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Land Development and Planning Project Files_3833 S. Ocean Blvd._20150708_Application No. 037877 (2)TRANSMUTAL FORM F REVIEW & REQUESTED ACTION BY PLANNING BOARD Transmit To: Michael Desorcy, Building Official Date: July 8, 2015. Applicant/Owner, Al Giachetti — Applicant/Andrew Robins PERT I Property Address: 3833 South Ocean Boulevard, Highland Beach, FL 3 $ 7 7 Property Control Number: 244347-04-00-001-0131 [NUKBER ❑ Preliminary Review: ® Final Review: Construct a 4-story SF residence approx.11,978 sq. ft. ❑ Amended Site Plan Review ❑ Other: THE PLANNING BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED June 15, 2015 , AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: ❑ Denied ❑ Recommendation to Approve (plans attached) ® Approved with Modifications (as noted): ❑ Other: PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN TO APPLICANT, ETC. Carol Stem, Chair IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: approved as presented subject to FDEP approval and that it meets the code in regards to the 9 ft. finished floor garage to the flushed floor ceiling CLERK'S OFFICE USE ONLY. Reviewed by Planning Board: July 8, 2015 Transmitted to Building Official: July 9, 2015 037877 Transmit To: Valerie Oakes, Town Clerk Date: June 15, 2015 [NUMBER Application No: #37877 Applicant/Owner: Al Giachetti--Applicant/Andrew Robins --Owner Property Address: 3833 South Ocean Boulevard, Highland Beach, Florida 33487 Submit Application: Planning Board Description of Application: Site Plan Review, Proposed Construction of Single Family Residence, RS-Zoning District =� ` RE EW{�YEIN`TUB3"iPR}PERyT1F2 ��z Preliminary Review Final Review: Amended Site Plan Review ❑ Other: THE BUILDING OFFICIAL HAS REVIEWED THE ABOVE MATTER DATED, June 15, 2015, AND HEREBY CERTIFIES THAT THE FOLLOWING ACTION WAS TAKEN: CtPans meet Town of Highland Beach Zoning and other governmental agencies requirements. PIans meet Town of Highland Beach Zoning requirements; however, approvals are pending with other ,governmental agencies." Foce,P p f a_ � exca� . Plans do not meet Town of Highland Beach Zoning requirements. RECOMMENDATION: Applicant has submitted a site plan for review, to construct a single family residence at the subiect property, 3833 South Ocean Blvd. The proposed building is 4stories _in, height, including garage level. The proposed total floor area calculations are approximately 11,978 square feet, and show unconditioned floor space to be approximately 3,520 square feet, with approximately 8,458 square feet under A/C. The Town of Highland Beach Building Department has reviewed the site plan and building elevations submitted by the applicant, AL GIACHETTI, and found that the proposed building site plan, does comply with the Highland Beach Code of Ordinances, Property Development Reaulations, Section 30-64, Table 30-2, in the RS (Residential Single -Family) Zoning District. TEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., IG, TRANSMIT TO QUASI-JUDICIAL BOARD, ETC. Michael Desbkcy, Budding Official CLERK'S OFFICE USE ONLY. Date of Workshop Meeting: Date Received: (-J"t(V-D01J Date of Hearing: C)q 36�5 s Application # I request a hearin, relates to the vroD( TOWN OF HIGHLAND BEAC '� NNING BOARD MAY 19 2015 ELOPl�I E APPLIC 7 TION .. n ry r) A©V4- 1 Dee. ,., YLgND BFar, �on g807rdlances of the T�_of land' Beae his request Nogi - t9Z a) ation. �2 �� q 01„tips ddress: � � • fi �� P�N• �C3`� i �) � ull Legal Description pf the Property [as described in the deed] or reference to an attachment: (mot r� �l . «a ' � �i. QV � � S�z�' � � `��• �� Zoning District: What is the location of the installation? ❑ Intracoastal Waterway (ICW) ❑ Interior Canal/Basin ❑ N/A b Name: ,.1 �djl Phone: ��[ _� �_� d�v Fax: Mailing Address: (-,,yZ_ Email Address: AP ,,1,�Nb`li%%%%/ Name: [ Phone:[ _ Fax: Mailing Address: 'V" u 1 Email Address: LA (ar Name: j�,1 L L /o Phone: Fax: Mailing Address: Email Address: Rezoning: ❑ Rezoning by a Property Owner or Party Other than the Town Site Plan: ❑ Site Plan Multifamily and Non -Residential ❑ Site Plan Review, Major Modification ite Plan Single -Family, Located on a Single Lot ❑ Site Plan Single -Family, Located within a Larger Other: 3E3S-q 3�91 Special Exceptions: ❑ Boat Basins ❑ Boat Lifts ❑ Change of Nonconforming Use ❑ Dwelling, Single -Family, Zero Lot Line ❑ Essential Public Service Structures ❑ Houses of Worship ❑ Off -Premises Parking ❑ Perpendicular Docking of Boats ❑ Post Offices ❑ Recreation Facilities, Public ❑ Utility Facilities RECEINFL-0 MAY 19 2015 HIGHLAND BEACH I give permission to the members of the Planning Board and staff to inspect h b '� ft Efiorot urpose of this application. I declare that all statements made herein are true, based upon the best -available information, and I understand that willful false statements and the like are misdemeanors of the second degree under Section 837.06, Florida Statutes. Such willful false statements may jeopardize the validity of my application or any decision issued thereon. I have fully read the information outlining the Board procedures and application requ' With this application, 1,4m submitting the necessary supporting materials listed. Applicant's Signature: Date: (�— Building Department Use: Date Application Received: Preliminary Review: _� Final Review: LE Site Plan: Other: "Plan meet Town of Highland Beach Zoning and other governmental agencies requirements. Cola meet Town of Highland Beach Zoning requirements, however, approvals are pending. with other ov,mental agencies requirement T�, P WjCC I eh6lG �l , ❑ Plans do not meet Town Building Official Signature: Received by the Town Clerk's Office. - Received By: 62&a Date Public Notices Mailed: Date Legal Advertisement Published: requirements. d� Date: a I [� J Date: Gz/G i J" 21Page April 15, 2015 To Whom it May Concern: PERMIT oa7a7 7 � N-UMBER ECOVE6 MAY 19 2015 HIGHLAND BEACH BING DEPARTMENT **431.3 I, Andrew Robins, authorize Al Giachetti to act as agent regarding my property located at Wk-W1w South Ocean Boulevard, Highland Beach, FL 33487. Sincere ns STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) and subscribed before me this day of 20 by Andrew Robins DEENA S SCHUENHOFF MY COMMISSION #FF129953 SEAL) .,..•.�•' EXPIRES September ember 16, 2018(NOTA L(4077)398-0153 r FlotidallotaryService.com l Notary Signature? 9--- Personally Knovam http://www.co.palm-beach. fl.us/papa/Asps/PropertyDetaiUPropertyDet... aN Location Address 3833 S OCEAN BLVD Municipality HIGHLAND BEACH PERMIT Parcel Control Number 24-43-47-04-00-001-013 �-C Subdivision 7 Official Records Book 26846 Page 66 r I RIM Sale Date JUN-2014 BEER 4-47-43, TH PT OF S 100 FT OF N 1350 FT OF GOV LT 1 LYG E OF A-1-A E Legal Description R/W LI A/K/A PT OF CITY LOT NO 59 _—..-- ....... Mailing address r Owners i j 10262 VESTAL MNR ROBINS ANDREW 1 �..—_ POMPANO BEACH FL 33071 5854 —.._—_— Sales Date Price OR Book/Page Sale Type Owner JUN-2014 $3,675,000 26846 / 0066 WARRANTY DEED ROBINS ANDREW DEC-2012 $10 25683/0520 WARRANTY DEED HASSAN SARAH TR DEC-2012 $10 25683/0512 WARRANTY DEED HASSAN FRED & DEC-2012 $10 25683/0516 WARRANTY DEED HASSAN SARAH TR AUG-2004 $3,200,000 17439 / 0963 WARRANTY DEED HASSAN FRED & 12 No Exemption Information Available. — — — — ---- -- .--_ — —_% .... __.... — — — -- —. — *Total Square Number of Units 0 0 Acres 0.5066 Feet RS - Residential Single Family ( 24-HIGHLAND BEACH Use Code 0000 - VACANT Zoning Tax Year 2014 — 2013 2012 Improvement Value $0 $0 $0 $3,059,400 $2,970,300 $2,700,300 Land Value Total Market Value $3,059,400 $2,970,300 $2,700,300 All values are as of January 1 st each year Tax Year 2014 2013 2012 Assessed Value $3,059,400 $2,970,300 $2,700,300 i Exemption Amount $0 $0 $0 ; Taxable Value $3,059,400 $2,970,300 $2,700,300 ---. -- _—.._..—...... --.... — 1 of 2 6/8/2015 10:54 AM http: //www. co.palm-beach. fl.us/papa/Asps/PropertyDetail/PropertyDet... Tax Year 2014 2013 2012 Ad Valorem $59,295 $58,232 $53,873 Non Ad Valorem $0 $0 $0 Total tax $59,295 $58,232 $53,873 2 of 2 6/8/2015 10:54 AM THE ROBINS RESIDENCE 70 . OCEAN BLVD. 3 HIGHLAND BEACH, FLORIDA AREA CALCULATIONS: DIVISION AREA BASEMENT LIVING (A/C) 1,163 SF FIRST FLOOR LIVING (A/C) 2/780 SF SECOND FLOOR LIVING (A/C) 2, 557 SF THIRD FLOOR LIVING (A/C) 1,958 SF TOTAL LIVING (A/C) 8,458 SF GARAGE $ STORAGE 1, 601 SF COVERED PATIO 818 SF BALCON I ES 1 / 101 SF TOTAL PROPOSED 11, P78 SF MIT T T Site Data: MAY 19 2015 Location of development - See 24" x 36" site K Ian for r 3 7ected site data ;3S 33 SoO�aa� Adjacent Area Information 1. Adjoining Property (NW) 2. Adjoining Property (North) Owners Owners TOSCANA HOA INC SIEGL LUDWIG R & SIEGL THERESIA * Location of development Owners ROBINS ANDREW Property detail Location S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 244347040000101 31 Subdivision Book 26846 Page 66 Sale Date JUN-2014 10262 VESTAL MNR Mailing Address POMPANO BEACH FL 33071 5854 Use Type 0000 -VACANT Total 21 108 Square Feet 3. Adjoining Property (North) Owners KENNEDY ANN F & KENNEDY ROBERT N KENNEDY ANN F TRUST Property detail Location 3701 S OCEAN BLVD Property detail Municipality HIGHLAND BEACH Location 3809 S OCEAN BLVD Property detail Parcel No. 24434704000010040 Municipality HIGHLAND BEACH Location 3813 S OCEAN BLVD Subdivision Parcel No. 244347040000101 10 Municipality HIGHLAND BEACH Book 24325 Page 569 Subdivision Parcel No. 24434704000010121 Sale Date JAN-201 1 Book 01911 Page 0007 Subdivision Sale Date JAN-1971 Book 04960 Page 1068 3701 S OCEAN BLVD Mailing Sale Date JUL-1986 Address BOCA RATON FL 3809 S OCEAN BLVD 33487 3303 Mailing 3813 S OCEAN BLVD Address HIGHLAND BEACH FL Mailing 0900 - RESIDENTIAL 33487 3304 Address BOCA RATON FL Use Type COMMON Use Type 0100 - SINGLE FAMILY 33487 3 :504 AREA/ELEMENT Total Total Use Type 0100 - SINGLE FAMILY Square Feet Not Specified Square Feet 3092 Total Square Feet 5011 INFORMATION OBTAINED FROM PALM BEACH COUNTY PROPERTY APPRAISERS Adjacent Area Information 7. Adjoining Property (South Owners SANDELMAN JEFFREY Property detail Location 3905 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 244347040000101 8C Subdivision Book 08999 Page 15-11 Sale Date NOV- 1995 3905 S OCEAN BLVD Mailing Address HIGHLAND BEACH F_ 334873305 Use Type 0100 - SINGLE FAMILY Total 7944 Square Feet 8. Adjoining Property (SW) Owners SPIEGEL SAM & SPIEGEL SIMONE Property detail Location 3921 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 24434704000010160 Subdivision Book 23790 Page 675 Sale Date MAR-2010 3921 S OCEAN BLVD Mailing Address ROCA RATON FL 334873305 Use Type 0100 - SINGLE FAMILY Total 10676 Square Feet * Location of development Owners ROBINS ANDREW Property detail Location S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 244347040000101 31 Subdivision Book 26846 Page 66 Sale Date JUN-2014 10262 VESTAL MNR Mailing Address POMPANO BEACH FL 33071 5854 Use Type 0000 - VACANT Total 21108 Square Feet 9. Adjoining Property (South) Owners KLEIMAN JEFFREY Property detail Location 3907 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 24434704000050012 Subdivision Book 22605 Page 1520 Sale Date APR-2008 3907 S OCEAN BLVD Mailing Address HIGHLAND BEACH FL. 334873305 Use Type 0100 - SINGLE FAMILY Total 7094 Square Feet INFORMATION OBTAINED FROM PALM BEACH COUNTY PROPERTY APPRAISERS 100'R/W - - - - - CENTERLLNE - - _ _ _ STATEROADA.I A_ WIDTH VARIES --------------- Mai �■ N ■ Z ■ ■ I ■ . I I , ■ Iapprox.-seatvard extent ofrestored dune and limits ofconst. (Nov 1 through Feb. 28) I ----------------i I , ■ I■ SEASONAL H/G ELEV. 4.43'lygVOg6 /' WATER[/NE ■ (LOCATED 1/15/I5J ■ I , ■ ■ I I , " S062443W f00.71' ELEV.= .p0.15J ATLANTIC OCEAN EtEv-e�/7/r�15J 4GHIT�C� �CLL1�� Lot and building site lines with Dimensions and proposed setbacks (including accessory structures), Atlantic Ocean abutting on East side and public ways (State Road AIA) on West side of property. The Building is placed on the site with compliant principal front and side building setbacks, as well as for the pool structure The residence is accessible through a straight driveway approach to a motor court from the State Road AIA right of way and provides direct vehicular access to garage structure. See attached 24" x 3 6 " architectural site plan for reflected site data LEGEND — - - — PROPERTY LINE - - - - - SETBACK LINE ® NEW PROPOSED RESIDENCE DIMENSION LINES W S E DESCRIPTION OF DESIGN INTENT 1 FRONT PERSPECTIVE The three story residence is designed in a Modern style with the use of flat roofs, rectangular building massing and broad fascia panels with recessed glass panels to accentuate the building's entrance and stairs The State Road AIA elevation (shown on tF is page), provides a continuously recessed building plane for the first to the third level from the front. Garage doors with glass panels allowfor natural lightto reach the basement zrea. Building smooth stucco is painted white ar-d contrasted with highlights of dark brown building planes. materials include metal clad panels and stone panels. Sliding doors and windows consist of mill finish aluminum frames and graytinted glass. The main entrance is defined by a 5' Pivot door and is accessed BASEMENT PLAN L JI GLASS POOL WALL I II I I IL___,�I I I I I I I I r I I II I IL II I I I POOL r J �VH EQUIPMENT STORAGE i i i i ABOVE i�� SPq Ij I I I IL GENERATOR IIII IrJ II I I L I C i-- 1L ❑® U) L---1-------------------------1-----� O I a Y L) Q I a Icc w of I a° LL CAR =LL DISPLAY E I LAUNDRY#1 O \ i w (6) CAR GARAGE ®rUP I� 6F .76 D � STORAGE GARBAGECANSr- -- r------- - - - - - oEL -10-0" NAVD +10.00 GARAGE FLOOR ® ETE ST EZG. \ EC S MOTOR COURT E BASEMENT PLAN NV e S W The basement area includes a 6-car garage, a glass enclosed car display area, laundry and storage room: The mechanical equipment is hidden from view and ventilated through louvered panels on the North side of the building, garbage cans are also out of sight thanks to a 5' high enclosure. Electrical panels and emergency generator are located i.n the equipment room. Access to the main floor of the house is possible via the main staircase or = the exterior stairs around the Fountain. FIRST FLOOR PLAN o � COVE E , C PATI , , , �ol ' II I I I I - KITCHEN o f --- - --1 L J 0 I GLASS POOL WALL POOL I (-1 SPA w------------- I POOL v DECK �r I m ------ ---------------- , I ININ(3 GRAND R 1 / ❑ ,,EL. -0-0" NAVD +20.00 FIRST HABITABLE FLOOR M _ FOYER I PANTRY I U7, — — — — — — — — ENTRY I SETBACK LINE AI Iw U I I' El El I E FIRST FLOOR PLAN N S W The first floor, shown on drawing A-1, reveals that the entry to the residence is through a one story portico framed by a three story glass enclosed staircase element and the kitchen building volume. The foyer opens to a two story volume that leads to the principal living area and great room beyond. The rectangular staircase elements leads to a second floor bridge circulation core that provides access to two bedroom suites, separated by a central open three story volume.- . f GHI?L� J J SECOND FLOOR PLAN SETBACK LINE E SECOND FLOOR PLAN N e S W The second floor bridge core provides access to the master bedroom suite located along the north side. the master bedroom is open to the pool deck below with a rear open balcony area. Bedroom # 2 is located on the south side and has views of the Pool deck and the Atlantic Ocean. The staircase continues to the third level to accommodate the gymnasium and two more bedrooms. f THIRD FLOOR PLAN ----------� COVERED BALCONY C - - - C i V.I.P. SUITE I COVEREDi I BALCONY, BALCONY I -- - - - - - - - - - - - I I a I I � � I $TORA I I BED O M # 3 I I W.I.C. I I I — - OPEN TO , GRAND ROOM I Ll ` BELOW I GYM o-a ATH W.LC. w H#4 ? IJ I 0EL. (cil+23-4" NAVD +43.33 I w THIRD HABITABLE FLOOR n I I I I OPEN OA E1 fc�. earuus FLAT ROOF BELOW I � I Ll I � I I -- - - - - - - - - -- -----J SETBACK LINE E THIRD FLOOR PLAN W S W UGH I, F� I ELEVATIONS 10 EL +23'-0' AFF �fbP OF 23FQF 1-1-1-1-IT] ELISH FSH_______ FINF,LOORAFF SLAB EL. -10'-0"AFF �flfJfSRFC66R-SCAR FRONT ELEVATION REAR ELEVATION ELEVATIONS LEFT ELEVATION RIGHT ELEVATION t � . 1 SITE LIGHTING PLAN Mini -Micro Surface Downlight Cylinder" Mini -Micro"' 1 Shown M 6Sarin I'MT111(67P) IrT_ Surface Mount Mini -Micro" Recessed Uplight"' (6)CEILING �I MOUNTED 10'-5"A. G.L. i i ® COVERED PATIO POOL LIGHTS i ® ® ® POOL SPQ (1) CEILING MOUNTED STEPLIGHT 0 0 ''- "A 1 (16) POOL DECK SURFACE L - - - MOUNTED LIGHTS - - - - - - - - - i i ' (1) CEILING MOUNT i (2) CEILINGMOUNTED 10'-5"A.G.L. 7'-6"A.G.L. '4) ------ ® STEPLIGHT - - - - - - - - ----- ® ST LIGHT PROPOSED 3 STORY RESIDENCE i I (2) CEIL •,K - J I MOUNT L--------- � ENTRY SURFACE MOUNTED LIGHTS Invisi Mount Mini iLumeTM LIGHT E Ne5 W SITE LIGHTING PLAN MOUNTED All exterior proposed fixtures comply with FWC requirements for sea turtle lighting. also plan reflects that tinted glass or film with a visible light transmittance value of forty-five (45) percent or less shall be applied to all windows and doors within line of sight of the beach. 0 �� lg so*** AT&T L:TE 1 2:43 PM . 61% =1 < Back anda . •s M Paler each County, lama s Sharon R. Back, CL.E t£ & CO,,tGLER77 V� PERNtI"rvtl7atilCll; Ptq 0245; (IpR) `' 1 NI ' N011Cli OF C_QMMRNCEMENT�N(�;qN fh e nndersigned'herdby Eves notice that improvment will be made to certain real property, and in a dance w'itb Cha w N xo AR� yC-H Florida Statutes, the following infcrrnaalion is provided in this Notice ofCom rrenwnent r17E'•/ a. t}r r►tatrchrtar ttta"P rt lalaldescrilntionntflrepropefty&streeta€itlresaiftzkaWk)TAX FOLIO NO.'�`'L 3-t2006101--- ✓ a cy xit in G n? t� $c - ..,,.. s.Sisam asal aassr�:s........,i.,...aZ? r C.. [s.} era r .�.> 5 ., G sGc •v.,..,�`:Sc- #.3.a ..�.,�`s >A. -4 xS-i 1 `..d�..", C. Metres u d rrdxt MV of fe s mptc tis@ehnddra (If ttifaeaenl Earn O'A')vr listed aho ) 4..1.�'4)`i'i�i.�z�"n`UFt'S2a�M1tte:-i�'Ls.. ��`.°..� �.�-.��`? ''a it.%.. ..,�..a.�� c. ,:�•1 id _�i�-„�.�&d.A}s-a.a> y�«e.1 t+.fS#�arrer�ist:9�er.w..SZ`1 S. SURL'li (j(jppjicAAe, a copy c�fifac pave tat fxnd'ss aztaa lc rs. b, sae nuxnbty _ r Amvxut of band: t. tndcr's addms 4 ?. Perss Within the Stag Of Florida desigriated by Owner upfrri whom notices cvr Other documents may Served as Provided by em Seztion 713A:3 (1) (a) 7., Florida .S,tiEO Jaen L,mvruri nunbus©fdrwmatedner—' 8. ts. to addition to himself Or hcmlf, Owner to receive a copy of the Licnor's Notice as provided in `"section 713,13 (1) (la); Florida Statutes. u,ashe numbtrot'txmonterwhy dent9r,906byt1,;atcer, 9. I ,tpiralion date. ofnotice of commencement (the eap'arati dale veil I he "I _vpr from the date of recording unless , d'tffexent dale is li_ {Si�bature of owner or Lessee, orCixvrtar�s or i,4ssee's (Print Name :cad Prsvi& Signatory's 1 0e/Office] Authorized O facer/DimctanfPartncrmanagtr) state of ,the foregoing instminent was acknowledged before me this y of _ -D.._I ,.___._...,,... ..,,A..- ................ .�,,..,..��..,::. „�.. (name Of person) (type crf au ty,,..cs . cstticer, trustee. attorney in t) .far _ —, (utauza crfparty an bchtilfcaflvhnm instrurucot was executed) , 11 Mel 'malty Known or Produced ldentificatinr _ e 'I`"ypc of ldcntiii4tioaf r!todutci YS f ,??f3CiEYt r�4t3t3El ��x.a f%ah�e � StaRr €sl Flsrrida a9 peParf� oa e'f 0 e July 29, 2015 Florida Department of Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida 32399-2400 PERMIT 037877 Andrew Robins � f1 c/o Darwin C. Stubbs, P.E. u ice' B.E R Isiminger &Stubbs Engineerin , c. 649 U.S. Highway, Suite 9 North Palm Beach, Florida 33408 Dear. 1VIr. Stubbs: Notice to Proceed Issued Permit Number: P13-1168 Permittee Name: Andrew Robins Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Jonathan P. Steverson Interim Secretary G��C�MCD JUL 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMENT Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1, 2, and 4. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the. Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report (DEP Form 73-111), 1(r) Foundation Location Certification (DEP Form 73-114B), and 1('s) Final Certification (DEP Form 73-115B) are available by clicking on the following link http://www.dep.sta fl.us/beaches/forms.btm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. The permit will expire on July 27, 2018. Upon receipt of a written request signed by the permittee -or authorized agent, the Department will consider extending the permit for up to but no more than three ..years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply fora new permit, there is no assurance that such new permit for the same construction or activities would be approved. wwwdep.stated.us Darwin C. Stubbs, P.E. July 29, 2015 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 3522), by telephone at (850) 245-7668, or by email at celora.a.jackson(i�dep.state.fl.us. Sincerely, oil- Celora Douse Jackson, Engineer IV Coastal Construction Control Line Program Division of Water Resource Management CDJ/dw Enclosures cc: Permit Information Center Christian Lambright, Field Inspector Town of Highland Beach, Building Official Andrew Robins, Property Owner lviviv.dep.slate f1.us Err �D JUG. 2 9 2015 . „f-ui &ND BEACH 0378?7 NUMBER DoPar�\ e m e 0 0 A ,�ehtal pto PERMITTEE PERMIT Andrew Robins c/o Darwin C. Stubbs, P.E. 0 3 7 8 7 7 Isiminger & Stubbs Engineering, Inc. 649 U.S. Highway, Suite 9 North Palm Beach, Florida 33408 N U M r% _Pw STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2600 Blair Stone Road - Mail Station 3522 Tallahassee, Florida 32399-2400 (850) 245.8336 PERMIT NUMBER: PB-1168 .�C�f�adC�D ja 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMEENNT NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on April 28, 2015, and was determined to be complete pursuant to rule on April 28, 2015. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location and shore -parallel width of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of, or increase the shore -parallel coverage occupied by, the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: July 27, 2018 LOCATION: Between approximately 160 feet and 260 feet south of the Department of Environmental Protection's reference monument R-199, in Palm Beach County. Project address: 3833 South Ocean Boulevard, Highland Beach. Three -Story, Single -Family Dwelling with Understructure Garage Location relative to control line: A maximum of 97.5 feet seaward. 0 - . PERMTTTEE: Andrew Robins PERMIT NUMBER: PB-1168 PAGE 2 2. 3. 4. 5. 6. F 0 W� �Tuffi,- NOVI Exterior dimensions: A maximum of 49.8 feet in the shore -normal by a maximum of 78.7 feet in the shore -parallel direction. Type of foundation: Piles. Finished first habitable floor. Understructure slab Location of understructure +10.0 feet .VD). 037877 nil/;, ��he D JUL 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMENT An approximate distance of 99 feet seaward. Seaward Swimming Pool l . Location relative to control line: A maximum of 107.9 feet seaward. 2. Exterior dimensions: A maximum of 12.7 feet in the shore -normal direction by a maximum of 36.7 feet in the shore -parallel direction. 3. Bottom elevation77;5 (NAVD). 4. Pool deck elevati Excavation/Fill 1. Volume of excavation seaward of the control line for foundation system, understructure, swimming pool and grading: Approximately 760.7 cubic yards. 2. Location of excavation: Within the footprint of the dwelling and the pool to a maximum distance of 108 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 916.6 cubic yards. 4. Location of fill to be placed: Across the site to a maximum distance of 183 feet seaward of the control line. Other Structures/Activities A balcony attached to the 2nd and Yd floor is to extend a maximum distance of 113 feet seaward of the control line. 2. Landward driveway. 3. A entry fountain of dimensions 8.2 feet shore -normal by 6.3 feet shore -parallel is to be located landward of the dwelling. PERMITTEE: Andrew Robins PERMIT NUMBER: PB-1168 PAGE 3 4. 5. 6. 7. PE RMIT OSiBi7 NUM��R Pool decking between the pool and the dwelling is to be located an seaward of the control line. p,ECE ED JUG. 2 9 2015 UUIIH��I��GiIHLAND BEACH TM hmiWancDeEof PA110ENfee Frangible retaining walls along the landward and south sides of the residence as shown. Landscape plantings across the site to include plantings within the dune system as mitigation for impacts. Exterior and landscape lighting. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Christian Lambright at (561) 313-9007 to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative, so as to provide maximum protection to the existing vegetation located on the site. 3. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 4. All excavated beach compatible sandy material excavated on the site shall remain within the immediate vicinity of the excavation. All other fill material shall be obtained from a location landward of the control line. All fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. Sand placed on the beach on or seaward of the dune shall be predominately of quartz, carbonate or similar material and shall meet the following criteria: 4.1. Silt, clay or colloids passing the #230-sieve (4.Ophi) shall not exceed 5%; 4.2. Not contain greater than 5% by weight of fine gravel retained on the #4-sieve (-2.25phi); 4.3. Not contain coarse gravel, cobbles or material retained on the three-quarter inch sieve in a percentage or size greater than found on the native beach; 4.4. Not contain construction debris, toxic material, clay balls, or other foreign matter; 4.5. Not contain frangible carbonate material that would result in cementation of the beach; PERMITTEE: Andrew Robins PERMIT NUMBER: PB-1168 PAGE 4 4.6. Material shall have a moist RECENDD JUL 2 9 2015 Isec—olo—r HIGHLAND BEACH BUILDING DEPARTMENT value of 6 or lighter; and ------' ---- 4.7. Mean grain sizes shall fall between 0.25 mm and 0.55 mm. 5. Existing native beach and dune vegetation shall be disturbed only to the minimum extent necessary to complete work within the authorized construction limits. 6. Once the dune restoration fill and planting have been completed and prior to the final certification required by General Permit Condition 1(s), the permittee shall submit to the Department a stamped as - built from a licensed landscape architect, registered in the State of Florida, that the restoration activities have been completed in full accordance with the special permit conditions and the approved planting plan. 7. All lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore -parallel and seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this 27th day of July 2015, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. )Ox"4_149A� Deputy Clerk State of Florida Department of Environmental Protection 07/27/2015 Tony D. McNeal, P.E., Administrator Date Coastal Construction Control Line Program Division of Water Resource Management PERMTTTEE: Andrew Robins PERMIT NUMBER: PB-1168 PAGE 5 NOTICE OF RIGHTS PERMIT� NUS RECE EDD JUL 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMENT This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28-106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (fl A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that PERMIT 037877 PERMITTEE: Andrew Robins PERMIT NUMBER: PB-1168 PAGE 6 REC EN D JUt 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMENT person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newsnaner Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120, F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time "Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50, F.S. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120, F.S. Florida Department of Environmental Protection (DEP) Division of Water ansaerttent Coastal ConstBlair to R `�` IT Tallaaotttnot 2soo Blair stone toad, c C (850)�2g5-8336 ee, Flor a a 1 � ^ General Permit Conditions 037877 Rule 62B-33.0155, Florida Administrative Code r 1. The following general permit conditions shall apply, unless waived by the Department or modiged!VM el 04'ff1lr j) L— [ I (a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles, their nests and habitat, or adjacent property and structures. (e) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated rules of with the project authorized by the permit for the purpose of ascertaining compliance with d the Departmentormance until all construction or activities authorized or required in the permit have p reports, certifications, or other documents are received by the Department and determl ed to be consistent 01ith the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its Lthat rs and employees harmless ' om any damage, no matter how occasioned and no matter what the amount, to persons or prope �ENTsction or activity authorized under the permit and from any and all claims and judgments resulting fro�4d - (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. on the site in both (h) All fill material placed seaward of the control line shall be sand which is similar to that already existing coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line; and shall be free of coarse gravel or cobbles. (i) If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site, as directed by the Department, unless otherwise specifically authorized by the permit. 6) Any native salt -tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt -tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise — shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m) If not specifically authorized elsewhere in the permit, no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. Page 1 General Pcnnit Conditions (May 31, 2007) (n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45% or less through the use of tinted glass or window film. (o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Bureau. The transfer request shall be provided on the form entitled "Permit Transfer Agreement"— DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. (p) The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q) For permits involving major structures or activities, the permittee shall submit to the Bureau periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring, the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance any with the plans and project description approved as a part of the permit and with all cOil "o .� ithe deviation from the plans, project description, or conditions of the permit. The report shall also ed "Periodic Pr ess project and each major individual component. The reports shall be provided to the Bureau ust, the form entitl Report'— DEP Form 73-111 (Revised 6/04), which is hereby adopted and incorporated by ref ence. Pg�tsc6o�r>��structur s or activities do not require submittal of periodic reports unless required by special permit condition. G found lion (r) For permits involving habitable major structures, all construction on the permitted s eture *9t§ml*gel pilings have been installed. At that time the foundation location form shall be submitted to n�IgpATpri r to proceeding with further vertical construction above the foundation. The form shall be signed y a pro essionalsiiiveyor, licensed pursuant to Chapter 472, F.S., and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Bureau using the form entitled "Foundation Location Certification"— DEP Form 73-114B (Revised 9/05), which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Bureau upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s) For permits involving major structures, the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty (30) days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. (t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 6213-33.013, F.A.C. 2. The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or, if established, the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. 3. The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. 4. This permit does not authorize trespass onto other property. 5. In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. lion, Bureau of 6. Copies of any forms referenced above can be obtained by writing to the Dep s 23 9-3000, or by Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 30 PERMIT telephoning (850)488-7708. 037877 Page 2 General Permit Conditions (May 31, 2007) -w Town ®f Highland Beach Carl Feldman Tr: 3614 South Ocean Boulevard, Highland Beach, FL 33487 Vice Mayor: William Weitz Palm Beach County, Florida 561-278-4540 Fax 561-265-3582 Re: 3833 South Ocean Blvd. New SFR Hardscape/Landscape Plan Review Comments: Commissioners: Elyse Riesa George Kelvin Rhoda Zelniker Town Manager: Valerie Oakes 1) Please provide per Zoning Ordinance Section 28-12, Landscape Plan requirements. Show the location of sprinklers or water outlets. 2) Designate by name and location the plant material to be installed or preserved in accordance with the requirements of Section 28-12. 3) Identify and describe the location and characteristics of all other landscape material to be used. 4) Show all landscape features, including areas of vegetation required to be preserved by law, in context with the location and outline of existing and proposed buildings and other improvements on the site, if any. 5) Include a tabulation clearly displaying the relevant statistical information necessary to evaluate compliance with Section 28 of THB Zoning Ordinances. This includes gross acreage, area of preservation areas, number of trees to be planted or preserved, square footage of paved areas etc. 6) Structural scope shown will require an Engineer of Record to provide drawings reflecting reinforcement details, calculations and all required details per FBC 2014 5' Edition. 7) Electrical permit and drawings to be submitted for the electrical scope shown. 8) Underwater luminaires and pool water features to be provided. Clarify what it shown on Master permit issued for this project. Provide applicable sheets to this package being presented. 9). Irrigation Drawings to be submitted along with package also. Val Perez Building Official 561-278-4540 vperez@highlandbeach.us Page ♦T' _ r • A >n k . T s .' • S r �'} r""rtr . ,; eft r� �� 1 _ . ;,,*�e�x ` S' .� K -• ';.�: Aa�c,� r,�' +.'•:: a: •1,a a-1ar %`'�* '>�`uY' _ :t.4-' .:3' �1;-t�, • - :I i� �� •tit',`•{• .+: r�:�.�'.. ;,�, 4 � r w i � i�' •� � R w '" n Y • r.� !Ile t M J .I r, a ••i � r `� � r r . x;' • '� �,":p � Y,'' � ryY � �#�"� y :t n t .vat :*1 `4s'�... _ � �+ "-•.r..-._.. J1 \ Y \ I I r�i P 1 GFA INTERNATIONAL FLORIDA'S LEADING ENGINEERING SOURCE Geotechnical Exploration a.46— a...Oar =o....eZEE! .re.Qoe of rf p.e00 a lose.. O4•sa� i eel000 e elo4 r, e4lOeaQ e.ee.a see...p .eae.ea � . le.eee -sas.oa /..saa r.er.4 or_� eov.00.a c'. ".Ie.l.veevirpee0a Robins Residence Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 For: JAG Design & Develo of be�Oer (• ;�•ereel..f" nweapglo• IVED SEP 17 2015 HIGHLAND BEACH BUILDING DEPARTMENT 4eL.ielalYL- e.aler.•pa,r. . e. •f. a..raex� eeee7ee.4...etlsa..iel.Svv. • eeveee0.l11le.le.ett.!t.� '-�-�M�itlOr!!llQa4 a0vi OQt a e4afeereaO..el ei+ e0.lODae.O...leeRO- . tlO4..e.ebDOave1la . a.eeeeeaeeeelf r. .�000Oee0a0aa.O4e1� Oe00000e.O e.f.e4 a00aOa00evOe.O■-' -'RQ OHO ea004a4aei.0l. -ODOe0a0Oeq..11F , q q,�,a paga.eelave a0ee.iea v Of O.e3 �O.Oe4eti''. raoset� Ql 440E e .eei� a rs.a r eaves TESTING �As OFFICES THROUGHOUT FLORIDA 1215 Wallace Drive Delray Beach, Florida 33444 (561) 347-0070 • (561) 395-5805 (fax) www.teamgfa.com Florida's Leading Engineering Source • Geotechnical • Construction Materials Testing - Threshold and Special Inspections • Plan Review & Code Compliance August 5, 2015 Mr. Jason Giachetti JAG Design & Development 1118 Bel Air Drive Highland Beach, FL 33487 RE: Geotechnical Exploration Report Robins Residence 3833 S. Ocean Blvd. Highland Beach, FL GFA Project No.: 15-1597.00 Dear Mr. Giachetti: In accordance with your authorization, GFA International, Inc. (GFA) has completed a subsurface exploration and geotechnical engineering evaluation for the above referenced project in accordance with the signed geotechnical and engineering service agreement for this project. The scope of GFA's services was planned in conjunction with and authorized by you. Our field investigation was completed on July 24, 2015. The purpose of our subsurface exploration was to classify the nature of the subsurface soils and general geomorphic conditions and to evaluate their impact upon the proposed development project. This report contains the results and our engineering interpretation of subsurface conditions of the site with respect to the project characteristics as described to us including recommendations for foundation design, hydro -geological concerns, and site preparation procedures. EXECUTIVE SUMMARY Based on information provided to our office by the client, the proposed project consists of the construction of a single family home to be located at 3833 S Ocean Blvd in Highland Beach, FL. Since the planned structures are to be constructed seaward of the Coastal Construction Control Line (CCCL), recommendations for foundation support will consist of deep pile foundations. Please note that scour analysis of the piles in the case of an erosional event is not included in this scope of work. Our field investigation consisted of drilling two (2) Standard Penetration Test (SPT) borings to depths of 40 feet below ground surface (BGS) using truck -mounted drilling equipment. ORLANDO • JACKSONVILLE - STUART • DELRAY BEACH • BOCA RATON • FORT MYERS TAMPA • MIAMI 1215 Wallace Drive • Delray Beach, Florida 33444 • (.561) 347-0070 • (561) 395-5805 (fax) - wwwAeamgfa.com Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 C�FA Project No.: 15-15g7.00 In general, the borings encountered loose to very loose to medium dense sand tc depths between 8 to 13 feet below ground surface (BGS), followed by medium dense, fine to medium grained sand with shell fragments to a depth of 23 feet. At this depth, soft peat was encountered extending to a depth of 28 feet, followed by soft to medium hard cemented sand and shell. Please refer to the attached boring logs for complete and detailed descriptions of the soils and relative density condition encountered at the test borings completed for this study. Based on the scope of the proposed project development and its location, GFA recommends that the proposed residence be supported using a deep foundation system consisting of augered cast -in -place (ACIP) piles. At this time, we have estimated that a 14-inch-diameter ACIP pile constructed to to a minimum elevation of -16 ft assuming existing elevation is +15 ft (total length of 31 feet), can provide an allowable axial and tension capacity of 40 tons and 8 tons, respectively. The findings and recommendations provided in this report were based on subsurface information collected from the completed test borings. We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or comments, or if we may further assist you as your plans proceed. Respectfully Submitted, GFA International, Inc. FL CA#: 4930 000661 creoo A. mA�eQ , 09 i�0 s elf Carlos Mercado PE#71707 a o� Aug 5 2015 8:48 AM E • /� esin Carlos A. Mercado, M.S., P.E. Professional Engineer # 71707 State of Florida 6 fA TABLE OF CONTENTS 1.0 INTRODUCTION.......................................................................................................1 1.1 Project Description.........................................................................................1 1.2 Purpose.........................................................................................................1 1.3 Scope of Services .... :..................................................................................... 1 2.0 OBSERVATIONS....................................................................................................... 3 2.1 Site Inspection............................................................................................... 3 2.2 Laboratory Analysis....................................................................................... 3 2.3 Field Exploration............................................................................................ 3 2.4 Subsurface Conditions...................................................................................5 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS...................................5 3.1 Hydrogeological Conditions............................:............................................... 5 3.2 Foundation Recommendations.............:.........................................................5 3.3 Vibration Monitoring........................................................................................6 3.4 Floor Slab....................................................................................................... 7 3.5 Excavation Conditions..................................................................................... 7 4.0 REPORT LIMITATIONS............................................................................................7 5.0 BASIS FOR RECOMMENDATIONS..............::......................................................... 8 Appendices Appendix A Record of Test Borings Appendix B Notes Related to the Test Boring Appendix C Discussion of Soil Groups ORLANDO • JACKSONVILLE STUART • DELRAY BEACH • BOCA RATON • FORT MYERS • TAMPA • MIAMI 1215 Wallace Drive • Delray Beach, Florida 33444 • (561) 347-0070 • (561) 395.5805 (fax) • www.teamgfa.com Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 Page 1 of 8 1.0 INTRODUCTION 1.1 Project Description The project site is located at 3833 S. Ocean Blvd Highland Beach, FL, as shown in Figure 1. Based on information provided to our office by the client, the proposed project consists of the construction of a single family home. Since the planned structures are to be constructed seaward of the Coastal Construction Control Line (CCCL), recommendations for foundation support will consist of deep pile foundations. Please note that. scour analysis of the piles in the case of an erosional event is not included in this scope of work. Structural loading information was unavailable at the time of this report preparation; however, GFA has assumed that the proposed residence will be constructed using concrete masonry unit walls. The recommendations provided in this report are based upon the above considerations. If the site plan development has been revised, please inform GFA International so that we may review our recommendations with respect to any modifications. 1.2 Purpose The primary purpose of the geotechnical exploration was to evaluate the general type and condition of .the subsurface materials at the project site, and to provide professional opinions and foundation recommendations for foundation design for the proposed structure. 1.3 Scope of Services The objective of our geotechnical services were to collect subsurface data for the subject project, summarize the test results and discuss any apparent site conditions that may have geotechnical significance for building construction. The following scopes of services are provided within this report: 1. Soil boring logs depicting the subsurface soil conditions encountered during our field exploration. 2. Conduct a review of each soil sample obtained during our field exploration by the project engineer for further analysis, classification and additional tests if necessary. 3. Analysis of the existing soil conditions found during our exploration with respect to foundation support and provide an allowable soil bearing pressure. 4. Submittal of evaluation and recommendations with respect to foundation support of the structures, including soil bearing pressures, bearing elevations and foundation design. 5. Provide soil criteria and site preparation procedures to prepare the site for the proposed construction of the proposed residence. Gf� Cr r o IJPW 163 m ed Krim A 1!* mr!fia ILI 4. 25 low i!S lk IN V gl 4k; VA Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 Page 3 of 8 2.0 OBSERVATIONS 2.1 Site Inspection The site is currently vacant; most of the property is covered by dense vegetation with the exception of the western part of the lot which was cleared prior to testing. GFA did not observe areas of standing water or rock outcrops at the time of our exploration. In addition, no soil staining or visual evidence of petroleum spillage was apparent. The recovered soil samples from the test borings were not examined, either visually or analytically, for chemical composition or environmental hazards. GFA would be pleased to perform these services, if required. 2.2 Laboratory Analysis .Soil samples recovered from our field exploration were returned to our laboratory. A geotechnical engineer visually examined and reviewed the field descriptions of the recovered soils in accordance with ASTM D-2488. Samples were evaluated to obtain an accurate understanding of the soil properties and site geomorphic conditions. Bag samples of the soil encountered during our field exploration will be held in our laboratory for your inspection for 30 days unless we are notified otherwise. 2.3 Field Exploration Our field investigation consisted of drilling two (2) Standard Penetration Test (SPT) borings at the approximate locations shown in Figure 2. The borings were advanced to a depth of 40 feet BGS using truck -mounted drilling equipment. The SPT boring method was used as the investigative tool within the borings. Penetration tests were performed in substantial accordance with ASTM Procedure D-1586, "Penetration Test and Split -Barrel Sampling of Soils". This test procedure consists of driving a 1.4-inch I.D. split -tube sampler into the soil profile using a 140-pound automatic hammer falling 30 inches. The number of blows per foot, for the second and third 6-inch increment, is an indication of soil strength. The soil samples recovered from the soil borings were classified and stratified by a geotechnical engineer. The results of the classification and stratification encountered during our exploration are presented in Appendix A: "Record of Test Borings". It should be noted that soil conditions might vary between the strata interfaces, which are shown. The soil boring data reflect information from a specific test location only. Site specific survey staking for the test locations was not provided for our field exploration. Boring locations were determined in the field by an engineering representative by measuring distances and estimating right angles from existing site features. The boring locations should, therefore, be considered approximate. The boring logs depict the observed soils in graphic detail. The Standard Penetration Test borings indicate the penetration resistance, or N-values, logged during the drilling and sampling activities. The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples. See Appendix C: "Discussion of Soil Groups", for a detailed description of various soil groups. GFi� s cv r� V Robins Residence Highland Beach, FL GFA Project No.: 15-1597.00 2.4 Subsurface Conditions Geotechnical Exploration Report August 5, 2015 Page 5 of 8 In general, the borings encountered loose to very loose to medium dense sand to depths between 8 to 13 feet below ground surface (BGS), followed by medium dense, fine to medium grained sand with shell fragments to a depth of 23 feet. At this depth, soft peat was encountered extending to a depth of 28 feet, followed by soft to medium hard cemented sand and shell. Please refer to the attached boring logs for complete and detailed descriptions of the soils and relative density condition encountered at the test borings completed for this study. 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS 3.1 Hydro -geological Conditions During our field exploration, the groundwater table was encountered at a depth of 12'3" to 12'6" BGS. The groundwater table will fluctuate seasonally depending upon local rainfall and tides or other local influences. Based upon our review of the encountered soils and the regional hydrology, it is our opinion that the prevailing water table will mirror the prevailing tide levels. No additional investigation was conducted in relation to any existing well field in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary we recommend contacting a registered professional specialized in hydrogeology. We recommend the wet seasonal high groundwater conditions be incorporated in the civil engineering design analyses. 3.2 Foundation Recommendations GFA recommends that the proposed residence and pool be supported using a deep foundation to transfer the structural loads from the surface level to the underlying dense sand and weathered rock layers. At this time, GFA recommends the deep foundation to consist of augered cast -in -place piles (ACIP). ACIP pile installation procedures should be performed in accordance with the guidelines presented in the latest edition of the Deep Foundations Institute's Augered Cast -In -Place Pile Manual. A summary of pile capacities for a 14-inch diameter ACIP piles is presented in the following table. SUMMARY OF ACIP PILE CAPACITIES Pile Pile Tip Depth Minimum pile Allowable Allowable Minimum Required Diameter (from existing grade of tip Compression Tension Grout Strength (inches) drilled locations) elevation" Capacity Capacity ft ft tons(tons)(psi) 14 31 feet" -16 40 8 5,000 - "Piles should penetrate at least 3 feet into the very dense layer encountered at 28 feet Assuming existing grade elevation to be +15 ft at the location of .the borings Gf� Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 Page 6 of 8 If piles of lesser or greater capacities than those mentioned in the table above are required, GFA would be pleased to provide further recommendations upon request. Pile design and installation shall be in accordance with the applicable sections of the Florida Building Code and other applicable federal, state and local requirements. All sitework and fill placement operations should be completed prior to the installation of production piles to avoid adverse impacts such as damage to the piles and/or negative skin friction resulting in increased pile settlement. If more than 3 feet of fill is to be used to raise existing grade, we should be contacted to evaluate the possibility of negative skin friction on piles. In addition, piles should be installed in accordance with the following: Pile Length: The proposed 14-inch-diameter piles should be constructed to a minimum elevation of -16 ft assuming the ground elevation at the location of the borings was +15 ft at the time of our exploration. They should penetrate at least 3 feet into the very dense layers found at a depth of 28 feet below existing grade at the time of our exploration. 2. Spacing - Piles installed in groups should be spaced at a center -to -center distance of not less than 3 pile diameters. 3. Plan Location - The center of the top of any pile at cut-off should be displaced laterally no more than 3 inches from the position shown on the plans. This applies to both single piles and piles installed in groups. 4. Vertical Alignment - The vertical alignment of the piling should not deviate from the plumb by more than 1 /4 inch per foot of length. 5. Reinforcing Cage Positioning - The top of the reinforcing cages installed in the piling should not be more than 6 inches above and no more than 3 inches below the positions shown in the plans. The reinforcing cages should be positioned concentrically within the grouted pile shaft. The grout cover over longitudinal reinforcing bars should not be less than 3 inches. Reinforcing steel bar centralizers shall be placed at maximum spacing of 15 feet at the lower portion of the pile and at 5 feet from the cage's top. 6. Adjacent Piles - A minimum time period of 12 hours should be specified for the installation of piles located within 8 feet, center -to -center, of each other. 7. Grout Factor - The minimum acceptable grout factor (i.e. actual grout volume divided by theoretical grout volume) should be 1.2. 3.3 Vibration Monitorin The proposed construction will be within close proximity to residential structures and roadways that maybe susceptible to damage from vibration generated at the site. We recommend that during all aspects of construction, the bordering landmarks be monitored using a seismograph to determine the extent of vibration absorption that these GFP Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 Page 7 of 8 features will be subject to. The seismograph used to monitor at this site should have the capability to measure ground velocities along vertical, transverse, and longitudinal axes. The project structural engineer should establish allowable ground velocities that the bordering facilities can safely withstand without any damage. A representative from this office can monitor the vibration disturbance of adjacent structures; and a proposal for these services can be provided upon your request. 3.4 Floor Slab The ground floor should be structurally integrated with the pile cap foundation. Water vapor is likely to rise through the granular fill and condense beneath the base of the floor slab. If moisture entry into the floor slab is not desirable, an impermeable membrane should be installed at the slab bottom - subgrade interface. 3.5 Excavation Conditions In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that all excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's responsible person, as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. 4.0 REPORT LIMITATIONS This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the Robins Residence at 3833 S. Ocean Blvd project in Highland Beach, FL. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature of extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structure, the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by GFA International. GFH Robins Residence Geotechnical Exploration Report Highland Beach, FL August 5, 2015 GFA Project No.: 15-1597.00 Page 8 of 8 5.0 BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests performed at the locations indicated on the attached Figure 2. This report does not reflect any variations, which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approximate and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled. Any third party reliance of our preliminary geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. The methodology (ASTM D-1586) used in performing our borings and for determining penetration resistance is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. Grb s6uiao8 ;sal 10 pao:)aa d xipueddd GFA International, inc. LOG OF BORING B01 1215 Wallace Drive Delray Beach, FL 33444 PAGE 1 OF 2 NAT&Py 561-347-0070 . CLIENT JAG Design & Development PROJECT NAME Robins Residence PROJECT NUMBER 15-1597.00 PROJECT LOCATION 3833 S. Ocean Blvd. Highland Beach, FL DRILLING CONTRACTOR GFA International HOLE DEPTH 40 ft HOLE DIAMETER DRILLER Marcos DATE STARTED 7/24/15 COMPLETED 7/24/15 DRILL RIG GeoProbe GROUNDWATER LEVEL: •VAT TIME OF DRILLING 12.50 ft METHOD SPT LATITUDE 26.406417 LONGITUDE-80.064733 NOTE: HAMMER TYPE 140# with 30 in Drop - Automatic Hammer W o o ♦ SPT N VALUE 0 U } U) W � `-- U 6 20 40 60 80 PL MC LL �-- o- a= F= ¢ 4= =c7 a MATERIAL DESCRIPTION W m w �z O �z F- Zz Q W �" 0 -� a O m 0 > in 20 40 60 O w O < Z W U z Oz g 0 z 00 ❑ FINES CONTENT (%) ❑ o � o� Very loose, brown, fine to medium grained SAND (SP) with 2 trace of shell fragments. 1 90 2 t Medium dense, brown, fine to medium grained SAND (SP) 3 ' with trace of shell fragments. 2 90 6 12 ............... .....:....... :....... 8 Loose, brown, fine to medium grained SAND (SP) with 3 5 trace of shell fragments. 3 90 6 9 7 5 Medium dense, brown, fine to medium grained SAND (SP) with trace of shell fragments. 4 90 s 14 .... ........ :....... ....... ....... . 10 •�••• Medium dense, tan, fine to medium grained SAND (SP) �.�.� with SHELL fragments. 5 90 7 7 14 ....:..............:......:....... • • 7 10 ,•,•, Medium dense, light tan, fine to medium SAND s .'.:. grained (SP) with SHELL fragments. 6 70 8 19 ..... ............ . .... ..... •'•'• 13 15 .. •;•;• Medium dense, gray, fine to medium grained SAND (SP) 13 with SHELL fragments. 7 70 12 21 X. '•'•' 14 (Continued Next Page) GFAInternational, Inc. LOG OF BORING B01 1215 Wallace Drive Delray Beach, FL 33444 PAGE 2 OF 2 �RNAT o�Py 561-347-0070 CLIENT JAG Design & Development PROJECT NAME Robins Residence PROJECT NUMBER 15-1597.00 PROJECT LOCATION 3833 S. Ocean Blvd. Highland Beach, FL w o F A SPT N VALUE 0 U > U) W EL cU °- 20 40 60 80 PL MC LL a Qc p c7 m w 0z:3 �z zz " > " O MATERIAL DESCRIPTION a p O > �60-�80 W m U z � I- 20 4~0 ❑ FINES CONTENT (%) ❑ W Q Z w 2 0 O 0 co 0 U U 20 40 60 80 a . .. . Soft, dark brown, PEAT (PT). 8 70 2 3 .....:.......:......:............... 2 25 ..............:.......:.......:....... ............... Soft, light gray CEMENTED SAND AND SHELL. 1 21 9 70 25 46 .......i.......i. ....>............ 31 30 Medium hard, light gray CEMENTED SAND AND SHELL. 21 10 60 23 32 55 25 35 Soft, light gray CEMENTED SAND AND SHELL. 2244 11 60 18 38 ....... ..... ................... 21 48 Bottom of borehole at 40.0 feet. LOG OF BORING B02 1GFA 215WallaeDri:Inc: 1215 Wallace Drive Delray Beach, FL 33444 PAGE 1 OF 2 �eNATo`'"y 561-347-0070 CLIENT JAG Design & Development PROJECT NAME Robins Residence PROJECT NUMBER 15-1597.00 PROJECT LOCATION 3833 S. Ocean Blvd. Highland Beach, FL DRILLING CONTRACTOR GFA International HOLE DEPTH 40 ft HOLE DIAMETER DRILLER Marcos DATE STARTED 7/24/15 COMPLETED 7/24/15 DRILL RIG GeoProbe GROUNDWATER LEVEL: QAT TIME OF DRILLING 12.25 ft METHOD SPT LATITUDE 26.406267 LONGITUDE-80.064767 NOTE: HAMMER TYPE 140# with 30 in Drop - Automatic Hammer ♦ SPT N VALUE ZO U U W ul U 20 40 60 80 MC LL PLF—�—I aiK Q n. O W > �� O Q f_ �w Zw a W `' > ` O MATERIAL DESCRIPTION �g a O m p > ►- 20 40 60 80 Z w U Z 0 w Q 2 0 0 ❑ FINES CONTENT (%) ❑ U U U 20 40 60 80 .•• Very loose, brown, fine to medium grained SAND (SP) with 2 :.'•': trace of shell fragments. 1 90 1 2 ' 2 Loose, brown, fine to medium grained SAND (SP) with 3 •. trace of shell fragments. 2 90 5 10 :.............................. s a Loose, brown, fine to medium grained SAND (SP) with 5 trace of shell fragments. 3 90 4 8 7 ' Medium dense, brown, fine to medium grained SAND (SP) :.: with trace of shell fragments. 4 90 5 8 13 ... .........•......:.............. 7 Medium dense, light tan, fine to medium grained SAND 5 (SP) with trace of shell fragments. 5 90 s 12 ............ :.......:......;. 7 10- .............. •.......:............. .•._. •.•.• Medium dense, light tan, fine to medium dense SAND (SP) 5 �•�.� with SHELL fragments. 6 80 8 15 :....... :........ ....... :....... .. 11 15 .._. .. •'�•• Medium dense, gray, fine to medium grained SAND (SP) 10 .�.�. with SHELL fragments. 7 80 12 25 ........ .......................... ... 13 (Continued Next Page) GFA International, Inc. LOG OF BORING B02 1215 Wallace Drive Delray Beach, FL 33444 PAGE 2 OF 2 ' CRNAT��aPy 561-347-0070 CLIENT JAG Design & Development PROJECT NAME Robins Residence PROJECT NUMBER 15-1597.00 PROJECT LOCATION 3833 S. Ocean Blvd. Highland Beach, FL W o \ o ♦ SPT N VALUE A p o o UJm V) W w '- U -`� 20 40 60 80 PL MC LL �-� o- i �-- Q _U =O a MATERIAL DESCRIPTION W w 0z O - �z �' Zz a Wv �v 0 a2 NF' O m0 U > Z �� 20 40♦60�80 ❑ FINES CONTENT (%) O w Q Z w 2 0 O p U D U U 20 40 60 80 .. a Soft, dark brown PEAT (PT). 8 80 z 2 4 ....................:.......:...... _ 2 25 0/ d .....:..................... Medium hard, tight gray, CEMENTED SAND AND SHELL. 10 9 80 24 30 54 :.......:.... :.......:....... 28 30 Medium hard, light gray, CEMENTED SAND AND SHELL. 23 10 70 26 2s 57 ....... ....... :..... 35 Soft, light gray, CEMENTED SAND AND SHELL. 25 11 70 21 23 44 28 Bottom of borehole at 40.0 feet. Appendix B Notes Related to the Test Borings 60 NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions and recommendations presented in the Reporttext. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6-inch increments. 8. The soil/rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. q RPlativP dPncity fnr sands/gravels and consistencv for silts/clays are described as follows: SPT CPT SANDS/GRAVELS SPT CPT SILTS/CLAYS BLOWS/FOOT KG CM RELATIVE DENSITY BLOWS/FOOT KG CM CONSISTENCY 0-4 0-16 Veryloose 0-1 0-3 Very soft 5-10 17-40 Loose 2-4 4-9 Soft 11-30 41-120 Medium Dense 5-8 10-17 Firm 31-50 over 120 Dense 9-15 18-31 Stiff over SO Very Dense 16-30 32-60 Very stiff 31-50 over 60 Hard in . %ruin ci- rinerrintinnc arc me fnlrnwe- NAME SIZE LIMITS Boulder 12 Inches or more Cobbles 3 to 12 Inches Coarse Gravel % to 3 Inches Fine Gravel No. 4 sieve to 1% inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11 nofinitinnc raintPd to adiPrtivPc IKPd in cnil/rnrk dacrrintinns- PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE Up to 5% with a trace Less than 1/32" Fine roots 5 to 30% with some 1/32" to W Small roots 30 to 50% with %" to 1" Medium roots Greater than 1" Large roots GF Appendix C Discussion of Soil Groups 6FP DISCUSSION OF SOIL GROUPS COARSE GRAINED SOILS GW and SW GROUPS. These groups comprise well -graded gravelly and sandy soils having little or no plastic fines (less than 5 percent passing the No. 200 sieve). The presence of the fines must not noticeably change the strength characteristics of the coarse -grained fraction and must not interface with it's free -draining characteristics. GP and SP GROUPS. Poorly graded gravels and sands containing little of no plastic fines (less than 5 percent passing the No. 200 sieve) are classed in GP and SP groups. The materials may be called uniform gravels, uniform sands or non -uniform mixtures of very coarse material and very fine sands, with intermediate sizes lacking (sometimes called skip -graded, gap -graded or step -graded). This last group often results from borrow pit excavation in which gravel and sand layers are mixed. GM and SM GROUPS. In general, the GM and SM groups comprise gravels or sands with fines (more than 12 percent passing the No. 200 sieve) having low or no plasticity. The plasticity index and liquid limit of soils in the group should plot below the "A" line on the plasticity chart. The gradation of the material is not considered significant and both well and poorly graded materials are included. GC and SC GROUPS. In general, the GC and SC groups comprise gravelly or sandy soils with fines (more than 12 percent passing the No. 200 sieve), which have a fairly high plasticity. The liquid limit and plasticity index should plot above the "A" line on the plasticity chart. FINE GRAINED SOILS ML and MH GROUPS. In these groups, the symbol M has been used to designate predominantly silty material. The symbols L and H represent low and high liquid limits, respectively, and an arbitrary dividing line between the two is set at a liquid limit of 50. The soils in the ML and MH groups are sandy silts, clayey silts or inorganic silts with relatively low plasticity. Also included are loess type soils and rock flours. CL and CH GROUPS. In these groups the symbol C stands for clay, with L and H denoting low or high liquid limits, with the dividing line again set at a liquid limit of 50. The soils are primarily inorganic clays. Low plasticity clays are classified as CL and are usually lean clays, sandy clays or silty clays. The medium and high plasticity clays are classified as CH. These include the fat clays, gumbo clays and some volcanic clays. GF 3614 South Ocean Blvd. Highland Beach, FI 33487 Receipt Number: RCPT2015-1617 561-278-4540 f" Payer/Payee: ANDREW ROBINS Fee Description Building Code Administration & Inspection Surcharge Fee Florida Department of Commerce Surcharge Fee Open Space & Recreation Fee Sewer Connection Fee Water Connection Fee Building Permit Fee Cashier: CHOLLAND Date: 09/17/2015 Fee Amount Amount Paid Fee Balance $490.50 $490.50 $0.00 $490.50 $490.50 $0.00 $1,000.00 $1,000.00 $0.00 $1,000.00 $1,000.00 $0.00 $3,000.00 $3,000.00 $0.00 $32,700.00 $32,700.00 $0.00 $38,681.00 $38,681.00 $0.00 TOTAL PAID: $38,681.00 CHECK 16649 $38,681.00 Total: $38,681.00 Previous Related Payments RCPT2015- 06/08/2015 Planning Board Fee $200.00 37877 1013 Total: $200.00 Printed 09/17/2015 14:13:00 by Carol Page 1 of 1 TOWN OF HIGHLAND BEACH INSPECTION FORM Scheduled Date: Monday, September 21, 2015, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: FOUNDATION / FOOTER Printed: 9/21/2015 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME NEED G-701 BEFORE FINAL INSPECTION Scheduling Comment: AM INSPECTION CHECKLIST ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: 6-7 SPECTION R IRED OApproved ailed OREINSPECTI EE ved with Condtions O ancelled (,[]Not Ready Unavailable DESORCY DATE TIME IN IME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, September 30, 2015, AM Location: 3833 SO OCEAN BLVD Inspection Type: FOUNDATION / FOOTER Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 9/29/2015 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - LOWER COLUMNS INSPECTION CHECKLIST ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ��`INSPECTION QUIRED INSPEC FEE C Inspector w MICHAEL DESORCY Failed EFeadywith ondtions celled Unavail DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Friday, October 2, 2015, AM Location: 3833 SO OCEAN BLVD Inspection Type: FOUNDATION / FOOTER Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 10/1 /2015 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - LOWER COLUMNS ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: c,.k ' << OREINSPECTION REQUIRED OREINSPECTION FEE e Inspector —"A'�tsa DANNY HAWKINS 5Approved ❑Failed OApproved with Condtions OCancelled ONot Ready OUnavailable /D / 2 DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Friday, October 9, 2015, AM Location: 3833 SO OCEAN BLVD Inspection Type: COLUMNSITIE BEAM/WALLS Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 10/8/2015 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: AM TIE BEAMS ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT e� Inspectors Comments and Conditions: O aear" Aojk� 13REINSPECTION REQUIRED pproved ❑Failed OREINSPECTION FEE ❑Approved with Condtions ❑Cancelled ❑Not Ready OUnavailable Inspector DANNY HAWKI S DATE TIME IN TIME OUT ❑ STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. PERMIT NO. �;7k72 m 07 k[PFROWED CORRECTIONS MUST BE MADE AS NOTED BELOW ADDRESS n /PL -Cj�II �l LOT BLOCK SUBDIVISION ❑ BLDG. LS'ELEC. MECH. ❑ PLBG. ❑ ❑ SIT0 P WORK! CALL 278-4540 0OLL.L 70OM! CORRECT AS NOTED ❑ REINSPECTION FEE OF $25.00 MUST BE PAID IN PERSON AT THE BUILDING DEPARTMENT TOWN OF HL ND BEACH, FLOR A t T VITIR I White -File Copy / Canary-InspectbCdopy / White Tag -Job Copy Scheduled Date: Tuesday, October 27, 2015, PM Location: 3833 SO OCEAN BLVD Inspection Type: ELECTRIC TEMP SERV Property Owner:ROBINS, ANDREW P ' Contractor• JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 10/26/2015 Owner Phone: Contractor Phone: 561-702-1130 rimary Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION** MRA Tr7neo on\AICD Dnl F ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: b;�ENSPECTIO QUIRED ❑REINSPE N FEE Inspector MICHAEL DESORCY Ialti rb 0 ❑Approved DApproved with Co ONot Ready ,-�A —< DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. f ❑Unavailable C, TIME IN TIME OUT Scheduled Date: Tuesday, November 3, 2015, AM Location: 3833 SO OCEAN BLVD Inspection Type: GRADE BEAMS Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 11 /2/2015 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED. G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: �IA6SPECTIO ❑REINSPECT4-b ❑CLOSE PERMIT REQUIRED "DApproved FEE bApprov6d with Condtions (I ONot Ready MICHAEL DESORCY ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Failed Cancelled Unavailable "16E T E OUT Scheduled Date: Tuesday, November 10, 2015, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ELECTRIC TEMP SERV Printed: 11/9/2015 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - TEMP POWER POLE ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED 13REINSPECTION FEE Inspecto Dq9-0 DESORCY S IA roved ❑Failed d with Condtions ❑Cancelled ❑Not Ready OUnavailable 1( /( d DATE IME IN IME OUT rl STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Monday, November 30, 2015, PM Location: 3833 SO OCEAN BLVD. .Permit Number: 37877 Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 11/25/2015 Property Owner F Owner Phone: Primary Contracth '- t a Contractor Phone: 561-702-1130 n 'MBE,NSPECTION REQ OREINSPECTION FfE Inspector MICHAEL DESORCY [] e ailed proved with` ondtionsC uEeHt�dr eady OUnavailabI DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Thursday, December 3, 2015, AM Location: 3833 SO OCEAN BLVD Inspection Type: COLUMNS/TIE BEAM./WALLS Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 12/2/2015 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - ALLOW 30 MINS ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: INSPECTION REQUIRED OREINSPECTION FEE Inspector " ' r a✓ MICHAEL DESORCY ❑CLOSE PERMIT (C c OApproved ❑Failed ClApproved with Condti ns celled ONot Ready OUnavailable (2"1031 DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Monday, December 7, 2015, AM .Location: 3833 SO OCEAN BLVD I Permit N.umber:.37877 . Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 12/4/2015 Property Owner:ROBINS, ANDREW Owner Phone: ___—P_r_imar_y_Contr_actor__JAG DESIGN_&_DE_V_ELOP_M ENT*__ Contractor Phone _561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - ALLOW 30 MINS ❑CONDITIONAL APPROVAL Inspectors Comments and -Conditions: MR-15INSPECTION R��IRED ❑REINSPFCTION F ❑CLOSE PERMIT Cl roved Failed Approve 'Ith C ndtion e ed fd� �Unavail Inspector - L.1 "�� MICHAEL DESORCY DA OSTOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT Scheduled Date: Tuesday, December 8, 2015, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 12/7/2015 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM - ALLOW 30 MINS ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑CLOSE PERMIT &A d SPECTION RE RED pproved OFailed OREINSPECTIO E �- ift Condtions Cancelled ONot Ready navailable Inspector WAX MICHAEL DES6RCY DATE YIME I TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Thursday, December 10, 2015, PM Location: 3833 SO OCEAN BLVD Permit Number.: 3.7.877 _ Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 12/9/2015 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM - BEAMS ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: h--" I ReSPCTION REQ RED OREINSPECTION FE0 Inspector Ir I -t/ MICHAEL DESORCY ❑CLOSE PERMIT N Approved �OFailed NAppro—vedvith Condtions OCancelled ONot Ready ❑Unavailable DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. January 6, 2016 Jag Design Development 3 " Boca Raton, Florida RE: 64-99-1505 : Robins Residence Design Clarification Dear Mr. Giachettie Please note the following design clarification • 1. SC4 at South Corner: o This column will shift 1 %" to the rear 0 The bases plate will be an "L" shaped, long nelson studs 2„ 1 %" thick base plate with (3) 3/4" diz X 8" � 0� cii�tD JAN © 7 2t£� HIGHLAND SEgN- BLlIL©ING (;B) B/4" 01A X a" LON& NELSON STUDS 0 o This baseplate should have been embedded into the column ■ Now, it will be embedded into the secondary pour ■ In order to engage this concrete, please drill and epoxy (4) #5 bars, 6" into the top of the existing pour with HILTI HIT HY150 2 Part Epoxy with 12" hooks into the secondary pour. Be careful to keep the bars clear from the nelson studs of the base plate. ■ The Hooks can be rotated into the projection of the hollow core if necessary. CADropboAGEINC Cloud\Correspondence\2016184-99-1505 Robins Design Clarification 2016-01-07.docx I global ! innovative j integrated ( visionary BASE 4 INTERNATIONAL INC. 9858 Glades Road, #237 Boca Raton, Ronda 33434 .r a^+ +1 fZe M AU 4 ' f m- -10 M v t tw 4 ewe' • 2. SC8 that bears on C12 \ o This column will shift 1 , to the rear. ��O o The baseplate will be/a 16"x16"x 1 %" with (4) 3/" dia X 8" long nelson studs. o This baseplate should have been embedded into the column Now, it will be embedded into the secondary poura A :L + In order to engage this concrete, please drill and epoxy (4) #5 barsp, Ait the top of the existing pour with HILTI HIT HY150 2 Part Epoxy with 12" hooks into the secondary pour. Be careful to keep the bars clear from the nelson studs of the base plate. The Hooks can be rotated into the projection of the hollow core if necessary. • 3. SC8 that bears on SB103 and SB110 o This will move to the rear by 1 %". It will weld directly to a baseplate that will bear directly will sit on top of SB103 and SB110 o There is a W stiffener between the flanges on the front side of the SB110 aligned with the axis of SB103 o The baseplate will be 10 x 14 x 1'/<" thick o No additional work is necessary. We hope that you find the information contained herein helpful and should you have any questions, or need additional information, do not hesitate to call. �� 1-� HHIG�#4 AND BEACH �3g�I iNG tiEt~rCt6l,4E11ST Adam J. Ginsburg, P.E. State of Florida Registered Professional Engineer #51199 CADropboAGEINC CloudlCorrespondence\2016\B4-99-1505 Robins Design Clarification 2016.01-07.doac I global j innovative j integrated I visionary BASE 4 INTERNATIONAL INC. 9858 Glades Road. u237 Boca Raton. Florida 33434 Fria^`, sl 120 72HAUA i E Imo- ^to. ate.: co'n • hvt— !e Oar n r: 4 ru- .Scheduled Date: Thursday, January 7, 2016, AM _Location: 3833 SO OCEAN BLVD .-Permit.Number: 37877... Inspection Type: SLAB Printed: 1/6/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - PLEASE DO LAST MORNING - WILL HAVE PAPERWORK YOU ---REQUESTED----- ------ ----. - -- - --- =---- - - _ _._ - - _.. -- - - -- - ---- -------- - ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑CLOSE PERMIT a 01 CIREINSPECTION REQUIRED ❑REINSPECTION FEE Inspector W" roved = - - -- - OFailed ❑A with Condtions ❑Cancelled ❑Not Ready ❑Unavailable R- 15ATE IME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Monday, January 4, 2016, AM Location: 38.33. SO OCEAN BLVD Permit Number: 37877 Inspection Type: SLAB Printed: 1/4/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: AM - SECOND FLOOR ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: INSPECTION UIRED REINSPEGTI FEE Inspector MICHAEL DESORCY ❑CLOSE PERMIT Sj Approved ❑ Failed UAppfaVe"d with Condtions OCancelled Not Ready ClUnavailable , �= -17 DATE TIME IN TIME OUT OSTOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540, within 10 days of the date hereof. Scheduled Date: Friday, January 15, 2016, AM Location: 3833. SO OCEAN BLVD ...... Permit .Number:..37877 Inspection Type: PLUMBER UNDER GROUND Printed: 1/15/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - GROUND ROUGH ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑CLOSE PERMIT OREINSPECTION REQUIRED MIApproved ❑Failed OREINSPECTION FEE DApproved with Condtions OCancelled ❑Not Ready ❑Unavailable Inspector iENOIHLE DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Monday, January 25, 2016, PM Location:..3833 SO OCEAN BLVD ,..Permit_Numbe.r:%37877 Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 1/22/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT "` Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ZRElNSPECTION REQUIRED EINSPECTI-O FEE Inspector 11 1 - %O v MICHAEL DESORCY ❑CLOSE PERMIT OApproved OFailed 1 OApproved with Condtio s celled l ONot Ready OUnava' e DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Tuesday, January 26, 2016, AM _Location: 3833.S0 OCEAN_BLVD........P-ermit_Number.:,378.77..._ - Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 1/26/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: AM - PLEASE DO LAST . OCONDITIONAL APPROVAL Inspectors Comments and Conditions: DfEINSPECTIO EQUIRED �REINSPEC - N FEE Inspector MICHAEL DESORCY ❑CLOSE PERMIT m CetfwbA A'preve�'- O ro eFailed d with Condtions Cancelled ONot Ready OUnavailable DATE TTIME IN TIME O T ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. -For instructions concerning - compliance with this order, contact the Building Official at (561) 278-4540 within 10 days Scheduled Date: Tuesday, March 1, 2016, PM Location::3.833_-S.O._OC:EAN_BLVD.. , _ _ . _..._..__$ermit N.umbe.r:- 3787--7....._ _ . _Inspection Type: SLAB__ -_- - __ _... -_.__- _Printed:-2/29/2016 Primary=Cont_ractor:_JAG--DESIGN & DEVELOPMENT * Contractor Phone:- 561.-702=30__ - --__Project-Descri-ption NEWS-INGLE=F-AMILY=HOME-**NEED-G-7.01=BEFORE-FINAL-INSPECTION**- - --Scheduting-Cornmeat: P-M 2N-D-FLOOR SL-AB -- - - - ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: R QREINSPECTION REQUIRED .. INSPECT'ION'FEE'' Inspector t(i Y&A1Y_'_1 MICHAEL DESORCY ❑CLOSE PERMIT tKPproveqz.'OFailed OA ed with Condtioiis OCancelled ONot Ready OUnavailable (;/�/0t �6 tt(J e TIME I TIME OUT DATE T ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, March 2, 2016, Locatiow.38.3.3..S.0 OCEAN BLVD Permit Number: 37877 Inspection Type: BUILDING Printed: 3/1/2016 Props Owner -ROBINS, In nQ�ni OW"r-Phone- Pi - --- -rojec escrip. ion:-. __ _ -- -H - E---N, =ED-G-701-B --- -SITE WALL FOOTER ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: MICHAEL DESORCY DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT Scheduled Date: Thursday, March 16, 2017, AM ` Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: PLUMBING TOP OUT Printed: 3/15/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT'` Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME *"NEED G-701 BEFORE FINAL INSPECTION' Scheduling Comment: AM ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KENNETH M ❑CLOSE PERMIT MApproved OFailed ❑Approved with Condtions OCancelled ❑Not Ready OUnavailable 311V 0 DATE P ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT Scheduled Date: Thursday, March 17, 2016, PM Location: 3833 SO OCEAN BLVD Inspection Type: COLUMNS/TIE BEAM/WALLS Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT " Project Description: NEW SINGLE FAMILY HOME **N Scheduling Comment: PM PARTIAL TIE BEAMS Permit Number: 37877 Printed: 3/16/2016 Owner Phone: 1 1 _ %fir •I'G./��„di. �'i/!rt ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector W i - DESORCY T )— — r- -I--( - e;�� with Condtions El Not Ready a/ , Il(efo DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540. within 10 days of the date hereof. ❑Failed ❑Cancelled ❑Unavailable TIME IN TIME OUT TOWN OF • •' Scheduled Date: Thursday, March 17, 2016, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: COLUMNS/TIE BEAM/WALLS Printed: 3/16/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SING F MILY HOME **NEED G-701.BEFORE FINAL INSPECTION** Scheduling Comment: PM Cr( Iz- L/ ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector 'D DESORCY roved ❑Appro_vz,d`with Condtions ❑Not Ready 03 In, DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. r ❑Failed ❑Cancelled ❑Unavailable TIMEIN TIME OUT Scheduled Date: Monday, April 11, 2016, PM Location: 3833 SO OCEAN BLVD Inspection Type: SLAB Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 4/8/2016 Owner Phone: Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector J)��( KEN LOIHLE ❑Ap ved ❑Failed ❑ proved with Condtions ❑Cancelled Not Ready ❑Unavailable DATE TIME IN -TIME ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Tuesday, April 12, 2016, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: SLAB Printed: 4/11/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM - THIRD FLOOR SLAB ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION REQUIRED OREINSPECTION FEE L DESORCY ❑CLOSE PERMIT �'Condtions 0 Failed :q6ppfoled Approve❑Cancelled eadv MUnavailable DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. .1(y --1 - TIME IN TIME OUT BUILD1. ING PERMIT WARNING TO OWNER: "YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NOTICE IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PERMIT NO.: sr/As� ier's /Address/Telephone 10 Ocean UNIT # TOWN OF HIGHLAND BEACH 3616 South Ocean Blvd. -==: Highland Beach, FL 33487,,,; ff (561) 278-4540 Fax (561) 278-2606 . Permit Type: / 'lip Date Applied. ate Iss Prepared B Subdivision Name Contractor's Name/Address/Telephone Su ov ors Zoning q 9�o��oaorroor Improvements N THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND HUM IT (IM) UATS AFTER ISSUANCE OR -IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS. Any change in building plans or specifications must be recorded with this office. Any work not covered above must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree toerect this structure in full compliance with the Building and Zoning Codes bf the Town of Highland Beach. DOCK ENERGY CONSERVATION TREE PRESERVATION SEAWALL INSULATION TREE PROT. HANDICAP WALLS LOT CLEARING CEILING LOT FILLING ILLUMINATION TREES/SHRUBS NOTES: NOTES NOTES: FINAL FINAL FINAL PROJECT COMPLETION DATE: CERTIFICATE OF OCCUPANCY: NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSP ECTION RECORD ZONING PRODUCTS CONTAM Moo INSPECTOR DATE INSPECTOR DATE ..INSPECTOR DATE SET BACK SCREEN ENCL. PARKING GLASS FENCE RAILINGS OVERHANG AWNINGS I LOT LINES OCCUPANCY SHUTTERS SIGN CONST. � NOTES: nn CG 7 �� SIGN TEMP. MISC. FINAL FINAL FINAL f'- �r( muu11 !U14AL JOt3 COMMENTS: uJ BUILDING PAVING/DRAINAGE MECHANICAL Q INSPECTOR DATE INSPECTOR DATE INSPECTOR DATE m PILING SUB GRADE AIR COND. IT! FOUNDATION SOIL COMP. SET BACK SLAB e SLAB SLAB COLUMNS TIE BEAM BASE ASPHALT EXCAVATION PIPE BACKFILL NOTES: FINAL PLUMBING -T1.1------ SLAB ROUGH FINAL GAS PIPING NOTES: FINAL ELECTRICAL TOWN OF HIGHLAND BEACH INSPECTION•' Scheduled Date: Thursday, May 19, 2016, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: COLUMNS/TIE BEAMIWALLS Printed: 5/18/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT'` Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - THIRD FLOOR TIE BEAM ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: rocs wV. - I I ( r N L- . , - EINSPECTION REQld1 ED Approved Failed ❑REINSPECTIOI�,F� L�pr�d'with Condtions Cancelled Not Ready DUnavailable Inspectorl MICHAEL DESORCY DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Friday, July 15, 2016, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ROOF IN PROGRESS Printed: 7/14/2016 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: AM - ROOF SLAB AND TIE BEAM (TOP LEVEL) ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: OREINSPECTION REQUIRED 73REIN,5PECTION FEE InspectorU l � MICHAEL DESORCY MAAWroved ❑ Failed Approv with Condtions OCancelled o O Ready OUnavailable 0 Y ) I DATE TIME IN IMT E OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of.Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540.within 10 days of the date hereof. BUILDING PERMIT WARNING TO OWNER: "YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NOTICE IN'ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAYBE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PERMIT NO.: er's N me/Addi=ess/Telephone • 38'500ceot)� 0 . lip (d 0003Lk .W UNIT # TOWN OF HIGHLAND BEACH :e h1N(IIG 3616 South Ocean Blvd. .Highland Beach, FL 33487;,`' (561) 278-4540 Fax (56 OUAQ-2606 Permit Type: _tin Date Applied Date Issued: k .a. ` •'� Prepared By. bdivision Name Zoning Contractor's Name/Ad s/Telephone D 0401 Improveme THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMM44Cj9N UNDRED AND EIGHTY (1g) DAYS AFTER ISSUANCE OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONLIHSMFVD541 ICY (180) DAYS. Any change in building plans or specifications must be recorded with this office. Any work not covered ; of the granting of this permit, the owner and builder agree to erect this structure in full compliance with ali m; pnor to starting. In consideration ing and Zoning Codes of the Town of Highland Beach. DOCK ENERGY CONSERVATION/P TREE PRESERVATION SEAWALL INSULA ON " 4 /..< TREE PROT. WALLS LOT CLEARING n- CEILING . LOT FILLING l lJ Gf ILLUMINAT N TREESISHRUBS NOTES: WA/0 NOTES NOTES: f. FIN tLe FINAL FINAL PROJECT COMPLETION DATE:_ CERTIFICATE OF OCCUPANCY: a aall ila rlr/i sons Examsansommusum m a 0 M ENaonsommossumno snsummmi loing "uomwon 3om"ago aongnssnwnn■iiism nomanummung mail0 mass BMW a nummossummung a0 9 Samoa nommannmmm oumaxnnnnmnmonnwan�nxxxnngm ire n i among "won KN OBS onsummonns 0 a a no 8 ass me son onso 8imnl onamommon, mnagnusnumsmuusmamms onsuanmogn son g riloir a so 0 ommummmm ummungua Nunn ao a m loMOMsoEffmagnums sg onsonnnonso a a so aoalma a mansmon museum on "lly ounnowanum an wounsminumn as NUMNIIIIIIII Now ORION exammannownsen a a sommusumns mossmesumn mossomessumas malaFamanno a sommanumasms NOWS mum wm�== Mae. sXn mxnmmumoxsm ---- an usaso mannumenum a ntlsnunial lmnnow lmum 8 a an smsmommansum salesHouma --m unsumn summussamunAMRM an woman ■/slain gnu names* monuff MONSOONrl sea a Mason /riaoillasas a Exams nommungs son onamon 5 no mum No 5 5 a an 0 unum"was am all 11M--- 11001 a a a monsoon own Sam No son Konaissas an a so an -- am so 00 Nunn sun an MR onawn a r as aii a soon "son 2 mmmi a see oil :0 - - 2 a ol WINa a E 5 a2n own onus a inns Ono susnn aiu non ola onln on 0 man a 8 meson boo iiiaiismassan MR MR WE an ■nsaaan sl annoy EXCELLENCE SINCE 1993 No Text Prepared by and return to: Ronald L. Plat_ t President Independence Title Insurance Agency, Inc. 205 NE 5th Terrace Delray Beach, FL 33444 561-368-3337 File Number: B14.227 Will Call No.: MAY 19 2015 HIGHLAND BEACH BUILDING DEPARTMENT L 26846 PG OOG RECORDED 0611612014 14-.13.1.x Palm Beach County, F1. rich Ali" 3,675,000.00 Doc Stamp 25, 7';2 . 0 Sharon R. &3ck,,CLERK 6, CONF TALL E Pg,z 0066 .. t 2p9 i PERMIT 03787 7 [Space Above This line For Recording Data] I L11) M r% E , , D Warranty Deed - This Warranty Deed made this d y of June, 2014 between Daniel Hassan, as Trustee of the Daniel Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one-half interest and Sarah Hassan, as Trustee of the Sarah Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one-half interest whose post office address is 343 Mizner Lake Estates Dr., Boca Raton, FL 33432 and 6002 Le Lac Rd., Boca Raton, .FL 33496, grantor, and Andrew Robins, a single man whose post office address is 10262 Vestal Manor, Coral Springs, FL 33071, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO,100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida to -wit: That portion of the South 100 feet of the North 1350 feet. of Government Lot 1, of Section 4, Township 47 South, Range 43 East, Palm Beach County, Florida, lying East of the Easterly Right of Way line of State Road AL& Parcel Identification Number: 24-43-47-04-00-001-0131 Subject to taxes for 2014 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. Grantors warrant that at the time of this conveyance, the subject property is not the Grantors' homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Grantors' residence and homestead address is: 343 Mizner Lake Estates Dr., Boca Raton, FL 33432 (Daniel Hassan) and 6002 Le Lac Rd., Boca Raton, FL 33496 (Sarah Hassan) . Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimee J Signed, sealed Witness Name: State of Florida County of Palm Beach [ DDDDDD MAY 19 2015 in our presence: HIGHLAND BEACH -- BUILDING DEPARP41, NT Trustee Sarah Hassan, Trustee The foregoing instrument was acknowledged before me this 4 day of June, 201.4 by Daniel Hassan, as Trustee of the Daniel Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one-half interest and Sarah Hassan; as Trustee of the Sarah Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one in rest, who L] is personally known or [X] has produced a driver's license as identification. [Notary Seal] Nota Pub. ' „"I"P..�� TODD SURBER Printed Name: `spr r; Notary Public - State of Florida My Comm. Expires Sep 27, 2014' � • .`�; Colnmissicn # EE 28350 My Commission Expires Bonded Throu0`, ?vati'nat l4otary Assn. Warranty Deed - Page 2 DoubleTime* 3 `7 3 3 -3`3 Sty ©ceo , 13 f uJ V CONTACT ELECTRIC 4"x4" P,T, M❑UNTING POST F(--1 �n nP=-)1 � -JF-I REC, SEP 2 3 2015 HIGHLAND BEACH BUILDING DEPARTMENT HEAD /A�n\3-43 VER 40V SERVIC PERMIT SHALL COM f IC WORK H NATIONAL CODE #8 VC Fc-r-7oQa-.s12 Florida's Leading Engineering Source Environmental - Geotechnical - Construction Materials Testing - Threshold & Special Inspections - Private Provider Services & Code Compliance r 16, 2016 NOV 2 2 2019 Mr. Jason Giachetti I HIGHLAND BEACH JAG Design &Development —BUILDING DEPARTMENT - Highland Beach, FL 33487 Phone: (561) 702-1132 Subject: Auger -Cast Pile Certification (Final Robins Residence 3833 S. Ocean Blvd. Highland Beach, FL GFA Project No.: 15-1597.01 Re: 1. GFA International Geotechnical Report dated August 5, 2015. Dear Mr. Giachetti: Representatives of GFA International, Inc. (GFA) were requested to monitor the installation of auger -cast piles for the referenced structure located at 3833 South Ocean Boulevard in Highland Beach, Florida. Monitoring of the auger -cast pile installation was conducted by a representative of GFA who recorded the pile identification number, depth, time of pile installation, volume of actual grout vs. theoretical (based on pump calibration) and provided inspection and placement of reinforcing steel. Note that the grout pump was calibrated on site prior to installation of the first pile. Monitoring was performed in accordance with the general recommendations of Reference Document 1. The piles were monitored between September 2"d and 5th, 2015 during installation. Samples of the grout were taken during each day's production and were returned to the laboratory for compressive strength determination. Based upon our inspections and testing and to the best of our knowledge and belief, GFA concludes that the auger -cast pilings for this project have been installed in accordance with the requirements of Referenced Document 1 above, and they will adequately provide the recommended compression and tension loadings. OFFICES THROUGHOUT FLORIDA 1215 Wallace Drive - Delray Beach, Florida 33444 - (561) 347.0070 - (561) 395.6805 (fax) - www.teamgfa.com Robins Residence September 16, 2016 Auger -Cast Pile Certification Page 2 of 2 Closure The assessment was performed at the Client's request using the methods and procedures consistent with good commercial and customary practice designed to conform with acceptable industry standards. In expressing the opinions stated in this report, GFA has exercised the degree of skill and dare ordinarily exercised by a reasonably prudent architect or engineer in the same community and in the same time frame given the same or similar facts and circumstances. The independent conclusions represent our professional judgment based on information and data available to us during the course of this assignment. GFA's evaluations, analyses and opinions are not representations regarding either the design integrity, structural soundness, or actual value of the property. The conclusions presented are based on the data provided, observations and conditions that existed on the date of the assessment. It has been our pleasure to assist you in this phase of your project. If you have any questions about this report or need any additional information, please call at your convenience. Respectfully submitted, GFA International, Inc. - CA #4930 e,im-ay 1 x� Estela G. Le6n Aguilar, E.I. Project Engineer ��tsa�e,eerr� ydr ••�•ro�r•a• 0 qV d. 7 ST s � • a � e ♦ � u ♦ °'W • ®�e lk �a460.4 C as "Offt$#ItIrI►► Attachments: 1. Pile Numbering Plan 2. Records of Pile Installation. 3. Compressive Strength Test Results Carlos Mercado PE#71707 Sep 16 2016 10:38 AM ab-lon Carlos A. Mercado, P.E. Senior Geotechnical Engineer State of Florida Registered Professional. Engineer No. 71707 U � 4 81 O OP t O O •>O _ •� O � O O O a O 02 u 0 a O O O OHO O O b x UO 9 O L • a t 4 O t 1 4 O O r 4 1 iO Ol tr O O p 1 O 4 I R r' Ol a PILING LOCATION PLAN CONCRETE PILE BCNEDNLE o: THE ROBINS RESIDENCE 3833 8. OCEAN BLVD. HIGHLAND BEACH. FLDRIDA jigR C H I T E C T BRUCE CELENSKA INC. wau.��W. ..�, a a_, f,.q�•••• Jnz It-oz9 A, SHOWN S-1 AUGER CAST PILE LU(j PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/2/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.33 25 12:19 PM 12:22 PM 41 38.17 1.43 1425 9 c . 6,500 PSI grout. Batched at 11:40am P2.36 25 12:28 PM 12:33 PM 55 51.21 1 1.92 1425 P2.32 25 12:36 PM 12:40 PM 49 45.62 1.71 1425 P2.29 25 12:42 PM 12:50 PM 56 52.14 1.95 1425 P2.27 25 12:52 PM 12:58 PM 55 51.21 1.92 1425 P2.25 25 1:00 PM 1:03 PM 51 47.48 1.78 15061 9c . Batched at 12:18 m P2.5 25 1:05 PM 1:08 PM 53 49.34 1.85 15061 P2.4 25 1:10 PM 1:15 PM 45 41.90 1.57 15061 P2.2 25 1:17 PM 1:20 PM 44 40.96 1.53 15061 P2.16 25 1:24 PM 1:28 PM 43 40.03 1.50 15061 P2.21 25 1:31 PM 1:36 PM 67 62.38 2.33 15061 Truck ran out of grout. Need to redrill. P2.21 25 3:29 PM 3:34 PM 43 40.03 1.50 1455 9c . Batched at 2:14 m. P2.34 25 3:39 PM 3:44 PM 52 48.41 1.81 1455 Need to redrill. P2.37 25 3:47 PM 3:51 PM 62 57.72 2.16 1455 Redrill-Pumpissues. P2.35 25 3:55 PM 3:59 PM 57 53.07 1.99 1455 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.51 35 10:08 AM 10:13 AM 62 57.72 1.54 1462 Batched at 9:31 am. 9c 1 1 35 10:15 AM 10:20 AM 58 54.00 1.44 1462 Pool 2 35 10:24 AM 10:29 AM 52 48.41 1.29 1462 Pool 4 35 10:32 AM 10:37 AM 68 63.31 1.69 1462 Pool 3 35 11:00 AM 11:05 AM 57 53.07 1.42 1462/1455 Pool. Batched at 10:26am. 9cy #1455 Truck. 9 1 35 11:12 AM 11:18 AM 56 52.14 1.39 1455 Pool 7 35 11:21 AM 11:26 AM 62 57.72 1.54 1455 Pool 10 35 11:27 AM 11:31 AM 61 56.79 1.52 1455 Pool 5 35 11:34 AM 11:38 AM 55 51.21 1.37 1455 Pool. End concrete. 8 35 11:55 AM 11:58 AM 56 1 52.14 1.39 1425 Pool. Start batched at 11:1lam 9c #1425 Truck. 6 35 12:01 PM 12:05 PM 57 53.07 1.42 .1425 Pool 11 35 12:07 PM 12:11 PM 58 54.00 1.44 1425 Pool P1.1 35 12:19 PM 12:29 PM 149 138.72 3.71 1425/15067 Patio. Batched at 11:54am 9cy. Steel pile got stuck in the middle. P1.1 35 12:31 PM 12:36 PM 50 46.55 1 1.24 15067 Re -drill Patio P2.34 25 12:51 PM 12:56 PM 44 40.96 1.53 15067 P2.30 25 1:00 PM 1:03 PM 45 41.90 1.57 15067 P2.28 25 1:05 PM 1:09 PM 44 40.96 1.53 15067/15061 Batched at 12:46 m 9c . P2.26 25 1:14 PM 1:16 PM 40 37.24 1.39 15061 P2.23 25 1:20 PM 1:23 PM 43 40.03 1.50 15061 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, W GROUT FACTOR TRUCK NUMBER REMARKS P2.1 25 1:25 PM 1:28 PM 44 40.96 1.53 15061 P2.18 25 1:32 PM 1:35 PM 41 38.17 1.43 15061 P2.19 25 1:38 PM 1:41 PM 37 34.45 1.29 15061 P2.3 25 1:45 PM 1:49 PM 40 37.24 1.39 15061/1462 Batched at 1:20 m P2.24 25 1:51 PM 1:53 PM 35 32.59 1.22 1462 P2.15 25 1:56 PM 1:59 PM 44 40.96 1.53 1462 P2.14 25 2:05 PM 2:09 PM 40 37.24 1.39 1462 P2.12 25 2:11 PM 2:15 PM 44 40.96 1.53 1462 P2.40 25 2:17 PM 2:21 PM 44 40.96 1.53 1462 P2.54 25 2:25 PM 2:29 PM 42 39.10 1.46 1462 Empty 2:31 pm truck P2.9 25 2:41 PM 2:50 PM 65 60.52 2.26 15069 Batched at 2:18pm. Concrete stopped, empty hole possible existing drainage. P2.42 25 2:53 PM 2:58 PM 42 39.10 1.46 15069 P2.44 25 3:01 PM 3:04 PM 44 40.96 1.53 15069 P2.9 25 3:07 PM 3:09 PM 30 27.93 1.05 1 15069 Redrill-Pour stopped, still empty hole. P2.7 25 3:12 PM 3:15 PM 42 39.10 1.46 15069 Empty truck. P2.5 25 3:20 PM 3:22 PM 35 32.59 1.22 15069 P2.9 25 3:42 PM 3:45 PM 47 43.76 1.64 15069/1483 Batched at 3:04pm. 15069 empty truck. Redrill and successful pour. P2.50 25 3:48 PM 3:52 PM 44 40.96 1.53 1483 P2.48 25 3:57 PM 1 4:01 PM 42 39.10 1.46 1483 AUGER CAST PILE W(j PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.39 25 4:04 PM 4:08 PM 45 41.90 1.57 1483 P2.41 25 4:11 PM 4:14 PM 42 39.10 1.46 1483 P2.60 25 4:18 PM 4:22 PM 48 44.69 1.67 1483 Truck empty. AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): - 14 PUMP CALIBRATION: 0.931 - Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.23 25 10:33 AM 10:37 AM 41 38.17 1.43 15049 Batch time 9:51 am. 9c 1.3 1 25 10:40 AM 10:43 AM 44 40.96 1.53 15049 25 10:45 AM 10:48 AM 42 39.10 1.46 15049 r 25 10:52 AM 10:56 AM 45 41.90 1.57 15049 25 11:00 AM 11:04 AM 44 40.96 1.53 15049 1.14 25 11:23 AM 11:26 AM 42 39.10 1.46 15049 1.10 25 11:28 AM 11:32 AM 40 37.24 1.39 15114 Batch time 10:58am. 9c 1.7 25 11:35 AM 11:38 AM 41 38.17 1.43 15114 2.53 35 11:43 AM 11:48 AM 67 62.38 1.67 15114 . 1.3 25 11:54 AM 11:58 AM 44 40.96 1.53 15114 24.45 25 12:02 PM 12:05 PM 43 40.03 1.50 15114 2.58 25 12:17 PM 12:20 PM 47 43.76 1.64 15114 1.6 25 12:23 PM 12:26 PM 44 40.96 1.53 15114/1449 Batch time11:56am. 9c 2.1 25 12:32 PM 12:35 PM 41 38.17 1.43 1449 2.8 25 12:39 PM 12:42 PM 42 39.10 1.46 1449 2.43 25 12:44 PM 12:48 PM 50 46.55 1.74 1449 2.47 25 12:51 PM 12:55 PM 55 51.21 1.92 1449 2.47 25 1:01 PM 1:04 PM 38 35.38 1.32 1449 Re -drill bottom 5 feet. Hole collapse 1.22 25 1:09 PM 1:12 PM 44 40.96 1.53 11449/1561 Batch time 12:41 pm. 9c AUGER CAST PILE LUU PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 2.38 25 1:15 PM 1:20 PM 45 41.90 1.57 1561 Batch time 12:41 pm. 9c 1.28 1 25 1:25 PM 1:29 PM 49 1 45.62 1.71 1561 1.18 25 1:36 PM 1:39 PM 41 38.17 1.43 1561 1.25 25 2:04 PM 2:07 PM 43 40.03 1.50 1561 1.9 25 2:09 PM 2:13 PM 43 40.03 1.50 1561 1.29 25 2:16 PM 2:20 PM 44 40.96 1.53 1561/15069 Both trucks pouring at same time. 1.16 25 2:24 PM 2:28 PM 43 40.03 1.50 15069 Batch time 1:46 m 9c 2.2 25 2:31 PM 2:35 PM 35 32.59 1.22 15069 2.22 25 2:45 PM 2:48 PM 48 44.69 1.67 15069 2.17 25 2:51 PM 2:54 PM 42 39.10 1 A6 15069 2.13 25 3:01 PM 3:04 PM 47 43.76 1.64 15069 2.46 25 3:11 PM 3:14 PM 41 38.17 1.43 15069 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE:, 9/5/2015 PILE DIAMETER (INCHES): 14 • PUMP CALIBRATION: 0.931 Inspector: Mike Lenz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.19 25 9:40 AM 9:44 AM 43 40.03 1.50 1559 9c . 6,500PS1 grout. Batched at 8:34am. 1.17 25 9:48 AM 9:51 AM 44 40.96 1.53 1559 1.1 25 9:54 AM 9:59 AM 57 53.07 1.99 1559 2.52 1 35 10:04 AM 10:09 AM 60 55.86 1.49 1559 2.49 25 10:15 AM 10:18 AM 5 4.66 0.17 1559 Auger clogged up. Need to redrill. 2.49 25 10:23 AM 10:28 AM 45 41.90 1.57 1559/15034 2.6 25 10:29 AM 10:33 AM 42 39.10 1.46 15034 9c . 6,500PS1 grout. Batched at 9:18am. 2.11 1 25 10:36 AM 10:40 AM 45 41.90 1.57 15034 2.47 25 10:43 AM 10:48 AM 44 40.96 1.53 15034 1.2 25 10:50 AM 10:55 AM 42 39.10 1.46 15034 1.4 25 10:58 AM 11:02 AM 44 40.96 1.53 15034 1.5 25 11:03 AM 11:08 AM 42 39.10 1.46 15034/1581 2.3 25 11:21 AM 11:25 AM 43 40.03 1.50 1581 Made a set 6 2"x2" cubes. 1.24 25 11:27 AM 11:31 AM 42 39.10 1.46 1581 9c . 6,500PS1 grout. Batched at 10:14am. 1.27 25 11:35 AM 11:39 AM 45 41.90 1.57 1581 1.21 25 11:43 AM 11:47 AM 41 38.17 1.43 1581 1.8 25 11:54 AM 11:58 AM 40 37.24 1.39 1581 2.61 25 11:59 AM 12:06 PM 45 41.90 1.57 1482 9c . 6,500PS1 grout. Batched at 11:08am. 1.14 25 12:10 PM 12:14 PM 44 40.96 1.53 1482 1.12 25 12:17 PM 1 12:21 PM 1 44 40.96 1.53 1482 Compressive Strength of Grout Report Date: /2016 P g �'( le: 11343 Sample: 11343 G Cube �"'FaNana`'" Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 3 Technician: Albaz, Sam Batched: 11:40 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam Sampled: 12:15 EDT Specimens In Set: 6 Date Cast: 09/02/15 Cast: 12:25 EDT Truck / Ticket #: 1425 / 35273 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" Piles number: P2.33, P2.36, P2.32, P2.29, P2.27, P2.25, Sample Location / Notes: Cure Box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 3-1 7 09/09/15 6/ 1 4.00 25,920 6,480 D2 N 3-2 7 09/09/15 6/ 1 4.00 25,180 6,300 D2 N 3-3 14 09/16/15 6/8 4.00 31,790 7,950 D2 N 3-4 14 1 09/16/15 1 6/8 4.00 31,100 1 7,780 D2 N 3-5 29 10/01/15 6 / 23 4.00 32,440 8,110 D4 N 3-6 29 10/01/15 6 / 23 4.00 32,960 8,240 D4 N Test Age Average Strengths (psi): 7 Day - 6390, 14 Day - 7860, 29 Day - 8180 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. A 'eRNAT��aP Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone:561-347-0070 Fax:561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11397 Cube Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 1 Technician: Uy, Nathaniel Batched: 09:31 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 09:41 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 09:41 EDT Truck / Ticket M 1462 / 35301 Sampled From: Chute Truck Empty: 11:05 EDT Contrac_ tor: BM marine construction Placement Method: Chute Placement Time: 94 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile #P2.51 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 86 Grout Temp (F): 98 (ASTM C 1064) Load Volume: Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 1-1 7 09/10/15 5/ 2 4.00 18,970 4,740 .1)2 N 1-2 7 09/10/15 5/ 2 4.00 20,190 5,050 D2 N 1-3 14 09/17/15 5/9 4.00 26,510 6,630 D4 N 1-4 14 09/17/15 5/9 4.00 26,370 6,590 D4 N 1-5 28 10/01/15 5 / 23 1 4.02 28,950 7,200 D4 N 1-6 28 10/01/15 5 / 23 4.00 28,050 7,010 D4 N Test Age Average Strengths (psi): 7 Day - 4900, 14 Day - 6610, 28 Day - 7110 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.51 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength p g of Grout Report Sample: Sample: 11415 Of Cube Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 2 Technician: Uy, Nathaniel Batched: 13:20 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 13:55 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 13:55 EDT Truck / Ticket #: 1462 / 35320 Sampled From: Chute Truck Empty: 14:25 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 65 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile P2.15 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 90 Grout Temp (F): 95 (ASTM C 1064) Load Volume: Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 2-1 7 09/10/15 5/ 2 4.00 26,420 6,610 D2 N 2-2 7 09/10/15 5/ 2 4.00 24,840 6,210 D2 N 2-3 14 09/17/15 5/9 4.00 27,510 6,880 D4 N 2-4 14 09/17/15 1 5/9 3.98 27,000 6,780 D4 N 2-5 28 10/01/15 5 / 23 4.00 1 34,220 8,560 D4 N 2-6 28 10/01/15 5 / 23 4.02 1 32,600 8,110 D4 N Test Age Average Strengths (psi): 7 Day - 6410, 14 Day - 6830, 28 Day - 8330 Break Remarks v Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.15 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Com ressive Stren th of Grout Report Date: 9/16/2016 p g Sample: 11452 Cube .Test Method: C 109 -Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL -. Piles & Vibration Mo... •3833 S. Ocean Blvd. Highland Beach, FL' Sample Details Set #: 4 Technician: Albaz, Sam Batched: 09:51 EDT Specimen Size: 2"x2"x2" -Cast By: Albaz, Sam Sampled: 10:45 EDT Specimens In Set: 6 Date Cast: 09/04/15 Cast: 10:50 EDT Truck / Ticket #: 15049 / 35362 Sampled From: Chute 'Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: Pile numbers P1.23, P1.30, P1.20, P1.26, P1.15, P1.14 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable_ Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in') Max Load (Ibs) Strength (psi) Break Remark Capping Method 4-1 7 09/11/15 4/ 3 4.02 22,630 5,630 D2 N 4-2 7 09/11/15 4/ 3 4.00 20,230 5,060 D2 N 4-3 14 09/18/15 4 / 10 4.00 27,850 6,960 �. , D4 N 4-4 14 09/18/15 4 / 10 1 4.00 25,610 6,400 D4 N 4-5 28 110/02/15 4 / 24 4.02 29,450 7,330 D4 N 4-6 28 10/02/15 4 / 24 3.98 28,390 7,130 D4 N Test Age Average Strengths (psi): 7 Day - 5340, 14 Day - 6680, 28 Day - 7230 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Gce �Rroano�p Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Com ressive Stren th of Grout Report Date: 53 (R 01 P g Sample: 114(RR-1)) 'An T Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Be[ Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 5 Technician: Albaz, Sam Batched: 10:14 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam Sampled: 11:00 EDT Specimens In Set: 6 Date Cast: 09/05/15 Cast: 11:10 EDT Truck / Ticket #: 1581 / 156375 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: 1.5, 2.3, 1.24, 1.27 (cast by Mike Lenz) Sample Location I Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd') Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 5-1 7 09/12/15 3/ 4 4.04 31,000 7,670 D2 N 5-2 7 09/12/15 3/ 4 4.00 30,550 7,640 D2 N 5-3 16 09/21/15 3 / 13 4.00 39,880 9,970 D4 N 5-4 16 1 09/21/15 1 3 / 13 1 4.02 1 39,100 9,730 D4 N 5-5 28 10/03/15 3 / 25 4.00 41,980 10,500 D4 N 5-6 28 10/03/15 3 / 25 4.02 42,420 10,550 D4 N Test Age Average Strengths (psi): 7 Day - 7660, 16 Day - 9850, 28 Day - 10520 Break Remarks Capping Methods 132: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ; Florida's Leading Engineering Source Environmental • Geotechnical - Construction Materials Testing • Threshold & Special Inspections - Private Provider Services & Code Compliance Mr. Jason Giachetti' JAG Design & Development Highland Beach, FL 33487 Phone: (561) 702-1132 Subject: Auger -Cast Pile Certification (Final Robins Residence 3833 S. Ocean Blvd. Highland Beach, FL GFA Project No.: 15-1597.01 September 16, 2016 MED In�CSRVP.M0 NOV 2 2 2019 HIGHLAND BEACH BUILDING DEPARTMENT Re: 1. GFA International Geotechnical Report dated August 5, 2015. Dear Mr. Giachetti: Representatives of GFA International, Inc. (GFA) were requested to monitor the installation of auger -cast piles for the referenced structure located at 3833 South Ocean Boulevard in Highland Beach, Florida. Monitoring of the auger -cast pile installation was conducted by a representative of GFA who recorded the pile identification number, depth, time of pile installation, volume of actual grout vs. theoretical (based on pump calibration) and provided inspection and placement of reinforcing steel. Note that the grout pump was calibrated on site prior to installation of the first pile. Monitoring was performed in accordance with the general recommendations of Reference Document 1. The piles were monitored between September 2nd and 5th, 2015 during installation. Samples of the grout were taken during each day's production and were returned to the laboratory for compressive strength determination. Based upon our inspections and testing and to the best of our knowledge and belief, GFA concludes that the auger -cast pilings for this project have been installed in accordance with the requirements of Referenced Document 1 above, and they will adequately provide the recommended compression and tension loadings. OFFICES THROUGHOUT FLORIDA 1215 Wallace Drive • Delray Beach, Florida 33444 • (561) 347-0070 • (561) 395.5805 (fax) • www.teamgfa.com Robins Residence Auger -Cast Pile Certification Closure September 16, 2016 Page 2 of 2 The assessment was performed at the Client's request using the methods and procedures consistent with good commercial and customary practice designed to conform with acceptable industry standards. In expressing the opinions stated in this report, GFA has exercised the degree of skill and care ordinarily exercised by a reasonably prudent architect or engineer in the same community and in the same time frame given the same or similar facts and circumstances. The independent conclusions represent our professional judgment based on information and data available to us during the course of this assignment. GFA's evaluations, analyses and opinions are not representations regarding either the design integrity, structural soundness, or actual value of the property. The conclusions presented are based on the data provided, observations and conditions that existed on the date of the assessment. It has been our pleasure to assist you in this phase of your project. If you have any questions about this report or need any additional information, please call at your convenience. ..�,,,... Respectfully submitted, GFA International, Inc. - CA #4930 Estela G. Le6n Aguilar, E.I. Project Engineer Attachments: 1. Pile Numbering Plan 2. Records of Pile Installation. 3. Compressive Strength Test Results Carlos Mercado PE#71707 Sep 16 2016 10:38 AM Carlos A. Mercado, P.E. Senior Geotechnical Engineer State of Florida Registered Professional' Engineer No. 71707 19 4 O O O 0 O(r-) O _ O O O O O) ) k 9 s s 4 1 O 4 y rvD O O O ♦ D C) C 4 O O o O f F O tP {• O )s— en } PIING LOCATION PLAN w� m. t�w CONCIZE7E PILE SCHEDULE p: IFTHE ROBINS RESIDENCE I 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA A R C H I T E C T AR C H CELENSK4 INC. AMitUQ DINq� I mNrp Hcwe adn�o rm �wetlwama�. fiow�a e� f�[�•• JA2 11-029 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/2/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.33 25 12:19 PM 12:22 PM 41 38.17 1.43 1425 9 c . 6,500 PSI grout. Batched at 11:40am P2.36 25 12:28 PM 12:33 PM 55 51.21 1 1.92 1425 P2.32 25 12:36 PM 12:40 PM 49 45.62 1.71 1425 P2.29 25 12:42 PM 12:50 PM 56 52.14 1.95 1425 P2.27 25 12:52 PM 12:58 PM 55 51.21 1.92 1425 P2.25 25 1:00 PM 1:03 PM 51 47.48 1.78 15061 9c . Batched at 12:18 m P2.5 25 1:05 PM 1:08 PM 53 49.34 1.85 15061 P2.4 25 1:10 PM 1:15 PM 45 41.90 1.57 15061 P2.2 25 1:17 PM 1:20 PM 44 40.96 1.53 15061 P2.16 25 1:24 PM 1:28 PM 43 40.03 1.50 15061 P2.21 25 1:31 PM 1:36 PM 67 62.38 2.33 15061 Truck ran out of grout. Need to redrill. P2.21 25 3:29 PM 3:34 PM 43 40.03 1.50 1455 9c . Batched at 2:14 m. P2.34 25 3:39 PM 3:44 PM 52 48.41 1.81 1455 Need to redrill. P2.37 25 3:47 PM 3:51 PM 62 57.72 2.16 1455 Redrill-Pumpissues. P2.35 25 3:55 PM 3:59 PM 57 53.07 1.99 1455 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.51 35 10:08 AM 10:13 AM 62 57.72 1.54 1462 Batched at 9:31am. 9c 1 1 35 10:15 AM 10:20 AM 58 54.00 1.44 1462 Pool 2 35 10:24 AM 10:29 AM 52 48.41 1.29 1462 Pool 4 35 10:32 AM 10:37 AM 68 63.31 1.69 1462 Pool 3 35 11:00 AM 11:05 AM 57 53.07 1.42 1462/1455 Pool. Batched at 10:26am. 9cy #1455 Truck. 9 35 11:12 AM 11:18 AM 56 52.14 1.39 1455 Pool 7 35 11:21 AM 11:26 AM 62 57.72 1.54 1455 Pool 10 35 11:27 AM 11:31 AM 61 56.79 1.52 1455 Pool 5 35 11:34 AM 11:38 AM 55 51.21 1.37 1455 Pool. End concrete. 8 35 11:55 AM 11:58 AM 56 52.14 1.39 1425 Pool. Start batched at 11:1lam 9c #1425 Truck. 6 35 12:01 PM 12:05 PM 57 53.07 1.42 1425 Pool 11 35 12:07 PM 12:11 PM 58 54.00 1.44 1425 Pool P1.1 35 12:19 PM 12:29 PM 149 138.72 3.71 1425/15067 Patio. Batched at 11:54am 9cy. Steel pile got stuck in the middle. P1.1 35 12:31 PM 12:36 PM 50 46.55 1.24 15067 Re -drill Patio P2.34 25 12:51 PM 12:56 PM 44 40.96 1.53 15067 P2.30 25 1:00 PM 1:03 PM 45 41.90 1.57 15067 P2.28 25 1:05 PM 1:09 PM 44 1 40.96 1.53 15067/15061 Batched at 12:46 m 9c . P2.26 25 1:14 PM 1:16 PM 40 37.24 1.39 15061 P2.23 25 1:20 PM 1:23 PM 43 40.03 1.50 15061 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.1 25 1:25 PM 1:28 PM 44 40.96 1.53 15061 P2.18 25 1:32 PM 1:35 PM 41 1 38.17 1.43 15061 P2.19 25 1:38 PM 1:41 PM 37 34.45 1.29 15061 P2.3 25 1:45 PM 1:49 PM 40 37.24 1.39 15061/1462 Batched at 1:20 m P2.24 25 1:51 PM 1:53 PM 35 32.59 1.22 1462 P2.15 25 1:56 PM 1:59 PM 44 40.96 1.53 1462 P2.14 25 2:05 PM 2:09 PM 40 37.24 1 1.39 1462 P2.12 25 2:11 PM 2:15 PM 44 40.96 1.53 1462 P2.40 25 2:17 PM 2:21 PM 44 40.96 1.53 1462 P2.54 25 2:25 PM 2:29 PM 42 39.10 1.46 1462 Empty 2:31 prn truck P2.9 25 2:41 PM 2:50 PM 65 60.52 2.26 15069 Batched at 2:18pm. Concrete stopped, empty hole possible existing drainage. P2.42 25• 2:53 PM 2:58 PM 42 39.10 1.46 15069 P2.44 25 3:01 PM 3:04 PM 44 40.96 1.53 15069 P2.9 25 3:07 PM 3:09 PM 30 27.93 1.05 15069 Redrill-Pour stopped, still empty hole. P2.7 25 .3:12 PM 3:15 PM 42 39.10 1.46 15069 EmptV truck. P2.5 25 3:20 PM 3:22 PM 35 32.59 1.22 15069 P2.9 25 3:42 PM 3:45 PM 47 43.76 1.64 15069/1483 Batched at 3:04pm. 15069 empty truck. Redrill and successful pour. P2.50 25 3:48 PM 3:52 PM 44 40.96 1.53 1483 P2.48 25 3:57 PM 4:01 PM 42 39.10 1.46 1483 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.39 25 4:04 PM 4:08 PM 45 41.90 1.57 1483 P2.41 25 4:11 PM 4:14 PM 42 39.10 1.46 1483 P2.60 25 4:18 PM 4:22 PM 48 44.69 1.67 1483 Truck empty. AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.23 25 10:33 AM 10:37 AM 41 38.17 1.43 15049 Batch time 9:51 am. 9c 1.3 1 25 10:40 AM 10:43 AM 44 1 40.96 1.53 15049 1.2 25 10:45 AM 10:48 AM 42 39.10 1.46 15049 1.26 25 10:52 AM 10:56 AM 45 41.90 1.57 15049 1.15 25 11:00 AM 11:04 AM 44 40.96 1.53 15049 1.14 25 11:23 AM 11:26 AM 42 39.10 1.46 15049 1.10 25 11:28 AM 11:32 AM 40 37.24 1.39 15114 Batch time 10:58am. 9c 1.7 25 11:35 AM 11:38 AM 41 38.17 1.43 15114 2.53 35 11:43 AM 11:48 AM 67 62.38 1.67 15114 1.3 25 11:54 AM 11:58 AM 44 40.96 1.53 15114 24.45 25 12:02 PM 12:05 PM 43 40.03 1.50 15114 2.58 25 12:17 PM 12:20 PM 47 43.76 1.64 15114 1.6 25 12:23 PM 12:26 PM 44 40.96 1.53 15114/1449 Batch time11:56am. 9c 2.1 25 12:32 PM 12:35 PM 41 38.17 1.43 1449 2.8 25 12:39 PM 12:42 PM 42 39.10 1.46 1449 2.43 . 25 12:44 PM 12:48 PM 50 46.55 1.74 1449 2.47 25 12:51 PM 12:55 PM 55 51.21 1.92 1449 2.47 25 1:01 PM 1:04 PM 38 35.38 1.32 1449 Re -drill bottom 5 feet. Hole collapse 1.22 25 1:09 PM 1:12 PM 44 40.96 1.53 1449/1561 Batch time 12:41 pm. 9c AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, W GROUT FACTOR TRUCK NUMBER REMARKS 2.38 25 1:15 PM 1:20 PM 45 41.90 1.57 1561 Batch time 12:41 pm. 9c 1.28 1 25 1:25 PM 1:29 PM 49 45.62 1.71 1561 1.18 25 1:36 PM 1:39 PM 41 38.17 1.43 1561 1.25 25 2:04 PM 2:07 PM 43 40.03 1.50 1561 1.9 25 2:09 PM 2:13 PM 43 40.03 1.50 1561 1.29 25 2:16 PM 2:20 PM 44 40.96 1.53 1561/15069 Both trucks pouring at same time. 1.16 25 2:24 PM 2:28 PM 43 40.03 1.50 15069 Batch time 1:46 m 9c 2.2 25 2:31 PM 2:35 PM 35 32.59 1.22 15069 2.22 25 2:45 PM 2:48 PM 48 44.69 1.67 15069 2.17 25 2:51 PM 2:54 PM 42 39.10 1.46 15069 2.13 25 3:01 PM 3:04 PM 47 43.76 1.64 15069 2.46 25 3:11 PM 3:14 PM 41 38.17 1.43 15069 .AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/5/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Mike Lenz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.19 25 9:40 AM 9:44 AM 43 40.03 1.50 1559 9c . 6,500PS1 grout. Batched at 8:34am. 1.17 25 9:48 AM 9:51 AM 44 40.96 1.53 1559 1.1 1 25 9:54 AM 9:59 AM 57 53.07 1.99 1559 2.52 35 10:04 AM 10:09 AM 60 55.86 1.49 1559 2.49 25 10:15 AM 10:18 AM 5 4.66 0.17 1559 Auger clogged up. Need to redrill. 2.49 25 10:23 AM 10:28 AM 45 41.90 1.57 1559/15034 2.6 25 10:29 AM 10:33 AM 42 39.10 1.46 15034 9c . 6,500PS1 grout. Batched at 9:18am. 2.11 25 10:36 AM 10:40 AM 45 41.90 1.57 15034 2.47 25 10:43 AM 10:48 AM 44 40.96 1.53 15034 1.2 25 10:50 AM 10:55 AM 42 39.10 1.46 15034 1.4 25 10:58 AM 11:02 AM 44 40.96 1.53 15034 1.5 25 11:03 AM 11:08 AM 42 39.10 1.46 15034/1581 2.3 25 11:21 AM 11:25 AM 43 40.03 1.50 1581 Made a set 6 2"x2" cubes. 1.24 25 11:27 AM 11:31 AM 42 39.10 1.46 1581 9c . 6,500PS1 grout. Batched at 10:14am. 1.27 25 11:35 AM 11:39 AM 45 41.90 1.57 1581 1.21 25 11:43 AM 11:47 AM 41 38.17 1.43 1581 1.8 25 11:54 AM 11:58 AM 40 37.24 1.39 1581 2.61 25 11:59 AM 12:06 PM 45 41.90 1.57 1482 9c . 6,500PS1 grout. Batched at 11:08am. 1.14 25 12:10 PM 12:14 PM 44 40.96 1.53 1482 1.12 25 12:17 PM 1 12:21 PM 44 40.96 1.53 1482 Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p 9 Sample: 11343 Can T Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 3 Technician: Albaz, Sam Batched: 11:40 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam Sampled: 12:15 EDT Specimens In Set: 6 Date Cast: 09/02/15 Cast: 12:25 EDT Truck / Ticket #: 1425 / 35273 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" Piles number: P2.33, P2.36, P2.32, P2.29, P2.27, P2.25, Sample Location / Notes: Cure Box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 3-1 7 09/09/15 6/ 1 4.00 25,920 6,480 D2 N 3-2 7 09/09/15 6/ 1 4.00 25,180 6,300 D2 N 3-3 14 09/16/15 6/8 4.00 31,790 7,950 D2 N 3-4 14 1 09/16/15 1 6/8 4.00 31,100 1 7,780 D2 N 3-5 29 1 10/01/15 6 / 23 4.00 32,440 1 8,110 D4 N 3-6 29 1 10/01/15 6123 4.00 32,960 8,240 D4 N Test Age Average Strengths (psi): 7 Day - 6390, 14 Day - 7860, 29 Day - 8180 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 a g Sample: 11397 Cube eNnna`'P Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 1 Technician: Uy, Nathaniel Batched: 09:31 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 09:41 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 09:41 EDT Truck / Ticket #: 1462 / 35301 Sampled From: Chute Truck Empty: 11:05 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 94 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile #P2.51 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 86 Grout Temp (F): 98 (ASTM C 1064) Load Volume: Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in') Max Load (Ibs) Strength (psi) Break Remark Capping Method 1-1 7 09/10/15 5/ 2 4.00 18,970 4,740 D2 N 1-2 7 09/10/15 5/ 2 4.00 20,190 5,050 D2 N 1-3 14 09/17/15 5/9 4.00 26,510 6,630 D4 N 1-4 14 1 09/17/15 1 5/9 4.00 26,370 6,590 1 D4 N 1-5 28 10/01/15 5 / 23 4.02 28,950 7,200 D4 N 1-6 28 10/01/15 5 / 23 4.00 28,050 7,010 D4 N Test Age Average Strengths (psi): 7 Day - 4900, 14 Day - 6610, 28 Day - 7110 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.51 Sample Taken in Accordance with ASTM C172. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Com ressive Stren th of Grout Report Date: le: 1141 p5 g Sample: 1415 r� IMT Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 2 Technician: Uy, Nathaniel Batched: 13:20 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 13:55 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 13:55 EDT Truck / Ticket #: 1462 / 35320 Sampled From: Chute Truck Empty: 14:25 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 65 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile P2.15 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 90 Grout Temp (F): 95 (ASTM C 1064) Load Volume: Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in') Max Load (Ibs) Strength (psi) Break Remark Capping Method 2-1 7 09/10/1.5 5/ 2 4.00 26,420 6,610 D2 N 2-2 7 09/10/15 5/ 2 4.00 24,840 6,210 D2 N 2-3 14 09/17/15 5/9 4.00 27,510 6,880 D4 N 2-4 14 1 09/17/15 1 5/9 3.98 1 27,000 6,780 D4 I N 2=5 28 10/01/15 5 / 23 4.00 34,220 8,560 D4 N 2-6 28 10/01/15 5 / 23 4.02 32,600 8,110 D4 N Test Age Average Strengths (psi): 7 Day - 6410, 14 Day - 6830, 28 Day - 8330 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.15 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 p g (c Sample: 11452 �11 Cube awano`'" Test Method: C 109 Delray Beach Client: - Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles &-Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 4 Technician: Albaz, Sam Batched: 09:51 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam Sampled: 10:45 EDT Specimens In Set: 6 Date Cast: 09/04/15 Cast: 10:50 EDT Truck / Ticket #: 15049 / 35362 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: Pile numbers P1.23, P1.30, P1.20, P1.26, P1.15, P1.14 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in') Max Load (Ibs) Strength (psi) Break Remark Capping Method 4-1 7 09/11/15 4/ 3 4.02 22,630 5,630 D2 N 4-2 7 09/11/15 4/ 3 4.00 20,230 5,060 D2 N 4-3 14 09/18/15 4 / 10 4.00 27,850 6,960 D4 N 4-4 14 1 09/18/15 1 4 / 10 1 4.00 1 25,610 6,400 D4 I N 4-5 28 10/02/15 4124 4.02 29,450 7,330 D4 N 4-6 28 10/02/15 4 / 24 3.98 28,390 7,130 D4 N Test Age Average Strengths (psi): 7 Day - 5340, 14 Day - 6680, 28 Day - 7230 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. �Eewano`'P Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11453 (RR-1) Cube Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 5 Technician: Albaz, Sam Batched: 10:14 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam . Sampled: 11:00 EDT Specimens In Set: 6 Date Cast: 09/05/15 Cast: 11:10 EDT Truck / Ticket #: 1581 / 156375 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: 1.5, 2.3, 1.24, 1.27 (cast by Mike Lenz) Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd') Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 5-1 7 09/12/15 3/ 4 4.04 31,000 7,670 D2 N 5-2 7 09/12/15 3/ 4 4.00 30,550 7,640 D2 N 5-3 16 09/21/15 3 / 13 4.00 39,880 9,970 D4 N 5-4 16 1 09/21/15 1 3 / 13 1 4.02 1 39,100 9,730 D4 I N 5-5 28 10/03/15 3 / 25 4.00 41,980 10,500 D4 N 5-6 28 10/03/15 3 / 25 4.02 42,420 10,550 D4 N Test Age Average Strengths (psi): 7 Day - 7660, 16 Day - 9850, 28 Day - 10520 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. II Florida's Leading Engineering Source Environmental - Geotechnical • Construction Materials Testing • Threshold & Special Inspections - Private Provider Services & Code Compliance September 16, 2016 Mr. Jason Giachetti JAG Design & Development Highland Beach, FL 33487 Phone: (561) 702-1132 Subject: Auger -Cast Pile Certification (Final Robins Residence 3833 S. Ocean Blvd. Highland Beach, FL GFA Project No.: 15-1597.01 Re: 1. GFA International Geotechnical Report dated August 5, 2015. Dear Mr. Giachetti: Representatives of GFA International, Inc. (GFA) were requested to monitor the installation of auger -cast piles for the referenced structure located at 3833 South Ocean Boulevard in Highland Beach, Florida. Monitoring of the auger -cast pile installation was conducted by a representative of GFA who recorded the pile identification number, depth, time of pile installation, volume of actual grout vs. theoretical (based on pump calibration) and provided inspection and placement of reinforcing steel. Note that the grout pump was calibrated on site prior to installation of the first pile. Monitoring was performed in accordance with the general recommendations of Reference Document 1. The piles were monitored between September 2nd and 5th, 2015 during installation. Samples of the grout were taken during each day's production and were returned to the laboratory for compressive strength determination. Based upon our inspections and testing and to the best of our knowledge and belief, GFA concludes that the auger -cast pilings for this project have been installed in accordance with the requirements of Referenced Document 1 above, and.they will adequately provide the recommended-comp_ression.and tension. loadings. OFFICES THROUGHOUT FLORIDA 12115 Wallace Drive - Delray Beach, Florida 33444 - (561) 347.0070 - (561) 395.5805 (fax) - www.teamgfa.com Robins Residence September 16, 2016 Auger -Cast Pile Certification Page 2 of 2 Closure The assessment was performed at the Client's request using the methods and procedures consistent with good commercial and customary practice designed to conform with acceptable industry standards. In expressing the opinions stated in this report, GFA has exercised the degree of skill and care ordinarily exercised by a reasonably prudent architect or engineer in the same community and in the same time frame given the same or similar facts and circumstances. The independent conclusions represent our professional judgment based on information and data available to us during the course of this assignment. GFA's evaluations, analyses and opinions are not representations regarding either the design integrity, structural soundness, or actual value of the property. The conclusions presented are based on the data provided, observations and conditions that existed on the date of the assessment. It has been our pleasure to assist you in this phase of your project. If you have any questions about this report or need any additional information, please call at your convenience. ......... Respectfully submitted, GFA International, Inc. - CA #4930 Estela G. Le6n Aguilar, E.I. Project Engineer Attachments: 1. Pile Numbering Plan 2. Records of Pile Installation. 3. Compressive Strength Test Results Carlos Mercado PE#71707 Sep 16 2016 10:38 AM Carlos A. Mercado, P.E. Senior Geotechnical Engineer State of Florida Registered Professional Engineer No. 71707 Fil `may (7), 4s �N V S V S IS � '81 `.rol T' Ell 'Ij-��,r, ` m> i�I l PILING LOCATION PLAN DAMS o r�J.e6�ce4 ,�G u?Kltv�oam �m m PNavCE Av N PtBVBdf vbToeeNM eR anacrmrn>o->a aw oA,tn we%os RYA CONCRETE PILE SCHEDULE C THE ROBINS RESIDENCE, 3633 S. OU LN BLVD. FlICFiLATD BEACY.. PLOR@a A R C H I T E C T BRUCE CELENSKI. INC._ A, VC Dea�m h Pimr•np .a6':2 �� JAI �� AS SHIXYN �.. S-1 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/2/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.33 25 12:19 PM 12:22 PM 41 38.17 1.43 1425 9 cy. 6,500 PSI grout. Batched at 11:40am P2.36 1 25 12:28 PM 12:33 PM 55 51.21 1.92 1425 P2.32 25 12:36 PM 12:40 PM 49 45.62 1.71 1425 P2.29 25 12:42 PM 12:50 PM 56 52.14 1.95 1425 P2.27 25 12:52 PM 12:58 PM 55 51.21 1.92 1425 P2.25 25 1:00 PM 1:03 PM 51 47.48 1.78 15061 9c . Batched at 12:18 m P2.5 25 1:05 PM 1:08 PM 53 49.34 1.85 15061 P2.4 25 1:10 PM 1:15 PM 45 41.90 1.57 15061 P2.2 25 1:17 PM 1:20 PM 44 40.96 1.53 15061 P2.16 25 1:24 PM 1:28 PM 43 40.03 1.50 15061 P2.21 25 1:31 PM 1:36 PM 67 62.38 2.33 15061 Truck ran out of grout. Need to redrill. P2.21 25 3:29 PM 3:34 PM 43 40.03 1.50 1455 9c . Batched at 2:14 m. P2.34 25 3:39 PM 3:44 PM 52 48.41 1.81 1455 Need to redrill. P2.37 25 3:47 PM 3:51 PM 62 57.72 2.16 1455 Redrill-Pumpissues. P2.35 25 3:55 PM 3:59 PM 57 53.07 1.99 1455 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.51 35 10:08 AM 10:13 AM 62 57.72 1.54 1462 Batched at 9:31 am. 9c 1 35 10:15 AM 10:20 AM 58 54.00 1.44 1462 Pool 2 35 10:24 AM 10:29 AM 52 48.41 1.29 1462 Pool 4 35 10:32 AM 10:37 AM 68 63.31 1.69 1 1462 Pool 3 35 11:00 AM 11:05 AM 57 53.07 1.42 1462/1455 Pool. Batched at 10:26am. 9cy #1455 Truck. 9 35 11:12 AM 11:18 AM 56 52.14 1.39 1455 Pool 7 35 11:21 AM 11:26 AM 62 57.72 1.54 1 1455 Pool 10 35 11:27 AM 11:31 AM 61 56.79 1.52 1455 Pool 5 35 11:34 AM 11:38 AM 55 51.21 1.37 1455 Pool. End concrete. 8 35 11:55 AM 11:58 AM 56 52.14 1.39 1425 Pool. Start batched at 11:1 lam 9c #1425 Truck. 6 35 12:01 PM 12:05 PM 57 53.07 1.42 1425 Pool 11 35 12:07 PM 12:11 PM 58 54.00 1.44 1425 Pool P1.1 35 12:19 PM 12:29 PM 149 138.72 1 3.71 1425/15067 Patio. Batched at 11:54am 9cy. Steel pile got stuck in the middle. P1.1 35 12:31 PM 12:36 PM 50 46.55 1.24 15067 Re -drill Patio P2.34 25 12:51 PM 12:56 PM 44 40.96 1.53 15067 P2.30 25 1:00 PM 1:03 PM 45 41.90 1.57 15067 P2.28 25 1:05 PM 1:09 PM 44 40.96 1.53 15067/15061 Batched at 12:46pm 9c . P2.26 25 1:14 PM 1:16 PM 40 37.24 1.39 15061 P2.23 25 1:20 PM 1:23 PM 43 40.03 1.50 15061 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER _ REMARKS P2.1 25 1:25 PM 1:28 PM 44 40.96 1.53 15061 P2.18 25 1:32 PM 1:35 PM 41 38.17 1 1.43 15061 P2.19 25 1:38 PM 1:41 PM 37 34.45 1.29 15061 P2.3 25 1:45 PM 1:49 PM 40 37.24 1.39 15061/1462 Batched at 1:20 m P2.24 25 1:51 PM 1:53 PM 35 32.59 1.22 1462 P2.15 25 1:56 PM 1:59 PM 44 40.96 1.53 1462 P2.14 25 2:05 PM 2:09 PM 40 37.24 1.39 1462 P2.12 25 2:11 PM 2:15 PM 44 40.96 1.53 1462 P2.40 25 2:17 PM 2:21 PM 44 40.96 1.53 1462 P2.54 25 2:25 PM 2:29 PM 42 39.10 1.46 1462 Empty 2:31 pm truck P2.9 25 2:41 PM 2:50 PM 65 60.52 2.26 15069 Batched at 2:18pm. Concrete stopped, empty hole possible ebsting drainage. P2.42 25 2:53 PM 2:58 PM 42 39.10 1.46 15069 P2.44 25 3:01 PM 3:04 PM 44 40.96 1 1.53 15069 P2.9 25 3:07 PM 3:09 PM 30 27.93 1.05 15069 Redrill-Pour stopped, still empty hole. P2.7 25 3:12 PM 3:15 PM 42 39.10 1.46 15069 Empty truck. P2.5 25 3:20 PM 3:22 PM 35 32.59 1.22 15069 P2.9 25 3:42 PM 3:45 PM 47 43.76 1.64 15069/1483 Batched at 3:04pm. 15069 empty truck. Reddil and successful pour. P2.50 25 3:48 PM 3:52 PM 44 40.96 1.53 1483 P2.48 25 3:57 PM 4:01 PM 42 39.10 1.46 1483 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.39 25 4:04 PM 4:08 PM 45 41.90 1.57 1483 P2.41 25 4:11 PM 4:14 PM 42 39.10 1 1.46 1483 P2.60 25 4:18 PM 4:22 PM 48 44.69 1.67 1483 Truck empty. AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.23 25 10:33 AM 10:37 AM 41 38.17 1.43 15049 Batch time 9:51am. 9cy 1.3 25 10:40 AM 10:43 AM 44 40.96 1 1.53 15049 1.2 25 10:45 AM 10:48 AM 42 39.10 1.46 15049 1.26 25 10:52 AM 10:56 AM 45 41.90 1.57 15049 1.15 25 11:00 AM 11:04 AM 44 40.96 1.53 15049 1.14 25 11:23 AM 11:26 AM 42 39.10 1.46 15049 1.10 25 11:28 AM 11:32 AM 40 37.24 1.39 15114 Batch time 10:58am. 9c 1.7 25 11:35 AM 11:38 AM 41 38.17 1.43 15114 2.53 35 11:43 AM 11:48 AM 67 62.38 1.67 15114 1.3 25 11:54 AM 11:58 AM 44 40.96 1.53 15114 24.45 25 12:02 PM 12:05 PM 43 40.03 1.50 15114 2.58 25 12:17 PM 12:20 PM 47 43.76 1.64 15114 1.6 25 12:23 PM 12:26 PM 44 40.96 1.53 15114/1449 Batch time11:56am. 9cy 2.1 25 12:32 PM 12:35 PM 41 38.17 1.43 1449 2.8 25 12:39 PM 12:42 PM 42 39.10 1.46 1449 2.43 25 12:44 PM 12:48 PM 50 46.55 1.74 1449 2.47 25 12:51 PM 12:55 PM 55 51.21 1.92 1449 2.47 25 1:01 PM 1:04 PM 38 35.38 1.32 1449 Re -drill bottom 5 feet. Hole collapse 1.22 25 1:09 PM 1:12 PM 44 40.96 1.53 1449/1561 Batch time 12:41 pm. 9 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 2.38 25 1:15 PM 1:20 PM 45 41.90 1.57 1561 Batch time 12:41 m. 9c 1.28 25 1:25 PM 1:29 PM 49 45.62 1.71 1561 1.18 25 1:36 PM 1:39 PM 41 38.17 1.43 1561 1.25 25 2:04 PM 2:07 PM 43 40.03 1.50 1561 1.9 25 2:09 PM 2:13 PM 43 40.03 1.50 1561 1.29 25 2:16 PM 2:20 PM 44 40.96 1.53 1561/15069 Both trucks pouring at same time. 1.16 25 2:24 PM 2:28 PM 43 40.03 1.50 15069 Batch time 1:46 m 9 2.2 25 2:31 PM 2:35 PM 35 32.59 1.22 15069 2.22 25 2:45 PM 2:48 PM 48 44.69 1.67 15069 2.17 25 2:51 PM 2:54 PM 42 39.10 1.46 15069 2.13 25 3:01 PM 3:04 PM 47 43.76 1.64 15069 2.46 25 3:11 PM 3:14 PM 41 38.17 1.43 15069 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/5/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Mike Lenz GFA PROJECT NO.: 15-1597.01 PILE NUMBER E H, ft F2L5 AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.19 9:40 AM 9:44 AM 43 40.03 1.50 1559 9c . 6,500PS1 grout. Batched at 8:34am. 1.17 1 25 9:48 AM 9:51 AM 44 40.96 1.53 1 1559 1.1 25 9:54 AM 9:59 AM 57 53.07 1.99 1559 2.52 35 10:04 AM 10:09 AM 60 55.86 1.49 1559 2.49 25 10:15 AM 10:18 AM 5 4.66 0.17 1559 Auger clogged up. Need to redrill. 2.49 25 10:23 AM 10:28 AM 45 41.90 1.57 1559/15034 2.6 25 10:29 AM 10:33 AM 42 39.10 1.46 15034 92. 6,500PS1 grout. Batched at 9:18am. 2.11 25 10:36 AM 10:40 AM 45 41.90 1.57 15034 2.47 25 10:43 AM 10:48 AM 44 40.96 1.53 15034 1.2 25 10:50 AM 10:55 AM 42 39.10 1.46 15034 1.4 25 10:58 AM 11:02 AM 44 40.96 1.53 15034 1.5 25 11:03 AM 11:08 AM 42 39.10 1.46 15034/1581 2.3 25 11:21 AM 11:25 AM 43 40.03 1.50 1581 Made a set 6 2"x2" cubes. 1.24 25 11:27 AM 11:31 AM 42 39.10 1.46 1581 9c . 6,500PS1 grout. Batched at 10:14am. 1.27 25 11:35 AM 11:39 AM 45 41.90 1.57 1581 1.21 25 11:43 AM 11:47 AM 41 38.17 1.43 1581 1.8 25 11:54 AM 11:58 AM 40 37.24 1.39 1581 2.61 25 11:59 AM 12:06 PM 45 41.90 1.57 1482 9c . 6,500PS1 grout. Batched at 11:08am. 1.14 25 12:10 PM 12:14 PM 44 40.96 1.53 1482 1.12 25 12:17 PM 12:21 PM 44 40.96 1.53 1482 Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Cube Test Method: C 109 Client: Jag Home Design 1118 Be] Air Dr. Highland Beach, FL 33487 Project: Report Date: 9/16/2016 Sample: 11343 15-1597.01 Robins Residence - 3833 S. Ocean Blvd. Highland Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 3 Technician: Albaz, Sam Batched: 11:40 EDT Specimen Size: 2'k2'k7' Cast By: Albaz, Sam Sampled: 12:15 EDT Specimens In Set: 6 Date Cast: 09/02/15 Cast: 12:25 EDT Truck / Ticket #: 1425 / 35273 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" Piles number: P2.33, P2.36, P2.32, P2.29, P2.27, P2.25, Sample Location / Notes: Cure Box Batch Log Specifications' Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 3-1 7 09/09/15 6/ 1 4.00 25,920 6,480 D2 N 3-2 7 09/09/15 611 4.00 25,180 6,300 D2 N 3-3 14 09/16/15 6/8 4.00 31,790 7,950 D2 N 3-4 14 1 09/16/15 1 6/8 4.00 31,100 1 7,780 D2 N 3-5 29 10/01/15 6 / 23 4.00 32,440 1 8,110 D4 N 3-6 29 10/01/15 6 / 23 4.00 327960 8,240 D4 N Test Age Average Strengths (psi): 7 Day - 6390, 14 Day - 7860, 29 Day - 8180 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p g Cube Sample: 11397 Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set#: 1 Technician: Uy, Nathaniel Batched: 09:31 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 09:41 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 09:41 EDT Truck / Ticket #: 1462 / 35301 Sampled From: Chute Truck Empty: 11:05 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 94 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile #P2.51 Sample Location ! Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 86 Grout Temp (F): 98 (ASTM C 1064) Load Volume: Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 1-1 7 09/10/15 5/ 2 4.00 18,970 4,740 D2 N 1-2 7 09/10/15 5/ 2 4.00 20,190 5,050 D2 N 1-3 14 09/17/15 5/9 4.00 26,510 6,630 D4 N 1-4 14 1 09/17/15 1 5/9 4.00 26,370 1 6,590 D4 N 1-5 28 10/01/15 5 / 23 4.02 28,950 7,200 D4 N 1-6 28 10/01/15 5/23 4.00 28,050 7,010 D4 N Test Age Average Strengths (psi): 7 Day - 4900, 14 Day - 6610, 28 Day - 7110 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.51 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. `m A Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11415 Cube Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 2 Technician: Uy, Nathaniel Batched: 13:20 EDT Specimen Size: 2"xZ<Z' Cast By: Uy, Nathaniel Sampled: 13:55 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 13:55 EDT Truck / Ticket #: 1462 / 35320 Sampled From: Chute Truck Empty: 14:25 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 65 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile P2.15 Sample Location ! Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 90 Grout Temp (F): 95 (ASTM C 1064) Load Volume: Lab, Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 2-1 7 09/10/15 5/ 2 4.00 26,420 6,610 D2 N 2-2 7 09/10/15 512 4.00 24,840 6,210 D2 N 2-3 14 09/17/15 5/9 4.00 27,510 6,880 D4 N 2-4 14 09/17/15 5/9 3.98 27,000 1 6,780 D4 N 2-5 28 10/01/15 5 / 23 4.00 34,220 8,560 D4 N 2-6 28 10/01/15 5 / 23 4.02 32,600 8,110 D4 N Test Age Average Strengths (psi): 7 Day - 6410, 14 Day - 6830, 28 Day - 8330 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.15 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11452 Cube RNAY��' Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 4 Technician: Albaz, Sam Batched: 09:51 EDT Specimen Size: 2'kZ'xZ' Cast By: Albaz, Sam Sampled: 10:45 EDT Specimens In Set: 6 Date Cast: 09/04/15 Cast: 10:50 EDT Truck / Ticket #: 15049 / 35362 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: Pile numbers P1.23, P1.30, P1.20, P1.26, P1.15, P1.14 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results . Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 4-1 7 09/11/15 413 4.02 22,630 5,630 D2 N 4-2 7 09/11/15 413 4.00 20,230 5,060 D2 N 4-3 14 09/18/15 4 / 10 4.00 27,850 6,960 D4 N 4-4 14 1 09/18/15 1 4 / 10 1 4.00 25,610 1 6,400 D4 N 4-5 28 10/02/15 4 / 24 4.02 29,450 1 7,330 D4 N 4-6 28 10/02/15 4 / 24 3.98 28,390 1 7,130 D4 N Test Age Average Strengths (psi): 7 Day - 5340, 14 Day - 6680, 28 Day - 7230 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11453 (RR-1) Cube �nwnno`�Pv Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details . Set #: 5 Technician: Albaz, Sam Batched: 10:14 EDT Specimen Size: 2'x2"x2" Cast By: Albaz, Sam Sampled: 11:00 EDT Specimens In Set: 6 Date Cast: 09/05/15 Cast: 11:10 EDT Truck / Ticket #: 1581 / 156375 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: 1.5, 2.3, 1.24, 1.27 (cast by Mike Lenz) Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results' Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 5-1 7 09/12/15 3/ 4 4.04 31,000 7,670 D2 N 5-2 7 09/12/15 3/ 4 4.00 30,550 7,640 D2 N 5-3 16 09/21/15 3 / 13 4.00 39,880 9,970 D4 N 5-4 16 1 09/21/15 3 / 13 1 4.02 39,100 9,730 D4 N 5-5 28 10/03/15 3 / 25 4.00 41,980 10,500 D4 N 5-6 28 10/03/15 3 / 25 4.02 42,420 10,550 D4 N Test Age Average Strengths (psi): 7 Day - 7660, 16 Day - 9850, 28 Day - 10520 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. b f f siplast 51PLA5T JUB 9: JOB NAME: JOB LOCATION: MARKET AREA: ROOFING CONTRACTOR: FOREMAN: E-MAIL: PHONE: FAX #: —# Deck T FIELD ACTIVITY REPORT 52212 3833 South Ocean 3833 South Ocean Beach Blvd. Highland Beach, FL 33487 Palm Beach County "Il District: 440 Gulfstream Construction Services, LLC kelly@dryshell.com 866-440-2565 Structural Concrete INSPECTION TYPE: TIME ARRIVED: TIME DEPARTED: JOB TYPE: WEATHER: Minimal 09/22/201'6' _r — i- r ; f F Mitchell II� � i L �V Pre -job INOV 2 2 2019 10:00:00 AM 01:30:00 P M HIGHLAND BEACH LUILDING DEPARTMENT New � Sunny 86 degrees F GENERAL Kettle Temperature: Not Observed Photographs of progress taken on this date? Yes Material Storage: Not Observed INSPECTION DETAILS ADDITIONAL COMMENTS: The roof membrane system must be inspected by the manufacturer's representative prior to installation of the overburden/protection system. The manufacturer's representative will compile required punch list items indicating any deficiencies in the roof membrane and flashing membrane system that shall be corrected before the installation will be accepted. I conducted this inspection with Will Holmes from Gulfstream Construction Services, LLC. At the time of this inspection, no work was being performed on the project. I conducted 6 adhesion tests using a DeFelsko PosiTest Adhesion Tester with 50-mm aluminum dollies and Pro Primer T. All of the adhesion test results exceeded 220 psi, as required by Siplast specifications. VIDEO LINKS Yes The following video(s) should be useful in addressing some of the items listed in this report: Video Description Click the link(s) below to open the video Parapro 123 Flashing System https://www.youtube.com/l)lavlist?list=PL70nzODoYr7BldaLFARmSMBmiWdvhOHMP Parapro Roof Membrane Resin https://www.voutube.com/playlist?list=PL70nzODoYr7BCUi89MLLCoVziayvvRHWW DISTRIBUTION: List the names of people that should receive copies of this document: Robert Lee and William Holmes, Gulfstream Construction Services, LLC, robb@dryshell.com, will@gulfstreamconst.com The above recommendations and advice are intended to help the contractor construct the membrane system in a manner suitable for the Siplast Guarantee. I Siplast - 1000 Rochelle Boulevard - Irving, Texas 75062-3940 - 469-995-2200 - www.siplast.com 4-W h M AW E MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Siplast, Inc. 1111 Highway 67 South Arkadelphia, AR 71923 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Siplast Liquid Applied Roofing Systems over Concrete Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0322.13 and consists of pages 1 through 18. The submitted documentation was reviewed by Hamley Pacheco, P.E. NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 1 of 1.8 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Liquid Applied Roof Sytems Material PMMA ; Deck Type: Concrete Maximum Design Pressure: -495 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Parapro Roof Membrane Resin 20—kg Drums Proprietary Multi -component PMMA resin. Pro Fleece 12"x 16.5' roll Proprietary Non -woven, needle punched, polyester 1.2"x 82' roll fabric reinforcement. 25"x 164' roll 41 "x 164' roll Pro Primer R Resin 5—kg & 10—kg Drums Pro Primer W Resin 5—kg & 10—kg Drums Pro Primer T Resin 5—kg & 10—kg Drums Pro Catalyst Powder Box of 10 3.2oz bags Pro Color Finish Resin 5—kg & 10—kg Drums Paradiene 20 3.28' x 50' Paradiene 20 HT 3.28' x 50' Paradiene 20 TS 3.28' x 33.5' Paradiene 20 EG Paradiene 20 HV Paradiene 20 P Proprietary PMMA primer component for use over BUR, modified bitumen or other soft substrates. Proprietary PMMA primer component for use over wood, concrete or other hard substrates. Proprietary PMMA primer component for use over wood, concrete or other hard substrates. Proprietary Reactive agent for use during priming and membrane application. Proprietary Color pigmented, multi component, flexible PMMA. ASTM D6163 ASTM D6163 ASTM D6163 3.28' x 33.5' ASTM D6163 3.28' x 33.5' ASTM D6163 3.28' x 50' ASTM D6163 Asphalt elastomer sheet with random fiberglass mat reinforcement for use as a base ply. Asphalt elastomer sheet with fiberglass scrim reinforcement for use as a base ply. High performance, semi —adhered SBS modified bitumen with random fiberglass mat reinforcement used as a base ply. Heavy duty asphalt elastomer sheet with fiberglass scrim reinforcement for use as a base ply. Heavy duty asphalt elastomer sheet with random fiberglass mat reinforcement for use as a base ply. Modified bitumen base ply for use in Parapro roof membrane systems. NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 2 of 18 Product Paradiene 20 TS P Paradiene 20 TG Paradiene 20 HT TG Paradiene 20 EG TG Paradiene 20 TS SA PA 1 ] 25 Asphalt Primer Para-Stik Insulation Adhesive MAMIwQAOE couNrr L! , Test Dimensions Specification 3.28' x 33.5' ASTM D 6163 3.28' x 33.5' ASTM D6163 3.28' x 33.5' ASTM D6163 3.28' x 33.5' ASTM D6163 3.28' x 33.5' ASTM D6163 5 or 55 gal. ASTM D41 30 lb. pressurized Proprietary cylinders Product Description Semi —adhered modified bitumen base ply for use in Parapro systems with heat - activated adhesive strips on the underside. Asphalt elastomer sheet with random fiberglass reinforcement for use as a base ply. Asphalt elastomer sheet with fiberglass scrim reinforcement for use as a base ply. Heavy duty asphalt elastomer sheet with fiberglass scrim reinforced for use as a base ply. High performance, self —adhering SBS modified bitumen with random fiberglass mat reinforcement used as a base ply. Asphaltic primer. A single component moisture curing urethane foam adhesive. NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 3 of 18 APPROVED INSULATIONS: Product Paratherm W ACFoam II H—Shield Paratherm H Ultra -Max Multi -Max FA-3 DensDeck DensDeck Prime SECUROCK Gypsum -Fiber Roof Board DuraBoard EnergyGuard Polyiso Insulation EnergyGuard Ultra Polyiso Insulation Paratherm G Paratherm G CG TABLE 2 Description Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate foam insulation Polyisocyanurate insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Water resistant gypsum Water resistant gypsum Rigid gypsum based board Expanded mineral fiber core board Polyiso insulation with fiberglass reinforced organic facers Polyiso insulation with coated fiberglass facers Polyiso insulation with fiberglass reinforced organic facers Polyiso insulation with coated fiberglass facers APPROVED FASTENERS / ADHESIVES: Fastener Product Number Name Manufacturer (With Current NOA) Siplast Atlas Roofing Corporation Hunter Panels Siplast Rmax Operating, LLC Rmax Operating, LLC Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum LLC United States Gypsum Corporation Johns Manville GAF GAF Siplast Siplast TABLE 3 Product Manufacturer Description Dimensions (With Current NOA) 1. OMG Olybond Adhesive Dual component 55-gallon polyurethane adhesive drum 2. OMG Olybond 500 Adhesive Two -component, low- 10-gallon rise polyurethane foam Bag -in -box . adhesive sets or 1,500 ml cartridges CMIAMIROADMEC=0UPM ..4 OMG, Inc. OMG, Inc. NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 4 of 18 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name Date Factory Mutual 3029275 FM 4470 03/24/08 3027962 FM 4470 10/03/06 3042750 FM 4470 01/20/12 3045166 FM 4476 07/24/12 3041769 FM 4470 05/26/11 3048066 FM 4470 04/13/15 3023079 FM 4470 05/12/06 3015680 FM 4470 11/24/03 3008210 FM 4470 04/10/01 Trinity) ERD C8500SC.11.07 TAS 117—B / ASTM D6862 11/30/07 C8500SC.I 1.07-R1 TAS 117-13 / ASTM D6862 08/07/09 59000.03.09—R1 Physical Properties 05/06/09 G155/ D638 ASTM D1929/ D2843/ D635 TAS l 14—D/ TAS 114—J 531630.05.10 ASTM D6163 05/11/10 531450.03.10 ASTM E154 / E96 03/22/10 SPL-SC6940.06.15 PMMA Physical Properties 06/18/15 Momentum Technologies, Inc. TX31G6A Physical Properties 08/19/09 PRI Construction Materials SRI-039-02-01 ASTM D6163 11/20/12 Technologies, LLC. SRI-041-02-01 ASTM D6164 11/15/12 SRI-042-02-01 ASTM D61.63 11/16/12 SRI-042-02-02 ASTM D6163 01/18/13 SRI-087-02-01 Physical Properties 02/26/16 NOA No.: 16-1212.07 MIAMI-DADECtaUl�lN Expiration Date: 12/16/20 F Approval Date: 06/28/18 Page 5 of 18 APPROVED ASSEMBLIES: Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(1): Insulation adhered with approved asphalt. Subsequent system fully adhered. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Base Layer: Insulation Fasteners Fastener Density/ 112 Table 3 AC Foam II, Paratherm W Minimum 1.5" thick N/A N/A Insulation Top Layer: Insulation Fasteners Fastener Density/ ftz Table 3 DensDeck Minimum %" thick N/A N/A Note: Concrete deck shall be primed with an approved ASTM D 41 asphalt primer and allowed to dry prior to application of base insulation. All insulation shall be adhered in full mopping of approved asphalt within the EVT range and applied at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 .for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanu rate side facing down. Primer (Optional): Apply Pro Primer W Resin to the top layer of insulation at a minimum rate of 0.082 lbs./ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ft2 onto the primer; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -262.5 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 6 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(2): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. One or more layers of any of the following insulations: Insulation Base Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 ACFoam II, Paratherm W, EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG Minimum 1.51' thick N/A N/A Insulation Top Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 DensDeck Minimum'/2" thick N/A N/A Note: All insulation shall be adhered with Para-Stik Insulation Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) or OMG Olybond 500 Adhesive applied in continuous 3/4 to 1 in. ribbons spaced 12 in. o.c. or with OMG OlyBond Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) spray applied at a rate of 1.0 gal./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Primer (Optional): Apply Pro Primer W Resin to DensDeck at a minimum rate of 0.082 lbs./ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ ft2 onto the primer; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -120 psf. (See General Limitation #9) NOA No.: 16-1212.07 MIAM7-GAGECOUNrY Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 7 of 18 K Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(3): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Base Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 ACFoam II, Paratherm W, EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG Minimum 1.5" thick N/A N/A Insulation Top Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 SECUROCK Gypsum -Fiber Roof Board Minimum'/4" thick N/A N/A Note: All insulation shall be adhered with OMG Olybond 500 applied in continuous 1/4 to 1 in. ribbons spaced 12 in. o.c. or OMG OlyBond Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) spray applied at an application rate of 1 gal./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Paradiene 20 TG, Paradiene 20 HT TG or Paradiene 20 EG TG torch adhered to the cover board or Paradiene 20, Paradiene 20 HT, Paradiene 20 P, Paradiene 20 EG or Paradiene 20 HV applied to the cover board in full mopping of approved asphalt within the EVT range and applied at a rate of 20-25 lbs./100 ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -225 psf. (See General Limitation #9) ��a►��o� caurrrr NOA No.: 16-1212.07 ® a� - Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 8 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(4): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Base Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 ACFoam II, Paratherm W Minimum 1.5" thick N/A N/A Insulation Top Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 SECUROCK Gypsum -Fiber Roof Board Minimum'/4" thick N/A N/A Note: All insulation shall be adhered with Para-Stik Insulation Adhesive applied in continuous % to 1 in. ribbons spaced 12 in. o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Paradiene 20 TG, Paradiene 20 HT TG or Paradiene 20 EG TG torch adhered to the cover board or Paradiene 20, Paradiene 20 HT, Paradiene 20 P, Paradiene 20 EG or Paradiene 20 HV applied to the cover board in full mopping of approved asphalt within the EVT range and applied at a rate of 20-25 lbs./100 ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -285 psf. (See General Limitation #9) NOA No.: 16-1212.07 MIAMI-OADIECOUP4 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 9 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(5): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Base Layer: Insulation Fasteners Table 3 ACFoam II, Paratherm W, EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, ' Paratherm G, Paratherm G CG Minimum 1.5" thick N/A Insulation Top Layer: DensDeck Prime Minimum'/4" thick Insulation Fasteners Table 3 N/A Fastener Density/ ft2 N/A Fastener Density/ ft2 N/A Note: Concrete deck shall be primed with Siplast PA-1125 Primer, or any approved ASTM D 41 asphalt primer and allowed to dry prior to application of base insulation. All insulation shall be adhered with Para- Stik Insulation Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) or OMG Olybond 500 Adhesive applied in continuous 3/4 to 1 in. ribbons spaced 12 in. o.c. or OMG OlyBond Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) spray applied at an application rate of 1 gal./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Paradiene 20 TS SA self —adhered to the insulation coverboard. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -112.5 psf. (See General Limitation #9) CM1AMNWDAOM1ECO=UN7Y NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 10 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(6): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Layer: H-Shield, Paratherm H Minimum 1.5" thick Insulation Fasteners Table 3 N/A Fastener Density/ ft2 N/A Note: Concrete deck shall be primed with PA 1125 Asphalt Primer, or any approved ASTM D 41 asphalt primer and allowed to dry prior to application of base insulation. All insulation shall be adhered with Para- Stik Insulation Adhesive or OMG Olybond 500 Adhesive applied in continuous % to 1 in. ribbons spaced 12 in. o.c. or OMG OlyBond Adhesive spray applied at an application rate of 1 gal./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Paradiene 20 TS SA self —adhered to the insulation coverboard. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.421bs./ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -157.5 psf using Para-Stik Insulation Adhesive (See General Limitation #9) -150.0 psf using OMG Olybond 500 Adhesive & OMG Olybond Adhesive (See General Limitation #9) NOA No.: 16-1212.07 MIAMIJOADECOU Expiration Date: .12/16/20 �a ai Approval Date: 06/28/18 Page 11 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(7): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Base Layer (Optional): Insulation Fasteners Fastener Density/ ft2 Table 3 Ultra -Max, Multi -Max FA-3, H-Shield, Paratherm H, EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG Minimum 1.5" thick N/A N/A Insulation Top Layer: Insulation. Fasteners Fastener Density/ ft2 Table 3 DuraBoard Minimum %" thick N/A N/A Note: All insulation shall be adhered with Para-Stik Insulation Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) or OMG Olybond 500 Adhesive applied in continuous 114 to 1 in. ribbons spaced 12 in. o.c. or OMG OlyBond Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) applied at a rate of 1.0 gal./100 ft2.. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Paradiene 20, Paradiene 20 HT, Paradiene 20 P, Paradiene 20 EG or Paradiene 20 HV applied to cover board in full mopping of approved asphalt within the EVT range and applied at a rate of 20-25 lbs./I00 ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -112.5 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 12 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(8): Insulation adhered with approved adhesive. Subsequent system fully adhered. All General and System Limitations apply. Insulation Base Layer (Optional): Insulation Fasteners Fastener Density/ ft2 Table 3 Ultra -Max, Multi -Max FA-3, H-Shield, Paratherm H, EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG Minimum 1.5" thick N/A N/A Insulation Top Layer: Insulation Fasteners Fastener Density/ ft2 Table 3 DensDeck Minimum'/4" thick N/A N/A Note: All insulation shall be adhered with Para-Stik Insulation Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) or OMG Olybond 500 Adhesive applied in continuous 3/4 to 1 in. ribbons spaced 12 in. o.c. or OMG OlyBond Adhesive (Not for EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, Paratherm G, Paratherm G CG) applied at a rate of 1.0 gal./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanu rate side facing down. Base Sheet: Paradiene 20 TG, Paradiene 20 HT TG, Paradiene 20 TS, Paradiene 20 TS P or Paradiene 20 EG TG torch adhered to the cover board or Paradiene 20, Paradiene 20 HT, Paradiene 20 P, Paradiene 20 EG or Paradiene 20 HV applied to cover board in full mopping of approved asphalt within the EVT range and applied at a rate of 20-25 lbs./100 ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.271bs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -157.5 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 13 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Non —Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Siplast system applied directly to substrate. All General and System Limitations apply. Primer (Optional): Apply Pro Primer W Resin to the deck at a minimum rate of 0.082 lbs./ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ ft2 onto the primer or deck; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -52.5 psf without primer application (See General Limitation #9) -322.5 psf with primer application (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 14 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Non —Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(2): Siplast system applied directly to substrate All General and System Limitations apply. Primer: Concrete deck is primed with PA 1125 Asphalt Primer, or any approved ASTM 1341 asphaltic primer, followed by a flood coat of hot asphalt applied at a rate of 20-25 lbs./100 ft2. Base Sheet: Paradiene 20 base membrane is fully adhered in hot asphalt applied at a rate of 20-25 lbs./100 ft2. onto the primed deck. Primer (Optional): Apply Pro Primer R Resin to the base sheet at a minimum rate of 0.082 lbs./ft2. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.42 lbs./ft2 onto the primer; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -202.5 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 15 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Non —Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(3): Siplast system applied directly to substrate All General and System Limitations apply. Primer: Concrete deck is primed with PA 1125 Asphalt Primer, or any ASTM D41 asphaltic primer, followed by a flood coat of hot asphalt applied at a rate of 20-25 lbs./100 ft2. Base Sheet: Paradiene 20 P base membrane is fully adhered in hot asphalt applied at a rate of 20-25 lbs./100 ft2 onto the primed deck. Membrane: Base coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.421bs./ ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate.of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -495 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 16 of 18 Membrane Type: Liquid Applied Membrane Deck Type 3I: Concrete Decks, Non —Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(4): Siplast system applied directly to substrate All General and System Limitations apply. Primer: Concrete deck is primed with PA 1125 Asphalt Primer, or any approved ASTM D41 asphaltic primer. Base Sheet: Paradiene 20 TS P base membrane is torch adhered to primed concrete deck. Membrane: Base coat of Parapro Roof Membrane Resin is roller applied at a minimum rate of 0.42 lbs./ ft2 onto the base sheet; followed by one ply of Pro Fleece laid in the wet base coat; followed by a top coat of Parapro Roof Membrane Resin roller applied at a minimum rate of 0.27 lbs./ft2 onto the embedded Pro Fleece. Maximum Design Pressure: -442.5 psf (See General Limitation #9) NOA No.: 16-1212.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 17 of 18 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./100 ftz., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./100 ftz. Note: Spot attached systems shall be limited to a maximum design pressure of —45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field—tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/ base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e., perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 16-121.2.07 Expiration Date: 12/16/20 Approval Date: 06/28/18 Page 18 of 18 Scheduled Date: Friday, December 16, 2016, PM Location: 4101 S. OCEAN BLVD Inspection Type: FOUNDATION / FOOTER Property Owner:PELLEGRINO, BRANDON/JOLEE Primary Contractor: SEADAR BUILDERS LLC Project Description: NEW SINGLE FAMILY HOME Scheduling Comment: PM SITE WALL FOOTER ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION REQUIRED ❑REINSPECTION FEE Inspector tA� KEVIN JINGLEY Permit Number: 38317 Printed: 12/15/2016 Owner Phone: Contractor Phone: 561-756-2568 ❑CLOSE PERMIT Approved O Failed ` Approved with Condtions OCancelled ❑Not Ready MUnavailable I -2�1 16! / ` 4/Zoo DATE TIME IN TIME OUT OSTOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Thursday, February 23, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: MECHANICAL ROUGH Printed: 2/22/2017 Property Owner:ROBINS, ANDREW Owner Phone: Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions:_ oy So 1JI-e ❑CLOSE PERMIT rid god S-e_ 46 4 -- 6X41d ,t,, ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KEVIN SINGEEY c a� k7 C-0-1 'rOliGti .�124— hprc",'� . 9%pproved ❑Failed Approved with Condtions ❑Cancelled ❑Not Ready ❑Unavailable 02-1 23/wk-) 2/ ; gS /=1S DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. r TOWN OF • •' Scheduled Date: Monday, March 6, 2017, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ELECTRIC ROUGH Printed: 3/3/2017 Property Owner:ROBINS, ANDREW Owner Phone: S Primary Contractor: JAG DESIGN &DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECT ION** Scheduling Comment: AM - 4TH FLOOR ❑CONDITIONAL APPROVAL ❑REINSPECTION REQUIRED DREINSPECTION FEE Inspector KENN _ H M. BAUER ❑CLOSE PERMIT DApproved OFailed DApproved with Condtions OCancelled ONot Ready OUnavailable DATE I TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. a proposal for Andrew Robbins andrewkrobins@aol.com Highland Beach Florida Prepared on 3/8/2017 by Bob Melnik [�C CAL D�C�D MAR 0 8"2017 ,'I HIGHLAND BEACH BUILDING DEPARTMENT Bdigital Automation and Controls Speaker and TV Installation Parts unit sell quantity total James Loudspeaker 3-WAY FULL RANGE, INCEILING SMALL APERTURE $975.00 31 $30,225.00 Crestron Cresnet (22/2+18/2) teal 500' sp $165.00 3 $495.00 Wirepath WirepathM Cat 6 550MHz Unshielded Wire -1000 Ft. Nest $200.00 4 $800.00 in Box (Blue) 16/4 Speaker Wire $0.60 2000 $1,200.00 Labor unit cost quantity total Installation $115.00 80.00 $9,200.00 Speaker and TV Installation Total $41,920.00 Proposal #179 Speaker and TV Installation 2 of 4 r j Project Total l Parts Labor Tax (6% on Parts and on Labor) Grand Total Payment Schedule 100% Equipment 1 $32,720.00 $9,200.00 $2,515.20 $443435.20 Proposal #179 Project Total 3 of 4 ,f t Mike Ave From: Jason Giachetti [Jason@jagdesigndevelopment.com] Sent: Monday, March 06, 2017 4:00 PM IE To: Mike Avery Subject: Re: 3833 S Ocean blvd - pre wire I MAR 0 8 2017 f HIGHLAND BEACH j BUILDING DEPARTMENT eo LLS 0 co ZE ate .5}08 o5 w-0 ta � :m tli/a x w ni a UJ� JJ� � JASON GIACHETTI JAG DESIGN+DEVELOPMENT + 561-702-1132 www.jagdesigndevelopment.com On. Mar 6, 201.7, at 3:55 PM, Mike Avery <maver�bd y(aigitalhifi.com> wrote: Jason, Can you please provide me with the Master Permit for this project so I can submit application for the low voltage permit Thanks Mike Avery Director of Operations BCAV/Bang & Olufsen 1 Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2017-271 Highland Beach, FI 33487 561-278-4540 Payer/Payee: JAG DESIGN & DEVELOPMENT " Cashier: Carol Holland Date: 03/28/2017 1118 BEL AIR DR. HIGHLAND BEACH FL 33487 37877 BUILDING 3833 • OCEAN Fee Description Fee Amount Amount Paid Fee Balance Additional Building Permit Fee For Added Value $540.00 $540.00 $0.00 Building Code Administration & Inspection Surcharge Fee $8.10 $8.10 $0.00 Florida Department of Commerce Surcharge Fee $8.10 $8.10 $0.00 $556.20 $556.20 $0.00 CHECK 5931 $556.20 Total Paid: $556.20 Previous Related Payments RCPT2015- 06/08/2015 Planning Board Fee $200.00 37877 1013 RCPT2015- 09/17/2015 Water Connection Fee $3,000.00 37877 1617 RCPT2015- 09/17/2015 Florida Department of Commerce Surcharge Fee $490.50 37877 1617 RCPT2015- 09/17/2015 Sewer Connection Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Open Space & Recreation Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Code Administration & Inspection Surcharge $490.50 37877 1617 Fee RCPT2015- 09/17/2015 Building Permit Fee $32,700.00 37877 1617 Total: $38,881.00 Printed 03/28/2617 11:15:00 by Carol Page 1 of I Scheduled Date: Wednesday, March.29, 2017, AM Location: 3833 SO OCEAN BLVD Inspection Type: ELECTRIC LOW VOLTAGE ROID.(�HX Property Owner:ROBINS, ANDREW �) Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 3/28/2017 Owner Phone: 954-647-1733 Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM OCONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED OREINSPECTION FEE Inspector IKErfNETH M.BAUER OCLOSE PERMIT gApproved ❑Failed ❑Approved with Condtions ❑Cancelled ONot Ready ❑Unavailable DATE ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT Scheduled Date: Wednesday, March 29, 2017, AM Location: 3833 SO OCEAN BLVD Inspection Type: FRAMING Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 3/28/2017 Owner Phone: 954-647-1733 Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KENN H M. BAUE ❑CLOSE PERMIT 3FD f-Pb2 MApproved ❑Failed ❑Approved with Condtions ❑Cancelled ❑Not Ready ❑Unavailable 19) A `GATE 1 TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, April 5, 2017, AM Location: 4314 TRANQUILITY DRIVE �rmit Number: 38777 Inspection Type: COLUMNS/TIE BEAM/WALLS rinted: 4/4/2017 Property Owner:BROWN, ROGER Owner Phone: Primary Contractor: TERENCE CUDMORE BUILDER * Contractor Phone: 561-995-8989 Project Description: CONSTRUCT A NEW 2 STORY SINGLE FAMILY HOME AND PLANNING BOARD** Scheduling Comment: AM - TIE BEAMS SECOND FLOOR DECK - g.scan@live.com - STEVE - 561- 307-7593 INSPECTION WILL TAKE 1 HOUR OR MORE ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KENNETH M BAUE ®Approved ❑Failed ❑Approved with Condtions ❑Cancelled ❑Not Ready ❑Unavailable 1� / DATE ` TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, April 19, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: MECHANICAL ROUGH Printed: 4/18/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION'* Scheduling Comment: PM ASTRO AIR - 561-738-0077 ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION REQUIRED OREINSPECXFCtffEE Inspector JORG n ❑CLOSE PERMI r Cat' NrApproved OFailed OApproved with Condtions OCancelled ONot Ready OUnavailable q t q /I DATE TIME IN TIME OUT ❑STOIC WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. z Lac,, coq- c Scheduled Date: Friday, April 21, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: FRAMING Printed: 4/20/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description:. NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: PM - jason@jagdesigndevelopment.com ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT Inspectors Comments and Conditions: OREINSPECTION REQUIRED 13REINSPECTION FEE Inspector KENNETH M. 'Approved ❑Failed DApproved with Condtions OCancelled ONot Ready DUnavailable /l ll / -� DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Friday, April 21, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ELECTRIC LOW VOLTAGE RO Z— Printed: 4/20/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION' Scheduling Comment: PM - jason@jagdesigndevelopment.com ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KENNETH M. BAUER ❑CLOSE PERMIT CpApproved ❑Failed ❑Approved with Condtions ❑Cancelled ❑Not Ready ❑Unavailable gX //�7 TE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Friday, April 21, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ELECTRIC ROUGH Printed: 4/20/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: PM - jason@jagdesigndevelopment.com - JASON - 561-702-1132 ❑CONDITIONAL APPROVAL DCLOSE PERMIT Inspectors Comments and Conditions: DREINSPECTION REQUIRED DREINSPECTION FEE Inspector KENNE H M. BAUER ®Approved DFailed DApproved with Condtions DCancelled DNol Ready DUnavailable ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT 9 TOWN ORDINANCE VIOLATION 1 2 6 4 5 HIGHLAND BEACH, FL PALM BEACH COUNTY WEEK N yD 1M ( �V�L h 1,FI T MIDDLE Lq$ NAME P I ),J,&, ��j� IC 444WO R., CI O pTE -33 RAC D O �T W1. Lelle fQLQR/ - TAG. TATw m rL.. q'yVSE L C VO� S vb(��bY� zONE You and/or your vehicle.were observed committing a violation of the Town of Highland Beach Code of Ordinances as follows: - - - - ------------- ----- ORDINANCE FINE 01 ❑ ANIMALS - RUNNING AT LARGE 4-5 $25.00 02 ❑ ANIMALS - CREATION OF NUISANCE 4-6 $25.00 03 ❑ LIGHTING RESTRICTIONS -SEA TURTLES 4-8 $25.00 04 ❑ PARKING OF BOATS 5-1 $25.00 0N7 HOURS OF CONSTRUCTION 12. $25.00 06 ❑ LICENSE REQUIRED AND/OR SOLICITATION 15-2 $25.00 07 ❑ PARKING - FOR DISABLED ONLY 16-2 $25.00 08 ❑ PARKING - ON RIGHT OF WAY 16-3 $25.00 09 ❑ PARKING - RECREATIONAL VEHICLE 16-4 $25.00 10 ❑ PARKING - COMMERCIAL VEHICLE 16-5 $25.00 11 ❑ PARKING - FIRE LANE / SIDEWALK / BIKE PATH 16-6 $25.00 12 ❑ PARKING - MOTOR OR AUTO TRAILERS 16-32 $25.00 13 ❑ PARKING - DETACHABLE TRAILERS / STRUCTURES 16-36 $25.00 14 ❑ NUISANCE (ABANDONED VEHICLE) 17-3 $50.00 15 ❑ NOISES - PROHIBITED 18-9 $25.00 16 ❑ TRESPASS BY VEHICLE 18-14 $25.00 17 ❑ DISPLAYING "FOR SALE" SIGNAGE 23-1 $25.00 18 ❑ PERMITTED SIGNS / FLAGS 23-7 $25.00 19 ❑ REFUSE - PUBLIC STREETS OR PLACES 24-7 $25.00 20 ❑ OTHER $ OFF I R'S ATUR I.D 2nZ77=1 -C-- ::7— ® PI se make ec payable to the TOWN OF HIGHLAND BEAC .and use the at ched envelope to make payment. If fine Is.not paid within 30 days, the violator may be charged an additional $95.00 penalty .and ma be refused renewal of their vehicle registration. To plead not guilty contact the Town Clerk's office, 3614 S. .Ocean Blvd., Highland Beach, FI 33487� or call for information at (561) 278-4548. +F f% A R C H I T E C T CA# AA26001234 AC:7 D 0 B R U C E C E L E N S KI , I N C 3045 N. Federal Highway, Suite 47 Fort Lauderdale, Florida 33306 Architecture, Design, & Planning E-mail:Bruce@BruceCelenski.com WEBSITE: www.BruceCelenski.com May 12, 2017 Application Number: #37877 City of Highland Beach, Florida RE:-. Robins Residence 3833 S. Ocean Blvd. Highland Beach, Florida. TEL: (954) 917-5781 FAX: (954) 917-3503 Building Inspector Comment Response. - Approval for drywall screws only for third floor. There are walls with plywood instead of drywall and the plans do not provide specifications. The plywood is backer for a panelized system that is not in the plan set. Please provide drawings with specifications for the panelized wall system and schedule another inspection for the panelized system walls. Response: - Detail is added to sheet A-22 as revision #4 and approved shop drawings from interior designer are attached for reference. Thank you for your review, if you have any additional questions or comments please call me directly at (954) 917-5781. ze Ce i, AIA ite ce Celenski, Inc. 1-6V MW REY, Permit #: Town of Highland Beach Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 Date Submitted: r Complete Address Where Work is being Done: MAY 2 5 2017 HIGHLAND BEACH BUILDING DEPARTMENT Company Name: %(�'j✓IGi�t7 `G�(�I/ L (, Phone: �j (o?tea - / ( Fax: Contact Person:Cell: Additional Construction Cost for This Change: $ 525 Expl 'n Revision(s): �/� I 41-I j jj i vv� Gw �G2 ✓"C elf dYl i'1e^ li 1 A i l e er-- NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date in appropriate place on plans. The plan reviewers may also need the jobsite plans Additional Permits fees may be assessed depending on the scope of the revision. _ �i-QaC - 1 Submitted By: )Az2od `� Date Submitted:yS%2Sr l Office Use Only Route To The Following Departments: ❑ Buildinq ❑ Ele trical Mechanical ❑ Plumbing ❑ Fire Plan Reviewer: AddIonal Fees: c� Pages @ $10.00/page Fee for additional construction Date: C:\Documents and Setti urgess\Local Settings\Temporary Internet Files\Content.Outlook\ OD12UC\Revision Request 12/04 REV:9/05, 11/06, 4/07 Printed 12/7/2011 Town of Highland Beach Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 Permit M j Date Submitted: Complete Address Where Work is bein Done: Company Name:,)AL Pez,161,0 6�6.v- r% Phone: %j —76 1� Fax: Contact Person: ' -�A) �7 7 / Cell: Additional Construction Cost for This Change: $ Explain Revision( NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please "cloud" revisions to plans and indicate revision date in appropriate place on plans. The plan reviewers may also need the jobsite plans Additional Permits fees may be assessed depending on the scope of the revision Submitted By: �7DdJ « vet ( Date Submitted: Route T e Following Departments: Er Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire El Plan Reviewer: Office Use Only Date: Additional Fees:. Pages @ $10.00/page = �� Fee for additional construction C:\Documents and Settin~gess\Local Settings\Temporary Internet Files\Content.Outlook\Gf12UC\Revision Request 12/04 REV:9/05, 11/06, 4/07 Printed 12/7/2011 Building Department 3614 South Ocean Blvd. Highland Beach, FI 33487 Receipt Number: RCPT2017-548 561-278-4540 Payer/Payee: JAG DESIGN & DEVELOPMENT" Cashier: Carol Holland Date: 05/31/2017 1118 BEL AIR DR. HIGHLAND BEACH FL 33487 37877 BUILDING 3833 SO OCEAN Fee Description Fee Amount Amount Paid Fee Balance Revision To Plans (Per Page) $80.00 $80.00 $0.00 $80.00 $80.00 $0.00 CHECK 18605 $80.00 Total Paid: $80.00 Previous Related Payments RCPT2015- 06/08/2015 Planning Board Fee $200.00 37877 1013 RCPT2015- 09/17/2015 Water Connection Fee $3,000.00 37877 1617 RCPT2015- 09/17/2015 Florida Department of Commerce Surcharge. Fee $490.50 37877 1617 RCPT2015- 09/17/2015 Sewer Connection Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Open Space & Recreation Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Code Administration & Inspection Surcharge $490.50 37877 1617 Fee RCPT2015- 09/17/2015 Building Permit Fee $32,700.00 37877 1617 RCPT2017- 03/28/2017 Building Code Administration & Inspection Surcharge $8.10 37877 271 Fee RCPT2017- 03/28/2017 Additional Building Permit Fee For Added Value $540.00 37877 271 RCPT2017- 03/28/2017 Florida Department of Commerce Surcharge Fee $8.10 37877 271 , Total: $39,437.20 Printed 05/31/2017 13:29:00 by Carol Page 1 of 1 ;- Scheduled Date: Thursday, June 1, 2017, PM Location: 3833 SO OCEAN BLVD - Permit Number: 37877 Inspection Type: FRAMING Printed: 6/1/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: PM - FLOOR ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KEVIN SI ❑CLOSE PERMIT Approved ❑ Failed Approved with Condtions, ❑Cancelled ❑Not Ready ❑Unavailable ®�io� ZUr I T5d DATE TIME IN ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. /,/%5' I IIVIC VV I TOWN OF •FORM Scheduled Date: Thursday, June 1, 2017, PM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: ELECTRIC ROUGH Printed: 6/1/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: PM 1 ST FLOOR ELECTRIC ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED OREINSPECTION FEE Inspector KEVIN ❑CLOSE PERMIT 00 i' 9 Approved OFailed Approved with Condtions OCancelled ONot Ready OUnavailable / of/� 2; �a != l ATE TIME IN TIME OUT v ❑STOP WORK ORDER: This stop work.order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Thursday, June 1, 2017, PM Location: 3833 SO OCEAN BLVD Inspection Type: ELECTRIC LOW VOLTAGE ROUGH Property Owner:ROBINS, ANDREW Primary Contractor: JAG DESIGN & DEVELOPMENT Permit Number: 37877 Printed: 6/1/2017 Owner Phone: 954-647-1733 Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION' Scheduling Comment: PM - LOW VOLT ROUGH - FIRST LIFT ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KEVIN SI ❑CLOSE PERMIT Approved OFailed 10 Approved with Condtions OCancelled ❑Not Ready ❑Unavailable 001� / Of i 1 1 2=' 90 / `-1-5- DATE TIME IN TIME OUT ❑STOP WORK ORDEFKhis stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof; /11 Scheduled Date: Wednesday, June 7, 2017, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: MECHANICAL ROUGH Printed: 6/6/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" Scheduling Comment: AM - GARAGE FLOOR - JASON - 561-702-1132 ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑CLOSE PERMIT -rdrl-- OREINSPECTION REQUIRE Approved OFailed - ❑REINSPECTION FEE - Approved with Condtions ' OCancelled ❑Not Ready OUnavailable Inspector l Z / zor 7 47> 3b KEVIN SINGLEY DATE TIME IN TIME OUT ❑STOP WORK ORDER: estop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, June 7, 2017, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: INSULATION Printed: 6/6/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION`* Scheduling Comment: AM - FIRST FLOOR ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: ❑REINSPECTION REQUIRED ❑REINSPECTION FEE Inspector KEVIN ❑CLOSE PERMIT V-s� low 00 / Approved ❑ Failed Approved with Condtions ❑Cancelled ❑Not Ready ❑Unavailable Oki Y;,f5 F: 30 DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. Scheduled Date: Wednesday, June 7, 2017, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: DRYWALL SCREW Printed: 6/6/2017 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION'"* Scheduling Comment: AM - 2ND AND 3RD FLOOR ❑CONDITIONAL APPROVAL ❑CLOSE PERMIT a'G Y Inspectors Comments and Conditions: OREINSPECTION REQUIRED Approved OFailed DREINSPECTION FEE Approved with Condtions OCancelled ONot Ready OUnavailable Inspector 0 '7/ KEVIN SING EY DATE TIME IN TIME OUT ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. -BUILDING PERMIT WARNING TO OWNER: "YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." TOWN OF HIGHLAND BEACH F 3616 South Ocean Blvd. '0 " Highland Beach, FL 33487 - (561) 278-4540 Fax (561) 272606 ��, N �, r) _1 _ —NOTICE Permit Type: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY AND THERE MAY Date Applied BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Prepared By: PERMIT .:18=mO - Subdivision Name NOt7f wner's ame/AddresslTelephone • p �n 9)u 50ruall e / Daley Issued:.„�_ Zoning Contractor's NamelAddress/Telepho PCO 1.5 F1 0 PA 1 M hl Qf%j &AM00 k Improvements '�. P-00 I (* THIS e DAYS Any change In building plans or specifications must be -recorded with this office. Any work not covered above must have a valid permit, prior to starting. in consideration of the granting of this permit, the owner and builder agree 4o erect this structure In full compliance with the Building and Zoning Codes of the Town of Highland Beach. DOCK SEAWALL HANDICAP I*"" NOTES: a FINAL ENERGY CONSERVATION TREE INSULATION TREE PROT. WALLS LOT CLEARING CEILING LOT `FILLING �Ly TREES/SHRUBS NOTES NOTES: FINAL _ FINIAL PROJECT COMPLETION SATE: _CERTFICATEA01F OCCUUPANCT i` f Mill . , Milli • M r� s mi a • 'sI -�Wln _m_ k� ea a 6 n1 �/IRMP-tryi:f t :4 - "- i s � � i s -f�l-E 402 • �22�.�i.C. �U��-5 `Y" rle- May 25, 2018 Attn.: Building Official Town of Highland Beach 3614 South Ocean Blvd. Highland Beach Florida 33487 Project: 3833 South Ocean Blvd Highland Beach, FL Subject: Aluminum and Glass Window and Door Installation Inspection Letter ryr�N R Or` F RrQN This letter shall confirm that Fagade and Envelope Engineering Consultants, LLC (Fagade+Envelope) has conducted inspections of the Aluminum and Glass Windows and Doors installation at the above referenced project. Based on inspections performed by this office, it is our belief and professional' opinion that the Aluminum and Glass Windows and Doors at the above mentioned project were installed in general compliance with the Drawings, Calculations and Product Approval Documents reviewed and prepared by this office. Should you have any questions please do not hesitate to contact us at (954) 589-1729. Respectfully submitted, '101L1iIMO��''� Pl 1,§43 Qtgitalne y Ivy nue oWesr Manuel Morales, P.E.ja;2018.16:5 :03-OS4�0- FL. Reg. # 71643 :• STATE O •; Fagade+Envelope . •.•R I•P �. %Ss/ON A\. 41 FA1;ADE+ENVEL0PE Engineering Consultants, LLC 1930 Harrison Street Suite 204, Hollywood, FL 33020 (954) 589-1729 1 www.facadenvelope.com I CA#30168 Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2018-1027 Highland Beach, FI 33487 - 561-278-4540 Payer/Payee: JAG DESIGN & DEVELOPMENTCashier: Daphne Fernandez Date: 08/24/2018 1118 BEL AIR DR. HIGHLAND BEACH FL 33487 Fee Description Fee Amount Amount Paid Fee Balance Reinstate Expired Permit Fee $50.00 $50.00 $0.00 Building Code Administration & Inspection Surcharge Fee $2.00 $2.00 $0.00 Florida Department of Commerce Surcharge Fee $2.00 $2.00 $0.00 $54.00 $54.00 $0.00 PaymentjMethod Reference Payment Amount Number CHECK • $54.00 Total• 11 Previous Related Payments j ' • t m POEM RCPT2015- 06/08/2015 Planning Board Fee $200.00 37877 1013 RCPT2015- 09/17/2015 Water Connection Fee $3,000.00 37877 1617 RCPT2015- 09/17/2015 Florida Department of Commerce Surcharge Fee $490.50 37877 1617 RCPT2015- 09/17/2015 Sewer Connection Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Permit Fee $32,700.00 37877 1617 RCPT2015- 09/17/2015 Open Space & Recreation Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Code Administration & Inspection Surcharge $490.50 37877 1617 Fee I RCPT2017- 03/28/2017 Additional Building Permit Fee For Added Value $540.00 37877 271 RCPT2017- 03/28/2017 Building Code Administration & Inspection Surcharge $8.10 37877 271 Fee RCPT2017- 03/28/2017 Florida Department of Commerce Surcharge Fee $8.10 37877 271 RCPT2017- 05/31/2017 Revision To Plans (Per Page) $80.00 37877 548 Total: $39,517.20 Printed 08/24/2018 12-.52-.00 by Daphne Page 1 of 1. Construction Control Budget 2.00 SITE WORK: Jun-15 Lr ECO W ED 2.01 pile stake out, clean up, batter boards $ 5,000.00 2.02 Piles $ 50,000.00 2.03 Grading $ 5,000.00 2.04 Cut $ 5,000.00 2.05 Fill - new beach quality fill $ - 2.06 Trenching $ - 2.07 Site / Civil Drainage $ 5,000.00 3.00 STRUCTURE: 3.011 Shell 1 1 $ 200,000.00 3.021 precastl 1 $ 50,000.00 3.041 structural steel $ 200,000.00 3.05 Roofing - Membrane system $ 50,000.00 3.06 Roof Deck Drains, Scuppers & Gutters $ 2,000.00 3.07 Stucco $ 80,000.00 3.08 Waterproofing $ 10,000.00 3.09 Insulation $ 20,000.00 3.10 Doors / Windows & Install $ 279,500.00 3.111 Garage Doorsi $ 12,000.00 4.00 ►MW 4.01 Fire Protection System $ 31,500.00 4.02 HVAC - Including Linear Diffusers $ 145,000.00 4.03 Electric - Lab & Mat ex Fixtures $ 50,000.00 4.04 Electic Low voltage - prewire $ - 4.05 Audio/Video Electronics $ - 4.06 Plumbing - Lab & Mat ex fixtures $ 60,000.00 4.07 Gas - Appliances $ 5,000.00 4.08 Vacuum - Central $ - 4.09 Alarm $ - 4.10 Water Meter $ 1,500.00 4.11 in -wall pest control $ - 4.121 Electric meter - FPL $ 500.00 1_ 5.00 INTERIOR: 1 5.011 Metal Framing, Hang Drywall, Finishl Is 150,000.00 AUG 242018 HIGHLAND BEACH I BUILDING DEPARTMENT 51517 5.021 DensArmor Interior Panel Upgrade $ - 5.03 Flooring $ 20,000.00 5.04 Bath tiles and slabs $ 20,000.00 5.05 Stone cladding - Wall finish Interior $ 20,000.00 5.06 Elevator $ 45,000.00 5.07 Stairs - Main $ 85,000.00 5.08 Fireplaces $ 10,000.00 5.09 Closet Built-ins $ 35,000.00 5.10 Trim labor $ 40,000.00 5.11 Kitchen Cabinetry and bath $ 120,000.00 5.12 Countertops - Stone/quartz $ 20,000.00 5.13 Appliances $ 50,000.00 5.14 Garage Floors - Finish $ 20,000.00 5.15 Painting - Int $ 55,000.00 5.16 Lighting & Electric Fixtures $ 30,000.00 5.17 Plumbing Fixtures - Baths & Kitchens $ 70,000.00 5.18 Doors Flush - Interior $ 52,000.00 5.19 Barnyard Door $ - 5.20 Door Hardware) $ 12,000.00 5.211 Mirrors/Glass Showers & Doors $ 20,000.00 I EXTERIOR FINISHING: 6.01 Painting -Ext $ 31,500.00 Caulk and Weatherproof $ 6,000.00 6.02 Pool/Equipment $ 70,000.00 6.03 Waterfeature $ - 6.04 Kitchen Cabinets - Exterior $ 1,000.00 6.05 Countertops - Stone/quartz - Exterior $ 1,000.00 6.07 Glass Railings (ext and int) $ 10,000.00 6.09 Wood finish - Soffits $ 15,000.00 6.11 Front Gate $ 20,000.00 6.14 Wall - Perimeter/Property $ 10,000.00 6.16 Pool Patio $ 30,000.00 6.17 Landscaping - hardscape & Softscape $ 50,000.00 6.18 Irrigation $ 5,000.00 6.19 Drivewayl $ 80,000.00 6.20 Beach Walkoverl $ 5,000.00 7.00 SPECIAL ITEMS/FINISHES: 7.021 Exterior Stone & Tile $ 50,000.00 8.00 GENERAL CONDITONS: 8.011 Insurance - Builder Risk $ - 8.02 Cleaning - site $ 5,000.00 8.03 Cleaning - Interior (through all stages of Const.) $ 5,000.00 8.04 Cleaning - protection of finishes during construction (includes materials) $ 5,000.00 8.05 Dumpsters/Hauling $ 15,000.00 8.06 Temporary Fencing $ 1,000.00 8.07 Equipment Rental $ 5,000.00 8.08 Portolet $ 1,000.00 8.09 Utilities (elec and water) I $ 1,000.00 9.00 Builder Supervision and Misc. 9.011 Working Foreman $ 20,000.00 9.021 Misc $ - Scheduled Date: Tuesday, August 28, 2018, AM Location: 3833 SO OCEAN BLVD Permit Number: 37877 Inspection Type: PLUMBING ROUGH Printed: 8/27/2018 Property Owner:ROBINS, ANDREW Owner Phone: 954-647-1733 Primary Contractor: JAG DESIGN & DEVELOPMENT * Contractor Phone: 561-702-1130 Project Description: NEW SINGLE FAMILY HOME **NEED G-701 BEFORE FINAL INSPECTION** Scheduling Comment: GAS & SEWER ❑CONDITIONAL APPROVAL Inspectors Comments and Conditions: OREINSPECTION RE ED OREINSPECTION FEE Inspector KENNETH M. ❑CLOSE PER Approved ❑Failed pp rov d with Condtions ❑Cancelled Cl Not Re dy ,% ❑Unavailable ❑STOP WORK ORDER: This stop work order is issued pursuant to official Building Code for the Town of Highland Beach. For instructions concerning compliance with this order, contact the Building Official at (561) 278-4540 within 10 days of the date hereof. TIME IN TIME OUT E D Even Flow Irrigation, Inc. 7100 N.W. 43rd Avenue Pompano Beach, Fl. 33073 561-756-5396 Name / Address JAG DesignDevelopment JAN 2 8 2019 HIGHLAND BEACH i BUILDING DEPA__ r Proposal Date Estimate # 1 /24/2019 1442 Project Description Qty Cost Total JAG DESIGN & DEVELOPMENT - ROBINSGWRESIDENCE - - IRRIGATION INSTALLATION: EFI will install residential irrigation system, as per plan designed by 1 8,975.00 8,975.00 Irrigation Consulting & Design, LLC., dated the 23rd of August, 2017. EXCLUSIONS: * Permit and Permit Fees High Power Electrical by others Signed and Accepted - EFI Owner: Signed and?-JA / R esen ive Thank you for your business. Total $8,975.00 4 UNIVERML KQUNTY•1AiIDE/MIUNICIPAI. bus onnlr BUIi.DING PERMIT I�PPUCATiON FORM�� v�°n �� Permit type: , Accepted� Application Date°� 1 3 E Application #: ralred for use trougitE— Palm .es � � 5112R o RMii (CHECK ONE): �J .�� RIMARY PERMIT ! JAN 2 8 2019 , DRESS: 3 `.S• QCry UNIT: j f UB-PERMIT - if Fee & value of a Sub-P�no#t are covered cinder a Primary Permit, ramplete bows 2 3 4, S..fi &ia T N CH M E ) : �+ /� 1 y w�, STATE: L 21P:_ uz covered under a Primary Permit, complete t#te apply. � � PHONE: FAX: � � EMAIL: IMDE (CHECK ONE): PROJECT NAME: �f� 3 �• 0:ect,, ®STRUCTURAL []ROOFING ELECTRICAL C�GAS PCN: O D O - I � �� — -4= — -- � U � � �� — ❑MECHANICAL QPLUMBING OTHER: '�lri GJL LEGALDFSMIFrION•-�t�-�t� rut op 5 I�� Pc- �f �3 &WT I-?3��a�i ADDRESS: PRIMARY PERMIT #: s CITY: I 99 i ' Va F�1�THERWORK DESCRIPTION: lrtslall •WD Type of wrkiDkI vv Addition ® ®Teary LirNET S.F (for SFD's): VALUE. PERMIT 0 tagsotto ps ( e ® QWNER BUjLDLDj R PER FL. ST. 48S ( ABOVE, FOR CONTACT INFORMATION SEE BOX 2) 0 CONTRACTOR (CERT. HOLDER): Even Flow Irrigation, Inc. License #. U-21155 DBA (COMPANY NAME): Contact Person: Lee TwYfOrd ADDRESS: 7100 NW 43rd Ayenu STE: City: Pol'I'ipano ftamh STATE: Fl ZIP: 3M73 PHONE: 5e1-75"3w FAX.- NIA EMAIL: Cm Application is hereby made to obtaln-a permit to do the work and installations as Indicated. I certify that no work or installation has commenced poor to the Toone of a permit and that all work will be performed to meet the standards of all laws regulating construction In Oft judsdidion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIL, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I cMft that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws PZd and zoning. a 1- _ l V P Print Marne: Ate_/ 2.� riles -= NOTARY REQUIRED IF $ 2,500 OR MORE, OR FOR ALL OWp ER / NARY REQUIRED IF $ 2,SW OR WRE, FOR ALL OWNER / BUILDERS REGARDLESS OF $ ATE OF FLORIDA R� Aim OFE STATE OF FLORIDA 1 BCOUPiTit COUNTY OF ff Qt OFUILDERS Swom to (or aftrrted) and subscribed before me this S Swom to (or of h..k ) and stirs %ed before me this c y day day of a ,- 20 by of 20 , by AL, +fie '�'•= MY COMMISSION #00003318 .'+• EXPIRES: June 16,2020 i Notary Public State of Flonga'.�' Linda J. Schiavo s:'a •• oP ' ;tnrv1Ad TM, NOW,* (Si re of Notary a dapxPires 09mmo22 SiWr Mir (Print, Type, or Stamp Cerrrrm 11V11 fi lbWl.ftft ftA (Pd Type, or �p oned Name of Notwy Public) Personally Known OR Produced Identification � Personally Known Produced Identification 0_ Type of Identii<cation Produced Type of tdenti1k ation Produced *Ukt * /\-� Rage 1 of 2 FEE SIMPLE TITLEHOLDER, BONDING COMPANY, ARCHITECT/ENGINEER AND MORTGAGE LENDER INFO IS REQUIRED WHEN THE AGGREGATE VALUE (TOTAL COST OF ALL IMPROVEMENTS & NOT JUST WORK AUTHORIZED BY THE INDIVIDUAL PERMIT) IS $2,500 OR MORE (EXCEPT HVAC REPAIR /REPLACEMENT < $7500). PLEASE ADDRESS ALL ITEMS. 9 to Fee Simple Titleholder's Name (If other than owner): Bonding Company: Fee Simple Titleholder's Address (If other than owner): Bonding Company Address: City: State: Zip: City: State: Zip: ❑ Same as Owner ❑ Not Applicable 1 12 Architect/Engineer's Name: Mortgage Lender's Name: Architect/Engineer's Name Address: Mortgage Lender's Address: City: State: Zip: City: State: Zip: ❑ Not Applicable ❑ Not Applicable WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. NOTICE TO CONTRACTOR: FOR A DIRECT CONTRACT GREATER THAN $2,500 (EXCEPT FOR HVAC SYSTEM REPAIR OR REPLACEMENT LESS THAN $7500), FLORIDA STATUTES REQUIRE THE APPLICANT TO FILE WITH THE ISSUING AUTHORITY, PRIOR TO THE FIRST INSPECTION, EITHER A CERTIFIED COPY OF THE RECORDED (BY OWNER) NOTICE OF COMMENCEMENT OR A NOTARIZED STATEMENT (BY OWNER) THAT THE NOTICE OF COMMENCEMENT HAS BEEN FILED FOR RECORDING, ALONG WITH A COPY THEREOF. IN THE ABSENCE OF A CERTIFIED COPY OF THE RECORDED NOTICE,OF COMMENCEMENT, NO SUBSEQUENT INSPECTIONS CAN BE PERFORMED UNTIL THE APPLICANT FILES SUCH CERTIFIED COPY WITH THE ISSUING AUTHORITY. THE CERTIFIED COPY OF THE NOTICE OF COMMENCEMENT MUST CONTAIN THE NAME AND ADDRESS OF THE OWNER, THE NAME AND ADDRESS OF THE CONTRACTOR, AND THE LOCATION OR ADDRESS OF THE PROPERTY BEING IMPROVED. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OFFICE USE ONLY BELOW THIS LINE ,4 USE (CHECK ONE): 13 CODE EDITION/NOTES: ❑ 1 & 2 FAMILY ❑ TOWNHOUSE ❑ CONDOMINIUM ❑ MULTI -FAMILY ❑ COMMERCIAL ❑ INDUSTRIAL ❑ AGRICULTURAL - BLDG CODE EXEMPT ❑ OTHER: ❑ USE CHANGE: APPROVED BY: DATE: Permit Officer AUTHORIZED FOR CERTIFICATE OF OCCUPANCY: DATE: Building Official or Designee AUTHORIZED FOR CERTIFICATE OF COMPLETION: DATE: Building Official or Designee Page 2 of 2 5.02 DensArmor Interior Panel Upgrade 5.03 5.04 5.05 Stone clad 5.06 5.07 5.0.8 5.09 5.10 5.11 5.12 5.13 5.14 5.15 5.16 5.17 Plur 5.18 5.19 5.20 5.21 Bath tiles and. slab: - Wall finish lnterioi Elevator Stairs -Main Closet Built-ins Trim labor Kitchen Cabinetry and bath Countertops - Stone/quartz Appliances Garage Floors - Finish Painting - Int Lighting & Electric Fixtures ibing Fixtures - Baths & Kitchens Doors Flush - Interior Barnyard Door Door Hardware) Mirrors/Glass Showers & Doors "'"" EXTERIOR FINISHING: 6.01 Painting -Ext Caulk and Weatherproof 6.02 Pool/Equipment 6.03 Waterfeature 6.04 Kitchen Cabinets - Exterior 6.05 Countertops - Stone/quartz- Exterior 6.07 Glass Railings (ext and int) 6.09 Wood finish - Soffits 6.11 Front Gate 6.14 Wall - Perimeter/Property 6.16 Pool Patio 6.17 Landscaping - hardscape & Softscape 6.18 Irrigation 6.19 Driveway 6.20 Beach Walkover 7.00 SPECIAL ITEMS/FINISHES: 7.0!1 Exterior Stone & Tile 8.00 GENERAL CONDITONS: 8.011 Insurance Builder Risk 000. 00 000.00 45,000.00 85,000.00 10,000.00 35, 000.00 40,00.0.60 20,000.00 20, 000.00 20,000.00 55,000.00 30, 00 0.00 70, 000.00 52,000.00 12,000.00 20,000.00 31,500.00 6,000.00 70,000.00 11000.00 10,000.00 15,000.00 10,000.00 30,000.00 50, 000.00 5,000.00 80,000.00 5,000.00 $ 50,000.00 Town of Highland Beach Building Department • 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highIondbeach.us • Phone: 561-278-4540 • Fax: 561-278-2606 PERMIT NUMBER 37877 Today 3/26/2019 Job Address: 3833 S Ocean Blvd Job Type: Single Family Residence _ Owner: Contractor: JAG Design & Development Contractor Phone: 561-702-1132 Your submission for the Revision Request dated March 25, 2019 has been reviewed with no comments and is ready for pick up. Please integrate the revised drawings into the plans required to be on site and mark the outdated pages "SUPERSEDED" in red marker. While performing the review, however, the following items were discovered and need to be addressed before temp release of power or a final electrical inspection can be performed: ELECTRICAL: 1) NEC 702.4(A) requires the generator to be of sufficient size to supply the load connected to the ATS. The generator is undersized for the load connected and has no load management details as required under 702.4(B). Please provide plans and details showing compliance. 2) Page E6 near the generator references NEC 702.5(A) which does not exist. Please clarify. 3) Please confirm the necessity of the ground rod at the generator, purpose and what is is suppose to be connected to at the generator. If this generator is not a separately derived system (neutral switched at the ATS) there will be no neutral to frame bond at the generator and serves no purpose. NEC 250.30 does not apply to non -separately derived systems. Please revise drawings accordingly and resubmit. *All changes must be clouded on the drawings* and resubmitted as a new set. Jeff Remas *** For questions please contact: jremas@capfla.com WNG 04/10/19 engineering core. April 4, 2019 PERMIT # 37877 ROBINS RESIDENCE 3833 S. Ocean Boulevard Highland Beach, FL ELECTRICAL: 5230 S. university or. Suite 101 • Davie, FL 33329 Telephone: 954.690.3166 . Fax: 954.690.9266 pmeengineering@comcast.net APR 9'2019 HIGHLAND BEACH E (IILDj,1V` DFpAf�TNr- 1) NEC 702.4(A) requires the generator to be of sufficient size to supply the load connected to the ATS. The generator is undersized for the load connected and has no load management details as required under 702.4(B). Please provide plans and details showing compliance. PME: Please see Total Load Calculations "MDP", new Sheet E6 provided. 2) Page E6 near the generator references NEC 702.5(A) which does not exist. Please clarify. PME: Revised to the latest section of the code, new Sheet E6 provided. 3) Please confirm the necessity of the ground rod at the generator, purpose and what is supposed to be connected to at the generator. If this generator is not a separately derived system (neutral switched at the ATS) there will be no neutral to frame bond at the generator and serves no purpose. NEC 250.30 does not apply to non -separately derived systems. PME: Ground removed at Generator -Service ATS 2P/ 600A, new Sheet E6 provided. ADDITIONAL ELECTRICAL PLAN MODIFICATIONS — Revision 3, dated 412/19 • Modify the Electrical Riser to include the 125 kW Generator • Added 100 Amp Panel "E" - (Audio/ Video) • Panel "A"& Panel "B" are now two separate panels in lieu of the previously designed Double Panel. • Panel "P" (Pool panel) reduced from 150 Amp to a 100 Amp panel. • Floor Plan revision, and additional appliances added to the GAME ROOM w4am w Wil t. r , 1 - � f ,- '�. "' i N � A "�y1i � Z �a rf.lw i�� r f i'�,. � I�.' Y a.fi1. =Y �. ?�, r�yu Y.�},�.1�' (. �� ii1 �� a ��:: -,r. .�„ '"� <�.:. '. {, x� � ...�,?., u.. � ,,•r � , 0 m Im , ��\�� m -i el dw Town offfighland Beach Building Department ® 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highIondbeach.us ®Phone: 561-27874540 ®Fax:5617278-2606 CERTIFICATE OF OCCUPANCY PERMIT NUMBER:37877 3833 SO OCEAN BLVD NAME: JUDITH &.MICHAEL ROTHBERG PHONE: 954-647-1733 ADDRESS: 3833 S. OCEAN BLVD. HIGHLAND BEACH,.FL 33487 CONTRACTOR: JAG DESING & DEVELOPMENT DESCRIBE: NEW SINGLE FAMILY HOME Co ISSUE DATE: NOVEMBER 25,2019 CONSTRUCTION VALUE: $2,600,000.00 . PERMIT APPLICATION APPROVED:9/17/2015 COMPLIANCE: INSPECTED FOR COMPLIANCE WITH THE FLORIDA BUILDING CODE 20116T" EDITION FLOOD HAZARD AREA: FLOOD ZONE VE BFE 10.0' FIRM EFFECTIVE DATE:10-05-2017 BUILDING OFFICIAL: JUDSON D DULANY BU1990 BUILDING CODE: FLORIDA BUILDING CODE 2017 6T" EDITION USE ANID OCCUPANCY: RESIDENTIAL GROUP R-3 TYPE CONSTRUCTION: VB OCCUPANT LOAD: NA AUTOMATIC SPRINKLER SYSTEM: YES Judson D Dulany Building Official Town of Highland ach Page INSPECTION HISTORY Report run on: 04/10/2019 Application #: 37877 Parcel # : 24-43-47-04-00-001-0131 Property 3833 SO OCEAN BLVD HIGHLAND BEACH Address: Project: Inspection Type Description Inspector Date Status Comments FOUNDATION / FOOTER FOUNDATION / FOOTER MICHAEL DESORCY CANCELLED PARTIAL- GRADE BEAM 101 @ 3'9" ELEVATION - INSPECTION CANCELLED BY JASON GIACHETTI VIA PHONE AT 8:50 A.M. ON 9/30/15. FOUNDATION / FOOTER FOUNDATION / FOOTER MICHAEL DESORCY 21-Sep-15 (PARTIAL PARTIAL- GRADE BEAM 101 @ 3'9" APPROVAL ELEVATION FOUNDATION / FOOTER FOUNDATION / FOOTER DANNY HAWKINS 02-Oct-15 PASSED UP TO 13'9" TIE BEAM PARTIAL- GRADE BEAM 101 @ 3'9" ELEVATION - INSPECTION CANCELLED BY JASON GIACHETTI VIA PHONE AT 8:50 A.M. ON 9/30/15. COLUMNS/TIE BEAM/WALLS ELECTRIC TEMP SERV COLUMNS/TIE BEAM/WALLS ELECTRIC TEMP SERV ELECTRIC TEMP SERV ELECTRIC TEMP SERV GRADE BEAMS ` GRADE BEAMS COLUMNS/TIE COLUMNS/TIE BEAM/WALLS BEAM/WALLS DANNY HAWKINS 09-Oct-15 PASSED MICHAEL DESORCY 27-Oct-15 FAILED 1) POST/POLE NOT BRACED PER FPL SERVICE STANDARD; AND 2) NEED ADDRESS FOR PROPERTY VISIBLE FROM STREET. MICHAEL DESORCY 10-Nov-15 PASSED TEMP ELECTRIC SERVICE/POLE CALLED FPL -GAIL- 10:28 AM FOR METER RELEASE- LEFT VM MICHAEL DESORCY 03-Nov-15 PARTIAL PARTIAL- GRADE BEAMS @ 9.67 APPROVAL ELEVATION MICHAEL DESORCY 07-Dec-15 NOT READY INSPECTION HISTORY Page 2of5 Report run on: 04/10/2019 Application #: 37877 Parcel # : 24-43-47-04-00-001-0131 Property 3833 SO OCEAN BLVD HIGHLAND BEACH Address: Project: Inspection Type Description Inspector Date Status Comments COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 09-Dec-15 PARTIAL FILL CELLS AND COLUMNS FIRST BEAMIWALLS APPROVAL LIFT ONLY - BEAMS NEED REINSPECTION COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 10-Dec-15 PARTIAL FILL CELLS AND COLUMNS FIRST BEAM/WALLS APPROVAL LIFT ONLY - BEAMS NEED REINSPECTION PARTIAL- 1ST LIFT TIE BEAMS SHEARWALLS AND TYPICAL BEAMS SLAB SLAB MICHAEL DESORCY 04-Jan-16 PARTIAL PENDING LETTER/REAPIRDETAIL/ APPROVAL RFI RE: STEEL COLUMN IMBEDPLATES- CONNECTION RO SLAB/CONCRETE STEEL BEAM SLAB SLAB MICHAEL DESORCY 07-Jan-16 PASSED FIRST ELEVATED SLAB AND GB 101, PG3. PENDING LETTER/REAPIRDETAIL/ RFI RE: STEEL COLUMN IMBEDPLATES- CONNECTION RO SLAB/CONCRETE STEEL BEAM PLUMBER UNDER GROUND PLUMBER UNDER GROUND KEN LOIHLE 15-Jan-16 PASSED COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 26-Jan-16 PROGRESS PARTIAL - 2ND FLOOR TIE BEAMS BEAM/WALLS INSPECTION AND COLUMNS SLAB SLAB MICHAEL DESORCY 01-Mar-16 PASSED BUILDING BUILDING INSPECTION MICHAEL DESORCY 02-Mar-16 PARTIAL PARTIAL - SITE WALL FOOTING - APPROVAL NORTH ELEVATION APPROX 80' LINEAR FEET COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 17-Mar-16 PASSED BEAM/WALLS COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 17-Mar-16 PARTIAL PARTIAL 3RD LIFT- COLUMNS/FILL BEAM/WALLS APPROVAL CELLS & TIE BEAMS J INSPECTION HISTORY Page 3 of 5 Report run on: 04/10/2019 Application #: 37877 Parcel # : 24-43-47-04-00-001-0131 Property 3833 SO OCEAN BLVD HIGHLAND BEACH Address: Project: Inspection Type Description Inspector Date Status Comments COLUMNS/TIE COLUMNS/TIE BEAM/WALLS MICHAEL DESORCY 19-May-16 PARTIAL PARTIAL @ NORTH ELEVATION- BEAM/WALLS APPROVAL COLUMNS/BEAMS AND SOUTH/SOUTHEAST/SOUTH WEST COLUMNS / FC'S/BEAMS ""'NEED ENGINEER LETTER FOR C-S COLUMN @ NORTH WALL SLAB SLAB KEN LOIHLE 11-Apr-16 NOT READY NOT READY SLAB SLAB MICHAEL DESORCY 12-Apr-16 PASSED NOT READY ROOF IN PROGRESS ROOF IN PROGRESS MICHAEL DESORCY 15-Jul-16 PASSED ROOF SLAB AND TIE BEAMS MECHANICAL ROUGH MECHANICAL ROUGH KEVIN SINGLEY 23-Feb-17 PASSED DUCT ROUGH 3RD FLOOR PARTIAL APPROVAL. NOTE ON PLANS SAYS DUCT CAN NOT TOUCH ATTIC INSULATION. THERE IS DUCT TOUCHING ATTIC INSULATION. PLEASE RE -ENGINEER AND SUBMIT THE RESPONSE TO THE BUILDING DEPT. BEFORE NEXT INSPECTION ELECTRIC ROUGH ELECTRIC ROUGH KENNETH M. BAUER 06-Mar-17 PARTIAL CHANGES NEED TO BE SUBMITTED. APPROVAL PARTIAL ROUGH ONLY THIRD FLOOR. PLUMBING TOP OUT ELECTRIC LOW VOLTAGE ROUGH FRAMING INSULATION MECHANICAL ROUGH PLUMBING TOP OUT ELECTRIC LOW VOLTAGE ROUGH FRAMING INSULATION MECHANICAL ROUGH KENNETH M. BAUER 16-Mar-17 KENNETH M. BAUER 29-Mar-17 KENNETH M. BAUER 29-Mar-17 KENNETH M. BAUER 06-Apr-17 JORGE VALIDO 19-Apr-17 ELECTRIC ROUGH ELECTRIC ROUGH KENNETH M. BAUER 21-Apr-17 PASSED PASSED Inspected 3rd floor only PASSED Inspected 3rd floor only PASSED Inspected fourth floor insulation only. PASSED 1 st and 2nd floors rough duct approved. Revision required for 1 st floor by final. Garage floor does not match plans. Revision required for garage floor before rough duct inspection can be performed.. PASSED Second floor rough INSPECTION HISTORY Page 4of5 Report run on: 04/10/2019 Application #: 37877 Parcel # : 24-43-47-04-00-001-0131 Property 3833 SO OCEAN BLVD HIGHLAND BEACH Address: Project: Inspection Type Description Inspector Date Status Comments ELECTRIC LOW VOLTAGE ELECTRIC LOW VOLTAGE ROUGH KENNETH M. BAUER 21-Apr-17 PASSED 2nd floor electric low voltage ROUGH FRAMING FRAMING KENNETH M. BAUER 21-Apr-17 PASSED Second floor framing only DRYWALL SCREW DRYWALL SCREW KENNETH M. BAUER 25-Apr-17 PARTIAL Approval for the drywall screws only for INSULATION ELECTRIC LOW VOLTAGE ROUGH ELECTRIC ROUGH FRAMING MECHANICAL ROUGH INSULATION DRYWALL SCREW PLUMBING ROUGH INSULATION ELECTRIC LOW VOLTAGE ROUGH ELECTRIC ROUGH FRAMING MECHANICAL ROUGH INSULATION DRYWALL SCREW PLUMBING ROUGH FOUNDATION /FOOTER FOUNDATION /FOOTER BUILDING BUILDING INSPECTION APPROVAL only the third floor. There are walls with plywood instead of drywall and the plans do not provide specification. The plywood is backer for a panelized system that is not in the plan set. Please provide drawings with specifications for the panelized wall system and schedule another inspection for the panelized system walls. KENNETH M. BAUER 25-Apr-17 PASSED 4/24/17: Second floor insulation inspected and passed. KEVIN SINGLEY 01-Jun-17 PASSED KEVIN SINGLEY 01-Jun-17 PASSED KEVIN SINGLEY 01-Jun-17 PASSED KEVIN SINGLEY 07-Jun-17 PASSED MECHANICAL ROUGH - GARAGE FLOOR KEVIN SINGLEY 07-Jun-17 PASSED FIRST FLOOR ONLY KEVIN SINGLEY 07-Jun-17 PASSED KENNETH M. BAUER 28-Aug-18 PASSED 1) Building Sewer exterior underground from cleanout to front property line. 2) Gas line exterior underground gas rough from proposed meter location to the house foundation (Northwest corner of the house) CAP GOVERNMENT 17-Oct-18 PASSED CAP GOVERNMENT SCHEDULED 11/2/2018: Front retaining walls rebar installation a per plans INSPECTION HISTORY Application M 37877 Parcel #: 24-43-47-04-00-001-0131;4-) Property 3833 SO OCEAN BLVD HIGHLAND BEACH Address: Project: Page 5 of 5 Report run on: 04/10/2019 11OWN OF � o �k O OOMPL%W� a towN OP ,9 ti f AA T %�o c °p 01%, N. compupo y� o" O� CompuANCf- �ntyi1dwQ7 V� 0/yWO m O� O� 40 NINOL J� APR 2 5 2019 I HIGHLAND BEACH DESIGN+DEVELOPMENT { BUILDING DERZTME`'T Highland Beach Building Department JL+114IY lylaaKC, VV1 L111L.111Junuair, 1J111VIC11 3616 S. Ocean Blvd. Highland Beach, FL 33487 RE: Permit number 37877 — 3833 S Ocean Blvd, Highland Beach ATTACHED PEASE FIND 1. Structural engineer of record, Site Inspection report, satisfactorily addressing masonry note on sheet SD -I 2. A copy of the final pile report by the GFA International (who was retained for both the original Geotechnical report and auger cast pile monitoring) As requested, this report specifically states the piles will provide the recommended compression and tension loadings (previously provided to building official Michael Desorcy) If I may, I'd like to reinstate the fact, that JAG Development has been a Florida licensed contractor in Highland Beach for over 25 years, as example with Mr. Sandelman's residence at 3905 S Ocean Blvd. More recently completing 4211— 4215 S Ocean Blvd (2009) and 4205 S Ocean Blvd (2016). These structures share the same engineering, inspections and contractors as 3833 S Ocean Blvd. and were built under the previous building official (Michael Desorcy) inspections. We have reached out to him and he has assured us that his inspections of all the components (hollow core, structural steel, etc.) are valid under his licensure and he stands by the inspections he has performed. In closing we trust the enclosed information satisfies your concerns, should you need any additional information we respectfully request that it be in writing. t1 1JIdt.WGILI (X. JtlS IQ 1La1GLLl JAG Design & Development LLC 1300 N Federal Hwy QnitP 1 nd Boca Raton, FL 33432 561 702 1130 / 561 702 1132 rCIE 0 ' NOV ? 2 2019 April 20', 2019 Jag Design Development Boca Raton, Florida RE: 134-99-1505 : 3833 S. Ocean, Highland Beach Site Inspection Dear Mr. Giachetti Thank you for contacting us regarding the special inspection requirements for the unit masonry at the above referenced project. Special inspections for masonry are required under the provisions of ACI 530 to provide for larger design allowable stresses. These special inspections are vital to quality control and to ensure that the masonry responds as designed. Base4 was not retained for special inspection services and has no record of said inspections. That said, we have record of approving, (at the request of Jag Design Development), 100% of the hollow masonry units to be filled with f c=3000 psi grout mix. This was requested to provide ownership with an extra level of comfort. By grouting 100% of the hollow masonry cells (in addition to the grouting of the specified steel reinforced masonry), the need for special inspection of the unit masonry no longer applies. All that would have been required would the verification that steel reinforced filled cells were installed per plan. r � In consideration of these facts, on Wednesday, April 241-, a representative from our office visited the site and inspected 24 random holes (6/floor) to insure that a fair representation of the walls could be statistically assumed to be filled appropriately. This inspection (done by me personally) resulted in verifying that 100% of the random holes were grouted solid. Therefore, it is our conclusion that 100% of the walls were grouted solid and that the special inspection requirements no longer exist. We, as SEOR, are 100% satisfied and certify to the best of our knowledge and belief that the masonry has been constructed to provide the strength required under our design assumptions. We hope that you find the information contained herein helpful and should you have any questions, or need additional information, do not hesitate to call. Respectfully su Base 4 Internal Adam J. Ginsburg E.8 'or, % State of Florida %a� ®%40s".1: ,'ass' Registered Professiori�,'S''eer#51199 https://d.docs.live.nettd55d96e67ea3OdOa/GEINC Cloud/Correspondence/2019/B4-99-1505 3833 S. Ocean Masonry Inspection 2019-04- 24.docx Iglobaljinnovative Iintegrated d visionary BASE 4 INTERNATIONAL INC. 9858 Glades Road, #237 8ota Raton, Florida 33434 Phww, •1.720.72USE4 I E'mak- WA*#b&w4x0m I Website-www.bne-4 car" P, Florida's Leading Engineering Source Environmental - Geotechnical - Construction Materials Testing - Threshold & Special Inspections - Private Provider Services & Code Compliance September 16, 2016 Mr. Jason Giachetti JAG Design & Development Highland Beach, FL 33487 Phone: (561) 702-1132 Subject: Auger -Cast Pile Certification (Final Robins Residence 3833 S. Ocean Blvd. Highland Beach, FL GFA Project No.: 15-1597.01 Re: 1. GFA International Geotechnical Report dated August 5, 2015. Dear Mr. Giachetti: Representatives of GFA International, Inc. (GFA) were requested to monitor the installation of auger -cast piles for the referenced structure located at 3833 South Ocean Boulevard in Highland Beach, Florida. Monitoring of the auger -cast pile installation was conducted by a representative of GFA who recorded the pile identification number, depth, time of pile installation, volume of actual grout vs. theoretical (based on pump calibration) and provided inspection and placement of reinforcing steel. Note that the grout pump was calibrated on site prior to installation of the first pile. Monitoring was performed in accordance with the general recommendations of Reference Document 1. The piles were monitored between September 2"d and 5th, 2015 during installation. Samples of the grout were taken during each day's production and were returned to the laboratory for compressive strength determination. Based upon our inspections and testing and to the best of our knowledge and belief, GFA concludes that the auger -cast pilings for this project have been installed in accordance with the requirements of Referenced Document 1 above, and_they will adequately provide ; ftheire'co'mmended.compression and_tension loadings;] OFFICES THROUGHOUT FLORIDA 1215 Wallace Drive - Delray Beach, Florida 33444 - (561) 347-0070 - (561) 395-5805 (fax) - www.teamgfa.com Robins Residence September 16, 2016 Auger -Cast Pile Certification Page 2 of 2 Closure The assessment was performed at the Client's request using the methods and procedures consistent with good commercial and customary practice designed to conform with acceptable industry standards. In expressing the opinions stated in this report, GFA has exercised the degree of skill and care ordinarily exercised by a reasonably prudent architect or engineer in the same community and in the same time frame given the same or similar facts and circumstances. The independent conclusions represent our professional judgment based on information and data available to us during the course of this assignment. GFA's evaluations, analyses and opinions are not representations regarding either the design integrity, structural soundness, or actual value of the property. The conclusions presented are based on the data provided, observations and conditions that existed on the date of the assessment. It has been our pleasure to assist you in this phase of your project. If you have any questions about this report or need any additional information, please call at your convenience Respectfully submitted, GFA International, Inc. - CA #4930 Estela G. Le6n Aguilar, E.I. Project Engineer Attachments: 1. Pile Numbering Plan 2. Records of Pile Installation. 3. Compressive Strength Test Results Carlos Mercado PE#71707 Sep 16 2016 10:38 AM Carlos A. Mercado, P.E. Senior Geotechnical Engineer State of Florida Registered Professional Engineer No. 71707 Is �.5 W - k 4 _ rr� � PILING LOCATION PLAN e� nm.• ue�ee � eRer �u®iuro i�rwvoe��u�p �'+�rrR�oeanw.io a�.ud CONCRETE PILE SCN_OULE THE ROBINS BESICGNCE i133.3 S, OCEAN BLVD. kffGHLAND DUCH. FL.ORMA A R C H I T E C T ArcM1rta.B U CELENSKI. INC. t�re-Oeai9n k Pimn'nq er. ~•N2 a-029 T �I. AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/2/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft' GROUT FACTOR TRUCK NUMBER REMARKS P2.33 25 12:19 PM 12:22 PM 41 38.17 1.43 1425 9 c . 6,500 PSI grout. Batched at 11:40am P2.36 25 12:28 PM 12:33 PM 55 51.21 1.92 1425 P2.32 25 12:36 PM 12:40 PM 49 45.62 1.71 1425 P2.29 25 12:42 PM 12:50 PM 56 52.14 1.95 1425 P2.27 25 12:52 PM 12:58 PM 55 51.21 1.92 1425 P2.25 25 1:00 PM 1:03 PM 51 47.48 1.78 15061 9c . Batched at 12:18 m P2.5 25 1:05 PM 1:08 PM 53 49.34 1.85 15061 P2.4 25 1:10 PM 1:15 PM 45 41.90 1.57 15061 P2.2 25 1:17 PM 1:20 PM 44 40.96 1.53 15061 P2.16 25 1:24 PM 1:28 PM 43 40.03 1.50 15061 P2.21 25 1:31 PM 1:36 PM 67 62.38 2.33 15061 Truck ran out of grout. Need to redrill. P2.21 25 3:29 PM 3:34 PM 43 40.03 1.50 1455 9c . Batched at 2:14 m. P2.34 25 3:39 PM 3:44 PM 52 48.41 1.81 1455 Need to redrill. P2.37 25 3:47 PM 3:51 PM 62 57.72 2.16 1455 Redrill-Pumpissues. P2.35 25 3:55 PM 3:59 PM 57 53.07 1.99 1455 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Sam Albaz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.51 35 10:08 AM 10:13 AM 62 57.72 1.54 1462 Batched at 9:31am. 9c 1 1 35 10:15 AM 10:20 AM 58 54.00 1 1.44 1462 Pool 2 35 10:24 AM 10:29 AM 52 48.41 1.29 1462 Pool 4 35 10:32 AM 10:37 AM 68 63.31 1.69 1462 Pool 3 35 11:00 AM 11:05 AM 57 53.07 1.42 1462/145 Pool. Batched at 10:26am. 9cy #1455 Truck. 9 35 11:12 AM 11:18 AM 56 52.14 1.39 1455 Pool 7 35 11:21 AM 11:26 AM 62 57.72 1.54 1455 Pool 10 35 11:27 AM 11:31 AM 61 56.79 1.52 1455 Pool 5 35 11:34 AM 11:38 AM 55 51.21 1 1.37 1455 Pool. End concrete. 8 35 11:55 AM 11:58 AM 56 52.14 1.39 1425 Pool. Start batched at 11:1lam 9c #1425 Truck. 6 35 12:01 PM 12:05 PM 57 53.07 1.42 1425 Pool 11 35 12:07 PM 12:11 PM 58 54.00 1.44 1425 Pool P1.1 35 12:19 PM 12:29 PM 149 138.72 3.71 1425/15067 Patio. Batched at 11:54am 9cy. Steel pile got stuck in the middle. P1.1 35 12:31 PM 12:36 PM 50 46.55 1.24 15067 Re -drill Patio P2.34 25 12:51 PM 12:56 PM 44 40.96 1.53 15067 P2.30 25 1:00 PM 1:03 PM 45 41.90 1.57 15067 P2.28 25 1:05 PM 1:09 PM 44 40.96 1.53 15067/15061 Batched at 12:46pm 9cy. P2.26 25 1:14 PM 1:16 PM 40 37.24 1.39 15061 P2.23 25 1:20 PM 1:23 PM 43 40.03 1.50 T15061 -MGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.1 25 1:25 PM 1:28 PM 44 40.96 1.53 15061 P2.18 25 1:32 PM 1:35 PM 41 38.17 1 1.43 15061 P2.19 25 1:38 PM 1:41 PM 37 34.45 1.29 15061 P2.3 25 1:45 PM 1:49 PM 40 37.24 1.39 15061/1462 Batched at 1:20 m P2.24 25 1:51 PM 1:53 PM 35 32.59 1.22 1462 P2.15 25 1:56 PM 1:59 PM 44 40.96 1.53 1462 P2.14 25 2:05 PM 2:09 PM 40 37.24 1.39 1462 P2.12 25 2:11 PM 2:15 PM 44 40.96 1 1.53 1462 P2.40 25 2:17 PM 2:21 PM 44 40.96 1.53 1462 P2.54 25 2:25 PM 2:29 PM 42 39.10 1.46 1462 Empty 2:31 m truck P2.9 25 2:41 PM 2:50 PM 65 60.52 2.26 15069 Batched at 2:18pm. Concrete stopped, empty hole possible ebsting drainage. P2.42 25 2:53 PM 2:58 PM 42 39.10 1.46 15069 P2.44 25 3:01 PM 3:04 PM 44 40.96 1.53 15069 P2.9 25 3:07 PM 3:09 PM 30 27.93 1.05 15069 Redrill-Pour stopped, still empty hole. P2.7 25 3:12 PM 3:15 PM 42 39.10 1.46 15069 Empty truck. P2.5 25 3:20 PM 3:22 PM 35 32.59 1.22 15069 P2.9 25 3:42 PM 3:45 PM 47 43.76 1.64 15069/1483 Batched at 3:04pm. 15069 empty truck. Redrill and successful pour. P2.50 25 3:48 PM 3:52 PM 44 40.96 1.53 1483 P2.48 25 3:57 PM 4:01 PM 42 39.10 1.46 1 1483 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/3/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: John U. GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS P2.39 25 4:04 PM 4:08 PM 45 41.90 1.57 1483 P2.41 25 4:11 PM 4:14 PM 42 39.10 1 1.46 1483 P2.60 25 4:18 PM 4:22 PM 48 44.69 1.67 1483 Truck empty. AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.23 25 10:33 AM 10:37 AM 41 38.17 1.43 15049 Batch time 9:51 am. 9cy 1.3 25 10:40 AM 10:43 AM 44 40.96 1 1.53 15049 1.2 25 10:45 AM 10:48 AM 42 39.10 1.46 15049 1.26 25 10:52 AM 10:56 AM 45 41.90 1.57 15049 1.15 25 11:00 AM 11:04 AM 44 40.96 1.53 15049 1.14 25 11:23 AM 11:26 AM 42 39.10 1.46 15049 1.10 25 11:28 AM 11:32 AM 40 37.24 1.39 15114 Batch time 10:58am. 9c 1.7 25 11:35 AM 11:38 AM 41 38.17 1.43 15114 2.53 35 11:43 AM 11:48 AM 67 62.38 1.67 15114 1.3 25 11:54 AM 11:58 AM 44 40.96 1.53 15114 24.45 25 12:02 PM 12:05 PM 43 40.03 1.50 15114 2.58 25 12:17 PM 12:20 PM 47 43.76 1.64 15114 1.6 25 12:23 PM 12:26 PM 44 40.96 1.53 15114/1449 Batch time11:56am. 9cy 2.1 25 12:32 PM 12:35 PM 41 38.17 1.43 1449 2.8 25 12:39 PM 12:42 PM 42 39.10 1.46 1449 2.43 25 12:44 PM 12:48 PM 50 46.55 1.74 1449 2.47 25 12:51 PM 12:55 PM 55 51.21 1.92 1449 2.47 25 1:01 PM 1:04 PM 38 35.38 1.32 1449 Re -drill bottom 5 feet. Hole collapse 1.22 25 1:09 PM 1:12 PM 44 40.96 1.53 1449/1561 Batch time 12:41 pm. 9c AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/4/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Timothy Large GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 2.38 25 1:15 PM 1:20 PM 45 41.90 1.57 1561 Batch time 12:41 pm. 9cy 1.28 1 25 1:25 PM 1:29 PM 49 45.62 1 1.71 1561 1.18 25 1:36 PM 1:39 PM 41 38.17 1.43 1561 1.25 25 2:04 PM 2:07 PM 43 40.03 1.50 1561 1.9 25 2:09 PM 2:13 PM 43 40.03 1.50 1561 1.29 25 2:16 PM 2:20 PM 44 40.96 1.53 1561/15069 Both trucks pouring at same time. 1.16 25 2:24 PM 2:28 PM 43 40.03 1.50 15069 Batch time 1:46 m 9cy 2.2 25 2:31 PM 2:35 PM 35 32.59 1.22 15069 2.22 25 2:45 PM 2:48 PM 48 44.69 1.67 15069 2.17 25 2:51 PM 2:54 PM 42 39.10 1.46 15069 2.13 25 3:01 PM 3:04 PM 47 43.76 1.64 15069 2.46 25 3:11 PM 3:14 PM 41 38.17 1.43 15069 AUGER CAST PILE LOG PROJECT NAME: Robins Residence Client: JAG Design & Development DATE: 9/5/2015 PILE DIAMETER (INCHES): 14 PUMP CALIBRATION: 0.931 Inspector: Mike Lenz GFA PROJECT NO.: 15-1597.01 PILE NUMBER PILE DEPTH, ft AUGER BEGIN AUGER END TOTAL STROKES VOLUME OF GROUT, ft3 GROUT FACTOR TRUCK NUMBER REMARKS 1.19 25 9:40 AM 9:44 AM 43 40.03 1.50 1559 9c . 6,500PS1 grout. Batched at 8:34am. 1.17 25 9:48 AM 9:51 AM 44 40.96 1.53 1559 1.1 25 9:54 AM 9:59 AM 57 53.07 1.99 1559 2.52 35 10:04 AM 10:09 AM 60 55.86 1.49 1559 2.49 25 10:15 AM 10:18 AM 5 4.66 0.17 1559 Auger clogged up. Need to reddll. 2.49 25 10:23 AM 10:28 AM 45 41.90 1.57 1559/15034 2.6 25 10:29 AM 10:33 AM 42 39.10 1.46 15034 9c . 6,500PS1 grout. Batched at 9:18am. 2.11 25 10:36 AM 10:40 AM 45 41.90 1.57 15034 2.47 25 10:43 AM 10:48 AM 44 40.96 1.53 15034 1.2 25 10:50 AM 10:55 AM 42 39.10 1.46 15034 1.4 25 10:58 AM 11:02 AM 44 40.96 1.53 15034 1.5 25 11:03 AM 11:08 AM 42 39.10 1.46 15034/1581 2.3 25 11:21 AM 11:25 AM 43 40.03 1.50 1581 Made a set 6 2"x2" cubes. 1.24 25 11:27 AM 11:31 AM 42 39.10 1.46 1581 9c . 6,500PS1 grout. Batched at 10:14am. 1.27 25 11:35 AM 11:39 AM 45 41.90 1.57 1581 1.21 25 11:43 AM 11:47 AM 41 38.17 1.43 1581 1.8 25 11:54 AM 11:58 AM 40 37.24 1.39 1581 2.61 25 11:59 AM 12:06 PM 45 41.90 1.57. 1482 9c . 6,500PS1 grout. Batched at 11:08am. 1.14 25 12:10 PM 12:14 PM 44 40.96 1.53 1482 1.12 25 12:17 PM 12:21 PM 44 40.96 1.53 1482 Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 p g Sample: 11343 Cube Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details.. .; Set #: 3 Technician: Albaz, Sam Batched: 11:40 EDT Specimen Size: 2"x27x7' Cast By: Albaz, Sam Sampled: 12:15 EDT Specimens In Set: 6 Date Cast: 09/02/15 Cast: 12:25 EDT Truck / Ticket #: 1425 / 35273 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" Piles number: P2.33, P2.36, P2.32, P2.29, P2.27, P2.25, Sample Location / Notes: Cure Box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd') Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 3-1 7 09/09/15 6/ 1 4.00 25,920 6,480 D2 N 3-2 7 09/09/15 6/ 1 4.00 25,180 6,300 D2 N 3-3 14 09/16/15 6/8 4.00 31,790 7,950 D2 N 3-4 14 09/16/15 6 / 1 4.00 31,100 1 7,780 D2 N 3-5 29 10/01/15 6 / 23 4.00 32,440 8,110 D4 N 3-6 29 10/01/15 1 6 / 23 4.00 32,960 8,240 D4 N Test Age Average Strengths (psi): 7 Day - 6390, 14 Day - 7860, 29 Day - 8180 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Grout Report Date: 9/16/2016 Cube Sample: 11397 Test Method: C 109 Client: Project: Jag Home Design 15-1597.01 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details. Set #: 1 Technician: Uy, Nathaniel Batched: 09:31 EDT Specimen Size: 2"x2"x2" Cast By: Uy, Nathaniel Sampled: 09:41 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 09:41 EDT Truck / Ticket #: 1462 1 35301 Sampled From: Chute Truck Empty: 11:05 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 94 (min) Location Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile #P2.51 Sample Location / Notes: Cure box Lab Test Res Testing Lab: GFA Delray Beach (FDOT 104026); 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 1-1 7 09/10/15 5/ 2 4.00 18,970 4,740 D2 N 1-2 7 09/10/15 5/ 2 4.00 20,190 5,050 D2 N 1-3 14 09/17/15 5/9 4.00 26,510 6,630 D4 N 1-4 14 1 09/17/15 1 5/9 4.00 26,370 1 6,590 D4 N 1-5 28 10/01/15 5123 4.02 28,950 7,200 D4 N 1-6 28 10/01/15 5123 4.00 28,050 7,010 D4 N Test Age Average Strengths (psi): 7 Day - 4900, 14 Day - 6610, 28 Day - 7110 d. Break Remarks ` . Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks; - Pile P2.51 S Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 Sample: 11415 Cube `'Fxronno"" Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. ' d Bl Ocean v. Fax: 561-395-5805 Highland Beach, FL Sample Details Set #: 2 Technician: Uy, Nathaniel Batched: 13:20 EDT Specimen Size: 2'xZ!xZ' Cast By: Uy, Nathaniel Sampled: 13:55 EDT Specimens In Set: 6 Date Cast: 09/03/15 Cast: 13:55 EDT Truck / Ticket #: 1462 / 35320 Sampled From: Chute Truck Empty: 14:25 EDT Contractor: BM marine construction Placement Method: Chute Placement Time: 65 (min) Location . Placement Location: Auger Cast Piles Location Details: 14" Diameter Auger Cast Pile P2.15 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 90 Grout Temp (F): 95 (ASTM C 1064) Load Volume: Lab Test Results . Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 2-1 7 09/10/15 5/ 2 4.00 26,420 6,610 D2 N 2-2 7 09/10/15 5/ 2 4.00 24,840 6,210 D2 N 2-3 14 09/17/15 5/9 4.00 27,510 6,880 D4 N 2-4 14 1 09/17/15 1 5/9 3.98 27,000 1 6,780 D4 I N 2-5 28 10/01/15 5 / 23 4.00 34,220 8,560 D4 N 2-6 28 10/01/15 5 / 23 4.02 32,600 8,110 D4 N Test Age Average Strengths (psi): 7 Day - 6410, 14 Day - 6830, 28 Day - 8330 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) General Remarks Pile P2.15 Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date: 9/16/2016 p � Sample: 11452 � Cube "`NNA9��P Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 4 Technician: Albaz, Sam Batched: 09:51 EDT Specimen Size: 2"x2'k2" Cast By: Albaz, Sam Sampled: 10:45 EDT Specimens In Set: 6 Date Cast: 09/04/15 Cast: 10:50 EDT Truck / Ticket #: 15049 / 35362 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: Pile numbers P1.23, P1.30, P1.20, P1.26, P1.15, P1.14 Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd3) Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (Ibs) Strength (psi) Break Remark Capping Method 4-1 7 09/11/15 413 4.02 22,630 5,630 D2 N 4-2 7 09/11/15 4/ 3 4.00 20,230 5,060 D2 N 4-3 14 09/18/15 4 / 10 4.00 27,850 6,960 D4 N 4-4 14 1 09/18/15 1 4 / 10 1 4.00 25,610 6,400 D4 N 4-5 28 10/02/15 4 / 24 4.02 29,450 7,330 D4 N 4-6 28 10/02/15 4 / 24 3.98 28,390 7,130 D4 N Test Age Average Strengths (psi): 7 Day - 5340, 14 Day - 6680, 28 Day - 7230 Break.Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Compressive Strength of Grout Report Date:9/16/2016 Compressive Sample: 11453 (RR-1) Cube RNnno`'P Test Method: C 109 Delray Beach Client: Project: FBPE CA # 4930 Jag Home Design 15-1597.01 1215 Wallace Drive 1118 Bel Air Dr. Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Highland Beach, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 5 Technician: Albaz, Sam Batched: 10:14 EDT Specimen Size: 2"x2"x2" Cast By: Albaz, Sam Sampled: 11:00 EDT Specimens In Set: 6 Date Cast: 09/05/15 Cast: 11:10 EDT Truck / Ticket #: 1581 / 156375 Sampled From: Chute Truck Empty: Contractor: Jag Home Design Placement Method: Pump Placement Time: Location Placement Location: Auger Cast Piles Location Details: 14" piles number: 1.5, 2.3, 1.24, 1.27 (cast by Mike Lenz) Sample Location / Notes: Cure box Batch Log Specifications Supplier: Titan Mix Design: GAPOOA30 Strength: 6500 (psi) Plant: 621 Batch Consistency: Flowable Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): Grout Temp (F): Load Volume: 9 (yd') Lab Test Results` Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 5-1 7 09/12/15 314 4.04 31,000 7,670 D2 N 5-2 7 09/12/15 3/ 4 4.00 30,550 7,640 D2 N 5-3 16 09/21/15 3 / 13 4.00 39,880 9,970 D4 N 5-4 16 09/21/15 3 / 13 1 4.02 39,100 1 9,730 D4 N 5-5 28 10/03/15 3 / 25 4.00 41,980 10,500 D4 N 5-6 28 10/03/15 3 / 25 4.02 42,420 10,550 D4 N Test Age Average Strengths (psi): 7 Day - 7660, 16 Day - 9850, 28 Day - 10520 Break Remarks Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. N: Not Applicable (N/A) Sample Taken in Accordance with ASTM C172. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 5W'W�- pea 7&4WWrsse4. Joe, Partial Treatment Notice Subdivision: rYa Treated Area: 150 sq ft Property addreSS: 3833 South Ocean Blvd Highland Beach Lot/ Block/Sec.: n/a Ordered By East Coast Contracting Treatment Date; 5/1 /201.9 owner: n/a Chemical: Imidacloprid (.05%) The above noted structure has received the .first of two or more required treatments for the prevention of subterranean termites. per Florida Building Code 1316. This form is for inspection or construction draw put -poses only. The perimeter of the above structure must be treated at final grade in accordance with pesticide label and Florida statute. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for certificate of occupancy or closing. Notice to builder. It is the responsibility of the builder to notify &t,04o6 should treatment be required for patios, driveways and entryways. ram& must be notified at final grade of structure so final treatment can be completed, warranty Issued, and required paperwork fear'X. closing submitted. ....... Q i ` R rn cad r t : C This is not proof of warranty.., /•.,,J ` ..,..'�> License #114708 da`'' For question's or Into. Call 561-333-BTU or 561.202-5625 / 138 Valencia Street Royal Palm BMW - 0 z ��r�'rraRttp"t"P~ IN-PLACK DENSITY AND ei°r1,TER CONTENTOF F SOIL AND $011, � ri._j"E,( ATF B V NNUCI.EAR ETHODS (SHALLOWDEPTH)- A.STM 6938 �. 97 Address ftepert ifl: alent:Date; Permit No, Area Teased; SollDescriptiom—_ Son Oescripttarri .. „ .. - ..-.,... .,.�...t.s...i.....�. .�� _ .-- Proctor/i.Qit#0*At ProctorILSO 10, Tec . kt ' Male: Fie h . Test Ct)ntpaCt*bf* RQUi14 Y!>tASYs'. Max IOenc(00)-, OP%.MOM (x}. r W' W Dens. (ice?: {1Pt, Mn4st. }4tj: Soil Oeacription; Proctorl1,801 ID: MAN Dens. (Pta): � _ Opt. Moist. (%I- Wate1 M Ptace shy Relative .__,. w Procior/tbrt It3 yam> ,, Test location �y � L&A; p,�. �,y�w �r� CMi` "mod l Yv 4r � " _ Probe ottnsity Moisture WetDensitr Content., Density water Compaction Remarfl Ue :� #n> Elevation. Count Grunt (pcF) p ) (PCFj content (% (1ti _ P�44J�iill ay + Testing Gauge fnfewmstfon : Martufsstorer. Modtl: S/W nertsity Standard (DS): "/ Moisture Stadard (MS): Remarks: te$end for firuation;, St * Sprivine Ft * Frith! tiff Respectfully Submitted: GFAtnternationa4Inc. F8f>E CA p 4930 SG z Subgrade SC - basitcourse TOP * T*E of PW Test ftoofi shall not be reproducer!, except in fu#, without ttw written approval of 0A International Inc. 8G * below Grade Self a bottom of footin j FG a FhAitted Grade 6"10 ldallys Rojas Maros, P.E, PitofessAvnat E Vtneer 9 $2863 Surat of rionds t:nvironme" • tiectecrtmw a C:onswucoon vAmicrim iOftn9 • z9vow a i rN►som rfvspmctxm ♦ r ran KCVW 6 6:Q X GQrn$MW1rR . FWW's Loaning EnGWAvft Sowu WINGERT'ER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE:305-944-3401 FACSIMILE:305-949-8698 SOILS LABORATORY TEST REPORT LIMEROCK BEARING RATIO TEST CLIENT- White Rock Quarries REPORT NO.: PROJECT: Mine #87-339 (Main) QC 2019 ORDER NO: CONTRACTOR: White Rock Quarries PERMIT NO.: LOCATION: 18300 NW 122nd Ave., Miami, FL P.O. NO.: 5 page 1, of 2 19-1016 Sampled By: Am'bal Balladares(Client) Date Sampled: 02-07-19 Date Tested: 02-22-19 Tested By: Michael Major TIN:B436600070 TIN: M26054180-000 Visual Soil Description: Limerock Base (B01) Sample Location: Stockpile Materials Sample #190601 MAC #1900410627 LIMEROCK BEARING RATIO(LBR) Lab No.: Test Specification Optimum Moisture (%) Maximum Dry Density (PCF L B R Value Atterberg Limits 19527 FM-5-515 8.5 130.0 185.00 Non -Plastic CARBONATE CONTENT Lab No.: Test Method: pCarbonate Content (%) Silica & Insoluble Content (%) 19527 FM-5-514 75.41 24.60 PARTICLE SIZE ANALYSIS Sieve Size: 3" 2 1/2" 2" 1 1/2" 1" 1 3/4" 1 1/2" 3/8" 1 #4 % Passing 1 100.00 1 1 56.10 Sieve Size: #10 1 #20 #40 1 #60 #80 1 #140 #200 0 WASHED DRY % Passing Remarks: -- `4Q J. l Using the Unified Soil Classification System, the following terminology and definifl ` tt e fl e percentages of A) GRAVEL B) SAND C) SILT or CLAY �, Oe:` v��5� ly submitted, 1) COARSE SAND: Passing No. 4 sieve minus that passing the No.10. 4 : NQ 4484WTI GESMR LABORATORIES INC. 2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40. 1 3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. C) SILT OR CLAY. % of soil passing the No. 200 sieve. -0 i '33 `. ` STATE Q �0....,c �lFlood, Jr., .E. OR t Oa '1 icense No. 44847 The original of this report was signed and sealed by the above Registered ProfessiorPatir��ri¢aiWith Rule 61G15=18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted asr0Qe' ,{�C��rrty of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pendin our written approval. WINGERTER LABORATORIES, INC. Engineering Testing Inspection Services 1820 NE 144th Street, North Miami, FL 33181 TELEPHONE:305-944-3401 FACSB11LE:305-949-8698 SOILS LABORATORY TEST REPORT LIlgEROCK BEARING RATIO TEST CLIENT: White Rock Quarries REPORT NO.: 5 page 2 of 2 PROJECT: Mine #87-339 (Main) QC 2019 ORDER NO: 19-1016 CONTRACTOR: White Rock Quarries PERAM NO.: LOCATION: 18300 NW 122nd Ave., Miami, FL P.O. NO.: 19 z 0 163.333333 H w z w a ., R 9 136.666666 a as .a 131 11 130 U 129 F u? z w A 128 Ix A 127 126 6.5 LBR VALUE 6.5 7.5 8.5 9.5 10.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH 7.5 8.5 9.5 10.5 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) The original of this report was signed and sealed by the above Registered Professional Engineer in accordance with Rule 81 G15-18.011 of the Florida Administration Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 N.E. 144 Street, North Miami, FL 33181 Telephone (305) 944-3401 Fax (305) 949-8698 REPORT OF AGGREGATE TESTING CLIENT: White Rock Quarries, Inc. REPORT NO: 1 PROJECT: Mine*: 87-339 (Main) QC 2019 ORDER NO: 19-1016 LOCATION: 11 gerter Laboratories Inc., North Miami, Fl PAGE NO.: 1 of 1 Sample Description: FDOT Monthly QC LA Abrasion - AASHTO T096/FM1-T096 Date Sampled: 2/8/2019 Date Tested: 2/18/2019 Sampled By: Anibal Balladares Tested By: Michael Major TIN #: B43600070 TIN#: M26054180 No: FDOT Code Process Sample # MAC# % Loss Grade 1 C10 1 190602.1900410668 32% B 2 C42 1 190603 1900410671 32% B 3 C10 2 190604 1900410673 31% B 4 C53 1 190605 1900410674 30% C 5 C51 1 190606 1900410676 30% C 6 C17 1 190607 1900410678 30% C 7 C54 1 190608 1900410686 27% D 8 C08 1 190609 1900410687 37% G 9 C06 2 190610 1900410690 36% G 9 L.A. Abrasion Test C10/C42 Double Coded 2 Results - i Test ,0%tilll1//'rej •`��40•'�.�G E N No 44847 STATE Q. fully Submitted, TER LABORATORIES, INC. YA41 q . ` - aLJ lood Jr., I.E. No. 44847 The original of this report was signed and sealed by the above Registered Professional Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients and authorization for publication os statements, conclusions or extracts from or regarding our reports is reserved pending our written approval MAY 2 4 Town o, IaQhland .Beach BUI IGH�ND BE 419 ✓ IDING D ACH Building Department • 3616 South Ocean Blvd., Highland Beach; Florida 3 448 EPARrMENr Website..www.highiandbeach.us *Phone:.561-278-4540 .Fax.561.278-2606 REVISION REQUEST (561.) 278-4540 Fax (561) 278-2606 Permit #: 37877 Date Submitted: -May 24, 2019 Complete address where work is being done: 3833 South Ocean Blvd, Highland Beach, FL 33487 Company Name: JAG Design & Development phone: 561 702 1132 Contact Person: Jason Giachetti Fax: Cell: 561 7024132 Additional Construction Cost: $ N/A Explanation of Revisions: Revis .d Electrical As -built drawings for pages El, E5, & E6 E1 Plan reflects outlet, switching, LV keypad locations, and lighting control panels E5 shows the as -built panel schedules E6 shows the as -built riser diagram NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please j "cloud" revisions to plans and indicate revision date in appropriate place on plans. The plan reviewers may also need t_he jobsi`te plans. Additional 'Permit Fees may be assessed depending on the scope of revision. Submitted By: ._�Scn^ . ��ia�l�Zfir Date Submitted: Route to the Following Departments: o 8uildin ectr' o Mechanical o Plumbing Plan Office Use Only Additional Fees: Pages.@ $50.00[page = Fee for additional Construction Value - Date, Total Du Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2019-690 Highland Beach, FI 33487 ." 561-278-4540 Payer/Payee: ROBINS, ANDREW Cashier: Carol Holland Date: 06/20/2019 3833 S. OCEAN BLVD. HIGHLAND BEACH FL 33487 Fee Description ` Fee Amount Amount Paid Fee Balance Revision To Plans (Per Page) $580.00 $150.00 $0.00 $580.00 $150.00 $0.00 CHECK 1887 $150.00 Total Paid: $150.00 Printed 06/20/2019 12:40:00 by Carol Page 1 of 3 Building Department 3614 South Ocean Blvd. Receipt Number: RCPT2019-690 Highland Beach, FI 33487 • 561-278-4540 Previous Related Payments RCPT2015- 06/08/2015 Planning Board Fee $200.00 37877 1013 RCPT2015- 09/17/2015 Water Connection Fee $3,000.00 37877 1617 RCPT2015- 09/17/2015 Florida Department of Commerce Surcharge Fee $490.50 37877 1617 RCPT2015- 09/17/2015 Sewer Connection Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Permit Fee $32,700.00 37877 1617 RCPT2015- 09/17/2015 Open Space & Recreation Fee $1,000.00 37877 1617 RCPT2015- 09/17/2015 Building Code Administration & Inspection Surcharge $490.50 37877 1617 Fee RCPT2017- 03/28/2017 Additional Building Permit Fee For Added Value $540.00 37877 271 RCPT2017- 03/28/2017 Florida Department of Commerce Surcharge Fee $8.10 37877 271 RCPT2017- 03/28/2017 Building Code Administration & Inspection Surcharge $8.10 37877 271 Fee RCPT2017- 05/31/2017 Revision To Plans (Per Page) $80.00 37877 548 RCPT2018- 08/24/2018 Florida Department of Commerce Surcharge Fee $2.00 37877 1027 RCPT2018- 08/24/2018 Building Code Administration & Inspection Surcharge $2.00 37877 1027 Fee RCPT2018- 08/24/2018 Reinstate Expired Permit Fee $50.00 37877 1027 RCPT2019- 04/25/2019 Additional Building Permit Fee For Added Value $100.00 37877 432 .RCPT2019- 04/25/2019 Florida Department of Commerce Surcharge Fee $15.00 37877 432 RCPT2019- 04/25/2019 Building Code Administration & Inspection Surcharge $15.00 37877 432 Fee RCPT2019- 04/25/2019 Building Code Administration & Inspection Surcharge $2.00 37877 432 Fee RCPT2019- 04/25/2019, Additional Building Permit Fee For Added Value $1,000.00 37877 432 RCPT2019- 04/25/2019 Revision To Plans (Per Page) $350.00 37877 432 RCPT2019- 04/25/2019 Florida Department of Commerce Surcharge Fee $2.00 37877 432 RCPT2019- 05/08/2019 Penalty - Reinspection Fee 1 $50.00 37877 498 Total: $41,105.20 Printed 06/20/2019 12:40:00 by Carol Page 2 of 3 O� N1GHL4 � a 1949 FCORIUp` Building Department 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 Receipt Number: RCPT2019-690 Printed 06/20/2019 12:40:00 by Carol Page 3 of 3 MAR 2 5 12019 HIGHLAND B'E'ACH Town. of fth laIId each. i BUILDIN"Ci Buddih.g. Oppartment to 361 6Out � Z'5 h Ocean 0d,,Hi Highland Beach, Flpri&733497 . Website;,.w,t,viv.hiolil6ndbeach.us -0P176n6.', 6-1 7279-454O Fd'� 561 m-2 78��2666.�. 5. R EVI$10 I N R.E.GVEIST (5,61).?18-4540 Fax (561)218-16,016 p mit # 37.8.7.7 Complete. address s I e ki where '; eing d h -wor ... s.b, one,. 3833 South Ocean Blvd, Highland Beach, FL 33487 Qa,ie.iSubrh.itted--,;. March 25. 2019 -Additionzil CohStrUttidn.t6st: $:0k Explanation of Revisions: 7- -77- 77 i t )ud" revisionst d ind . ica e revision date in ropriae.p.pcep zpp --t -1 ,n olahs-.'The..plan - reviewers may also need thejobs�te plans: Jason Giach6fti 3/25/19 SubMitted By: . 7-7:.�� . 1, - -�— Dae.S.U.b'th.Ktod. Off ice e Only Route to - rdlowirig _ i0ppb' ents! _Lrt.ml Addiltio 11al r6es-.r Pages @ $$0-00/pI6ge Fe I e , for ' a r d,d. it i o h 6 Jr. Date: 4" G� E C E �1��,%�L� Town of Highland Beach. MAR 2 5 2019 HIGHLAND BEACH BUILDING DEF'APTNENT Building Department • 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.high londbeoch_us a Phone: 561-278-4540 Fox: 561-2.7'8-2606 REVISION REQUEST (561) 278-4540 Fax (561) .278-2606 Permit #: 37877 Complete address where work is being done: 3833 South Ocean Blvd, Highland Beach, FL 33487 Date Submitted: March 25, 2019 Company Name: JAG Design & Development Phone:561 702-1132 _ . Jason Giachetti Fax: N/A Contact Person: Cell: 561 7021132 Additional Construction Cost: $ 50,000.00 Explanation of Revisions:. Al -Interior, layo, it changed- Car display area -us now a game room Intedorwallsand doors were adjusted accordingly. 131.135: Revised to show new bar sink in game room and new. utility sink at tool bench area. M1: AHU-9 Revised to show New location of supply air and return air in game room_. AHU-2 return air vent in 6 car garage was moved from in -ceiling to in -wall as a 36"x8" E1,E5,E6: Revised to show panes relocated to laundry room from north wall in garage, receptacles at bar area, and raillno 110hts added NOTE: To avoid delays, the revision needs to be clear .on the (2) drawings submitted. Please "cloud" revisions to plans and ;indicate revision date in appropriate place on plans. The plan reviewers may also need the jobsite plans. Additional Permit Fees may be assessed depending on the scope of revision. Jason Giachetti 3/25/19 Submitted By: Date Submitted: Office Use Only Route to the Following Departments: Additional Fees`. _,-i'l6uilding electrical Pages @ $50.00/page r Mechanical Plumbing Fee for additional Gonstructiol ue: o Fire now Plan Reviewer: _ Date:. ` f �' T(ale: � Revised 10/2018/ Nlt 1N Town opfffighland Beach Building Department o3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highlandbeach.us o Phone: 561-2787454.0 o Fax: 561=278-2606 PERMIT NUMBER 37877 Today 3/26/2019 Job Address: 3833 S OceanBlvd Job Type. Single Family Residence Owner: Contractor: JAG Design & Development Contractor Phone: 5617702-1132 Your submission for the Revision Request dated.March 25, 2019 has been reviewed with no comments and is ready for pick up. Please integrate the revised drawings into the plans required to be on site and mark the outdated pages "SUPERSEDED" in red marker. , While performing the review, however, the following items were discovered and need to be addressed before temp release of power or a final electrical inspection can be performed: ELECTRICAL: 1) NEC 702.4(A) requires the generator to be of sufficient size to supply the load connected to the AT The generator is undersized for the load connected and has no load management details as required under 702.4(B). Please provide plans and details showing compliance. 2) Page E6 near the generator references NEC 702.5(A) which does not exist. I Please clarify, 3) Please confirm the necessity of the ground rod at the generator, purpose and what is is suppose to be connected.to at the generator. If this generator is not a separately derived system (neutral switched at the ATS) there will be no neutral to frame bond at the generator and serves no. purpose. NEC 250.30 does not apply to non -separately derived systems. Please revise drawings .accordingly and resubmit. All changes must beclouded on the drawings* and resubmitted as a new set. Jeff Remas *** For questions please contact: jremas@capfla.com WNG 03/26/19 Town of Highlandeach Building Department ®3616South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highlandbeach.us ®.Phone:561-278-4540 ®Fox:561=278-2606 PERMIT NUMBER 37877 Today 3/26/2019 Job Address: 3833 S Ocean Blvd Job Type: Single Family Residence Owner: Contractor: JAG Design & Development Contractor Phone: 561-702-1132 Your submission for the Revision Request dated March 25, 2019 has been reviewed with no comments and is ready for pick up. Please integrate the revised drawings into the. plans required to be on site and mark the outdated pages "SUPERSEDED" in red marker. While performing the review, however, the following items were discovered and need to be addressed before temp release of power or a final electrical inspection can be performed: ELECTRICAL: 1) NEC 702.4(A) requires the generator to be of sufficient size to supply the load connected to the . ATS. The generator is undersized for the load connected and has no load management details as required under 702.4(B). Please provide plans and details showing compliance. 2) Page E6 near the generator references NEC 702.5(A) which does not exist. Please clarify. 3) Please confirm the necessity of the ground rod at the generator, purpose and what is is suppose to be connected to at the generator. If this generator is not a separately derived system (neutral switched at the ATS) there will be no neutral to frame bond at the generator and serves no purpose. NEC 250.30 does not apply to non -separately derived systems. Please revise drawings accordingly and resubmit. *All changes )must beclouded on the drawings* and resubmitted as a new set. Jeff Remas *'k* For questions please contact: jremas@capfla.com WNG 03/26/19 INSPECTION FORM 3 -4 S :7-- ro- Town of Highland Beach 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 p2�v� Lw - p Z . Ll (2i) Fj 0 c uA0 0-1 7v 1. `� �b� 1 ��i / '�s•-� GTICUno ?C(3 A`T- �fnrc��►�G�'1 a LO�/v-r 'a'J(d bennec7z-rn po'vi ;S NCB A- SO/JnTcII PftZr(c syS -", G AL � G >✓ FnA..1 £ A C C"1pn �� S N � Jh � �� • C e , `1�hc17f w, I/ �f No Tt2Avk f_ A71 T-h- e 611V4W fo' U!U l r s s i")(-- '7-S � is o S w,�ck` � j�, •e �� ''°-I �h� �, l��J i� � x' 5�� fl _ B� Pp() f� (a / q �� Town of Highland Beach Building Department ® 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highlandbeach.us &.Phone* 561-278-4540 ®Fax: 561-278-2606 PERMIT NUMBER 37877 Today 3/26/2019 Job Address: 3833 S Ocean Blvd Job Type: Single Family Residence _ Owner: Contractor: JAG Design & Development Contractor Phone: 561-702-1132 Your submission for the Revision Request dated March 25, 2019 has been reviewed with no comments and is ready for pick up. Please integrate the revised drawings into the plans required to be on site and mark the outdated pages "SUPERSEDED" in red marker. While performing the review, however, the following items were discovered and need to be addressed before temp release of power of a final electrical inspection can be performed: ELECTRICAL: 1) NEC 702.4(A) requires the generator to be of sufficient size to supply the load connected to the . ATS. The generator is undersized for the load connected and has no load management details as required under 702.4(B). Please provide plans and details showing compliance. 2) Page E6 near the generator references NEC 702.5(A) which does not exist. Please clarify. 3) Please confirm the necessity of the ground rod at the generator, purpose and what is is suppose to be connected to at the generator. If this generator is not a separately derived system (neutral switched at the ATS) there will be no neutral to frame bond at the generator and serves no purpose. NEC 250.30 does not apply to non -separately derived systems. Please revise drawings accordingly and resubmit. *All changes must be clouded on the drawings* and resubmitted as a new set. Jeff Remas *** For questions please contact: jremas@capfla.com WNG 03/26/19 Town of Highland Beach Building Department • 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.highlondbeach.us • Phone: 561-278-4540 • Fax: 561-278-2606 PERMIT NUMBER: 37877 DATE: 5/28/2019 Job Address: 3833 S Ocean Blvd Job Description: New Single Family Home (Electrical. Revisions) Property Owner: Click here to enter text. Contractor: Giachetti. Contractor Phone: 561-702-1132 Email: not on revision request) �J 2u I j W FOO PI "1Al Plan review cannot be completed at this time. The following comments will need to be addressed and submitted before we can proceed with review and approval of this permit: ELECTRIC: 1) Pg E6: Electrical Riser Notes #1 should refer to the 2014 NEC and the 2017 FBC. 2) Pg E6: Electrical Riser Notes (Generator Note #2) NEC 702.8 does not exist, please revise. 3) Pg E& Wire Legend #6 assigned to FPL service conductors to meter base. Undersized. 4) Pg E6: 22,000 AIC rating specified with no methodology. Please show calculation. NEC 110.9. 5) Pg E& Lack of conduit and wire size between Service Meter and Disconnect and ATS. 6) Pg E& Grounding terminal not spec'd out. Please show compliance with 250.64(C). 7) Pg E& Show sizes of all bonds and GECs per NEC 250. *All changes must be clouded on the drawings* and resubmitted as a new set. Jeff Remas *** For questions please contact: jremas@capfla.com /ASAP WNG 05/28/19 1 0 FPL June 7, 2019 Jason Giachetti Jag Design/Development Florida Power & Light Company Re: Available Fault Current for Aerial Transformer @ 3833 S Ocean Blvd Dear Jason: FQ- JUN 14 2019 HIGHLAND BEACH BUILDING DEPARTMENT The maximum available fault current at the transformer secondary terminals is estimated to be 38,620 symmetrical amperes at 120/240 volts. This calculated symmetrical fault current does not include consideration for any motor contribution or fault current asymmetry. This number is not intended for use as the basis for motor starting calculations. The FPL equipment currently serving or planned to serve your facility may change over time as a result of any number of factors, including but not limited to transformer replacements due to load growth, electrical grid changes or emergencies. As a result, although we are providing you with this information for the sole purpose of assisting you in the completion of your study, you and your client should not design, install or operate your system in reliance upon any expectation that the specific size and type of equipment currently in place will remain so. If and when the size and type of the equipment changes, our employees are not always in a position to immediately notify customers. Please contact me at (561) 479-4505 if I may be of additional service. Sincerely, esse Fontus Associate Engineer An FPL Group Company 777 June 13, 2019 PERMIT NUMBER: 37877 5230 S. umersity or e Suite +01 o Davie, FL 33329 "re�ephtlne; 954.6B0.3166 o Fek 954.680.9266 pmeeng;neering>acorncast. net PROJECT ADDRESS: 3833 South Ocean Boulevard ELECTRICAL -Jeff Remas I : - 1.NNf8Vd30 imaiin9 H:)V39 dMf IH9IH 61OZ t t NAF PME: ALL REVISIONS COMPLETED ON NEW SHEET E6 PROVIDED, WITH REVISION DELTA #5, AND NUMBERED IN REFERENCE TO THE COMMENTS. 1.) PAGE E& ELECTRICAL RISER NOTES #1 SHOULD REFER TO THE 2014 NEC, AND THE 2017 FBC. PME: Electrical Riser Note #1 Updated to reflect latest codes in effect. 2.) PAGE E& ELECTRICAL RISER NOTES (GENERATOR NOTE#2) NEC 702.8 DOES NOT EXIST, PLEASE REVISE. PME: Generator Note #2 typo has been corrected to read "702.7a" 3.) PAGE E& WIRE LEGEND#6 ASSIGNED TO FPL SERVICE CONDUCTORS TO METER BASE, UNDERSIZED. PME: Wire size revised on "WIRE LEGEND", Keynote #7. 4.) PAGE E6: 22,000 AIC RATING SPECIFIED WITH NO METHODOLOGY. PLEASE SHOW CALCULATION. NEC110.9. PME: AIC Calculation added, FPL letter provided. 5.) PAGE E6: LACK OF CONDUIT AND WIRE SIZE BETWEEN SERVICE METER AND DISCONNECT AND ATS. PME: Wire sizes added on "WIRE LEGEND", Keynote #8. 6.) PAGE E6: GROUNDING TERMINAL NOT SPEC'D OUT. PLEASE SHOW COMPLIANCE WITH 250.64(C). PME: Terminal Size added to Electrical Riser for clarification. 7.) PAGE E& SHOW SIZES OF ALL BONDS AND GECs PER NEC 250. PME: Sizes added to the Electrical Riser, as requested. *All changes must be clouded on the drawings* and resubmitted as a new set. Lif (.1 E__� Lj lZ RUC . a _ 1 lvw awIo"r 'Ad&, t,..1 �" f rY,+.' ,i ry ,: ��'a•i ,•�� w.fJ - l.a `xr .`4i�.:.+61 Cr.::/ % wS + T ..'r n .uy.. '�sSJ " -rj,� •i Y,. ��.. .y"J' .a �s -,.,a J. .,� '�'�'{ ' r "'t.'�. °.: .�{7_ a. �A'•A a. r, +s �' �y -' .•�r'�ry . ,.lY' C.: �� r .. „ i l.} ' {'i i u � 3 -'.):i .:r r .Y I-:'. .. :f"' .•t',7 ♦ ia. ♦ i {,"� .'7.x� F ��'%� e •a��Y �.��°"'�i ..i` f � .i 4r i - � r and.. — ..� .FF+�� IX a 'k $N: i:. -. al •"a ♦\ .'�id a��.itN.t F�.lu. a}T4f ., ..y-ak2 0 FPL June 7, 2019 Jason Giachetti Jag Design/Development Florida Power & Light Company Re: Available Fault Current for Aerial Transformer @ 3833 S Dear Jason: G�C�C IEMEDD JUN 14 2019 HIGHLAND BEACH IWING DEPARTMENT The maximum available fault current at the transformer secondary terminals is estimated to be 38,620 symmetrical amperes at 120/240 volts. This calculated symmetrical fault current does not include consideration for any motor contribution or fault current asymmetry. This number is not intended for use as the basis for motor starting calculations. The FPL equipment currently serving or planned to serve your facility may change over time as a result of any number of factors, including but not limited to transformer replacements due to load growth, electrical grid changes or emergencies. As a result, although we are providing you with this information for the sole purpose of assisting you in the completion of your study, you and your client should not design, install or operate your system in reliance upon any expectation that the specific size and type of equipment currently in place will remain so. If and when the size and type of the equipment changes, our employees are not always in a position to immediately notify customers. Please contact me at (561) 479-4505 if I may be of additional service. Sincerely, _.__.._....._..._ esse Fontus Associate Engineer An FPL Group Company TOWN OF HIGHLAND BEACH BUILDING DEPARTMENT 3614 Sguth Qq n Qlyd Highland Beach, Florida 33487 561 278-4540 PERMIT EARLY POWER PJMM SE REOIUEST hcation is made b �L / jC 'T1 as nm uair er/ roe o er or�electricai APP ...:.. Y a. 99,, p P rtY qualifier for early release of electrical power at address: i3 "3 `� S , DCeavt �✓ Ud 911, t d(� for the purpose oftesting building systems, including air conditioning, lighting, refrigeration, power and control circuits with the following stipulations: 1. No circuits will be left energized after all personnel have left the job without prior permission of the Building Division. 2. All panels and disconnects not in use will be locked in the "OFF" position or fuses will be removed. 3. Nothing will' be energized without the permission of the electrical -inspector. 4. The electrical equipment room will remain locked at all times with the key in the possession of the electrical contractor. 5. Final inspections for all trade permits/sub-permits must be scheduled and passed within 30 days. 6. OCCUPANCY OIL THE B UHMING PRIOR TO C.O. IS PROHIBITED. 7. No furniture, racks, furnishings, or other personal or corporate property is permitted on site by this agreement. S. No-stocldiig of mate!ial g, other than x.hose required .for construction; i.s permitted by -this •agreement. 9. No on -site occupancy, use, or training of personnel employed by the occupant; tenant, business entity or owner is permitted by this agreement. 10. All structures (permanent and temporary) energized by this service must receive permit and required inspections. Energizing unpermitted structures may result in disconnection of the service. Deviations from or violations of this agreement may result in immediate termination of the electrical power without further notice to owner, contractor or other affected parties. This form requires all of the signatures below prior to power being released. The undersigned parties acknowledge and agree to abide by the stipulations listed above. The undersigned parties agree to hold the Town of Highland Beach, its agents, employees, and elected officials harmless at all times from and against any and all damages that may arise as a result of the early release of power to the property referenced above. The undersigned parties hereby request power to be release r this roject. This rm does not guarantee power, which is at t e discretion and control of the applicable utility company. / Signature - El er f S4 7!°( qi jg Signature — Q er P Owner A AL Printed Name —Electrical Qualifie Phone Printed Name — Primary Qualifier / Property Owner Phone Cl 13c�O2-S1o�j 5� Electrical Qualifier License #'s Primary Qualifier License #'s Electrical Company Name Phone Primary Contractor Company blame Phone STATE OF FLO COUNTY OF r'yl to (or affirmed) and subscribed before me this 20b^ .) 05 affumation) STATE OF FLOR1 1 jE CA COUNTY OF °� day of S rn to (or, ed) and subscribed before me this �j day of 20 by Al 6 i., Le41 on making affirmation) Signature of No Publi �nrw un� rw i vrvv gny 4Q a Signature of Notary Public 24 r tI Gf31 7 Commission I GO 107665 (Print, T e, or Stamp C c d` A I C) (Print, T e; or Stamp Commis a of Wk** �d+' Boo lieu eiPb�gSa e OF�aR° @aad nobeed � Personally known ORLyroduced as Identification ersonally known ORDProduced as Identification Approved by: 0-1-ricM Inspector_ _Mte HEC09FVELE ___L� .. Nov 9 ) Pest R61ated Servicei , Lo M Avantage is a .1 mite control. contact our office atthe .ni noted below. In 1he case o', taro :termite wAr.rdntY 'p:rot:1 and additional co.n9teLlictio termites. This contract di and excludes fumosag 1 ruct"'o I nTermTttCjre, LAND BEACH &3GDEPAR7M Final Trea* tment Certification ice company offering, pest control, lawn &. ornamental spraying and fertilization, and ter- re information, formation, please call (860)698-7998. Specific terms & coadiflom reaardingAbis gk of., th is Ua Should holder have any questions with reference to this contract, please esti I -nber or address noted below. This contract is transferable and is for the primary structure aniulti-unit structure, all uni. t holders must renew warranty in order for structure to main- -It . ion It d . 6.es.:not in&llude, unless specified in writing, fences, detached structures, decks provided ovided after the date contract is issued. Reference to termites applies. to :subterranean is not provide.for protection of any other wood destroyi ng organism, insect or pest, This contract.and work dtlrepresents is specifically and solely for topical: soil .preparation,_(top inch) of soil and application of termiticid Advantage is not a licensed building contractor/eng . iTieering and d implies no knowledge or expertise. in, . eithersubj . f ct. Advantage does, not provide any service other than those outlined, herein. "Company agrees to warra treatment. If termite infest remedial treatm 6nt(s), spot. termite darnage be noted th damage,caused: by termite Warranty/c,ontract,for a.rna conditions,,noted, on the ba The treatm'ent'providedare construction termite treatTr (patio, entry way, abutting readiness by builder. The c Repair andRetreatment Warranty the structure for an i the date of the initial nitiat.period of twelve (12). months from occurs, at any time during this period the company will inspect property and Provide ill, with a liquid termiticide as required to eliminate or control termites. Should structural W1 h'inspection, companyb *11 repair or a su contractot(s.) chosen or approved by company, no cost to. property owner, . Vor annual fee I specified Ifted below, owner(s) may extend this urnperiod,of four (4),additional..years, as specified in paragraph two (2) of terms and if this page. R id ntial,Tr esile, TreventatiVe purposes and were requested by the contractor or builder noted below. Pre- :s are applied as defined by approved pesticide labels:Supplemental treatment(s) indation, etc,) were provided subsequent to the initial I treatment date, as notified of Of thistreatment hasbeen billed to the builder or sub -contractor of the builder. A inal Tkeatment: 11/13/2019 Degigli Development Builde JAC. Initial Treatment 16/17/2016. Stibdivislon! Property Treatment'Cost.. Treatment Area* Product(q.o Bifi Lot: reap Blvd. 4 Beach, FL. This Conti-actliot valid *it , hout6.o . . — k The Building has cO POP4r '5' '11 Y seal and c issuance date. recdved a co' til t gAiM l , Lrthe of sub cc terraneanTennitos. eatment is 1 :rul a d laws estab- lished by the Flori 'Pron ict,617 tI atmentsa these:t &1m sa a p edas I 'tion1equireni Agri1l?92nd C Mer Services. in_ in _ code code nancial institit- tints 4 sq ft ORIO rin Authorised ASe Co J. License No. Adviu#4'ge, 16C. 0 2800 N.W. 22nd Terrace* Pompano Beach, .FL 330691-800-698-7998 wwwsadvantagepest.com. "M �E r��C�'%D Pest Related Services NOV 2 2 2019 BEW- Pre-Construction Termite Treatf nCH o DEPARTMENT 1-800-698-7998 License #4439 Property Information Builder / Contractor Information Treatment Date jqllf'i Time: TA 17. Name of Builder Lot Block Shell Contractor Subdivision Name Construction Type . �``d ;:�,� � • Gil �a.,� � ! �,� Street Address (if known) Monolithic Floating / Stemwall Patio Entry Driveway Cit—y ' State Zip Owner Name (if known) Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab --Supplemental Wood Treatment Final Product applied: Bifenthrin I,,./— Bora-Care Other Concentration: % Mixed Product Applied: Gallons Square feet treated: Linear feet treated: f A Qfbox is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established y the Florida Department of Agriculture and Consumer Services. Applicator's Name (Please Print) Advantage is a Full Service pest control company offering inside pest control, termite control, and lawn & ornamental insect protection and fertilization programs. We offer discounts to our Termite renewal customers! Call 1-800-698-7998 for more information. 2800 NW 22°d Terrace, Pompano Beach, FL 33069 (954) 968-7717 fax(954) 968-2922 www.advantagepest.com snnr<v,; =rr.,n �IeRs CS�aT:$lib'!'"?rhttHl[� ,c, v;ra 1J1'eL;109-BJ2' i'!C9S. ;no 3ro;on t1a :i,.», e+�w.❑mn.o�m =- SOLTYS PLUMBING, LLC; A*°db CrC 1425638 Commerciai ® Pesidentici e N.�. ,j2 Avenida del Soi (561) 265-3411 Boca Raton, FL 33432 Fax: (561) 265-3455 NOV 29 2 2019 HIGHLAND SEACH BUILDIi^JG DER5,RTMENT TEST AND MAINTENANCE REPORT CUS T 01VIER: STREET ADDRESS: MAILING ADDRESS: — — LOCATION OFASSEMBLY., fiZQt4[`- TYPE OF ASSEMBLY: R ,— DC � PVC ❑ AVB 7-j SIZE: �!,K MANUFACTURER: l MODEL; T SERIAL NC. TEST GAUGE MANUF- � GAUGE SERIAL NO- � t � �l 214 31 CHECK VALVE #1 RELIEF VALVE CHECK VALVE /Y' PRES VACUUM BREAKER � 1 leaked � i ❑ ie:ticev air' inlet opened j dosed tight a �d �t:psi � , bsed tight at p5i did not open El ! i Check v�alvc: gauge Pressure I gauge pressure across cheek ,a]�2 did not open ❑ across checkleaked El psi valve Psi ( at psi ❑ cleaner! only ( ❑ cleaned only i ❑ cleaned only ❑ cleaned only � 1 replaced: i replaced: replaced: replaced: rubber kit ❑ rubber kit ❑ rubber kit ❑ rubber kit ❑ CV .a punbly ❑i I RV assembly Q CAI assembly ❑ CV assembly ❑ or or or disc, air in ❑ disc ❑ I disc ❑ I disc ❑ disc. CV ❑ o-rings ❑ diaphrugm(s) ❑ o - rings ❑ spring, air ❑ seat Q scat ❑ scat ❑ spring, CV [� spring ❑ spring spring ❑ retainer ❑ stem/guide ❑ guide ❑ stem/guide ❑ guide ❑ retainer ❑ o-rings ❑ retainer Ca o-ring ❑ lock nuts ❑ other ❑ lock nuts ❑ other ❑ other ❑ other ❑ gauge pressure relief valve gauge pressure air inlet psi acxnrc check nliened at acrnre chew valve — psi _ . _ psi valve _. — psi chk valve psi NOTE; .ALL REPAIRS SHALL BE COMPLETED WITHIN TEN (to) DAYS. REMARKS. I HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND IMAINTEN E OF TI SEMBLY. TESTER: 2 — CERT. NO: ��QDATE: TIME: S7.-W QM-- - 3enranr -r,;,n Me35 C:JST iS'!'"prRHN7y ;e+4!fa + dCti ;1LD-952' ?(E33, gnu .3"mo, SOLTYS PLUMBING, LLC ,a•"• CFC 1425638 Commercial + Residentioi /.2 Avenida clef Sol (561) 265-341 1 Boca Raton, Fi_ 33432 pax: (561) 265-3455 in1 C I �R��e� , _ r J f •� 1 NOV d 2 2019 HIGHLAND BEACH —BUILDING DEPARTMENT TEST AND MAINTENANCE REPORT CUSTOMER: STREET ADDRESS: MAILING ADDRESS: — LOCATION OF ASSEMBLY: .211 TYPE OF ASSBMBLY: RF�-,L DC ❑ aPvs ❑ AVB ❑I SIZE: MANUFACTURER: l juyw4l o � � tyd�3l,Irie: �? ?-.+�'�B SERIAL INC. TEST GAUGE MANUF. GAUGE SERIAL ! CHECK VALVE, #1 RELIEFVALVE CHECK VALVE #2 PRIES VA'CUUlYI BREAKER 1 t 1 leaked ❑ leaked air inlet opened losed tight ope dt:psi Cosed tight at psi did not open ❑ f I check valve: i j gauge pressure t gauge pressure i acros cck did not open ❑ across check I leaked ❑ valve psi i valve psa at - psi ❑ cleaned only ❑ cleaned only cleaned only ❑ cleaned only replaced: i i replaced: replaced: replaced: rubber kit ❑ rubber kit ❑ rubber kit ❑ rubber kit ❑ CV assembly ❑ , RV assembly ❑ Cl/ assembly ❑ CV assembly ❑ or or or disc, air in ❑ disc ❑ I disc ❑ disc ❑ disc. CV ❑ , o-rings ❑ diaphrugm(s) ❑ o-rings ❑ spring, air ❑ ❑ seat Cl I scat ❑ scat ❑ spring, CV spring ❑ spring I❑ spring ❑ retainer ❑ ❑ i stem/guide ❑ guide ❑ stem/guide ❑ guide i ❑ retainer ❑ o-rings ❑ retainer ❑ o-ring ❑ lock nuts ❑ other ❑ lock nuts ❑ other other ❑ other ❑ gauge pressure relief valve gauge pressure air inlet psi acr.ncc check nrelled at acrncc c-hesk valve — psi —.._ r _ psi valve _ ... — psi chk valve psi f NOTE'; ALL REPAIRS SHALL BE COMPLETED Wi. THIN TEN (10) DAYS. REMARKS: I HEREBY CERTIFY 'THAT THIS DATA IS A�CCVRATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF T SSENIBLY. TESTER:CERT. NO: �Q 3��-,? - DATE: � g -� 'TIMEd: i'bb ;x-- V ISMNGER & STUBBS ENGINEERING, INC. PRINCIPALS: — COASTAL • ENVIRONMENTAL MARINE ASSOCIATES: Charles C. Isiminger, P.E. Matthew D. Butler, P.E. Darwin C. Stubbs, P.E. Mark A. Powell, P.E. November 22, 2019 VIA EMAIL ! NO V 2 2 2019 MEMORANDUM HIGHLAND BEACH BUILD I G DEP ART ENT TO: Jason Giachetti FM: Darwin Stubbs RE: Coastal Construction Control Line (CCCL) Permit Single -Family Residence and Pool DEP File No. P13-1168; Applicant: Andrew Robins (former owner). 3833 S. Ocean Blvd., Highland Beach, Palm Beach County, Florida This memorandum serves to confirm that we conducted the Florida Department of Environmental Protection (DEP) final site inspection with the DEP field inspector (David Kieckbusch) on Monday, November 18th, 2019 for the referenced project. Mr. Kieckbusch confirmed that the project has been constructed in full compliance with CCCL permit. If you have any questions, please contact us. Thank you. 14061.CON.02 SPAR David Kieckbusch c' Environmental Specialist II ` Southeast District Florida De partment of Environmental Protection Office: 561-681-6646 3301 Gun Club Road, MSC 7210-1 Fax: 561-681-6755 West Palm Beach, Florida 33406 David.Kieckbusch@FloridaDEP.gov P.O. Box 14702 • 649 U.S. Highway 1, Suite 9 North Palm Beach • Florida 33408 Phone: 561-881-0003 • Fax: 561-8.81-8123 Email: hq@coastal-engineers.,com .. . • . NOV 22 2019 PERMIT HIGHLAND TCO/CO CHECKLIST NOT 3833 South Ocean Drive DATE COMPLETED REQUIRED RECEIVED FOR STAFF USE ONLY o ❑ FINAL SURVEY (3 COPIES, SIGNED AND SEALED) o ❑ FINAL ELEVATION CERTIFICATE (3 COPIES, SIGNED AND SEALED) o ❑ INSULATION CERTIFICATE v o ❑ IFINAL TERMITE TREATMENT LETTER V o ❑ lCOMPACTION AND SOIL BEARING CAPACITY CERTIFICATION ��Q it LJ ❑ ❑ CONCRETE REPORTS (CORE BREAKS) -� rtdcKfa+�' o ❑ PILE LOG o ❑ SPECIAL INSPECTOR PROGRESS REPORTS o ❑ SPECIAL INSPECTOR FINAL COMPLAINCE LETTER ✓%Z`�!�'r� o ❑ SHORING/RE-SHORING REPORTSW�f/ o ❑ IWELDING CERTIFICATE NIA -IAA- ❑ ❑ SURFACE WATER MANAGEMENT APPROVAL (NPDES, DPEP) A)jA- ❑ ❑ PB COUNTY EPD APPROVAL �f o ❑ JELEVATOR CERTIFICATION ❑ ❑ FFW TURTLE LIGHTING CERTIFICATION 'er f/AA ❑ ❑ PB DEPARTMENT OF NATURAL RESOURSE PROTECTION RELEASE �/h- ❑ ❑ FLOOR/OCCUPANCY LOAD POSTED PER FBC 106.2 IVAP1A FINAL INSPECTIONS: � DATE APPROVED �lfs o ❑ ISTRUCTURAL l o ❑ IPLUMBING o ❑ JELECTRICAL o ❑ IMECHANICAL ❑ ❑ FIRE / ❑ ❑ ENGINEERING LIA o ❑ ZONING o ❑ ILANDSCAPING -- POP ❑ ❑ UTILITIES. ?4 ❑ ❑ EROSION AND SEDEMENTATION CONTROL 1 o ❑ ROOFING o ❑ FENCE PERMIT FINAL Abl—el 0 ❑ OTHER ITEMS Q... Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 LFW LE C::I,E9 � IDat Com ressive Stren th of ConCrete NOV 2 2 epor: ie:156 9 P 9 2�� Sample:15609 Test Method: ASTM C 39 HIGHLAND BEACH + BUILDING DEPARTMEPJT Client: Projjeect: -'-~------ . _ Jag Design and Development 15-1597.01 1300 N Federal Hwy, Suite 104 Robins Residence - 3833 S. Ocean Blvd. Highland Boca Raton, FL 33487 Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 1 Technician: Campos, James Batched: 08:20 EST Specimen Size: 4" X 8" Cast By: Campos, James Sampled: 09:10 EST Specimens In Set: 4 Date Cast: 12/14/15 Cast: 09:15 EST Truck / Ticket #: 4493 / 11-1169404 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Tie Beam Location Details: East side - 1st floor Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Mix Design: 5390C Strength: 5000 (psi) On -Site Admixtures: None Field Measurements Weather: clear Slump (in): 6-1/4 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 82 Concrete Temp (F): 88 (ASTM C 1064) Air Content: Load Volume: 10 (yd') Standard Cure Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in2) Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 28 01/11/16 25 / 3 4.00 12.57 71,670 5,700 4 D4 U 1-2 28 01/11/16 2513 4.00 12.57 73,840 5,870 4 D4 U 1-3 28 01/11/16 25 / 3 4.00 12.57 72,030 5,730 4 D4 U 1-4 28 1 01/11/16 1 25 / 3 1 4.00 1 12.57 1 71,520 1 5,690 4 D4 U Test Age Average Strengths (psi): 28 Day - 5750 Capping Methods D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In: 01/08/2016 (1,2,3,4) X0-0Er1*r] TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of C Test Method: ASTM C 39 Client: Jag Design and Development 1300 N Federal Hwy, Suite 104 Boca Raton, FL 33487 :--7 fi �s�� -Report Date: 4/24/2019 n:crete� 1 l Sample:16605 ,Nov 2 2 Z019 'Project: 1 t15-15974{01UHLPI [itALr obiLn�Resid6iice E3833TS EOeean' Ivd. Highland Seae�-FL = Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 2 Technician: Nanning, Christopher Batched: 07:38 EST Specimen Size: 4" X 8" Cast By: Hanning, Christopher Sampled: 08:20 EST Specimens In Set: 4 Date Cast: 01/08/16 Cast: 08:30 EST Truck / Ticket #: 4497 / 1178899 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Slab on Grade Location Details: 1 st floor slab Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Strength: 5000 (psi) On -Site Admixtures: None Field Measurements Weather: Slump (in): 5 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): Concrete Temp (F): Air Content: Load Volume: 10 (yd3) Standard Cure Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field ./ Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 7 01/15/16 5/ 2 4.00 12.57 85,240 6,780 4 D2 U 2-2 28 02/05/16 5 / 23 4.01 12.63 103,920 8,230 4 D4 U 2-3 28 02/05/16 5 / 23 4.01 12.63 107,850 8,540 4 D4 U 2-4 1 28 1 02/05/16 1 5 / 23 1 4.01 1 12.63 1 106,100 1 8,400 4 1 D4 U Test Age Average Strengths (psi):7 Day - 6780, 28 Day - 8390 Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In: 01/13/2016 (1,2,3,4) TYPE 4 TYPE 2 TYPE 3' TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength Test Method: ASTM C 39 - Client: Jag Design and Development 1300 N Federal Hwy, Suite 104 Boca Raton, FL 33487 Date: 4/24/2019 Sample: 17586 NOV 2 2 2019 151�b97`01 DENIATMENT� Robins -Residence - 3833 S. Ocean Blvd. Highland Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 3 Technician: Mackie, Freddie Batched: 07:33 EST Specimen Size: 4" X 8" Cast By: Mackie, Freddie Sampled: 08:10 EST Specimens In Set: 4 Date Cast: 02/01/16 Cast: 08:20 EST Truck / Ticket #: 6569 / Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Tie Beam Location Details: 2nd floor tie beam and columns Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Strength: 5000 (psi) On -Site Admixtures: None Field Measurements Weather: Slump (in): 5 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): Concrete Temp (F): Air Content: Load Volume: 10 (yd') Standard Cure Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 3-1 7 02/08/16 2/ 5 4.00 12.57 82,830 6,590 4 D2 U 3-2 28 02/29/16 2 / 26 4.02 12.69 92,870 7,320 4 D4 U 3-3 28 02/29/16 2 / 26 . 4.02 12.69 95,600 7,530 4 D4 U 3-4 28 1 02/29/16 1 2 / 26 4.02 1 12.69 1 91,990 1 7,250 4 1 • D4 I U Test Age Average Strengths (psi):7 Day - 6590, 28 Day - 7370 Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In : 02/03/2016 (1,2,3,4) EMOS1111 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 InECE Compressive Strength /2019 of Concrete � Report Date: le: 19350 2 19350FRNA D,� C 39 INOV 2, 20i9Sample: Test Methhod: ASTM Client: 1 HIGHLAND BEACH !Prdj'WtLtDING Delray Beach DFPAftTMFNT M FBPE CA # 4930 Jag Design and Development 15-1597.01 1215 Wallace Drive 1300 N Federal Hwy, Suite 104 Robins Residence - 3833 S. Ocean Blvd. Highland Delray Beach, FL 33444 Boca Raton, FL 33487 Beach, FL - Piles & Vibration Mo... Phone: 561-347-0070 3833 S. Ocean Blvd. Highland Beach, FL Fax: 561-395-5805 Sample Details Set #: 4 Technician: Uy, Nathaniel Batched: 07:47 EST Specimen Size: 4" X 8" Cast By: Uy, Nathaniel Sampled: 08:00 EST Specimens In Set: 4 Date Cast: 03/04/16 Cast: 08:00 EST Truck / Ticket #: 3655 / 11-1204204 Sampled From: Chute Truck Empty: 08:20 EST Contractor: Jag home design Placement Method: Pump Placement Time: 33 min Location Placement Location: Slab on Deck Location Details: 2nd floor slab Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Strength: 5000 (psi) On -Site Admixtures: None Slump: 3 - 5 (in) Field Measurements Weather: Slump (in): 5 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 77 Concrete Temp (F): 80 (ASTM C 1064) Air Content: Load Volume: 10 (yd3) Standard Cure I Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 4-1 7 03/11/16 7/ 0 4.00 12.57 56,060 4,460 3 D2 U 4-2 28 04/01/16 7 / 21 4.00 12.57 95,830 7,620 4 D4 U 4-3 28 04/01/16 7 / 21 4.00 12.57 94,340 7,510 4 D4 U 4-4 28 04/01/16 7 / 21 4.00 1 12.57 1 99,560 7,920 5 D4 U Test Age Average Strengths (psi):7 Day - 4460, 28 Day - 7680 Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In : 03/11/2016 (1,2,3,4) General Remarks Slab 909111111 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. R EC N�RNAT�D�P Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Concrete Report3Date:4/24/2019 Test Method: ASTM C 39 1 NOV 212019 I Sample: 23121 t HIGHLAND BEACH � Client: Project: 1Tn,,-. n�:DAPTMFNT I Jag Design and Development 15-1567.09'�" 1300 N Federal Hwy, Suite 104 Robins Residence - 3833 S. Ocean Blvd. Highland Boca Raton, FL 33487 Beach, FL -'Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 5 Technician: Uy, Nathaniel Batched: 11:33 EDT Specimen Size: 4" X 8" Cast By: Uy, Nathaniel Sampled: 12:20 EDT Specimens In Set: 4 Date Cast: 05/20/16 Cast: 12:20 EDT Truck / Ticket #: 22222 / 222222 Sampled From: Chute Truck Empty: 12:45 EDT Contractor: Jag Placement Method: Pump Placement Time: 72 (min) Location Placement Location: Column Location Details: Tie beam / column 3rd floor Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Strength: 5000 (psi) On -Site Admixtures: None Slump: 4 - 6 (in) Field Measurements Weather: Slump (in): 6 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 86 Concrete Temp (F): 92 (ASTM C 1064) Air Content: Load Volume: 10 (yd3) Standard Cure Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 5-1 7 05/27/16 4/ 3 4.02 12.69 60,890 4,800 4 D2 U 5-2 28 06/17/16 4 / 24 4.02 12.69 93,200 7,340 4 D4 U 5-3 28 06/17/16 4 / 24 4.02 12.69 89,560 7,060 4 D4 U 5-4 1 28 06/17/16 1 4 / 24 4.02 1 12.69 1 90,380 1 7,120 4 D4 I U Test Age Average Strengths (psi):7 Day - 4800, 28 Day - 7180 Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In: 05/24/2016 (1,2,3,4) General Remarks Column TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. G�i NrFRNAT��aP Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 Fax: 561-395-5805 Compressive Strength of Test Method: ASTM C 39 Client: Jag Design and Development 1300 N Federal Hwy, Suite 104 _ t Boca Raton, FL 33487 �W' .. iport Sample: 22614087 NOV 2 2 2019 15�159�L0,`IND BEACH E2o�s�esidence T3$33 S, Ocean Blvd. Highland Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Sample Details Set #: 6 Technician: Campos, James Batched: 13:59 EDT Specimen Size: 4" X 8" Cast By: Campos, James Sampled: 14:45 EDT Specimens In Set: 4 Date Cast: 07/18/16 Cast: 14:50 EDT Truck / Ticket #: 1504 / 16-1259429 Sampled From: Chute Truck Empty: Contractor: Placement Method: Pump Placement Time: Location Placement Location: Roof Deck Location Details: Roof slab Sample Location / Notes: Cure box Batch Log Specifications Supplier: SuperMix Mix Design: 5390C Strength: 5000 (psi) On -Site Admixtures: None Field Measurements Weather: clear Slump (in): 6-3/4 (ASTM C 143) Plastic Unit Weight: Air Temperature (F): 91 Concrete Temp (F): 94 (ASTM C 1064) Air Content: Load Volume: 10 (yd') Standard Cure Field Cure Lab Test Results Testing Lab: GFA Delray Beach (FDOT 104026), 1215 Wallace Drive, Delray Beach, FL, 33444 Specimen Number Test Age Days Test Date Field / Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in') Max Load (lbs) Strength (psi) Fracture Type Break Remark Capping Method 6-1 7 07/25/16 2/ 5 4.01 12.63 62,030 4,910 4 D2 U 6-2 28 08/15/16 2 / 26 4.00 12.57 81,650 6,500 4 D4 U 6-3 28 08/15/16 2 / 26 4.00 12.57 83,120 6,610 4 D4 U 6-4 28 1 08/15/16 1 2 / 26 1 4.00 1 12.57 1 83,020 1 6,610 4 1 D4 U Test Age Average Strengths (psi):7 Day - 4910, 28 Day - 6570 Capping Methods D2: The 7 day test result meets the required 70%. D4: The 28 day test results meets 28 day specified strength. Tested By: David May (1,2,3,4) U: Unbonded Caps (ASTM C1231) Checked In: 07/20/2016 (1,2,3,4) �■i Sample Taken in Accordance with ASTM C172, and Cast Per ASTM C31. Page 1 of 1 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 0 Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 1 Fax: 561-395-5805 Soil Nuclear Gauge Report #: SNG-000006 Report Date: 9/19/2019 Test Method: ASTM D 6938 Client: Jag Design and 1300 N Federal Boca Raton, FL , Suite`I1'041LAND BEACH 37 BUILDLI, -- DEPARTMENT 1 t-1597.01 Robins Residence - 3833 S. Ocean Blvd. Highland Beach, FL - Piles & Vibration Mo 3833 S. Ocean Blvd. Highland Beach, FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 14 9/19/19 PIT-0001 D N/A 8.5 130.0 . 9.0 130.2 12 100 98 / 105 Pass 15 9/19/19 PIT-0001 D N/A 8.5 130.0 8.5 130.4 12 100 98 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 14 Driveway: Driveway tie in Basecourse 1 st lift Troxler / 3430 / 24039 / 5/20/2019 Arevalo, Santiago 15 Driveway: Driveway tie in Basecourse 2nd lift Troxler / 3430 / 24039 / 5/20/2019 Arevalo, Santiago Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. Idallys Rojas 09/19/2019 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. `,%'l1Oiliit,100 0 C� 1FI1A& 145- No 02663 i� 8 • �i� • F w �.fi .•+fie,• J�r111st �lyiI , Page 1 of 1 NOV 2 2 2019 X Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-00701Fax: 561-395-5805 Soil Nuclear Gauge Client: . Ht; HI nnrn RFnru Project: Report#: SNG-000003 Jag Design and _Deweli3 Mbri:tjEPARTMENT 15-1597.01 Report Date: 5/9/2019 1300 N Federal Hwy, Suite 104 Robins Residence - 3833 S. Ocean Blvd. Test Method: ASTM D 6938 Boca Raton, FL 33487 Highland Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture M Maximum Dry Density (pcf) In Place Moisture M) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 10 5/8/19 P-001 (1557) C N/A 12.9 106.3 9.3 106.8 12 100 98 / 105 Pass Test Information Test # Test Location 1 Elevation I Reference Gauge Make I Model I SN / Calibrated Field Technician 10 Driveway: Approximate center of parking garage driveway ISubgrade Troxler / 3440 / 20391 / 5/16/2018 Campos, James Remarks I Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. Idallys Rojas 05110/2019 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 2 P, FE:; C(:T& X Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-00701 Fax: 561-395-5805 Soil Nuclear Gauge Client: II NOV P 2 )nin Project: Report M SNG-000004 Jag Design and Development YJ 15-1597.01 Report Date: 5/10/2019 1300 N Federal Hwy, SuitC 09AND BEACHRobins Residence - 3833 S. Ocean Blvd. Test Method: ASTM D 6938 Boca Raton, FL 3340L DING DEP�;pTMENT Highland Beach, FL -Piles &Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (r/o) Maximum Dry Density (pcf) In Place Moisture (r/o) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 11 5/8/19 PIT-0001 D N/A 8.5 130.0 10.2 127.9 4 98 98 / 105 Pass 12 5/8/19 PIT-0001 D N/A 8.5 130.0 9.8 129.2 4 99 98 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 11 Driveway: NW corner of parking garage driveway Basecourse Troxler / 3440 / 20391 / 5/16/2018 Campos, James 12 Driveway: SE corner of parking garage driveway Basecourse Troxler / 3440 / 20391 / 5/16/2018 Campos, James Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. Idallys Rojas 05/10/2019 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. rrreetee +► No 82663 r / r • 8 rAT IF GG .'A AL i:�� Page 2 of 2 GI -E.- G9 ��I ,L) Delray Beach FBPE CA # 4930 1215 Wallace Drive Delray Beach, FL 33444 Phone: 561-347-0070 1 Fax: 561-395-5805 Soil Nuclear Gauge Report #: SNG-000002 Report Date: 10/16/2018 Test Method: ASTM D 6938 Client: Jag Design and D lvelopment . r '"' 1118 Bel Air Dr. HIGHLAND BEACH Highland Beach, FL 3t-87DING DEPARTMENT 15-1597.01 Robins Residence - 3833 S: Ocean Blvd. Highland Beach, FL - Piles & Vibration Mo... 3833 S. Ocean Blvd. Highland Beach, FL Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture M In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 7 10/12/18 P-001 (1557) C N/A 12.9 106.3 9.1 106.6 12 100 98 / 105 Pass 8 10/12/18 P-001 (1557) C N/A 12.9 106.3 10.2 107.1 12 101 98 / 105 Pass 9 10/12/18 P-001 (1557) C N/A 12.9 1 106.3 9.4 107.3 1 12 1 101 1 98 / 105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 7 Other: retaining wall/ plauteu slab at N. end Finished Grade Troxler / 3430 / 30997 / 4/12/2018 Mackey, Fritz 8 Other: retaining wall/ plateau slab at S. end Finished Grade Troxler / 3430 / 30997 / 4/12/2018 Mackey, Fritz 9 Other: retaining wall/ plateau slab at Center end Finished Grade Troxler / 3430 / 30997 / 4/12/2018 Mackey, Fritz Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. �µ ROJA g 0"a -too �i JJ .11 $TAT 40 Idallys Rojas 10/16/2018 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 1 Soil Nuclear Gauge Client: I NOV 2 2 Project: .Report Date: 8/17/2018 Jag Desigh and Development 15-1597.01 � Test Method: ASTM D6938 1118 Bel Air Dr. HIGHLAND? nen�„ Robins Residence - 3833 S. Ocean Blvd. FRNAt<oNP- Delray Beach Highland BekllT'FJL M487 . , Highland Beach, FL - Piles & Vibration Mo... FBPECA#493o 3833 S. Ocean Blvd. 1215 Wallace Drive Highland Beach, FL Delray Beach, FL 33444 Phone: 561-347-0070 1 Fax: 561-395-5805 Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture M Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. M Remark 1 8/9/18 P-001 (1557) C N/A 12.9 106.3 4.4 111.6 12 105 98 / 105 Pass 2 8/9/18 P-001 (1557) C N/A 12.9 106.3 3.7 109.4 12 103 98 / 105 Pass 3 8/9/18 P-001 (1557) C N/A 1 12.9 1 106.3 1 4.0 1 109.6 12 1 103 1 98 / 105 1 Pass 4 8/9/18 P-001 (1557) C N/A 12.9 106.3 3.9 108.8 12 102 98 / 105 Pass 5 8/9/18 P-001 (1557) C N/A 12.9 106.3 3.2 109.4 12 1 103 98 / 105 1 Pass 6 8/9/18 P-001 (1557) C N/A 12.9 106.3 5.6 111.1 12 1 105 98 / 105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 1 Slab on Grade: south slab footing at wall Finished Grade Troxler / 3430 / 34908 / 3/13/2018 Albelo, Jesus 2 Slab on Grade: slab deck pool east Finished Grade Troxler / 3430 / 34908 / 3/13/2018 Albelo, Jesus 3 Slab on Grade: slab deck pool north Finished Grade Troxler / 3430 / 34908 / 3/13/2018 Albelo, Jesus 4 Slab on Grade: slab deck pool west Finished Grade Troxler / 3430 / 34908 / 3/13/2018 Albelo, Jesus 5 Slab on Grade: Porch slab on grade Finished Grade Troxler / 3430 / 34908 / 3/13/2018 JAlbelo, Jesus 6 Slab on Grade: north side A/C Finished Grade Troxler / 3430 / 34908 / 3/13/2018 1 Albelo, Jesus Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. y$� ROJAig 'few No 82063 1� d+�• $TAi i +! A, AI.�Si�� Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Idallys Rojas Matos Aug 17 2018 11:42 AM Page 1 of 1 Certificate of Occupancy # Permit Number: 37877 Town of Highland Beach Building Department Address: 3833 SO OCEAN BLVD 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 Page 1 of 1 Printed: 11 /25/2019 Name: ROBINS, ANDREW Phone: 954-647-1733 Address: 3833 S. OCEAN BLVD.HIGHLAND BEACH, FL 33487 Fax: Contractor: JAG DESIGN & DEVELOPMENT Describe: NEW SINGLE FAMILY HOME "NEED G-701 BEFORE FINAL INSPECTION" C.O. Issued Date: Contruction Value: $2,600,000.00 Permit Application Approved: 09/17/15 Structure Use: S I`rj k e- FNMI-) Purpose: Rwr'>ENLF Subdivision: ',r;S,\j"-'./J -I Property Control #: �.�--u 3 �� ' �`"i — O CJ / `" .IJ Issued by: Fitxo 1APr3A0Z VD70 Signature Date Ue Tlec, �& V b Professional Insulators of South AoridNOV 2 2 2019 FTC Insulation Installation Certificate i HIGHLAND BEACH To: Palm Beach Count Date: 1�Lo_vm'bild,G20'2TMENT Re: Lot/Block: Address: 3833 South Ocean Blvd, Highland Beach Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other 2. Underside of Roof Deck have been insulated with: Spray -on Cellulose Thickness in inches: 4.5" Fiberglass Blankets Manufacturer: Icynene Rock Wool Blankets Density: Aluminum Foil R-Value: R-31 Polyurethane X Closed Cell SPF Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Ignition Barrier Density: Fiberglass Blown R-Value: Cellulose Loose Fill Open Cell SPF 3. Interior kneewalls have been insulated with: X Fiberglass Blankets Thickness in inches: 10.25" Fiberglass Loose Fill Manufacturer: Johns Manville Rock Wool Density: Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Open Cell SPF 4. Garage partition walls of A/C living area have X Fiberglass Blankets been insulated with: Rock Wool Thickness in inches: 3.511Polyurethane Manufacturer: Johns Manville Spray -on Cellulose Density: Open Cell SPF R-Value: R-13 5. The following have been insulated: ,��lHflfft� tAW'0RAtE Cramp 0"r : t SEAL �= ? 2003 % A •• •,�j�adQnis►� ��`�� . JAGS DESIGN & DEVELOPMENT General Contract/Builder CBC1254041 Competency# Professional Insulators of South Florida,.Inc. Insulation Contractor ECC, % Fd V' rn j FORM R405-2014 { NOV 2 2 2019 FLORIDA ENERGY I EFFICIENCY COD�IF� tR;UILI TMENT Florida Department of Business and Professional Regulation --ResI ING CONSTRUCTION antial Performance Method Project Name: ROBINS Residence Builder Name: Street: 3833 S. OCEAN BLVD. Permit Office: CITY OF HIGHLAND BEACH City, State, Zip: HIGHLAND BEACH, FL, 33487- Permit Number: Owner: Jurisdiction: 602400 Design Location: FL, West Palm Beach County:: Palm Beach (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types(10908.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 10524.00 ft2 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Adjacent R=4.1 384.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (9800.0 sqft.) Insulation Area 5. Is this a worst case? No a. Cathedral/Single Assembly (Unvented) R= 1.0 7200.00 ft2 6. Conditioned floor area above grade (ft2) 9800 b. Roof Deck (Unvented) R=30.0 2600.00 ft2 c. N/A R Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(2185.0 sqft.) Description Area 2 additional duct system(s) 6 20 a. U-Factor: Sgl, U=1.08 2185.00 ft2 b. Sup: 1st Floor, Ret: 1st Floor, AH: 1 st Floor 6 20 SHGC: SHGC=0.45 c. Sup: 2nd Floor, Ret: 2nd Floor, AH: 2nd Floor (see detail b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 24.0 SEER:18.00 SHGC: b. Central Unit 78.0 SEER:18.00 c. U-Factor: N/A ft2 2 additional cooling systems (see details) SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.450 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (11800.0 sqft.) Insulation Area EF: 0.590 a. Floor Over Other Space R=0.0 9000.00 ft2 b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 2800.00 ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 377.80 0.223 PASS Glass/Floor Area: Total Baseline Loads: 382.93 e`et+t91 tlll►i�re�b I hereby certify that t�he��ara,aa'ridt1%tions covered by Review of the plans and O� TYiE Sr,13� this calculation arpii pjianee•with•%f Oda Energy specifications covered by this ti , ; ,e = , U,t, Code. 4�0 �ti•�\�• � moo. calculation indicates compliance47 0Q •' with the Florida Energy Code. PREPARED ft� ;N ?' = Before construction is completed DA A _ _ R� 1 `' �"` this building will be inspected for Section 553.908 V compliance with * I hereby certify�iaftfiis building as designedi§Nn compliance Florida�� Statutes. 1 G �5 with the Florida tr rg;,Co'dee.,_. p.. OWNER/AGENT: i,�. S��"....• "� F BUILDING OFFICIAL: ,'``� ._ ,e ._ _ _._ . . DATE: �� ONA�- • �� DATE: 1lIIi04y+"`- - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/6/2017 3:18 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software V Page 1 of 5 FORM R405-2014 PROJECT Title: ROBINS Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 9800 Lot # Owner: Total Stories: 4 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 3833 S. OCEAN BLVD. Permit Office: CITY OF HIGHLAND BEACH Cross Ventilation: No County: Palm Beach Jurisdiction: 602400 Whole House Fan: No City, State, Zip: HIGHLAND BEACH, Family Type: Single-family FL, 33487- New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, West Palm Beach FL_WEST_PALM_BEAC 2 44 90 70 75 316 60 Medium BLOCKS Number Name Area Volume 1 Block1 1300 15600 2 Block2 2800 33600 3 Block3 3100 37200 4 Block4 2600 28600 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Basement 1 1300 15600 No 0 1 Yes Yes No 2 1st Floor 2800 33600 Yes 1 1 Yes Yes No 3 2nd Floor 3100 37200 No 3 3 1 Yes Yes No 4 3rd Floor 2600 28600 No 2 2 1 Yes Yes No FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Basement 1 300 ft 0 2800 ft2 ---- 0 0 1 2 Floor Over Other Space 2nd Floor ---- ---- 2800 ft2 0 0 0 1 3 Floor Over Other Space 2nd Floor ---- _--- 3100 ft2 0 0 0 1 4 Floor Over Other Space 3rd Floor ---- ---- 3100 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3033 ft2 0 ft2 Light 0.96 No 0.9 No 30 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2800 ft2 N Y 4/6/2017 3:18 PM EneravGauae® USA - FlaRes2014 Section R405.4.1 Compliant Software Paae 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Cathedral/Single Assembly (UnventBdsement 1 1 Blown 1300 ft2 0.11 Wood 2 Cathedral/Single Assembly (Unventedst Floor 1 Blown 2800 ft2 0.11 Wood 3 Cathedral/Single Assembly (Unvente2nd Floor 1 Blown 3100 ft2 0.11 Wood 4 Under Attic (Unvented) 3rd Floor 1 Blown 2600 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To p Wall -Type... __ _ _ _ _ _ S ace _R-Value .__ -Ft_. In _ ..Ft_ __In_ . _ _Area R-Value__Fr.action--Absor.-Grade%- 1 N Garage Concrete Block - Int InsdBasement 1 4.1 32 0 12 0 384.0 ft2 0 0 0.75 0 2 E Exterior Concrete Block - Int InsdBasement 1 4.1 40 0 12 0 480.0 ft2 0 0 0.75 0 _ 3 S Exterior Concrete Block - Int InsdBasement 1 4.1 32 0 12 0 384.0 ft2 0 0 0.75 0 _ 4 W Exterior Concrete Block - Int InsdBasement 1 4.1 40 12 480.0 ft2 0 0.75 0 5 N Exterior Concrete Block - Int Insul 1st Floor 4.1 48 0 12 576.0 ft2 0 0.75 0 6 E Exterior Concrete Block - Int Insul 1st Floor 4.1 27 12 324.0 ft2 0 0.75 0 _ 7 E Exterior Concrete Block - Int Insul 1st Floor 4.1 48 12 576.0 ft2 0 0.75 0 _ 8 S Exterior Concrete Block - Int Insul 1st Floor 4.1 13 0 12 156.0 ft2 0 0 0.75 0 _ 9 S Exterior Concrete Block - Int Insul 1st Floor 4.1 34 12 408.0 ft2 0 0.75 0 _ 10 W Exterior Concrete Block - Int Insul 1st Floor 4.1 76 12 912.0 ft2 0 0.75 0 11 N Exterior Concrete Block - Int Insul2nd Floor 4.1 51 12 612.0 ft2 0 0.75 0 _ 12 E Exterior Concrete Block - Int Insul2nd Floor 4.1 76 12 912.0 ft2 0 0.75 0 13 S Exterior Concrete Block - Int Insul2nd Floor 4.1 58 12 696.0 ft2 0 0.75 0 _ 14 W Exterior Concrete Block - Int Insul2nd Floor 4.1 76 12 912.0 ft2 0 0.75 0 15 N Exterior Concrete Block - Int Insul 3rd Floor 4.1 56 12 672.0 ft2 0 0.75 0 _ 16 E Exterior Concrete Block - Int Insul 3rd Floor 4.1 76 12 912.0 ft' 0 0.75 0 17 S Exterior Concrete Block - Int Insul 3rd Floor 4.1 50 12 600.0 ft2 0 0.75 0 18 W Exterior Concrete Block - Int Insul 3rd Floor 4.1 76 12 912.0 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None .46 3 6 8 28 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 6 Metal Single (Clear) Yes 1.08 0.45 140.0 ft2 2 ft 0 in 14 ft 0 in Drapes/blinds None 2 E 7 Metal Single (Clear) Yes 1.08 0.45 224.0 ft2 2 ft 0 in 10 ft 0 in Drapes/blinds None 3 S 8 Metal Single (Clear) Yes 1.08 0.45 91.0 ft2 2 ft 0 in 10 ft 0 in Drapes/blinds None 4 S 9 Metal Single (Clear) Yes 1.08 0.45 18.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 W 10 Metal Single (Clear) Yes 1.08 0.45 144.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 N 11 Metal Single (Clear) Yes 1.08 0.45 48.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 12 Metal Single (Clear) Yes 1.08 0.45 448.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 13 Metal Single (Clear) Yes 1.08 0.45 72.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 W 14 Metal Single (Clear) Yes 1.08 0.45 192.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4/6/2017 3:18 PM EneravGauae® USA - FlaRes2014 Section R405.4.1 Comoliant Software Pace 3 of 5 r-VRIVI RYVJ-GV IY WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 10 N 15 Metal Single (Clear) Yes 1.08 0.45 96.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11 E 16 Metal Single (Clear) Yes 1.08 0.45 448.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 12 S 17 Metal Single (Clear) Yes 1.08 0.45 72.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 18 Metal Single (Clear) Yes 1.08 0.45 192.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 1400 ft2 1400 ft2 120 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 — 1 Wholehouse ' Proposed ACH(50) .000373 9583.3 526.11 989.43 .3899 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 18 24 kBtu/hr 720 cfm 0.72 1 sys#1 2 Central Unit Split SEER: 18 78 kBtu/hr 2340 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 18 96 kBtu/hr 2880 cfm 0.75 3 sys#3 4 Central Unit Split SEER: 18 84 kBtu/hr 2520 cfm 0.75 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.59 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / --- Supply --- ---- Return --- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Basement 1 6 20 ft2 Basement 1 4 ft2 Default Leakage Basement 1 (Default) (Default) No 1 2 1st Floor 6 20 ft2 1st Floor 2 ft2 Default Leakage 1st Floor (Default) (Default) No 2 3 2nd Floor 6 20 ft2 2nd Floor 2 ft2 Default Leakage 2nd Floor (Default) (Default) No 3 4 Attic 6 20 ft2 Attic 2 ft2 Default Leakage 3rd Floor (Default) (Default) No 4 4/6/2017 3:18 PM EneravGauae® USA - FlaRes2014 Section R405.4.1 ComDliant Software Paae 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan [X] Feb [X] Mar [X] Apr [XI May [X] Jun XJul XAug Sep [X] Oct [X]Nov [X] Dec Heating Jan IX Xj X Feb X Mar X Apr X May Jun Jul �Xj Aug �Xj IXX] Sep X Oct X Nov X Dec Venting X Jan X Feb X Mar X Apr X May [X]] X Jun X Jul X Aug X Sep X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/6/2017 3:18 PM EneravGauae® USA - FlaRes2014 Section R405.4.1 Comoliant Software Pace 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3833 S. OCEAN BLVD., HIGHLAND BEACH, FL, 33487- 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 10524.00 ft2 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Adjacent R=4.1 384.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Cathedral/Single Assembly (Unvented) R=1.0 7200.00 ft2 6, Conditioned floor area (ft2) 9800 b. Roof Deck (Unvented) R=30.0 2600.00 ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Sgl, U=1.08 2185.00 ft2 2 additional duct system(s) 6 20 SHGC: SHGC=0.45 b. Sup: 1st Floor, Ret: 1st Floor, AH: 1st Floor 6 20 b. U-Factor: N/A ft2 c. Sup: 2nd Floor, Ret: 2nd Floor, AH: 2nd Floor (see detail SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 24.0 SEER:18.00 b. Central Unit 78.0 SEER:18.00 SHGC: 2 additional cooling systems (see details) d. U-Factor: NIA ft2 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.450 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Floor Over Other Space R=0.0 9000.00 ft2 a. Natural Gas EF: 0.59 b. Slab -On -Grade Edge Insulation R=0.0 2800.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant feature Builder - il Si /60 Signature: � ,.- Date: � � �2. Address of New Home:` City/FL Zip: __7 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/6/2017 3:18 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 4/6/2017 3:18 PM IN PM m :. �0 .. T/C8406 TT5 •3T-0' 954)b CIS TU9E B'XB'Xll)' •31'-10' - D. 58 ELEv. 30'-0' /CB40T 25 S, 1 T/C8401 T`5 1. T/C840► TK SCALE: 1/4' • 1'-0' TOP OF TB .33'-10' UNLESS NO =D TWER101SE TOP OF STEEL BEAM .34'-9' UNLESS NOTED OTHERWISE III = ill= �. : •: ROOF FRAMING NOTES BOTTOM OF TIE BEAMS MAT BE DROPPED TO ACCOMODATE WINDOW HEAD HEIGHTS. PROVIDE ADDITIONAL (2) 5 BARS FOR EACH 8' DROP, CONTRACTOR TO VERIFY ALL DIMENSIONS. REPORT DISCREPANCIES TO THI5 ENGINEER PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. THE BEAM DEPTHS HAVE BEEN SET ACCORDING TO THE ARCHITECTURAL REOUIREMEN T5 FOR WINDOW/DOOR HEAD HEIGHTS. CONTRACTOR TO �RIFY DEPTHS AND REPORT DISCREPANCIES TO THIS ENGINEER IMMEDIATELY. ALL CONCRETE BEAMS DEEPER THAN 12' SHALL HAVE NOMINAL 8' BEARING ON SUPPORTING MASONRY. UNLESS NOTED OTHERWISE. ALL BEARING 15 .34'-9 GRAVITY LOADING LIVE LOAD • 100 PSF FOR RTU AREA 20 PSF FOR OTHER AREAS DEAD LOAD • (SELF WEIGHT OF SLAB) . 2S PSF (SDL) WIND LOADI:^C ASCE 1-10 ENCLOSED MEAN ROOF HEIGHT •29'-6' MAX EXPOSURE D BUILDING- CATEGORT / RI5K CATEGORY II WIND SPEED . 150 MPH VELOCITY PRESSURE - 4736 PSF (WORKING FOR ALLOWBLE INTERNAL PRESSURE COEFFICIENT - •/- .18 (ENCLOSED) 10 F'SF USED FOR DEAD LOAD IN CALCULATI114S NET UPLIFT PRESSURES. FOLLOWING UPLIFT PRESSURES BASED ON Atrlbe10 5, ZONE 1 WIND UPLIFT = 55.91 PSF. ZONE 2 WIND UPLIFT 93b1 PSF. ZONE 3 WIND UPLIFT 141.15F5F. ZONE 2 WIND UPLIFT (OH) = 89.01 PSF. ZONE 3 WIND UPLIFT (OH) 14US PSF. FOLLOWING PRESSURES BASED ON Atrib>20 5- ZONE 4 4 5 MAXIMUM POSITIVE COMPONENT AND CLADDING PRESSURE K 2.98 PSF ZONE 4 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRESSURE • -6856 PSF Beam Schedule Depth TOP MID BOT STIRRUPS NOTES Elevation 8 12 (2)R5 (2) #5 (5) #3 @ 12- O.0 FROM EACH CORNER, BALANCE @ 48- SEE PLAN JIDWidth 8 10 #5 #5 #3 STIRRUPS it SEE PLAN 8 19 21/5 #5 #3 STIRRUPS 8' SEE PLAN C8406 8 72 (2) #7 10 #5 TWO ROWS #3 STIRRUPS @ 6' SEE PLAN CH407 8 24 / 72 m #710 #3 STIRRUPS @ T SEE PLAN CB408 16 19 (3)#6 t(4) #3 STIRRUPS @ 8' SEE PLAN CB409 12 19 (t)#6 #3 STIRRUPS@8' CP. [N M 1�M 36'NTO SEE PLAN CB410 8 32 #6 2 #3 STIRRUPS 8' SEE PLAN CB411 20 32 #7 2 #3 STIRRUPS 8" SEE PLAN C8412 8 24 #6 2 #5 #6 #3 STIRRUPS @ 8' SEE PLAN CB413 8 24 (2) #6 2 #5 71N0(4) ROWS #3 STIRRUPS @ 4- SEE PLAN C6414 8 32 97 2#5 #7 #35TIRRUPS P SEE PLAN CB415 8 24 2#6 2#5 #6 #35TIRRUPS 4• Cn N1aEV Hi SEE PLAN CB416 8 10 (2)#5 (n#5 #3 STIRRUPS 4- SEE PLAN PRIOR TO CONSTRUCTION ..___. ... _._.. t _... __....._ ._.._ ... NOTE :TOP (4) #S BARS SHALL BE WMINOUS WHT1 THE TIE BEAM. DROP BOTTOM MOST BARS 2 1/2' CLEAR FROM BOTTOM FORM NOTE STIRRUPS ARE ONLY SPEOFIED WHERE REQUIRED FOR STRENGTH. STIRRUPS MAY BE PLACED, AT THE CONTRACTORS OPTION FOR BAR NOTE : EXISTNG BEAM OVER OPENINGS SHALL BE DEMOD AND REMOVED. BEAMS SCHEDULED ABOVE TO REPLACE EXTSIING OVER OPENINGS. DRILL 8 EPDXY NEW BEAM STEEL INTO EXISTING WALLS WITH HILTI HT HY 1502 PART EPDXY (AS REOUIRE 0 n lA I —GAM-1 A1— A'A OFSIQ1 aMI.MT0tb I Mwa 1 Drawi.g Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA BRUCE CELENSKI, INC. TArchitecture Design & Planning ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Ronda 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 Seel: Des�ene4: Project ne. JAZ 14-029 'F`''_ a-JAZ kale, AS SHOWN _ Checked: Drnweq ro_ - 1 L rl'— —MIT Tan -- ne -11, -- ,,.. — 11 111M.,rr„ . — 1111 11.-T •re„�«�ne STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.C.1530-05/A5CE 5-02/TM5 402-02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1.530-05/A5CE 6-02/7I'15 602-02, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS FOR MASONRY STRUCTURES. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, Pm-1500 PSI. BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-416 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP OF 8' TO 10'. USE MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-210. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/6' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADDER -TYPE DUR-O-WAL (ASTM CLA55 B-2, HOT DIPPED GALVANIZED) AT ALTERNATE COURSES Oro' ON CENTER), UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM OF 6'. TENSION AND COMPRESSION LAPS = .002 X BAR DIAMETER X fs (NOTE THAT fs=24 K51 MAXIMUM (A X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER) MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR'. THE 5UPERV15OR OF THE MA50NRY PORTION OF THE PROJECT SHALL BE A 'CERTIFIED STRUCTURAL MASONRT CONTRACTOR' OR A "CERTIFIED STRUCTURAL MASON' AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FG/PAL THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK 15 ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FOR THE FC4PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL OPENINGS. REINFORCING BARS SHALL BE AT ALL GIRDER TRUSSES WITH GRAVITY LOAD5 GREATER THAN 3500 LBS. THE-BUILDER'SHAL"L EMPLOY A 5PE61AL—IN5FE6TOR APPROVED BY -THE BUILDING_OFFICiAL 70_EN5URE:CaT'IF'L`rA GN E-UATH7 GTHE`AFF'ROyEDLLSTRICTU- AL-DRAWING5-FOR GROUTPL'ACEMEN-T-AND-STREI WGTH TESTING"PROCEDURES. P]53 9 - P2$I " PJ51 4'.2' 11'-8' 1'-9' II S'-0' PIT PI3 PL4 PIS PIb y v PI58 `` ' P159` ,p PIB PL9 Pl.la _ P249 P2.4'I _j" Y-3' 13.3' PITb PIJT P15 P 1.9 - Pua ' I'-3' - §1 9 _ _ _ _ F910 `PLII PLRO Pt33 PI]4 __ D -" -_ 9 PJ6 Pl.ti PLIB PU9 - - - _ P2AI P2.40 71 ro PI36 P231 Oi " j� PI39 _ PI36 r � 9 25'-8' Plll PLJ1 PlJ3 P2J4 _ _ � PI.I9 PIII P27I - PI3- n M 9 (•__ PIJS 19 19 9l _ 9'-B' _ Ss 12'-II' Pt.T PIB,`- 9 F225 �� m PIb P2. G 9 P131 PI3I PI33 in Y - PI3 - PJS PI4 4'-1 T 2'-11' - B'-1. Il'-T' 3 -6' W-T' 6'-2' 3'-1 V-3' I'-9' I'-9' II'-2' PILING LOCATION PLAN SCALE: 1/4' = I'-0- IG/GRADE BE THIS PILING AND GRADE PLAN HAS BEEN DESIGNED BASED ON THE PRESUMED ROOF AND FLOOR FRAMING. FINAL APPROVAL OF PILE SIZES, CAPACITIES, LOCATIONS AND GRADE BEAM 51=5, REINPORCING AND SPACING SHALL BE GIV=N BY THE ENGIN ER OF RECORD PRIOR TO CON5TR:CTION. THE ENGINEER OF RECORD RE5ERVES THE RIGHT TO ADD, RELOCATE, OR INCREASE THE CAPACITY � THE PILES AND/OR GRADE 0EAM9 UPON COMPLETION GF THE FLOOR AND ROOF SHOP DRAWINGS. PROVIDE COMPLETE FLOOR AND ROOF SHOP DRAWINGS TO THI5 ENGINEER (PRIOR TO 5ETTIN'G PILESJ FOR `rRIFICATIGN THAT THIS PILE AND GRACE BEAM PLAN HAS BEEN DESIGNED FOR TH LAYOUTS OF THOSE 5YSTMS. FAILURE TO PROVIDE SHOP DRAWIN'G5 MAY RESULT IN ADDITIONAL ENGINEERING. A QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL 51ALL BE P. E5ENT WHEN THE PI ES ARE INSTALLED AND TESTED. THE INSPECTOR SHALL COMPLY WITH FLOR16A BUILDING CODE SECTION 15104 EMBED ALL PILES MINI— 3' INTO CAPS AND BEA115. PROVIDE MINIUM 4' CLEAR EDGE DISTANCE PER FLORIDA BUILDING CODE 5ECTION IBI03.II THIS PILE AND GRADE BEAM LAYOUT HAS BEEN DESIGNED WITH 14' DIAMETER ROUND AUGER CAST PILE5 WITH A COMPRESSIVE CAPACITIES OF 39 TONS, TENSION CAPACITIES OF B TONS AND PILE TOP LATERA. DEFLECTION OF I INCH MAX. PILES SHALL BE INSTALLED IN SUCH A MANNER AND 5EGUENCE AS TO PREVENT DISTORTION OR G DAMAGE TO PILES BEININSTALLED OR ALREADY IN PLACE. DEPTH OF AUGER CAST FILES TO BE DETERMINED BY THE GEOTECHNICAL EH,INEER TO ACHIEVE THE ALLOWABLE COMPR=5510N CAPACITY A5 NOTED. REFER TO THE SOILS REPORT PREPARED BT XXXX. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRM=AN TERMITES. TR_=ATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORICA DEPARTMENT OF AGRICULTURE AND CON5U'MER SERVICES. 6EOTECHNICAL REPORT FROM XXXX AND DATED XX, 205 CONCRETE PILE SCHEDULE M< SIZE TYPE -a— TIE COPIPRE5910N CAPACITY SICRi ITY 5-W 9AR JV:E'-D' LOHG CAG MID CP.'C. PILE (TTP. UDfU b P Q =-ro 94RN THE CENTER THROUGH HE PILE ro • �- 39 TENS T PILE LEGEND Pl. = PILE TIP TERMINATES a 215' NAVD P2� : PILE TIP TERI IINATES . 1.22' NAVD D—n0 Ti:ta� THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®_ (AJRCH I T E C T T BRUCE CE , INC. ® ® Architecture Design & Planning ® 3045 N. Federal Highway, Suite #47 NCARB 412,910 Fort Lauderdale, RariGa 33305 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 s.RI� w.�a�w: JAZ PrcJac ., R14-029 JAZ AS SHOWN p�P�o� S-1 a,aol4ea�a ©cola CO—oll —TEN BRUCE CZU-D. RIC- — RIGHTS RESERVED. TIUS DOCURORT OR — THEREOF, H.Y HOT BE REPRODUCED 11 — FDIN WRIOUT P-RMUMIOH. Grade Beam Schedule ID Width Depth TOP MID BOT I STIRRUPS NOTES GB101 22 24 (4)#8 (2)95 (4)95 (B)#3STRRUPS4N10' EA SIDE OtiaaoR OF SUPPORT: BALANCE 024- NOTE : BEAM DEPTHS MAYBE INCREASED BY DEPTH AND WODi AS REQUIRED. ADD ADDITIONAL 05 FOR EACH 8' WDTH A—_ " nano I C1 B�•B� . 3-Sae'EA- ],_5�. y' tl 0 Liu,_' .-E og' E- AT- A9 5 �AP - iNTERBECTDYa Ge"�. PCE CAP-D ' BCALE i'•I'.0' lllllllllllllSIMMNS,- - �ITi��lTi�l��\i��TO - rll llrllllllllll 111 lvl n�eor�nnlconlluml _3 5 TE9 pro' 35 TDo :M1 I DETAC 6 %LE CAP-] BCALE i'•I'-� CAV atOP �PI�E�AP INTERBE�cTrtL'.B T— A 35 LOP 9 DETAC CF PCE CAP -]A SCALE f'.I.,O• AT' RI AS r'OP oa LOWER GB/PILE CAP PLAN UNLESS KPB'S E11SE NOTED, TOP OF PILE SCALE : 1/4' • 1'-0' CAPS9'S ELL. : (-) Il'-1 1/4' l.3.9' NAVD) n] cBP E.T ARCNnm T 1 D.W.E. on I.—E T1E1Too..11 NDT BE REPRDDUDED IN AW MRN wrtN P11-1aN 111��1 nmloilnl - - lno IN/ II 9111 AE' NOTE. TOP O PILE CAP N-AT—a— EmmE—TION Al TOP OF RSECT l6 . B. EACH WAY 9 l.8' EAp1 WAY PILE CAP OrawinQ Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. TArchitecture Design Planning ® 45 N. Federal Highy, Suite #47 30Highway, ® NICARB #62,910 Fort Lauderdale, Flonda 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 `xsl: DeeiBnetl: FPXct ro: JAZ 14-029 JAZ AS SHOWN I — :x' CFecknA: DnPwing n LOWER COLUMN AND FRANGIBLE WALL PLAN WLE55 OTHERWISE NOi=D, TOP OF PILE SCALE : 1/4' • I'-O' WALL LEGEND H- CMU FRANGIESLE WALL W/ 5 mlb' O.G. 4 ALL ® CELL5 FILLED SOLID. H' CMU BEARING WALL W/ 5 ®45' O.G. R. WALL OR SHEAR WALL, SEE SCHEDULE DrowinQ Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. Architecture Design A, Planning ® 3045 N. Federal Highway, Suite #47 ® NCARB #62,910 Fort Lauderdale, Florida 33306 CA #AA26001234 PR (954) 917-5781 FAX: (954) 917-3503 Secl: EkniQnc4: JAZ sect na: 14-029 No - - JAZ AS SHOWN Checked: Dr:awin0 ne: ( -11 cnRVRinur —.11nr RRNCE — — .1— Rrcrkv[0. Ems BOCUNENT 01 Rims TNEREOr. NNy NOT BE 1E11OD00ED 11 eNy OR. 1e100T PEBNi55i0N. 4'-0' 4'-0' 4'-0' 3'-5' 214' -I 3'-5' 1'-9' 1' 3. 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SDI r 1p P223 � o P130 _ _ P134 I I I _ ____________ sN ro :o _ _ 7__n_ _______ __ _ __'��-6 3'-0' _ __ , 3'-0' II I ' m 5W 5W SUA = ___a_____�_________ Lv J I �^ I • 1 r r ' , Pi] B ' m P231 - - IP232 I I 1 ml I � p2.4 P75 1 I -7- -___J_____ _____J______- - I g I I I I I I I I i I I I I I P- --I I I I I I I ----L----J-----J rn y I GB/PILE CAP PLAN AT +9.67' NAVD PLAN UNLESS OTHERWISE NOTED, TOP OF PILE SCALE : In,:... 1'-0* . .e.......» ......_.......-... ..,. ... .,,K:...K nnru�rrn CAPS/GB[8`(') Ily I0' ([•9bl' NA—1 r,w� »n�nrr. or.�rcc,n. Grade Beam Schedule I Width Depth TOP MID BOT STIRRUPS NOTES GB11 22 24 (4)#6 (2)95 (4)#6 (8)#3 STIRRUPS 010'EA SIDE SCIERIM OF SUPPORT; BALANCE 024' GB 22 24 (4)46 (2)05 (4)#6 (5)#3 STIRRUPS 610-EA SIDE wlawlk OF SUPPORT: BALANCE ® 24" GB 3 22 24 (4)96 (2)45 (4)#0 (5)#3 STIRRUPS ®10'EA SDE xraruRwrtx rsaSs OF SUPPORT; BALANCE C 24" G81 4 24 24 (4)#6 (2)#5 (4)#6 (5)#3STIRRUPSOIG EASIDE OF SUPPORT; BALANCE ® 24' G81 22 24 (4)#8 (2)#5 (4)#6 (5)if35TRRUPS@10"EA SIDE [-xre+nn ymll rrE�55 OF SUPPORT' BALANCE 24" GB B 24 12)#8 (2)tS (2)#0 (5)#3STIRRUPS 010' EA SIDE Fx13�33a WITH zcm OF SUPPORT'BALANCE 24' FOOTING SCHEDULE 1 Width Depth TOP MID BOT STIRRUPS NOTES Elevation S 2 40 16 (1)#5 (3)#5 #5@IT BOT TRANSVERSE sae Ran NOTE. UILT IN MAX 4'-0' SECTIONS - STEEL IS NOT CONTINUOUS TFIROUGH CONSTRUCTION JOLNTS E OESIGxDA3GICAlI0x5 A103115 AAtx PE♦ Ms A15.10A /ADiiaFh M A1St0.13 IACN PE11510x5 A1519]0 t gvMEASIX1'a M()U1 Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA V* BRUCE CELENSKI, INC. Architecture Design & Planning ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Flonda 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 swl: D.aig�e: rroxr- no.. JAZ 14-029 r- JAZ AS SHOWN -, v - CNeckM: Drawirq n . S - I I I 1 I I I q I I ffi 1 1 I —L— —1 I 1 r _ — — I _ -1 --I I 1 I y P7 tl I P2A9 I I I I _ _{ 4 __ P259 P269 P261 r 1 I e I I a I 1 _ 1 I I SDI I 1 1 _ J I P2sa I I I 6 I 1 I I _ 1 —r- I I I I P1.a2 .a3 I P2.44 o I I - - I I I � L-- - P2p1 9 1 1 '^ I 6 I I 1 1 I I P].t6 i 41-1 I 1 I I i B I I r 19 6 6 S 61 II 1 I 1 1 ------�JI _----'--P7n-- I - I 9 P2J3 P1.la 0 - —J I I , , i___fig _ - 5DI 9 1 X- 6 1 I I P2b 1 6 1 1 _ 4'-I' I-2: 3'-b' 3'-B' l� 1'-II' '-I' 3'-0' 3'-0' -0 I'- 4'-0' — 1 1 —J h— 1 I I 1 O I I I 1 r— I 1 I I � 1 9 I I - I 1 I 1 1 I I I � � O I I ' I I 1 —J I 1 � 0 I - I I 1 � 1 1 —1 1 1 � 6 I 1 I I 1 , I L_ — 1 I � I - I I • 1 I I I I 4'-0' 4'-9' 4'4' I I I I I I I ro P116 l ip l I _ I m 1 m I SDI 1 -, o I I I m I i i _I , m P230 _ _________g _ ____________ I � 0 ' _______ ______ __ ______________ 1 sw sw d —1 0 4_0 m 4-T' ___ {: :_ __2: g• 3._0. ___3,-0, _ II _ _______ _________+__— `_�____ _— I � 5W 5W � P233 L1• F � 0 P21 p IP232 I 9 I s . .-��I 3 -2. G9101 ---_y ( I Y' 1 , ../ , - I 7 r— I ----- j sun sun I s,D I sm I I ml I 9 I I I I m1 I 9 i I vl I I� I sua su# I m r— i I I I I I = 3'-4' I I I ^• I IA- 3' 4' 2'-I0' d'-0' 4'-9' 4'-6' 3'-W 4'-3' 3'-4- 3'-4' 4'-0' 4'-6' 3. l' n I 1 m I I I I 1______ ------ ------- L------ ------ 1------ L----- J__—___1------ L----- J Grade Beam Schedule ID Width Depth TOP MID SOT STIRRUPS NOTES G8101 22 24 (4) #6 (2) #5 (4) #8 (8) 93 STIRRUPS G 10' EA SIDE Lxre+,oP OF SUPPORT; BALANCE G 24" 10102 22 24 (4) #6 (2) #5 (4) #8 (5) 93 STIRRUPS G 10' EA SIDE rnEpUR OF SUPPORT: BALANCE G 24- GB103 22 24 (4)#6 (2)1R (4)#8 O)#3 STIRRUPS G I(r EA SIDE rrtexlro6HlHPe S OF SUPPORT; BALANCE G 24' GB104 24 24 (4)#0 2)#5 (4)#6 (5)#3STLRRUPS G 10-EA SIDE ecl�rla OF SUPPORT; BALANCE G 24" GB105 22 24 (4)46 2)45 (4)#6 '5)#3STIRRUP5@10-EASIDE oclatloa lvrta rs�s OF SUPPORT;BALANCE 24- GB706 B 24 (2)#6 2)tS (2)#6 (5)#SSTIRRUPS GID"EASIDE oc1EROR 14�1H�� OF SUPPORT' BALANCE 24' AND/OR 12' DROP FOOTING SCHEDULE ID I Width I De th ITOP MID SOT STIRRUPS NOTES Elevation I I SW2 40 18 (1)#6 (3)1S 95012-BOTIRANSVERSE Bce Llm, SW3 44 18 (1)05 TRANSVERSE SaD Rar, :NOTE: BUILT IN MAX d'-0"SECTIONS -STEEL IS NOT CONTNUOUS FZ;ELEV.:(-) 12'-10'' ,BITE WALL FOUNDATION PLAN SC4LE : 114' a I'-0' le 2— eovw,Dxr .x„rtre, ---I. Tws Doeu«cx, on —Tx ,xrvrnr ,,.. wn, Da K—Dueso 1 txx roa« wrtxDDr aca«IssiDx. Dcslcx veluTlwrs 2o16Dsn OE6IGNCV�:IUTKK4 At6D:8 uml rcvmaxs mu.lau Mai8EV61gv5 Nt5.0910 Drowing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®Allir � BRUCE CELENSKI, INC. Architecture Design & Planning 3045 N. Federal Highway, Suite #47 MID® NCARB 462,910 Fart Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 Seal: D..Ie,Ke: Pre,jece „e: „•'""'a""�, JAZ 14-029 JAZ AS SHOWN S -4A I1'-5• I1'-4' 2'-0' 6'-m• 2'-0' 4'-6' T-10• I-08 V-4' _ 10'-2' I `-O'. 2'-8' .2'-0' 13'.2' 3'81 ._ 4'-5- 8.1 FRANGIBLE WALL FWI FRANGIBLE WALL Fan CII R FRANGIBLE WALL �♦•♦•.B. C2 C5 FRANGIBLE WALL ELEv.:I-) T-9 1/4'' WALL + + + + r + 9 9 = C] + + + --RANGI89E WALL + + + + + + - +,__ + ' i�52a-Yy ih O + + + + + + + + + + + + + + 3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + cB m a TOP OF WALL EL: (-) 4'-6' BASEMENT FLOOR WALL AND COLUMN PLAN SCALE : I/4' a I' -ID' ©2111 COP-11T 11-T«T NNNCE C-11. INC 11 "GIT, NEE—D. THIS DOCUMENT ON RIM TNTN10 , — NOT BE REPRODUCED 1N — IORI —TOUT PE—SOO.. e + + + +p + + 12'-lm" + + ELE Tly) 8 6T + + COLUMN SCHEDULE ID Size Mat. Vertical Steel Ties Other C1 8"x12" CONC. d #6 VERT. #3 TIES 8" C2 S"x12' CCNC. 4#7VEFIT. #3TE5 8" T1 S 8' 1 x E C9 12"x12" CONC. d #7 VERT, #3 TIES 0 V C7 L7 ' 3 ' 8' E S 8' C71 14'x32' C. 12) V RT. # TIE C12 16'xd8' C. 16 EVERT. 03 TIES 0 8- 4' C14 8"x C C. 5 V RT. TIE C15 12'x33" CCNC. 10 #6VERT. #3 TIES 8" ri S L SC2 5'XS'X1/d' HSS STEEL NA NA SC3 5"X5"X3/8" HSS STEEL NA NA SCd 8")Q3"X1/2" HSS STEEL NA NA S06 TX7'X5/8'HSS STEEL NA NA L SCS 8"XB"X'0Ir HSS STEEL NA NA SC11 8'A8"X1/4" HSS STEEL NA NA RCC WALL SCHEDULE ID STRENGTH WALL THICKNESS VERTICAL REBAR HORIZONTAL REBAR SW 1 4000 PSI 8 #5 12" O.C. EA. FACE #5 12" O.C. EA. FACE RW / d00D PSI 8 #5 12" O.C. EA. FACE #5 12" O.C. EA. FACE P I i 1 F 1 C RCW7 4000 PSI 12 #5 12" O.C. EA. FACE #5 � t2" O.C. A. CE CR FRANGIBLE WALL SCHEDULE I ID UNRSTRENGTH WALL VERTICAL HORIZONTAL REMF. THICKNESS REBAR FW1 1900 PSI a #5048" 9GAGE GALV. 018' FOUNDATION NOTIS COLUMN .AND FOOTNG CENTERLINES, SHALL COINCIDE UNLESS OR1=-NSIONED OTH=- VISE. REFERENCE ELEVATION-0'-0', SEE SUR` Ey PLOT FOR NGVD AND BUILDIMs ORIEN T ATION FROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE In' FELT PAPER AT THE JOINT. WINDOLLB, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR ifF-5 AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAM WG5 AND WITH THE MANUFACTURERS 5PECIF CATIONS. USE ARCHITECTRRAL CENTER LINES FOR EXACT POSITIONING. ONDICATES 5 vE FMCAI- REIN: ORCIW.z BAR UN.O. IN CELLS FILLED WITH GROUT ENDS OF REBARS SHALL BE PCCI-ED INTO FOUNDATION, BOND BEAM OR TIE BEAM5 WITH AN AV STANDARD 90 DEG. HOOK O INDICATES CELLS GROUT FILED WITHOUT VERTICAL REIN,ORCIH, REBAR REBARS SHALL BE PLACED A5 SHOWN IN THE PLANS, SPLICES IN RENFORCNG BARS SHALL NOT BE LESS THAN 4 BAR DIAMETERS (5 • 30'.'i = 42'), AND REINFORCING SHALL BE CONTINUOUS. REINFORCNG FOR FOJNDATION SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES CF R EACH B WITH THE ADDITION CF A CORN'cR BAR 30' ALONG EACH LEG, FOR EACH BAR N FOWDATION FROVIDE A COMPLETE TREATMENT FOR THE PRE` = 710N OF SUBTERRANEAN TER111TE5. TREAT cNT SHOULD BE N ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPA.Z ENT OF AGRICULTURE AND CONSUMER 5ERVICE5. WALL LEG -_ND ®9' OR I]' G"N F� ISLE WALL IW 5 e16- Of- x ALL CELLS FILLED SOLID. JOINT FRANGIBLE WALLS IN ALIGNMENT WITH JOMT5 IN FOOTING B' CMU BEARING WALL W/ 5 e46' O.G. ®8' CMU FRANGLE SITE/RETAINING WALL W/ 5 c16' O.C. 4 ALL CELLS FILLED SOLID. JOINT FRANGIBLE WALLS IN ALIGNMENT WITH JOINTS IN FOOTING Nc: Revisioru / nubminsionn: Dote: ES1Gxf1A961GilIXd mr r." 9E51fN l:lAWiGix1.5 nurz OESIGN0..W0GPCA5 AtM15 D69GNtW4FlGTxM ID161X19 DESIGNG,WFlGlxk6 —1. O'6x41c-R—iNN5 .U16Li16 I,gCHIC-NSIONS A15.10A OE mctRRR1GMY5 AtEd1B A9'S12NSION6 ID1A10.11 DES. a MRIAMN5 ID1EX2z ARCH R"cN51C1'6 IDt5D1.ID Drawin0 Titic: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. T® Architecture Design & Planning ® 3045 N. Federal Highway, Suite #47 NCARB 462,910 Fort Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 Seel: pea;�,e4; Pcojec JAZ �14-029 JAZ AS SHOWN "`G 9�`" cl.eeke4: wewl.N ,w: S_5 v+ + + + + + C-) T-Im" + + ELE T.:(-) S'-oT + + CII _'c WALL FWI _ -4 — C5 COLUMN SCHEDULE ID Sim Mat. Vertical Steel Ties Other G7 8'x12' CONC. 4)#SVERT. 43 TIES C e' C2 8'x7T CONC- (4)#7VERT. 03 TIES Q 6 _____ --------------- \ , 5 0' -• 7 5' 3'- -0 I. .�0 '�` l! 3 -9 .-3 __ SD4 8 37' C. 8) 7 R . 8- /CT i T Cal 12 x C E C9 12'x12" CCNC. (4)#7VERT. #3TIES 09- p C7 4 7 3'8' 74"'a32' C C. 12) V RT. a TIE C12 16"x48' CONC. 16 #7VERT. #3 TIES 0 Or �T f - \ ➢ ---- 4 8"x C. 5 V RT a 71E AtS X = \ R \J C15 12"03" CONC. 10 #6VERT- #3 TIES 0 8• SC2 S-)5"X1/4"HSS STEEL NA NA J� I SC3 5"X5'X3/8" HSS STEEL NA NA SC4 6'XB'X12' HSS STEEL NA NA CG 0 g SCB 7'X7'X5/8'HSS STEEL NA NA SC8 MI'X5/8"HSS STEEL NA NA + + + FRAHGI69E WALL + + + + + + - + + SC11 6'XB"X7/4•H8S STEEL I NA NA Co - --- - � +� + j mw +; wow 'I+ RCC WALL SCHEDULE + + + + + + + + + + + + + + 3 ID STRENGTH WALL THICKNESS VERTICALREBAR HORRONTALREBAR + + + + + + + + + + + + + + SWt 4000 PSI R. #5 1Y O.C. EA. FACE #5 IT O.C. EA. FACE " + + + + + + + + + + + + + + RW 1 4000 P51 8 #5 12" O.C. EA. FACE 95 12 O.C. EA. FACE It ^ X ____ _____--'Y 1 q5 ~ 0 a0 4 P I 1 f ' - _--- RC Wt 40M PSI 12 #5 12' O.C. FA. FACE #5 12" O.C. ACE __ TOP OF WALL EL (-) 4'-6' m_ w FRANGIBLE WALL SCHEDULE - -_ _ WALL VERTICAL a, m UNRSiRENGTH HORpa4TAL REINF. . J O -_- THICKNESS RESAR 1em PSI 8 #5048' 19GAGE CALV. Q 1S" d • ^.. �- __1 - ___ FOUNDATION NOTES 1 Q ___ ______ _ ' COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE "LESS DIMENSIONED 1� N --- O i HERWISE. SD4 ' d ______ p 1 O-- -T REFERENCE ELEVA T ION +0'-O% EEE 5UJ1 1Y PLOT FOR IN VO AND BUILDING ____ ORIENTATION. PROVIDE 15OE 0L ON JOINTS FELT PAPER AT INTERIOR AND EXTERIOR SLABS ON GRADE: WINDOWS, DOORS AND ROUGH OPENINGS NOTED TO BE COORDINATED WITH THE WINAWINGS N TWIITH AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. USE ARGHITEGTRUAL CENTER LINES FOR EXACT POSITIONING. 13 INDICATES S ERTICAL REINFORCING BAR, UND. IN CELLS FILLED WITH GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE 0- y BEAM5 WITH AN ACI STANDARD SO DEG. HOOK - Q INDICAT9 CELLS GROUT FILED WITHOUT VERTICAL REINFORCING REBAR 2 3 TOP OF WALL 4 REBARS SHALL BE PLACED AS SHOWN IN THE PLANS. SD4 SD4 ELv !-J l'T' SD4 5PLICE5 IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (5 30%'1 42'), AND REINFORCING SHALL BE CONTINUOUS. O O w REINFORCING FOR FOUNDATION SHALL BE O CUS AROUND CORNERS AND CHANGES OF DIRECTION WITH THE ADDITION OF A GOFdJER BAR 30' ALONG TOP OF WALL T P OF WA L T P W L T4JP OF W4 L - P OF WA L T P O? WA L T P WAL T P OF WA L T P OF WA L T P OF WAL T P OF W L EACH LEG, FOR EACH BAR IN FO"DATION. EL, (-) l'-l'l'-l'-6' ( _ E .: (-) 6'-I!-) B' PROVIDE A COMPLETE TREATMENT FOR THE PREveNTIO.N OF SUBTRRAN=AN TER-h-.ES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. WALL LEGEND T'-e' 1'-0' 3'-0' 7'-0' 3'-0' 2'-0' 3'-0' 1'-0' 3'-0' 7'-0' 3'-0' 3'-0' 3'-0' 2'-0' 3'-0' 7'-0' 3'.0' 7'-0' 3'-0' 2'-0' 3'-0' B' OR 17' CMJ FRANGIBLE WALL W/ 5 e16 O.C. a ALL CELLS FILLED ® SOLID. JOINT FRANGIBLE WALLS N ALIGNMENT WITH JONT5 N FOOTING e' CI1U BEARING WALL W( 5 -48' O.C. ®8' C11U FRANGLE SITE RETAINING WALL W/ 5 o16' OL. c ALL CELLS FILLED SOLID. JOINT FRANGIBLE WALLS IN ALIGNMENT WITH JOINTS N FOOTING BASEMENT SITE WALL PLAN SCALE : 114' • I'-0- FRCN R[NSUxS A1s.1BA �SIGNC{AabiC iI0N5 A16p511 ARCH RE4ECN AE.10.11 PRCHRENSRINS AE19A Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. Architecture Design & Planning ® ® 3045 N. Feeeral Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Flonea 33306 CA NAA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 Seel: E><xe— Project ro: JAZ 14-029 - - JAZ AS SHOWN n2o1a COP GHT AR-TECT 11— cE1 —. — Al R,CHs RESE—. THE 0—ENT oR PARTS Txcxcor. — — BE R1111110EB 11 A.r — r,11.00 PE.ISSIo.. L-L—LLLLLLLLLLLLLLLLLL2MjCLL LL LLL_LLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLEA"LLSLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLC'�()l-:! 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DROP BOTTOM MOST BARS 2 i/T CLEAR FROM BOTTOM FORM �- NOTE -STIRRUPS ARE ONLY SPECFED WHERE REQUIRED FOR STRENGTH. STIRRUPS MAYBE PLACED AT THE CONTRACTORS OPTION FOR BAR SUPPORT I NOTE EXISTING BEAM OVER OPENINGS SHALL BE DEMODAND REMOVED BEAMS SCHEDULED ABOVE TO REPLACE EXISTING OVER OPENINGS. DRILL 8 EPDXY NEW BEAM STEEL PTO ENSTNO WALLS WITH HILTI HIT HY 1502 PART EPDXY (AS REOUIRED) .NOTE: CB121CS125ARE BEAM CAPS AT TOP OF FRANGIBLE WALLS AND HAVE KEYWAYS _ SEE DETAIL Tlcam 1111TOM OF TIE 1E115 HAY BE DROPPED TO AC-CQ"IODATE WkDOL HEAD `EGIfiS. PRONDE ADDITIONAL (2) 5 BAR9:OR EACH 0' DROP. CONTRACTOR TO vERIFY ALL DIMEN91ON9. REPORT DISCREPAIYIE9 TO THIS ENGINEER PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWN-G9. THE BEAM DEPTHS HAVE BEEN SET ACCORDING TO THE ARCHITECTURAL RELYUIREMENTS FOR WN, /DOOR HEAD HEIGHTS. CONTRACTOR TO VERIFY DEPTHS AND EFFORT D—REPANCIE5 TO 7HI5 E ,WEER IMMEDIATELY. ALL CONC2TE BEAMS DEEPER THAN 17' SHALL HAVE NOMINAL e' BEARING ON SUPPORTING MASONRY. ALL STEEL 5EAM5 TO HAVE BEARING TOP OF BEAM. IT- WLE55 NOTED OTHERWISE LIVE LOAD . 60 PSF FOR BALCOJY 100 F'SF FOR GYM 4 F— FOR OTHER AREAS DEAD LOAD . (SELF Y--T OF SLAB) • 25 PSF (SOL) RRUIFBM191T5 2MSt010 IESI6NIAWFN'gi A1m. A4O1 aNLWOnS A1S14U MOi KcN50`6 AISD9Y1 D.awina Tit - THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. Architecture Design & Plonning ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale. Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 Sml: Desig,etl , • ProJac. - JAZ a14-029 JAZ AS SHOWN 81" 4* 4- 151-21 LL LL LL LI ------ -- L L . L- L LL-EL L E L L LLQI-� I I I I LLULLLLLLLLLLLLLLLLLL[-JLLL LLULLLLLLLLLLLLLLLJ=ML= Far, .00K II,TQ 5--API 1 \: ;!I . SLAB EL TRlnLS 5D. uNLL EL, 4'-0' 211-01 2 Is'-2' c9 I= IN A ONE MAIN 1 ST FLOOR WALL& COLUMN P L AN 5CALE : 1/4' - V-0' @2— COPYRIGHT IRCHNTECT BRUCE CE-1. INC. IU RIGHTS RESERVED. THIS BONUKHT OR PARTS THEREOF. .11 HOT BE BEIRODICED IN — PORN MTHOUT 'ERIISVON. ELEV.:-0;-0'1 I ELEV.:(-)1'-0" ELEV.;4'-O" OR 10--0- 4\ ELEV.;(-)T-S" 22m ENSI D—i, TIM- THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA A R C H I T E C T BRUCE CELENSKI, INC. Architecture Design & Planning 3045 N. Federal Highway, Suite #47 'C"'-S .2,910 Fort Lauderdale, Florida 33306 CA HAA26001234 PH: (954) 917-5781 FAX (954) 917-3503 —par— P'-j JAZ 14-029 JAZ AS SHOWN -7 ;LS, J. 65214 W x43 gD3 �r+ w►i�►�w�►�:� Nb TOPPII, C5 c3 0=11 TOP 6 RTEL 4'-0' WIBXIIe TO. 55 EL 12'-0' THC mmil IIIIIIIII la 1 1 NC�A,:� � I �I....:�ilr�riili\I ■` 2ND FLOOR FRAMING PLAN SCALE : 1/4' = F-0' TOP OF i5-10'-10' UNLE55 NOTED THEFZJ15E TOP OF STEEL BEAM UNLE55 NOTED OTHERWISE ©2DI3 CORYRIOHT ♦RCHrtECT BRUCE CELENSKI. INC. 4u RIGHTS RESERIED. THIS DOCBMEH1 OR PIRTS THEREOF. N 107 BE REPxooU__D IN •NY FORM WITHOUT PERMISSION. + t t + + ELEV: .17'-0"-F=LEv.:•9'-I0" + ++++ +++++ Beam Schedule ID Width Depth TOP MID BOT STIRRUPS NOTES Elevation T8200 8 12 (2) #5 - (2) #5 (5) #3 a 12" O.0 FROM EACH CORNER. BALANCE @ 48" SEE PLAN CB201 8 10 2 #7 - 97 #3 STIRRUPS 8' SEE PLAN CB202 8 3d #7 205 #7 #3 STIRRUPS 6 SEE PLAN CB203 8 10 #7 -- # .35TRRUBE 8' SEE PLAN C8204 8 34 #7 2 #5 # #3 STIRRUPS a' SEE PLAN C8ID5 8 23 95 2 #5 #5 #3 STIRRUPS 8' SEE PLAN CB208 8 36 2 #7 4 #5 #8 R3 STIRRUPS ,r SEE PLAN C8707 8 14 #6 #6 #35TIRRUPS 4" GNTIEVBi SEE PLAN 0208 12 20 #8 ;% #3 STIRRUPS 4" SEE PLAN Cli 8 20 2 #8 #8 tY.i STIRRUPS 4- SEE PLAN ____— .._ _-t__B _ ___.. --_l NOTE :BEAM DEPTHS HAVE BEEN SET N ACCORDANCE WITH ARCHITECTURAL ELEVATIONS. FIELD VERFY AND REPORT DISCREPANCIES TO FOR PRIOR TO CONSTRUCTION NOTE: TOP.(4)95 BARS SHALL BE CONTNWS WITH THE TIE BEAM. DROP BOTTOM MOST BARS 2 1? CLEAR FROM BOTTOM FORM NOTE: STIRRUPS ARE ONLY SPECIFIED WHERE REQUIRED FOR STRENGTH. STIRRUPS MAY BE PLACED, AT THE CONTRACTORS OPTION FOR NOTE : E7�71NG BEAM OVER OPENINGS SHALL BE DEMOD AND REMOVED. BEAMS SCHEDULED ABOVE TO REPLACE EASTNG OVER OPENINGS. DRILLB EPDXY NEW BEAM STEEL INTO E105TNG WALLS WITH HLTIHRHY1502PARTEPDXY SREQUIRED ,c.mno dui Y� _--------- P I- FRAMINGN TE BOTTOM OF TIE BEAMS MAY 3_ DRO-D TO A -ORATE WINDOW HEAD HEIGHTS. PROVIDE ADDITIONAL (2) 5 BARS FOR EACH W DROP. w ---v CONTRACTOR TO K_RIFY ALL DII-ICN510N5, fZPORT OISCREPANCES TO THIS E!H INFER PRIOR TO CONSTRICTION. DO NOT SCALE DRAWNGS. THE BEAM DEPTHS HAVE BEEN SET ACCORD T. THE ARCHITECTURAL REI UTPS -IENiS POR WtaOLIDOOR HEAD .EIGHTS. CONTRACTOR VERIFY T DEPTHS AND EFFORT D15C�PANCIES TO THIS ENGMEER II-iT_DIATELY. ALL CONC�T BEAM5 DEEPER THAN 2' SHALL HAVE NOMINAL 5' BEARI. G D•v SUF'PORin.IG nASp RY. ALL STcL SEAMS TO HAVE BEARING TOP OF BEAM . I)'-S' UNLESS NOTED OTHERU5E GRAVITY LOADING LIVE LOAD . e0 PSF FOR BAL_ Imm F'SF FOR Gm ______ mPSF FOR OTHER A A5 DEAD LOAD . (SELF UEIGHT OF SLAB) - 25 P5F (SOLI Tr -10'-10' Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA IF* BRUCE CELENSKI, INC. Architecture Design & Planning ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lautlertlale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 5°°I: p��gnM, Proj<c JAZ �14-029 JAZ AS SHOWN l�-m• I'-0• I�-�• b• L > 18• �• 2ND FLOOR WALL & COLUMN PLAN SCALE: 1/4• - I'-0' +++++ +++++ +++++ + ELEv.:.9'-la"+ + W i�L:b:I:Il2k�;:6U:iF Drawing Title THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA IF* TArchitecture BRUCE CELENSKI, INC. Design & Planning ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 Excel: >keiB,ed: JAZ Protect m: 14-029 °= Y, _ JAZ AS SHOWN -Deg�a,0a - ✓ I�w dam.° ©—B E.11 1 .—EDT BRUCE CEEERSxi• —. -LL MOMS RESERVED. Rxia -- OR 1.- —REOr• x Or BE R[PRO-ED 11 - rORx wiixOUr PERxiSSiox. 3RD FLOOR FRAMING PLAN SCALE : 1/4' = F-0' TOP OF TB .22'-I0' UNLESS NOTED THEPollISE TOP G 5TEEL BEAM •23'-3' UNLE55 NOTED OTHERWI5'c Beam Schedule ID Width Depth TOP MID BOT STIRRUPS NOTES Elevation TB100 8 12 (2) #5 (2)#5 (5)#3 ® 12- O.0 FROM EACH CORNER, BALANCE ® 41r SEE PLAN CB301 8 54 #8 1 6 #5 2 #8 #3 STIRRUPS tib 8' SEE PLAN CB302 8 10 #5 2 #5 #3 STIRRUPS a 8' SEE PLAN CB304 8 201 14 #® 2 #8 #3 STIRRUPS Q 4' cIINTIEVBi SEE PLAN CB305 8 20/14 98 2#6 #3 STIRRUPS 0 4• —UT SEE PLAN C8308 1 8 1 23 / 17 #6 2 #8 1 #3 STIRRUPS @ 4- UMtEVER SEE PLAN -- -- -°--- - -- --- - -- = ... .... - - Y AND R -- - CR P-_ ... O tE :BEAM DEPTHS HAVE BEEN SE7IN ACCORDANCE WIM ARCHRECTURAL EtEVATI�15. FIELD VERIFY AND REPORT DISCREPANCIES 70 i PRIOR TO CONSTRUCTION _ T_ . T :TOP (d)#5 BARS SHALL BE CONTINWS WfiH'fHE TIE BEAM. DROPBOTTOM MOST BARS 21/Y CLEAR FROM BOTTOM FORM fEWITH LE :STIRRUPS ARE ONLY SPECIFIED WHERE REQUIRED FOR STRENGTH. STIRRUPS MAY BE PLACED, AT THE CONTRACTORS OPTION FOR tE : E)aSTNG BEAM OVER OPENINGS SHALL BE DEMO'D AND REMOVED. BEAMS SCHEDULED ABOVE TO REPLACE EASTING OVER ENINGS. DRILL 8 EPDXY NEW BEAM STEEL INTO EXISTING WALLS WITH HILTI HITHY 150 2 PART EPDXY S REQUIRED B' THICK CN= -WAY CONCR=TE SLAB (4000P51) WITH 9 a 13' OL. TOP ( BOTTOM EIT IN DIRECTION OF THE ARRaW, •4 . I]' OL.TOP ( BETTOR .-TICEMENT IN VERTICAL DIR=GTION 6 LN'e AQROW ROER FRN-IT13 NOT_9 BOTTOM OF TIE BEM- MAY BE DROPPED TO ACCOMODATE WN— HEAD HEIGHTS. PROVIDE ADDITIONAL (2) 5 BARS FOR EACH 5- DROP. CONTRACTOR TO - , ALL DIFI=NV1 - RPORT D-CREP/YlCIEB TO THIS ENGINEER PRIOR TO CONSTRICTIOI DO NOT BCALE DRAWINGS THE BENT DEPTHS HAVE BEEN BET ACCORDING TO THE ARCHITECTURAL r =IrEIT_NT5 FOR WINDODUDEOR HEAD 14=1-5. CONTRACTOR TO VERIFY DEPTHS AND REPORT DISCREPANCIES TO THI5 ENGINEER IMMEDIATELY. ALL CONCRETE BEM5 DEEPER THAN o' SHALL HAVE NO'INAL 6' BEARING ON SUPPORTING MASONRY. 4L STEEL BEAM5 TO HAVE U4' STIFF_lJER9 AT BEARING TOP BENT 23'-9' UNLESS NOTED OTHERJ115E GRAVITY LOADING LIVE LOAD • 60 P5F FOR 941- C T — P. FOR GYM 40 PSF FOR OTH=R AR=A9 DEAD LOAD • (SELF RIGHT OF SLAB) - 25 P5F (5DL) T/TB.22'-10' 10 I 0EffiNMIrYATg Oo IDISI215 aE9ev MRYIGiXWS A1fi.OtA GSGNQMIFTA1NM'S A1SIIIJ 0E9GNQPA31GTpt6 A16.OS[B PdJ"IREYlS10.45 —ItA All 9E9UQARFI14T10.48 IA19L1.18 D—ine Title: T?B 2.Im THE ROBINS RESIDENCE 3B33 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. T® Architecture Design & Planning ® 3045 N. Federal Highway, Suite NCARB #62,910 Fort Lauderdale, Florida 33306306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 5m1: Deaipad: P-j.c no. JAZ 14-029 1 JAZ AS SHOWN c�Ydre p S -10 .......... dw: n>A„ ..— ".—..... ... ... — .....— .w —u— - P.PTs TH.RT.. ,... — 11 11PROD— IR .NT 1— -10U1 —15SIol. - 0 I' — d 7'=63-10 7-0' — - _ ... - .... ....... ..u. ...,a........ ..a............ ------ ------- mTO.WALL i ' -' ..... ED CIS w m _ Q -L. -5- .......... ................. '•' ...•:::.'..'.'.'.'.• ' .... z'-a• r-Im- m-n TO. WALL EL:73'-a' n'-u u'- e• e 3RD FLOOR WALL & COLUMN PLAN SCALE : 1/4' - I'-0' ►YYYYYYYYYYI ►YYYO:�:�A��Q�YYYYYYI ►YYY^Y��FYa!aYaY�Ya�YY� ♦YYrY�Y�Y'�♦ ►YYYYYY�Y�Y� ►Y��YYYYYOYOY�Y�Y�Y�� ►�YYY�Y�YYY�YYY�YYYYYYI • • O„ • (DX�ICRB55LA5 141 91 • • • • m OESIGNLIA4FIG1gN5 A16-01.11 �ES4ilpAPYICAignS 1016W1B DESIGN LIA9f1G—: EEIIE OESICNdIF&1G2 A1SO PAolmIsm 2il- 0rawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. T® Architecture Design Planning MD3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Ronda 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 Seal. Deaiq,ed: P�aject ro. JAZ 14-029 �e�+ ceue�. Drown: 5<al.: JAZ AS SHOWN •,.-tt.eat �o�e S - 1 1 mw �mw m� T,CB406 Zci b to Tre, .: • -39'-0' N9° a xe'XI/�• Gli 33'-10• /C540, s'-0• 2S -5. D, T/CB40T 32�'-<, T/CB408 TIC SCALE : 1/4' - 1'-0' TOP OF TB 33'-10' UNLESS NOTED THERWI5E TOP OF STEEL BEAM .34—Y UNLESS NOTED OTHERWISE ��t_t_ti �non�nol � • • ROOF FRAMING NOTES BOTTOM OF TIE BEAMS MAY BE DROPPED TO ACCOMODATE WINDOW HEAD HEIGHTS. PROVIDE ADDITIONAL (2) 5 BARS FOR EACH 8' DROP. CONTRACTOR TO VERIFY ALL DIMENSIONS. REPORT DISCREPANCIES TO THIS ENG-INER PRIOR TO CON5TRUCTION. DO NOT SCALE DRAWINGS. THE BEAM DEPTHS HAVE BEEN SET ACCORDING TO THE ARCHITECTURAL REQUIREMENTS FOR WINDOW/DOOR HEAD HEIGHTS. CONTRACTOR TO VERIFY DEPTHS AND REPORT DISCREPANCIES TO THIS ENGINEER 1i. EDIATELY. ALL CONCRETE BEAMS DEEPER THAN 12' SHALL HAVE NOMINAL 5' BEARING ON SUPPORTING MASONRY, UNLESS NOTED OTHERWISE, ALL BEARING 15 .34'-S' GRAVITY LOADING LIVE LOAD - 100 PSF FOR RTU AREA 20 PSF FOR OTHER AREAS DEAD LOAD - (SELF WEIGHT OF SLAB) • 25 PSF (SDL) WIND LOADING ASCE 1-10 ENCL05=_ MEAN ROOF HEIGHT EXPOSU2 D BUILDING- CATEGORY / RISK CATEGORY II WIND SPEED ISO MPH VELOCITY PRESSURE - 4138 PSF (WORKING FOR ALLOWBLE INTERNAL PRESSURE COEFFICIENT • ./- .18 (ENCLOSED) 10 PSF USED FOR DEAD LOAD IN CALCULATING NET UPLIFT PRESSURES. FOLLOWING UPLIFT PRE55URES BASED ON Atrib=10 5, ZONE I WIND UPLIFT 55.SI PSF. ZONE 2 WIND UPLIFT 53b1 P5F. ZONE 3 WIND UPLIFT 141.ISP5F. ZONE 2 WIND UPLIFT (OH) 6S,01 P5F. ZONE 3 WIND UPLIFT (OH) 141.15 PSF. FOLLOWING PRESSURES BASED ON Atrib=20 5F ZONE 4 4 5 MAXIMUM POSITIVc COMPONENT AND CLADDING PRESSURE = 62.58 PSF ZONE 4 MAXIMUM N=GATIVE COMPONENT AND CLADDING PRESSURE _ -6856 P5F Beam Schedule ID Width Depth TOP MID BOT STIRRUPS NOTES Elevation TB100 8 (2) #5 (5) #3 @ 12- O.0 FRCM EACH CORNER, BALANCE @ 48- SEE PLAN C8401 8 #5 #3 STIRRUPS 8" SEE PLAN CB405 8 f72 #5 111 B" SEE PLAN CB406 8 #5 1VY0 #3 STIRRUPS 8' SEE PLAN CB407 8 241 #5 a> #6 (4) #7 O ROWS 93 STIRRUPS e' SEE PLAN C3408 16 19 (3) p6 (3) #6 #3 STIRRUPS 8- SEE PLAN C8409 12 19 (3)#6 (3)95 #3 STIRRUPS �S nEVLioaToasre aF CANiLC-V HY B54 N:3G NTO SEE PLAN CB411 20 32 2#5 #7 #3 STIRRUPS E SEE PLAN CB412 8 24 2 #5 #6 #3 STIRRUPS S- SEE PIAN CB413 8 24 t2#6 2 #5 lVJ(4) #7 S #3 STIRRUPS ® 4- SEE PLAN C8414 8 32 2 #5 47 #3 STIRRUPS 4" SEE PLAN CB415 8 24 2#5 #6 #3 STIRRUPS SEE PLAN CB416 8 10 (2) #5 #3 STIRRUPS @ 4" SEE PLAN PRIOR TO CIXJSTRUCTION coccn aci RVHwvrtwarvi,c vn in hrtT.rn �ci. i�rw�acvn i�vrva. new vcn�rT nrvv rccrN�rt�RnouTcrNarvutco iv curt NOTE : TOP 4 #5 BARS_SHA_ LL_ BE CONTNOUS WITH THE TIE BEAM. CROP_ BOTTOM MOST BARS 2 1/2- CLEAR () FROM BOTTOM FORM NOTE : STIRRUPS ARE ONLY SPECIFIED WHERE REQUIRED FOR STRENGTH. STIRRUPS MAY BE PLACED, AT THE CONTRACTORS OPTION FOR BAR NOTE : E%15TNG BEAM OVER OPENINGS SHALL BE DEMOD AND REMOVED. BEAMS SCHEDULED ABOVE TO REPLACE ENSTING OVER OPENINGS. �J-�f>•]JM'Lf110......... ARGIfLNlg0N5 2[n&1Dn OESRiV r1ARRGilON3 &-. aRnIREY00N5 A1B.W]0 DESRN MT.-IGMINS A1E.1t10 Drowine Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA F: BRUCE CELENSKI, INC. AT® Architecture Design Planning ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fart Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 _�� Deai4ned: Proje ne. JAZ 14-029 JAZ AS SHOWN .' _ CFecketl: P-awing ro. �Y:��n�.r��•� Ytlrmuing S- ■lam ea dcs: C2013 COPYRIGHT .RC111ECT BRUCE CEILNS". INC. ♦LL NCHTS RESERKD. TN6 DOCUMENT M P4RTS THEREOI, NNY NOT BE REPRODUCED IN — 1111 w#HDUT PERMISSION. ROOF PARAPET PLAN SCALE : 1/4' . 1'-0' PARAPET WALL BE S' CMU WITH 5 0 45' O.C. UNLESS NOTED OTHEFZJISE. ARROI113 INDICATE SLOPE AT 1/4" .—R FOOT TO DRAIN (TAPERED, BUILT-UP INSULATION ON ROOF AND SLOPED SLAB ON BALCONIES Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®_ A R C H I T E C T T® BRUCE CELENSKI INC. Architecture Design & Plonning 3045 N. Federal Highway, Suite #47 ® NCARB #62,910 Fort Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 Sent: Designed: Project n . R14-029 JAZ - H�. JAZ AS SHOWN eHeeked: wawa¢ ng. n,n„ .ne., — .e.,.:..., -- «:-- .e' .:: ,r,..e orIMED. *wiz W—r„e - R.R.e e—rnr u., — 11 11111Duesu 11 .Hr 10RI WITHom R .1— GENERAL NOTES r�RLno_E2 IATED CALCULATIONS HAVE BEEN PREPARED N ACCORDANCE WTH THE 1010 EDITION OF TIE ER SHALL REVIEW DRASINSI N THER NTI ETY BEFORE STARTING : F- TW= BJILDER SHALL ACCEPT FULL —ITT-TI.`Oe_= Eh. 90R O`�i �iOn IT NOT N T_PORTE�DI—IATAg� N ISEITNIS TO TUI�EWYN�R BY NPOC-ATICn DEPICTED WTUN AVD IT S A95N ED TUAT Tu= BUILDER uA5 EADTAb u T.E-`Y ND5 T'L= NOTES BELO.u. STRTURnl DRAWNGS SHALL BE HEED 11 COUHN—OH Wtru JOB SPECIFICATONS AND ARCNnSCHANI ITE—SuIL, CAL, ELCECTR_A 1U' —, AND SITE DRAwN'S. DRCON —T ARIu1TEcruR4 DRAN115 FOR SLEEVES, OEFFEE-ONS Ab OTHER DETAILS NOT SUOJN M STFUCTURAI DETIL5 AND cTIONS suO:N ON TUE DR 'MHOS ARE INTENDED TO BE TYPICAL AND 51LLS BESTR:NED TO APPLT TOLANY 3, LAR SINATION ELE—Fe ON THE PR OJEel. EXCEPT NEE A Dr; =OEM D_ AIL lE DO NOT ON5 A_ THE DRARRI-S. POLLOu ILRYTN DITENSIONS ONLY.ECI ANY D15CPAH=_S SUALL BE BIRDGM TO THEE EMI TIE E NMER PRIOR TO PROCEEDIIO — TE AP —SITED PART is THE YOCR. T.E !:R)CTJRE 15 DE51SNED TO BE 5ELF ELPFORTNG AND ETABLE AFTER THE BuIL-FS 15 COMPLETE. IT aHE CONTRACTORS RESPONEBILITY TO DE:ER'TNE — ION PROCEDJRES AND 9EOJENCES TO NEURE SAESTY OF THE ITS - 75 NG ERECTION YIS IIOLUDES TIE ADDITION OF NECESSARY SHORwA, SHEETOG, THE CONTRACTOR 51ALL 5YPPLE-FONT SURE "IRTUT REOJIRED FgINDar AND SrtE PREPARATION EOIRETTENTS AND SLAB -ON GRADE TUICXHE55 TO 1—' B cO.15T-- LOADS, IN NA PT1D4 T E FRATTwAxscnE SMDNN WLL ILOSE 1 PARAL 1RHAL 11-00E DESIGNERS LAYOS:JLt.NPDROVIDE I D AND SELL=_' SHOP ORAunNGS AND 1ALSJL1TION9 FOR APPROVAL. DW OP E cP ORA 5 IS FRE—RED AS 5 - DRAurtwS RILL BE RE—E. FOR GENERAL COMPLIM'CE WITH TIEDESIGN ITEM OF TUE_ CONTRA 1 DOCUtMS 116 OR TO vBRIFY DOTHLIANCE WTu TIE CONTRACT OODUTES AE TO OJANFJT TITY, LENGTH. ELEVA':NN9. DImNSION — ALL SUOp DRmNIFGS SHALL eE E.+E�v TO Sus+ITu- To TH=_ ARCHrtecTNE_ER ORA-0 BBM1T =D wT—: EVER WLL BE FREED BO.ueZe PROuIBrtp YRTuOUT TIRE EXP: 99 uden"TEN PE.R`II55ON5:RP'10ENYarvc RAU OF NW ICCP.: TRACT DOCK-EN'S)AQ- S ELL META S, TLORT� BCONTRY E CTT DOOFB.4T5 WLL CORN oRR THE SUOP 'RANI IS -DI WLESS OTuE_G!E IRE LOAD • NO PER rC P5F BC FOR ATTIC SPACES) D0 PY !.B PBF TC r IS PSF Bc) LOAD • a0 PEF. B cON, LI- LOAD • T00 PSF. CONCRETE DE9 HAS Be- P£RORT-S N ACCPRApAN.. WTH Act 310-0e. BUILONC. COOS RE:CJIRETIENTS FOR e—TURAL --I. CONCRETE nay PCP) I! -DAY CCFmRE591VE STRENGTI. FHL Rxi 5000 PSN WTH .4e WATER - CEN£NT —TO oW FOuuDAT1M5 A PSt . TO CETENT RATIO CONCRETE !Lu'P SHALL BE AS FO_LO:B: RN Eu—^ IN 1NOE5 A 61— SECTIONS, PA—ENTE, AND 5LAB5 n :u1n uNALL9COBu.-[-i9, WLLI, 51 b hTTE CLEAR COw_4 SHALLBE— BE: N1_g T 3)a' TIE a, UNWR'E —I E eELoy GeAJE E_� 5' PLACSG ORAU 5 Ab BAR LIST SHCO!FORT TO Ac.l:5 TtavJAL OF 5TANDARD PRACTICE FOR OETAILNG REINFO�RCED DOrrrRETE e:R�c:uREe. rACJ.ALL 3BJ DETAILS OF OON I EPFas.EPE1Ni SHALL BE N ACrORDANCE T. — TANJAL D ETA• AR.D PRACTICE FOR m�ENFOR E ND1cATE¢D� CMS:-4GT1oN A5 PUBLNSIED BY :H_ cc- ElNPSH m S: E_L INSTITUTE UNLESS B UILneREn�S' rAAc, SO i1ON TEC =Ee SHALL COSORI TO TE'EEN . —CATION5 FOR aR Dr.RAL ccFOR ADEDNATE VERNCAL AND —11aTAL SIDRNG SHALL BE FRONDED TO 6AFELT ELPHORT ALL CCNETR ION LOADS. CONCRETE B-AM 1rz 1 MAY BE NCEASED AS RE- POR ARCUITECNRAL DETA- OR TO FIT BLOCK ---. CONTRACTOR SHALL .-IT PFDPOSED IN DEeIG: �e, WITH HISTO c- —1 DATA FOR EACH SBPARAI HM PR— TO CONCRETE PLaCE:frNT. ETE SMALL COta_Y WTH ALL TUE EWIREMNT! OF ACI SON AND Alin C-9a FOR HEAEURNG, MIXRO, TRANBPORTING, E C -STAMPED WEN CONCRETE IS BATCUED. FROM YNED —I. ADDIEDTIIEA r REASON TFERE 15 A DELAY ELI TUAT A BATCH 15 IELD FOR LONGER THAN 901INOTES, THE CONCRETE STALL NOT BE PLACED. CMSHaL II T E ESSPOMNSIB�OFF T wTIN TEETINSI TORY TO NOTIFY THE OJnERS REPESEMATIVE AND THE CLrM11OFC ALL RETE L BE DJFED U A cLLROri CLK4-�IMJ r1-ErNG s STANDA 0-305 TYPO L ORI CD-SPOHNO5 SHALLL uft A RNGti R DYE. D Al >aM AS TUE PLNISUSG B ccMP_ETED ON a9 • A9 irE v191aLE WATER HAS LEFT THE NfF cOHL_EREiE. ALL xuRED OR BROKEN AREAS N THE CURII•e, METBRAHE SHALL BE REDOATED DAILY. CALCRFi GIOWDES SHALL NOT BE UTILITED IN TIE wORC OTC RR4DnNTUCSS r.AY eE USED DAY OR, TIE APPRDraL OF THE_ ENONEE_R FOR -1 D EH ED AND cON9TRCTED N AcC AUCEE WITI ACEI 3 �E. SLCOM7END FRACil-CE FOR CMCEFAND T�B FOR OLD— l/ •TR�TL�iE1: % BOLTS AT GOLUn1H BASE! SHALL. BE AETT A901 BOLTS WTI DOUBLE-NYi LE —INS, ALL OTHER BOLTe SHALL BE ASRc N>5-N BOLTS WITH uuSHEp IADER TIE TYR•E•7 ELEMENT. BOLTS SHALL EIE TGHIENED M YLCFAAVCE WITH THE HETAft SHALL BE H. IL 9TEEREL SHAH —RED '--ENAI CAbE1 ELDNN LOR-UP GO—NAST9 O.—TROT MEAOOOFOy,NCE m IOR9I. Ai ED IMg�iwLr-F`L• ALLBE AEYT AbB BRAD=_ a.m pEFOR�eD ISAR5, FEE PROT OIL, !GALE, AND RUT AND PLACED N ArrarDAN: WTI TUE TYPICAL [EUDItO DIAGRat AND RaCOG DETAILS OF TIE AC1 STANDARDS AND _, _CIFOATIONS. RT1C•AL Bap ENALL LAP 5 +BAR NO. SEE LAP SPICE SOHEDULE Nrv9Cu'cOULED MELD LAPS ARE SURELY TO EIOINEE.R'E RENEW TN5NM LAP 5PucE S EE. PLAN EINwRIB,EM D7N -11 aNTDPSAE >' 0' P�RaSDE 3E e' SORER BARS LAPPED AND 11ED TO EADN BEAM REBAR TYPICAL AT ALL CORERS. THESE CORER BaF NFOR:ATION. REE_ — SIZE Ae LOFL51TdJIHAL -- BARS. SEE DETAILS FOR ADDn1ONAL BETIE TIED AND SPaCEp En• R,RS STEEL Iry FOO-6 Sw•LL BE AEEe BLED AS tvaTS RR N I BARS ECYAL-LY 5PACED ADD L R TGGETNER AT EACH NTERSECTM BEFORE --I Le PLACED. DOOEL COL— AND WALL RENFORGHG TO FOOT— Wnu San= El. AND —ER OF DDRELS A9 VERTICAL BAp ABWE. DDLEIISS SUDALL BE upSCED 'V AT BOTT— AND SIALL BE LAPPED - BAR D ETER Hail TIE — OR WALL CONCRETE COLWNS SIALL BE TIED CO — u•NLE- OTUERN- NDICATED. G 5214• STRNCTU.¢nL DEIGN 15 N ACCORDANCE_ WITH ALJSlO-05/ F 5-0T/TM5 1 -0], BJILDOO CODE REOJIEnENT! FOR N MASONRY eTCTURE5 AND THE COMMENTARY M BOOL DO DE REORREnENT5 FOR nAEONRT 5TRC C5. MSTRET9M"ALL TNTCO SNb THE ARRDM C9EWiuIC4ACIJM-0] 102-07. EATIO9 FOR MASONRY CIFSOL R PIA—RY lTRJITYES. COHIFORTANCE LL5 6HALL 5 5mHOGDE 1—cl DCRETE MASONRY REGULAR 5IE BLcrAt MAVNFaCTUREO IN OCX -ALL BE PLACED H R.IANNG BOND W 55 OTIERIRSE NOTED. LAY UP nAlMRY WALLS TO BOTOT OF TIE BE— BEPOFE P-Al- EL]NCETE FCe M MALL COLLL-K5. SGRM NbeD iQ5D0 P91 4T i YDAYScELL-�ia_AGOO of 9u4 uAVECA r.AxV11M B' eOURSEDAY.GEGA CIMfE!!I9 D WTH !Lu'v' C4 e' TO — USE PECHANICAL VIBRATION TO CONSOLIDATE GR-TJT. OOHY�IrED wOER ASm C�]TO�u�CRXzanL�u-Ly ON 7-15 Ab vERTCaLnORraR bMs SUALL 0 9PiB iu1C<wLEs NED OIIEauNISE NOTED. AR PROT?JSIOR9 THAT EXTEND INTO TUE CELL! TO BE FILLED. ALLOY A I— OF la -- FOR MORTAR i0 OP.R1OR TO GW' uTl.4'a REiSONTAL MORTAR A NTS e4ALL BE rERFORCED WITH STANDARD 5 GGE ALADDER-TYPE DuR-O-ISAL IASTIT C 6 B-], HOT DIPPED G4LVaNIZEpJ AT ALTERNATE COueSEe rb' ON CENTER). UNLESS OTUEFOLHe NOTED, REhEOROEMENi !HALL BE CMT—. AND SHALL LAP A I.— OF W. TENSION AND -ON LAPS 60] X BAR DIAMETER X 1. MOT_ THAT M1 F -1 —1— lA X fill) IT— EQUATES TO 1. ETER) r✓•50NRY cONSTRCTION !HALL BE PERFORPIED UNDER TIE DIR_ECT SUPERN5ION OF A -CERTIFIED 5TRJCNRAL MASONRY uE_ SHOE �90R OF TIE nA—RY PORT OOF TUE PROF_cT E-1. BE A'CERTIFIED STRCTURLL MASONRY TURAL MASON' a9 E—IEEc BY TUE FLORIDA cMI Ab PRODNCTS iNON rrOlPa)Gi1E eETN1ox MASONRY e1JFERV150R WILL BE ESPO, BLE TO ASSURE TUAT TUE UORX IS —I— INACCofOANCE wTU THE cON'RacT DOCK RENTS. TIE nASOR:Y CONTRACTOR SHALL S-11 CREDENTIALS FOR TE F FA TO THE ENGDEER FOR REVIEW AND APPROVAL PRIOR TO ISCON& ENFORCING BAR Sw.LL BE IN ALL WALL INTER5ECTIONS AND AT EAOH SIDE OF ALL OP2NING9. RE BARS EIaALL BE AT ALL GIRDER TRJSSE5 WTH GRAVITY LOAD! GREATER THAN 590m LB& E ALDER EHALL ENpLOY A SPECIAL NEFECTOR APPROVED BY TUE BUILDING OFFICIAL TO NSURE COffi1AN^_E Wru PPROVED STROTURLL DRAUmGS FOR — PL—T AID !-RE - TESTING PROGE 1 GONCRETE 1-'IATERIAL SCHEDULE LIS— s SECTION $Dl 3/4`1'-01 T/FLOOR a nASDNRr FRANGNLE -CI T/FLOOR SALADE BEAT - SEE FE FRANGIBLE WALL SECTION BASE SDI 3/a•a'-0• E BEAM ATOP 1 1 Il.v�N .IwiuDE s . u m E WALL 1 1muEd LO_Urtue. I TTENT 1 TE TO GB OR M I B_ S AEOR 1 J bs Aa.F>D - 1 - ,EaLe Tor: r�NuorsNG - 1 - � P.'lJRNG BSA^. ABOVE FRANGIBLE WALL SECTION TOP SDI va••r-m• 1 1 INCLJDE z Ic As E RALL I 1YAIN E BETYEEN PnLBaU.EEL 1 1 -TI n_ TO GB De BEA-1 ABO.•e 1 I—RADEJON:S x_PARATNG PA ELIe5�crtD'_EFOR RERFarom - IFRANG-IBLE WALL SECTION TOP O ry #3 STIRRUPS ® 10" EACH 51DE OF PILE. BALANCE ® 24" O.G. (BAR SUPPORT) UNLESS OTHFRWISE NOTED. COLUMN STEEL (U =H FULL LENS T" (5J WIT4 Oc. PLAN NOTE : TRANSITION ELEVATION TO BE COORDINATED WITH SLAB ELEVATION, FLOOR SHALL BE 4" THICK CONCRETE SLAB P-5,000) P.5.1. WITH FIBERME5H OVER 6 MIL VAPOR BARRIER, ON GOt!''AGTED TERMITE TREATED FILL. GUT SLAB IN 4'-O"X4'-O" SECTIONS O LARGER THAN 16 5F) WITH 3" X #" SAWCUT FRANGIBLE FOUNDATION SECTION (BUILT IN MAXIMUM 4'-0" LENGTHS) 55E SCHEDULE z FRANGIBLE WALL SECTION BASE SDI 3/4••I'-V EXTERIOR GRADE BEAM SDI 3/4•.I•-m• FLOOR SHALL BE 4" THICK CONCRETE SLAB (F'c=3,000) P.S.I. WITH FIBERMESH OV'pR 6 MIL VAPOR BARRIER, ON 5 nalMRr WALL COMPACTED TERMITE TREATED FILL. GUT SLAB IN SECTIONS (NO LARGER THAN I6 5P) WITH 3" X }- SAWGUT T= LOOR Sc PLAN FRANGIBLE FOUNDATION SECTION (BUILT IN MAXIMUM 4'-0" LEN6TH5) SEE SCHEDULE rc—,1 FRANGIBLE WALL SECTION BASE SDI 3/a'Er-o• TIP COLUMN - SEE PLAN. EXTEND ALL PILE STEEL UP TO TOP OF COLUMN AND ADD REBAR AS REQUIRED a nssweY 'ER CO MIN SCHEDULE. _AP AS SHOWN. (I) -b FULL LENGTH (5).b. 15'-0' LONG WITH-3 o H' O.G. HOOPS. 14' DIAMETER AUGER GIP PILE. 39 TON CAPACITY. SEE PLAN FOR LOCATIONS. EMBED PER SOIL RECOMMENDATIONS (�j:) PILE TO RC COLUMN TRANSITION SDI 3/4'.P-0- WALL FOUNDATION SECTION (BUILT IN MAXIMUM 4'-O' LEN6TH5) SEE SCHEDULE FRANGIBLE WALL SECTION BASE SDI 3/a••r-m• Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI, INC. Architecture Design & Planning ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Florida 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 Reel: E� `INN I S/rrrr DeeiOned: JAZ Project ro 14-029 Drawn: JAZ Scale: AS SHOWN : No— 3:e' _ _ CFeckea: Drow"ne n : ©113 COPIRIOHT IRCHITECT BRUCE CELMERI. INC. ALL RIGHTS RESERVED. THIS SOOUMENT OR PARTS THEREOF. NIT NOT SE RERROOUCEO IN ANr TORN VTHOUT PERMISSION +/- 4" TOPPING HG P q,!CONT.LANK SEE PLANPLAN 4X4XI/4" 5 T EEL N&LE WELDED TO NCB OF STEEL BEAM (� FLOOR SECTION SD7 3/4•.r-m' %E) ROOF SECTION 16'XVX3/4' BASE PLATE WITH (4) 3/4' DIA x 5' EMBEDDED STEEL TUBE EXPANSION ANCHOR$ COLUI'N SEE SCHEDULE CONCRETE BEAM. SEE SCHEDULE FOR REINFORCEMENT------------------------- STEEL COLUMN TO CONCRETE BEAT SD7 I IR'.P 0' [1/- 4" TOPPING �HC PLANK SEE PLAN GONT. 4X4XI/4" STEEL ANGLE WELDED TO WEB OF STEEL BEAM 13 FLOOR SECTION OPPING 5ECONDARY POUR -4 BAR CAST IN BEAM A F-V 4'-0" O.G., =3 BAR CONT.HG AND e4 x 1'-6" LG BAR PLANK SEE PLAN 6ROU IED IN CORE, ONE+/- 5/4" 5116. PER PLANK. RY WALL �1 SECTION SD7 3/4'•I'-0' '44 BAR CAST IN TOPPING 4'-O" O.G., AND R3 BAR CONTINUOUS. F.E. = ELEV */- 4" TOPPING = SEE PLAN O O O • •' O O = SEE PLAN O HG PLANK SEE PLAN SECONDARY POUR —CONCRET BEAM SEE PLAN FLOOR SECTION GROUTING BUTT JOINTS +/- 4' TOPPIN6- 00 HIS PLANK SEE PLAN LAP VARIES 1/aI VELD TO TOP FLAN6E OF STEEL BEAM 7YP. - e4 EAR CAST IN TOPPING ®4'-O" O.G. 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AND r4 x 1'-6" 1-6 BAR GROUTED IN GORE, ONE PER PLANK. 4\ SECTION SD2 3/4'-V-0' TOPPING CONCRETE SLAB, SEE PLAN B" MASONRY WALL BEAM SEE PLAN 5/6'% X///// �l- PRE-WELD-cD J-BOLTS. iEE 4' IONS, 3/5" STEEL PLATE �B1 FLOOR SECTION SD7 3ra•.I•-m• HG PLANK SEE COLUMN +/- 4' TOPPING ./- 2" TOPPING CONCRETE SLAB, SEE PLAN ) I7 FLOOR SECTION N0: Revieime / eUbnieeione: Do'K: SD7 3/4'.I'-m' PSGK'O.AA6OCi46 At6D5Di OEXNGWUET TpM AI6MA R-9(f.'0.WTAipH$ A16.PA as3+cuRRr 1UI� Af6nn OEa(RlOA9FlGIRM Afi11.11 MCHRPflMS A1S10A Drawing Title: STEEL BEAM SEE PLAN THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. 12'XI5'XI" BA5E PLATE HIGHLAND BEACH, FLORIDA ® GONGRTE COLUMN SEE � BRUCE CELENSKI, INC. (4) 03/4' J-BOLT PLAN Architecture Design & Planning WAV EI"IBEDED INTO e CONC.2-c E COLUMN _+ . 9 ® ® 3045 N. Federal Highway, Suite #47 NCARB #62,910 Fort Lauderdale, Florida 33306 y CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 ' Seel: Ceeigned: Project ro. 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Federal Highv ay, Suite #47 (2) .• snr�ae�eas ® NCARB #62,910 Fan Lauderdale, Florida 33306 EK.N 91c< oP B=nM CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 RecnY uNDCR 1118E 9'fEEI COLUMN PLAN �1, Designed: Project 1 JAZ4-029 "—'JAZ �p1Ci AS SHOWN PLAN ,=/• / �� 'lam CMsked: Dravlrq ro: �1 STEEL COLUMN SIT ON STEEL BEAM ...I:; SD-3 MIN b" X 8• X CONCRETE /(I) GAP W.5 BARS CONT. 51TE WALL SEE PLAN PLAN VALL, SEE PLAN r' STEEL D TO WEB OF STEEL BEAM AIL MIN 8" X b" X CONCRETE CAP WI(I) R5 BARS CONT. 10' _J L- CONT. 4X4XI/4" STEEL ANGLE MELDED TO W® OF STEEL BEAM ENTRY WALL DETAIL SD4 3ra••r-®• HC PLANK SEE P] LAP VAR ./- 2" TOPPING n PLOU ttG I UN SD4 3ra•=r-D• MIN 8" X lb" X CONCRETE GAP W/(2) 05 BARS CONT. SITE WALL SEE PLAN 10' 1 1— Illi;�lll_I 9.IT I i Z C SITE WALL SEE PLAN -III-IIIIII Q b' CONT. 4X4XI/4" STEEL ° ANGLE WELDED TO WE3 OF STEEL BEAM 5" MASONRY W/ FLOOR SHALL BE 4" TH CONCRETE SLAB (P'-3,000) F WITH FIBERMESH OVER 6 VAPOR BARRIER, ON COMPAC' TERMITE TREATED FILL. CUT 5LAt 4'-O"X4•-O" SECTIONS (NO LARC THAN lb SF) WITH 3" X;" SAW STEEL BEAMS \ `STEEL BEAM SEE SHEAR CONNECTION SCHEDULE FOR BOLTS (TYPJ S Ib"X20'XI" STEEL PLATE VJ (8) 03/4' J-E:OLTS LUA2EMBEDED INTO CONCRETE GOLVMN CONCRETE COLUMN 12 FLOOR SECTION SD4 vm•r-o• 6 7 SITE WALL DETAIL SD4 3ra•.r-®• HELD TO TO FLAN61 OF STEEL B AM TYP. S_L EAH eee MCI MIN e" X e" X CONCRETE GAP NV(I) r5 BARS GONT. 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T® Architecture Design Planning ® 3045 FederalHighwy, Ste NCARB 462,910 For Laudertlale, Flortla 33306 CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 s el. —e— —i 4-029 JAZ --s o-e JAZ s mom, AS SHOWN - _ _ Clrcked: Drawin0 ro. SD-4 'i�^�„ I %drowine eo datc, irv/ <ei v: mesa GmN� III—`�YIII� ------------------ STEEL BEAM TO CONCRETE COLUMN 5D5 rvlum,®xs/, waxse, laxasGo w°ieR�w�+'xal�alioa, vre/o,ry a/6°, exe5, �s oR i receAresil reeM!�w,�m I slmr+-'Yens RYrJ T 3" G �6" 1 I I a..n Ama�P II I eaLo a DEE. /,IN,. E I I .r I WALL ELEVATION 3D5 Nre. MAx f pj LI = CLEAR SPAN STIR SPAN p.S oR 05LI O�R 0.3 I urPA,3+ enemy O O � k i5 O O f # Br � i'�1� � scAi.E;.eo� aeTUL 6 4' 0 ° � m ° a rjJm s/aivF_DLA snros a•• 3• 9 WALL OPENIN6 ELEVATION 5D5 Nrs c ra oR 51iP0Ri IaGR� 03L�aROR�0.3 .3L��OR�09 L9 ING 6no�i ep Lisa. 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HIGHLAND BEACH, FLORIDA ®_ A R C H I T E C T BRUCE CELENSKI, INC. Architecture Design & Planning HG PLANK SEE PLAN ®0/0, p7, 3045 N. Federal Highway, Suite #47 ONT. 4X4XI/4" STEEL NCARB #62,910 Fort GLauderdale, Flonda 33306 ANGLE WELDED CA #AA26001234 PH: (954) 917-5781 FAX: (954) 917-3503 WG-B OF STEEL BEAM s al o ,lg d: JAZ Prc, 14-029 `,��'�- •mow of Dawn: Srnle: JAZ AS SHOWN _ CHuked. Drcwnp ro. 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SITE HALL SEE PLAN 'PLAN (ALL, SEE PLAN I" 5TEEL D TO WEB OF 5TEEL BEAM TAIL MIN 5" X b" X CONCRETE GAP WOOR5 BARS CONT. J L_ �4 CONT. 4X4X1/4" 5TEEL " ANGLE WELDED TO INE5 OF STEEL BEAM SD4eENTRY WALL DETAIL 3/4'.r-V +/- 4" TOPPIN6 2" TOPPING Al HG PLANK SEE PLAN 2 I/ 3 I/2" ./- 5/4' BR6. LAP VARIES 8"MASONRY WALL u FLOOR SECTION SD4 3/4'_r-m' MIN 8" X lb" X CONCRETE GAP A/(2) .5 BARS CONT. 51 c WALL SEE PLAN - 10, I111�-�111" I z _ k SITE WALL 5EE PLAN III IIIIII V S CONT. 4X4X1/4' STEEL E ANGLE WELDED TO NCB OF STEEL BEAM 8" MASONRY WALL FLOOR SHALL BE 4" THICK CONCRETE SLAB (F'c-5,000) P.5.1. WITH FIBERMESH OVER b MIL VAPOR 9ARRIER, ON COMPACTED TERMITE TREATED FILL.' SLAB IN 4'-O"X4'-O" 5EGTIONS (NO LARGER THAN Ib SP) WITH B" X #' SAWCUT STEEL BEAMS ��5 DEL BEAM SEE 5HEAR CONNECTION SCHEDULE FOR BOLTS (TYP) 5 I6"X20"XI" STEEL PLAT. A/ (8) 03/4' J-50LTS W/12' EMBEDED INTO CONCRETE COLUMN CONCRETE COLUMN I2 FLOOR SECTION $D4 3/4•-1'-0' WELD TO TO FLANGE OF STEEL Er TYP. -MIN W X b" X CONCRETE GAP A/(I) z5 BARS CONT. SITE WALL SEE PLAN 6f _—I—I I' —II z III-I�IIII Cy ` a CONT. 4X4XI/4" STEEL ANGLE YIELDED TO NCB OF STEEL BEAM e" co cREr WALL 5 FLOOR SECTION SD4 3/a•.r-m• WELD ALL AROV .WELD „ - - HEADER LY TO DER DIRE TUBE STEEL WH 7-1 APPLICABLE • " _ a. i-rnJm �%�rou>. $ SITE WALL DETAIL SD4 3/4•. r-m• —Hp PLANK 5EE PLAN 91EEL EAM,� PLAN ST EL BEAM �rz' snFPa �4 n1N 12"X40"A' STEEL PLATE W/ (10) e J-BOLTS WA2' EMBEDED INTO CONCRETE COLUMN 13 FLOOR SECTION its�A v xE rv.N SD4 3/4•. r-m•' ITM= —\b a O R 01 (xx)'5b"XI/2" STEEL PLATE Drawing T31a. CONCRETE ETEO" (2) INTO THE ROBINS RESIDED CONCRETE OR (2) 1/2" DIAM. ICE X b" LONG HEADED STUDS 3833 S. OCEAN BLVD. COORDINATE XX DIMENSION HIGHLAND BEACH, FLORIDA WITH TUBE 51ZE ®� BRUCE CELENSKI, INC. Architecture Design & Plmnning —5TEEL HEADER - ® ® 3045 N. Federal Highway, Suite #47 SEE 51-HEML-F NCARB #62,910 Fort Lauderdale, Flonda 33306 CA #AA26001234 PH: (954) 917-5781 FAX (954) 917-3503 10 TUBE STEEL HEADER 4-029 SD4 3/a•.r-m• ,,,,"",,,, JAZ a�"f, � 1•� D'°.,.,: sum.: JAZ AS SHOWN Checked: Orawing nR. SD-4 (0-3 .111GNT —.1— RR._F rF—R1. INC. ♦u R11Ntt 11110. TN15 O—RENI OR PARTS INEREOF..AY NOT RE REPRODKEO 11 ANY FOR. —100T PER.1S901, Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. j JAG�' 1 ` Town of Highland Beach 3614 SOUTH OCEAN BOULEVARD - HIGHLAND S=ACH, FLORIDA 334a7 Palm Beach County, Florida April 27, 2015 Ms. Celora Jackson, Engineer Office of Beaches and Coastal Construction Florida Department of Environmental Protection 3900 Commonwealt[I Boulevard, Mail Station 300 Tallahassee, FL 32399-3000 561-278-4548 FAX 561-265-3582 Mayor: ) Bernard Featherrnan Vice Mayor Ron Brown Commissioners: Dennis J. Sheridan Louis P. Stern Carl Feldman 'Ibwn Manager: Kathleen D. Weiser RE: The proposed construction of a new (SFR) residence at South Ocean Boulevard, PCN# 24-43-47-04-00-001-0131, Town of Highland Beach, Palm Beach County Dear Ms. Jackson, The Town of Highland Beach Building Department has reviewed the proposed site plan and elevations for a new single-family residence to be constructed at South Ocean Boulevard, PCN# 24-43-47-04-00-001-0131, in the Town of Highland Beach, Florida. The depicted residence is a three story above finished floor structure, with a garage/storage floor below. The new single- family, detached structure, as defined in the Highland Beach Code of Ordinances, Sec. 30-131, is located in the Residential Single -Family (RS) zoning district. The Town of Highland Beach Building Department has reviewed the proposed site plan and elevations, as shown on construction documents from BRUCE CELENSKI, INC., dated April 15, 2015. Sheets that apply are, SP1, SP2, SP3, L-1, SL, A-1, A-5, A-6, for the single-family, detached residence. The reviewed site plan/elevations, illustrated that the project is in conformance with the Town's existing cori.;p rehensive plan. In addition, the proposed project, as submitted to the Town, is in compliance with local zoning setback requirements. The Town of Highland Beach wishes to approve this proposed project, subject to approval, in writing, from the Florida Department of Environmental Protection. Please call, if you have any questions,,f\ r\ Regards, MICHAEL DESORgy, CqO yYF L Et INDEPENDENT INSPECTIONS LIMITED ' TOWN OF HIGHLAND BEACH t"Nlp;'� ,a 561.278.4540 office D rA)o / , lV e_rfiv ww-N;vor i.hig l,q r±ci.-bea,cli,ff, s ff ISIMINGER & TUBBS ENGINEERING, INC. PRINCIPALS: — C:OASTAL, > ENVIRONNIFN CAI, > NIARINU Charles C. Isiminger; R Darwin C. Stubbs,11.1i=. April 15, 2015 Michael Desorcy Town of Highland Beach 3614 South Ocean Blvd. Highland Beach, FL 33487 RE: Proposed Single Family Residence and Pool Robins Residence 3821 S. Ocean Blvd., Highland Beach, Florida Mr. Desorcy, ASSOU I I S: Clark A. Powell, P.I:?. Iylatthew I). ButLa'_ P.E. VIA EMAIL Thank you for taking the time to meet with Bruce Celenski and Al Giachetti today regarding the referenced oceanfront single-family residence and pool. As you know, in order to file the Florida Department of Environmental Protection (DEP) Coastal Construction Control Line (CCCL) permit application, we are required to provide a consistency/no objection letter from Highland Beach. Please provide us with such a letter confirming that the proposed activities "do not contravene local setback requirements or zoning codes". The letter must specifically confirm consistency with local setbacks and zoning codes and must identify the plan(s) upon which the letter is based. Please contact us if you have any questions or comments. Once completed, please provide us with an email or fax copy of the letter. Thank you. Sincerely, ISIMINGER & STUBBS ENGINEERING, INC. Darwin C. Stubbs, P.E. 14061.THB.01 cc: Andrew Robins Bruce Celenski Al Giachetti P.O. Box 14702 • 649 U.S. I lighway 1, Suite 9 North Palm Beach • Florida 33408 Phone:561-881-0003 . 1`ax:561-881-8123 Email:lig(�t.%.coastal-etlgitieers.coni LEGAL DESCRIPTION: 1� THAT PORTION OF THE SOUTH 100 FEET OF THE NORTH 1350 FEET OF GOVERNMENT LOT 1, OF SECTION 4, TOWNSHIP 47 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT OF WAY OF STATE ROAD A1A. I© LINTON BLVD. SUBJECT PROPERTY SPANISH RIVER BLVD. LEGEND AC + AR CQHDRIPNER AL - ACCESS EASEMENT AS'N. - ASPHALT B.C. - 8ROr1ARO COUNTY UWO. - UVL MRO D.M. •. BENCH MAW D;$... BELLSWiN CATCH SISA CMts. - CONCRETE OLMA S1A &MAW C.S. + CONCRM STRUCTURE LC) - C&MATED C/>• - CENTER LNfE C.LF. - C`WH UKK FENCE C.LP. - CONCRETE UGHt FOU C zv"T (C/O) CONC, + CONCRETE QT.Y. - CAME Ty P.C. + DADE CCUNFi Df - DRAINAGE EASEMENT LO) -SOT N. =DRLL HOLE ORA KArE MANHOLE C.O.W. - MOE OF WATER ❑ l - rASEMew C1 ELECTF C DOx EL + ELEVATION E.P.. EDGE OF PAVEMENT E.S. '" ELECTRIC SERME FF iFWSH 20OR fLr.F.-LOWEST) N.P. + FOUND RLOH SPE FJA + rOUND IRtw ROD F.N. + PORNO HAW. FND. - MIND rP.L FL.DPoOA POWER t LICHT FLRE MDRAIT GAT E VALVE 61 HMdXCNP PARx1N0 SPACE 7 *D Essc ECREss E scu L- + 1N+MAN de EGRES"i EASEMENT L- ARC UkffW£ LAC. - lnlffEA ACCESS EASEMQNr �tL - LADE MAWTETWNCE EASEMENT LIGHT POLL (Y)) r MrA.4URED NJA + SOT ARPPUCADLE N.0.Y0. - 94TOM.L OECOM YLRDCAL DATUM N/O - NAL ML USC N//((- NAL a TAD Q1OY + OVER HEAD 1DRE K•. ON UNE O. - OMCAL RECORDS DCOK O/5 + DFTSET PL + 1+RCGb'li'IY i IHE A/W - RIGHT Or NAY 0 - SADGRT kwgxE SJA- SET RON ROD U•G - UTWIY EASDIER C + M000 LT&M POLE WATER METER VAN SLLMFSE VALIE ® - MONrtOMHO WELL TIP AO� ADOH SPOT r�EirD � MF�L.wAeev D0UNDARY SSIRVEY SURVEYOR'S NOTES: 1. Reproductions of this Sketch are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 2. The land description shown hereon was provided by the Client. 3. No underground improvements were located. 4. 'The undersigned surveyor has no knowledge as to whether any of the hereon property is filled formerly submerged lands. 5. Bearings shown hereon relative to the Coastal Construction Control Line recorded in Plot Book 80, Pages 137-155, Palm Beach County Records, with the north line of Section 4-47-43 having a bearing of N 89'34'21 " E. 6. Coordinates shown hereon are based upon the State Plane Coordinate System, Florida East Zone North American Datum of 1983 (NAD 83), 1990 adjustment and were surveyed using Trimble GPS RTK , supported by the Florida Permanent Reference Network of the Florida Department of Transportation, a Cooperative Network with the National Geodectic Survey, National CORS Network. All coordinates shown hereon were surveyed to an accuracy of 0.10 feet or better. 7. Elevations shown hereon are based upon the North American Vertical Datum of 1958 and depicted in feet and decimal portions thereof. Benchmark Reference -Palm Beach County BM #M 310 - Elev., 6,732 NGVD 8. The Mean High Water Elevation (MHW) and Mean Low Water Elevation (MLW) was obtained through LABINS.ORG using Tide Interpoloation Point 100835. 9. Subject property lies within the limits of Quad Map "DELRAY BEACH". 10, The Seasonal High Water Line (SHW) was calculated using the formula 1.5 times the Tidal Range plus the Mean High Water Elevation. MHW = 0.44', MLW =-2.22', Tidal Range = 2.66 1.5 x 2,65 + 0.44' = 4.43' (SHW). 11. State Rood A-1-A information is as depicted on FOOT R/W MAP 93060-2103, dated 12. No Title Opinion or Abstract of Title has been provided or reviewed for easements, deeds or other instruments of record that may affect subjet property. There may be addtionai instruments either recorded or unrecorded that affect said property. 13. Property lies within Flood Zones "C" & NB" (EL 10) per FEMA Flood Map 12511 0001 C dated Sept. 30, 1982. COASTAL CONSTRUCTION CONTROL LINE DETAIL L7 L6-___.__. L5 L4 FND P.R.M. 7L3 L2 1 ROCK 3 1970" \` N 751268.465 (RECORD) E 962182.741 01111111 FND P.R.M. 93 89 A21 N 751268.59 (MEAS) N 757103.758 (RECORD) E 962182.63 E 962589.574 N 754103.87 (MEAS) E 962589.66 AR£ WE S AMF UNGE-S 1 C ON STAi� _LINE 291.79 11 Q8.36 L3 1(>$7.89 L4 &57.77 L5 S05'3758"W 1103.46 6 A' '4 "' tI57.37 L N32'17 57 W EB-6510 .BASELINE' f ENGINEERING & LAND SURVEYING, INC. 1400 N.W. Ist COURT BOCA RATON, FLORIDA 33432 FOUNDED IN 1993 (581) 417-0700 FAX SET. 5/8 ' IRON ROD LS 5182 N 754541. 190 E 962231. 553 gd 27.5 a' SET. IRIBI RLS 518N 7544E 96a2 19' 49., u, 130. 30' (C) CONSTRUCTION CONTROL LINE 80, PAGES 137-155, P. B. C. R. (RECORDED 8/22/97) FND. 2' x 2' CONC. MON NO ID. N 754541.355 E 962253, 692 R=21535.90' D=00'16 01 " L=100.30' SET. 5/8 ' IRON ROD LS 5182 N 754441. 300 -E 962246. 670 LINE OF SECTION 4-47-43 R-199 PM BH 1989 N 754689. 67 E 9fi2373, 30 NOT FOUND CALCULATED POSITION ONLY JW >x U'T WQZ- J L''f=LN _j C] II SO�k Vt)O➢ STEPS CCL T1E 'a N8934 21'r 213.0' M VACANT 1b,� `S1 A PORTION OF GOVERNMENT LOT I d e 6I W W g W II W /LZ Kli pR 11 L7 W _J W U_ LY 4 _ COSTAL CONSTRUCTION CONTROL LINE (CCCL BOOK 80, PAGES 137-155, P. 8, C. R. (RECORDED 8/e2/97) 137, 28, C C) SET. 5/8 ' IRON ROD LS 51➢2 a. . d L 2 OL "t Jri ❑ a Qti c J -J c '� IRON ROD Nu ��. LS 5182 a FAT10 5893421'W 209.0' (Y) CCCL TIE 1032' YODD STEPS R-200 PM BH 1999 N 753833, 72 �" E7 E 962316. 39 NOT FOUND ELEV. =0, n0' (6/20/14) � Q U C) V EV.=O.44' (6/20/14) AN NIGH WATER LINE LB-6439 P&0✓RCN 3821 OCEAN BOULEVARD xs►rstoNs: Mjareura+rD'rnMrr�sscum nrrsr"mUMry I• <z' F RBWSB COASTAL INTO d dDA o-„ Ros repraret2Mas Ur lOMIE FFr C8/Prfd aF-n, SrdLB: 4F. B. PC, HIGHLAND BEACH, FLORIDA r'ARM" VIN OW' DRAWN BY• BLIP Y RBY✓5B 7-27-14 CBBCBaD BY- DC S BRNB5T V. DUNCAN 9/P0/14 BOUNDARY SURVEY Pft"= AO MAPPM p(AU PRO✓BLi' NO rt-09-009 ..a SA Er.E aryl o, MTaar01 I• r Aar FMtlD nraorn r� aMrMMtvRa A" xsr oatPtvME SBBBr 417-0701 6 warn RIME Of rnDaPM LTCLTaYn yvnrrTan AAL MW'pan - Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. LEGAL DESCRIPTION: THAT PORTION OF THE SOUTH 100 FEET OF THE NORTH 1350 FEET OF GOVERNMENT LOT 1, OF SECTION 4, TOWNSHIP 47 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT OF WAY OF STATE ROAD At A. LINTON BLVD. SUBJECT f PROPERTY SPANISH RIVER BLVD. LEGEND AC. - M CONDRtONER L - AACCESS EAUNW AEPH. - ASPHAL T B.C. - BROAkRO OMM IIENCH MARX aEuswfH QUI;mC.S.S. - CONCRETE aLOCX STRUCTURE C.S... CONCRETE SiRUOIVRE CAL CENTER LINE C.LF. - CHAIN lY1K FENCE C.LP. - CONCRETE LIGHT POLE CETE +CONCR C.... T.V. - DELE TV O.C. - DACOUNTY D.E - CEEDRMWt EASEMENT10) -CDT GOO.iL �DRI L ROLE ® O"KNOE MANHOLE EO.N. +EDGE OF WATER 8111 ELEcrwc FASEHEeox NT IIJJ EL. - ELEVAEDGE OF s ELEC PAYEi1EM L£ E.ELECTRIC SERNCE Fr : f FLbOR /tJ.F-LOMESr) FJP. + FOUND IRON PIPE FJA + FOUND IRON ROD F.N. - FOUNO MALL FND. - FWNO FP,L - FLORIDA POWER A UDHT yy + FIRE fbvwa tW - DATE YALYE C� FWOICAP PAWM SPACE S DAY. PUSRC v Al A'Ot - IAE - !W4IESS d< EGRESS EASEMENT L- I4UCESS E WE - LAKE MAMFMCE EASEMEN T - LIDArc PDLE (u) - ,NOT A ED N A -NOT FIORAL CE N.O.Vk IiAPbeut Di!_Y>ERD SKRTK/L DAME N/f NAM1 ! TM O DIM - N LINE NEAD R MARE 'D/L RON nNE ORAL - OFFHTAi RECORDS BOOK O/)S OFFSET OJ1.-�PRtlPERlY LINE P/N = RSCHr Or 'MY 0 - SANITARY MANIsOLE SJA- SET IRON RCA U.G - VTOLM EASEMENT a> - MOOD Ur`M POLE ,7El - WATER METER yy - SIAM= VALVE WON.m)RIN, WELL x DOD - EUVAnON Spot M. - TD%'X BOUNDARY SURVEY SURVEYOR'S NOTES: 1. Reproductions of this Sketch are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 2. The land description shown hereon was provided by the Client. 3. No underground improvements were located. 4. The undersigned surveyor has no knowledge as to whether any of the hereon property is filled formerly submerged lands. 5. Bearings shown hereon relative to the Coastal Construction Control Line recorded in Plot Book 80, Pages 137-155, Palm Beach County Records, with the north line of Section 4-47-43 having a bearing of N 89'34'21" E. 6. Coordinates shown hereon are based upon the State Plane Coordinate System, Florida East Zone North American Datum of 1983 (NAD 83), 1990 adjustment and were surveyed using Trimble GPS RTK , supported by the Florida Permanent Reference Network of the Florida Department of Transportation, a Cooperative Network with the National Geodectic Survey, National CORS Network. All coordinates shown hereon were surveyed to an accuracy of 0.10 feet or better. 7. Elevations shown hereon are based upon the North American Vertical Datum of 1988 and depicted in feet and decimal portions thereof. Benchmark Reference -Palm Beach County BM #M 310 - Elev., 6.732 NGVD 8. The Mean High 'Hater Elevation (MHW) and Mean Low Water Elevation (MLW) was obtained through LABINS.ORG using Tide Interpoloation Point 100835. 9. Subject property lies within the limits of Quad Map "DELRAY BEACH". 10. The Seasonal High Water Line (SHW) was calculated using the formula 1.5 times the Tidal Range plus the Mean High Water Elevation. MHW = 0,44'. MLW - -2.22% Tidal Range = 2.66 1.5 x 2.56 f 0.44' = 4,43' (SHW). 11, State Road A-1-A information is as depicted on FOOT R/W MAP 93060-2103, dated 1-1 1-39. 12. No Title Opinion or Abstract of Title has been provided or reviewed for easements, deeds or other instruments of record that may affect sublet property. There may be addtional instruments either recorded or unrecorded that affect said property. 13. Property lies within Flood Zones "C" & 'W' (EL 10) per FEMA Flood Map 12511 0001 C dated Sept. 30, 1982. COASTAL CONSTRUCTION CONTROL LINE DETAIL L4 L3 L2 FND P.R.M. L1 ROCK 3 1970" N 751268.465 (RECORD) E 962182.741 INE DIRECTION FLAT DEER 8 IF&45WM D1NEN6(LWS ARE 1HE SAME norm EB-6510 f BASELINE ENGINEERING & LAND SURVEYING, INC. 1400 N.W. 1st COURT BOCA RATON, FLORIDA 33432 FOUNDED IN 1993 (561) 417-0700 FAX S SET. 5/8 ' IRON ROD LS 5182 N 754541. 190 E 962231. 553 9 NORTH LINE OF SECTION 4-47 -•-N115_19' 4q:-W130. 30' (C) R-199 PM BH 1989 N 754689, 67 E 962373.30 NOT FOUND CALCULATED POSITION ONLY COSTAL CONSTRUCTION CONTROL LINE CCCL DOOK 80, PAGES 137-155, P. B. C. R, (RECORDED 8/22/97> w 7�U-T d _J-1CCL OOD STCPS TIES 1E � 303.9"4i Y N89 :34 21 'E `A� 213.0' (M) VACANT �Q. y R=215J5 90' - WV 0=0076'01' L=100.30' WY SET. ROD 5/e FHJ IRON ' A PORTION OF O LS 3182 GOVERNMENT LOT 1 d e 6 N 754441.3CO rE 962246. 670 �yQ �4. E4 �tiS�l 12 ,4. 1 FND. 2' x 2' CONC. MOH. NO ID. � N J54541. 355 E 962253, 692 z WYO �, �,�� ♦5 v P YD aC 140 27. 5- <C> 22. 54' C. B. Ps.- YpL LL (pp OS SOUTI HEtGHTVARIES Ag$ W ET. /8 'On, � (IRON RODS 5182METERWW Lb75444t. 130 9622a. neo � w �t Q II l7W u- N SET. 5/8 ' IRON ROD ,LS 5182 PATIOI S89'J421"W 209.0' (M) CCCL TIE 103, 2' vnon sTEPs COSTAL CONSTRUCTION CONTROL LINE (CCCL BOOK 00, PAGES 137-155, P. B. C. R. (RECORDED 8/22/97) 1" 56' 14 137. 28, (C) R-200 PM BEI 1989 E 962316, 39 NOT FOUND R b i U) z `-- ELEY.=O. Oa' (6/20/14) Ca /0 Q / ELEY.=0.44' (6/20/14) 'MEAN HIGH WATER LINE tB-64,39 PROJdCY 3821 OCEAN BOULEVARD RdY7S)ONd: } RSYISS COASTAL INFO a ,ADD ! Hzx7sE' aaFvr i3l! }L8 SOR,t7 iQf7J In EDMlf7iY rnmFRru arARyapdds asr,odFa a DseFFra sr-n, F. B. P6. HIGHLAND BEACH, FLORIDA M"m+AINIXISVIUMN CD,.--- d RdY15F 7-27-14 CB'dCAND�....-.- dATfi DdrX: (�� -- -- BOUNDARY SURVEY a xnA'esr r. DUWCdN PtWt.43,DX.F. ,4EI7,BR AOEaPP!<. j!`dt dII. L8. dtdd drdid or IEdIlRA1 PR4JxcT HD, lI-DB-DO8 _- - "°'' M"rrrmvr re sTF..•,DR""' rffi aercwE .SHd6r-,.I.,._. or , 417-0701 s dARatD dnu. al a /udtm ttcrdsan .nrs,dFDA L,rD Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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