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Land Development and Planning Project Files_3833 S. Ocean Blvd._20150708_Development Order No. 037877TRANSMITTAL FORM F REVIEW & REQUESTED ACTION BY PLANNING BOARD Transmit To: Michael Desorcy, Building Official Date: July 8, 2015 ApplicantlOwner: Al Giachetti — Applicant/Andrew Robins nR71 Property Address: 3833 South Ocean Boulevard, Highland Beach, FL 487Property Control Number: 24-43-47-04-00-001-0131 n 'U B E ❑ 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 152015 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 Stern, 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 fL finished floor garage to the finished floor ceiling CLERK'S OFFICE USE ONLY. - Reviewed by Planning Board: July 8, 2015 Transmitted to Building Official: July 9, 2015 Building Department 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 Payer/Payee: JAG DESIGN & DEVELOPMENT 1118 BEL AIR DR. HIGHLAND BEACH FL 33487 Fee Description Additional Building Permit Fee For Added Value Building Code Administration & Inspection Surcharge Fee Florida Department of Commerce Surcharge Fee CHECK 5931 Total Paid: RCPT2015- 1013 RCPT2015- 1617 RCPT2015- 1617 RCPT2015- 1617 RCPT2015- 1617 RCPT2015- 1617 RCPT2015- 1617 $556.20 $556.20 Receipt Number: RCPT2017-271 Cashier: Carol Holland Previous Related Payments Date: 03/28/2017 Fee Amount Amount Paid Fee Balance $540.00 $540.00 $0.00 $8.10 $8.10 $0.00 $8.10 $8.10 $0.00 $556.20 $556.20 $0.00 06/08/2015 Planning Board Fee $200.00 09/17/2015 Water Connection Fee $3,000.00 09/17/2015 Florida Department of Commerce Surcharge Fee $490.50 09/17/2015 Sewer Connection Fee $1,000.00 09/17/2015 Open Space & Recreation Fee $1,000.00 09/17/2015 Building Code Administration & Inspection Surcharge $490.50 Fee 09/17/2015 Building Permit Fee $32,700.00 Total: $38,881.00 37877 37877 37877 37877 37877 37877 37877 Printed 03/28/2017 11:15:00 by Carol Page 1 of 1 037877 Transmit To: Valerie Oakes, Town Clerk Date: June 15, 2015 I n' U1 BERI Application No: #37877 Applicant/ Owner: Al Giachetti--Applicant�Andrew Robins-- wner 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 REVIEW GIVEN TO SUBJECT PROPERTY 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: . ❑ Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. Plans meet Town of Highland Beach Zoning requirements; however, approvals are pending with other governmental agencies. 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 subject roe 3833 South Ocean Blvd. The proposed building is 4 stories in height, including ara a level. The proposed total floor area calculations are approximately 11 978 square feet and show unconditioned floors ace to be approximately 3,520 s uare 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 Ian does comply with the Highland Beach Code of Ordinances Property Development Regulations, 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., JG, TRANSMIT TO QUASI-JUDICIAL BOARD, ETC. Michael Desl5(cy, 841cling Official CLERK'S OFFICE USE ONL K Date Received:" Date of Workshop Meeting- Date of Hearing: Je—DbIS r http: //www. co.palm-beach. fl.us/papa/Asps/PropertyDetail/PropertyDet... - --- - Gary R. NiICvHCs, CFA ------ Homestead Exemption Apprater Palm Beach County Location Address 3833 S OCEAN BLVD Municipality HIGHLAND BEACH ' ) Parcel Control Number 24-43-47-04-00-001-0131 PERMIT Subdivision 0 6 7 7 7 Official Records Book 26846 Page 66 s q uR J Sale Date JUN -2014 MU,M�. " ' _rte _-.�„� 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 h it 1 ROBINS ANDREW Sales Date JUN -2014 DEC -2012 DEC -2012 DEC -2012 AUG -2004 12 Number of Units 0 No Exemption Information Available. a *Total Square 0 Acres 0.5066 Feet i Use Code 0000 -VACANT i Tax Year Improvement Value Land Value Total Market Value RS - Residential Single Family ( 24 -HIGHLAND BEACH Zoning 2014 2013 2012 $0 $0 $0 $3,059,400 $2,970,300 $2,700,300 $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 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 - Mailing address Owners 10262 VESTAL MNR ---.-..--_---..-_--... .... .........................._:' POMPANO BEACH FL 33071 5854 Price OR Book/Page Sale Type Owner $3,675,000 26846/ 0066 WARRANTY DEED ROBINS ANDREW $10 25683 /0520 WARRANTY DEED HASSAN SARAH TR $10 25683 /0512 WARRANTY DEED HASSAN FRED & $10 25683 /0516 WARRANTY DEED HASSAN SARAH TR $3,200,000 17439/ 0963 WARRANTY DEED HASSAN FRED & Number of Units 0 No Exemption Information Available. a *Total Square 0 Acres 0.5066 Feet i Use Code 0000 -VACANT i Tax Year Improvement Value Land Value Total Market Value RS - Residential Single Family ( 24 -HIGHLAND BEACH Zoning 2014 2013 2012 $0 $0 $0 $3,059,400 $2,970,300 $2,700,300 $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 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 I Tax Year Ad Valorem i Non Ad Valorem Total tax http://www.co.palm-beach. flus/papa/Asps/PropertyDetail/PropertyDet... 2014 2013 2012 $59,295 $58,232 $53,873 $0 $0 $0 $59,295 $58,232 $53,873 2 of 2 6/8/2015 10:54 AM xi TOWN OF HIGHLAND BEAC tdg% lEsn i Application # t .. ,� � � --++�� ry I request a hearin, 'ring the e s �onl ddlances of the Town relates to the property-aTr&7oiiirig regi nts set forth Iii this application. PROPERTY OWNER INFORMATION �� bf", 1� 3 Name: lT_->12,n_y 1-2_I.Q, F Phone: �� _� C)rZ_4 IS o Fax: Mailing Address: Email Address: 12 APPLICANT INFORMATION Name: 4--(.. i.l. Phone: Mailing Address: Email Address:J �s AS ��j er'T'le 16A3 ARCHITECT/DESIGNER INFORMATION WIM �v. Fax: Name: 'F2)'Z ` cc✓- Phone: Fax: Mailing Address: Email Address: _DEVEOPMENT ORDER REQUEST) 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 rite Plan Single -Family, Located on a Single Lot ❑ Site Plan Single -Family, Located within a Larger Other: 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 Provide a brief description of the project: MAY 19 2015 I give permission to the members of the Planning Board and staff to inspect ihe-prdperty for the purpose 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 appli:-77 reqWith this application, I submitting the necessary supporting materials listed. -- Applicant's Signature:�J Date: _It� ^ �. �� --------------------------------------------------------------------------- Building Department Use: Date Application Received: By: Preliminary Review:.—.-. Final Review: _mended Site Plan: _ Other: ❑ Plans meet Town of Highland Beach Zoning and other governmental agencies requirements. 1 (.Ian meet Town of Highland Beach Zoning requirements, however, approvals are pending with other ov mental agencies requirements., � C(, v phot CD, ❑ Plans do not meet Town Building Official Signature: requirements. _J Date: t� J Received by the Town Clerk's Office: / Received By: _ Date: G /G i r Date Public Notices Mailed: Date Legal Advertisement Published: 2 1 P a g e April 15, 2015 To Whom it May Concern: PERMIT i osievv NUNtBERJ FED) CD MAY 19 2015 HIGHLAND BEACH BUILDING DEPARTMFN7 •� �_ e� 1, Andrew Robins, authorize Al Giachetti to act as agent regarding my property located at.wkik�o South Ocean Boulevard, Highland Beach, FL 33487. Sincerely nd STATE OF :F:L RIDA � COUNTY OF Sword to (or affirmed) and subscribed before me this`_ day of 2Q—, by Andrew Robins. DEENA S SCHUENHOFF • 'M as My COMMISSION *FF129M ostt� EXPIRES September 16, 2018 (NOTA SEAL) (407) 3se-0153 F10rid9N0taryService.com D Ql Cl � � D � -i W n Cil u w Z � ny xz � .. I'mtz rr 06 t� CD D D d U) 0 z 3 Z Mrn -n d rn O U Urns < p O D A )U r <_ rn )U '` r r z d < r < z n n � 0) LTI ap (p u, w �l _q TI - rtt D �tl rn � � D � n x n r cx� w Z � ny xz � .. I'mtz rr 06 t� z O bd Site Data: MAY 19 2015 c�zT� X38 33 So O�on� Adjacent Area Information 1. Adjoining Property (NW) Owners TOSCANA HOA INC Property detail Location 3701 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 244 34 7040000 1 0040 Subdivision Book 24325 Page 569 Sale Date JAN -2011 3701 S OCEAN BLVD Mailing 2. Adjoining Property (North) Owners j SIEGL LUDWIG R & If SIEGL THERESIA Property detail f Location 3809 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 244347040000101 10 Subdivision Book 01911 Page 0007 Sale Date JAN -1971 * Location of development Owners ROBINS ANDREW Property detail Location S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 24434704000010131 Subdivision Book 26846 Page 66 Sale Date JUN -2014 10262 VESTAL MNR Mailing Address POMPANO BEACH FL 33071 5854 Use Type 0000 - VACANT Total Square Feet 21108 3. Adjoining Property (North) Owners KENNEDY ANN F & i KENNEDY ROBERT N j KENNEDY ANN F TRUST Property detail Location 3813 S OCEAN BLVD i Municipality HIGHLAND BEACH Parcel No. 24434704000010121 Subdivision Book 04960 Page 1068'I Sale Date JUL-1986 I` Address BOCA RATON FL I 3809 S OCEAN BLVD j f 33487 3303 Mailing Address HIGHLAND BEACH FL 3813 S OCEAN BLVD 0900 -RESIDENTIAL 33487 3304 Mailing � Address BOLA RATON FL , Use Type COMMON Use Type 0100 SINGLE FAMILY 33487 3304 AREA/ELEMENT al TFeet Total 3092 Square Use Type 0100 - SINGLE FAMILY Not Specified Square Feet Total 5011 — Square Feet 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. 24434704000010180 Subdivision I Book 08999 Page 1531 Sale Date NOV-1995 1 3905 S OCEAN BLVD Mailing Address HIGHLAND BEACH FL 33487 3305 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 BOCA RATON FL 334873305 I Use Type 0100 -SINGLE FAMILY Total 10676 Square Feet * Location of development ,F—_— Owners ROBINS ANDREW Property detail Location S OCEAN BLVD j Municipality HIGHLAND BEACH I Parcel No. 24434704000010131 I Subdivision Book 26846 Page 66 Sale Date JUN -2014 I 10262 VESTAL MNR Mailing Address POMPANO BEACH FL 33071 5854 Use Type 0000 - VACANT Total 21 108 Square Feet 9. Adjoining Property (South) Owners KLEIMAN JEFFREY Property detail Location 3907 S OCEAN BLVD Municipality HIGHLAND BEACH Parcel No. 24434704000050012 j Subdivision Book 22605 Page 1520 Sale Date APR -2008 3907 S OCEAN BLVD Mailing Address HIGHLAND BEACH FL i 33487 3305 Use Type 0100 - SINGLE FAMILY Total Square Feet 7094 INFORMATION OBTAINED FROM PALM BEACH COUNTY PROPERTY APPRAISERS 100"W - - - - CENTERLINE - - - _ _ STATE ROAD_A-1A _ WIDTH UAR/ES---------- LCCCL BOOK �tKHEAD UTILITIES i ■ moo° loa ■ 0 N v'... .T - a J ■ I E �k 1 ■ �SINGCE FA,L9,(� 1 1 ■ ❑ 1 I� 1 I' 1 .+ SWIMMING 1 I POOL :1 12'-0" g 10'-0' OUTDOOR ETBAC . o PO T1 PATIO , o Er Ck , N ■ — � O ■ a aPPae limps olconit Mar. f /hmu I W N — — — — — — — 9LPUL — — — — ■ i — _ —9h OcL J_ ■ N ■ 2 R ■ ■ I I ■ I I ■ I I ■ I-Wrox.-Waw rd a en7 olleslared d aye alyd lulus olcwnsl. (Nov I thlaVft Foo 28) i I■I ~ECFV ¢g3'Nq BGHWATERIINE - l■ (LOCATED 1/1� g - - 1 ■ 1 � ■ ■ 0M(Ef/A15N/1H5JGH W��RL/N_E_ �W2oEEV0, I: A TLANTIC OCEAN ELEV=a00"I",�f5�--------- �GHIT�C 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 36" architectural site plan for reflected site data LEGEND — - - — PROPERTY LINE - - - - - SETBACK LINE MNEW PROPOSED RESIDENCE DIMENSION LINES W S E DESCRIPTION OF DESIGN INTENT 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 this page), provides a continuously recessed building plane for the first to the third level from the front. Garage doors with glass panels allow for natural light to reach the basement area. Building smooth stucco is painted white and 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 gray tinted glass. The main entrance is defined by a 5' Pivot door and is accessed BASEMENT PLAN EQUIPMENT IGENERATORI CAR DISPLAY7� o LAUNDRY#1 � {6) CAR GARAGE EL. 0c) I0-0' NAVD +1 ' 'GARAGE FLOOR I ®r."r,", STORAGE BASEMENT PLAN E es 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 in the equipment room. Access to the main floor of the house is possible via the main staircase or the exterior stairs around the Fountain. L J -__--r _ ___________________ GLASS POOL WALL T- ____� I I I I I I I I r IL - - j , I I L POOL r - I I ABOVE ABOVE I I I I I I I I L j SPA � II I I I I I I I I I I I I I I I�iiii ______1_ L----------------------------L------� IW Z_ I� Y 'Im r U) CAR DISPLAY7� o LAUNDRY#1 � {6) CAR GARAGE EL. 0c) I0-0' NAVD +1 ' 'GARAGE FLOOR I ®r."r,", STORAGE BASEMENT PLAN E es 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 in 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 _ oil �1 oil'fin mill tri I.mill I I f] — KITCHEN I SETBACK LINE ------------- POOL DECK ---_--- 7--------i ---- ININ qq i dd I 0 I J EL. -0-0" NAVD +20.00 FIRST HABITABLE FLOOR � i ■ �� ► MWOM �f L- STORA E FIRST FLOOR PLAN ioini I I I 7 BATH E (�) 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. SECOND FLOOR PLAN I BALCONY I MASTER 7) EDROO------------- IC -7 BALCONY I I I BATHROOM BEDROOM #2 OPEN TO , ® GRAND ROOM I BELOW I -Tyl� (L I I IJ CLOS T H/pQ) I U — v COS ER EL. CcD+12- " NAVD +32.00ca I I F- a, SECOND HABITABLE FLOOR W.I.C. I w `BES - ' 'I I I OPEN TOV. r BELOW _ LDRY#2 i I BATH # 2 I L--- n SETBACK LINE E SECOND FLOOR PLAN 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. THIRD FLOOR PLAN E THIRD FLOOR PLAN es W ELEVATIONS EL. +35'-0' AFF _ AMAX YTRUCTURE HEIGHT _________-- 6.EL�. _+23'4" AFF _ _ _ 0. O 01 -& FLR TTC•BEA�fiP _-___-_ _-_-__-_-___-_-_ f , SEL +12'-0" AFF _ _ TOP OF 1ST FLR T1E-BEAM w s s r w r SEL. +0'-0' FINISH F1 EL. +35'-0" AFF *- STRUCTUREHEIGHT "TOP -OF 3aFRFTIE-BEAM ,IE A, 11 r -- M-Mlli[ ��M� 111■ ---14-4-4---t- FRONT ELEVATION A, I r l r 1 r II r III w III f._ _ 'o r I s j r f 1 r 1 r 1 1 r I r I r I r p w NI w III r ,1, r li , r I w I r s SEL. +O'11'AFF___ FINISH FLOOR SLAB ----------- - REAR ELEVATION J Y I¢ O 4� ---14-4-4---t- FRONT ELEVATION A, I r l r 1 r II r III w III f._ _ 'o r I s j r f 1 r 1 r 1 1 r I r I r I r p w NI w III r ,1, r li , r I w I r s SEL. +O'11'AFF___ FINISH FLOOR SLAB ----------- - REAR ELEVATION ELEVATIONS EL. +35'-0" AFF EL. +23'-4" AFF _ STOP OF 2nd FL}i 71E-EEAF1_____ _ ______________ __ ________________-- _______ ____ d d d d O SEL. F +17.O — �FF -- --------- - --- --- --------------------------------------- - ---------- TOP O1ST FLR TIE -BEAM IV *EL +0'-0" AFF_ _ FINISH FLOOR SLAB EL. -10'-0"AFF 0-A LAB ------------------ ---------------------------- LEFT ELEVATION RIGHT ELEVATION ,n fg'�� SITE LIGHTING PLAN Mini -Micro Surface Downlight Surface Mount Mini -Micro' Cylinder' Mini -Micro' Recessed Uplightm thJv: n in jj,_7a Satin Fnish ;87Fj 7 (6) CEILING ® MOUNTED i I10'5"A.G.L. i COVERED PATIO i POOL LIGHTS ISTEPLIGHT POOL SPA (1) CEILING MOUNTED (16) POOL DECK SURFACE MOUNTED LIGHTS - - - - - - (2)CEILINGMOLTNTED _ F (1) CEILING MOUNTLrD I 1OWA.G.L. T-6^A.G.L. � (p)CE/L G D i 10 5"A.G.L..G.L. ® STEPLIGHT ® SI' LIGHT I � PROPOSED 3 STORY RESIDENCE ---X I"j2�CEII i MOUNTED,F L��- 9'-Y�G.Li — � ENTRY � -- — STEP LIGHT E SURFACE MOUNTED LIGHTS 0 10"1°" N(@S Invisi Mount Mini i Lu meTM SITE LIGHTING PLAN 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. VIC l tits° `°°c, -(4 uWS of MIUMAND OEAGF 1EVIEWED we 10" ;OMPLIA ATE. 00000 AT&T LTE 2:43 PM 61% VU -0 Back an re NO C new housepdf OR BK 27661 P � O RECORM 07/10/20t5 1 -30.. Palo, Beach County� tars da Sharon R. Rock, CLEK GO, �,-,LL SIR PF RN411 -NgMQ QF C2NIN .4UNTCEMENT 1V -- 8 - Aoj�, The amdersigned luzzby gives notkt tMt improveineot will be nwAt U) CeMin real Tropmy, and in a=wddm utilt �-hapl 064,7 C'N Florida Statutes, the likillouinp informatim ;�5 lwov ided in this Notio,- of DEN1,1UPTIONWIM)"RTit (Legal ticsedritiott oftir puVeii�, & succt addrc..�, if xv4.lkk- i TAX FOUO NO.- Lt 4- *7 d if 00--, 10 J1 m nDjVL�L(3.N ,at A WIN 'IsmCr my ulj)(: UNIT 3 3 4- D 6-c-&L—ec —C 7A p ^a r-A--A4�441 FQ. IC -C, tae 4. a. C()N'l1L%k-rOWS4ANt' —77� J .4-e D�,— a PCM)41a Vdth)N tile 4f*4; Of 110ri'Li,kbigriatcd hy Ow" OPLUI whom nwcub� w, Odd Jo"mWata ftube -cm cd a.., perm, itk-d in ,Qw R. a, lit 3d4iivn Io Owner dcApatc,_or M ha. 70, 1 Ojtkh), kh>�L sldlut'm }Xpiratjon Jaw WletnipirAiion dale %ill be I year from thu 4.aie sff%;,c,A,&N tmieN a6fftioddatc i, to." I I HAPT1.1t7l'i, PMU.j :!. PAYLIALL-WAIX-4-IR 1%11- I-RIV AV)TICI-f 'C411IMrkc� %qpc! �'Lj ,I fti, yu!DI F it ill, j INtit.P 1, L_jj0-4,jLY()1 is'. jgwIt) t4TI AIN I L\As,�'��icj-111-1 1 1 NJ I (Siratiture a Ovnirw or fms,"r, orOvv4tr* or lAwet's (Ptint Name an4 Provide Sigma". 1s11tleAMfte) nthttrarcxl OfficerAllrectiar/ftrwrMAjoager) State of' Fe County of day of as Six put' wo): auomcy in inane ufpvt% on behalf ofwbi" inMrumottwas exccuted) t lwso4laik knosm V or PrWuLvd Wnifficatim J ypt, uf Wmillkpi lon PrWuwd � s GeparrAL �� y -Fri o ti ory�'encal pyo July 29, 2015 Florida Department of Environmental Protection Bob Martinez Center 2600 Blair Stone Road Tallahassee, Florida 32399-2400 j PERMIT � 09787 7 Andrew Robins Ic/o Darwin C. Stubbs, P.E.NUMBE R tsiminger & Stubbs Engineerin , c. 649 U.S. Highway, Suite 9 North Palm Beach, Florida 33408 Dear Mr. Stubbs: Notice to Proceed Issued Permit Number: PB -1168 Permittee Name: Andrew Robins Rick Scott Governor Carlos Lopez-Cantera Lt. Governor Jonathan P. Steverson Interim Secretary �C�C�COM[�D 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 l (s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: l(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 hup://www.dep.stal ' us/beaches/forms.htm#CCC-L.. 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 for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. 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 eel ora.a. i ackson,de .state.fLus. Sincerely, 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 ti tvtv.dep.statefLus E`"JED JUL 2 9 2015 4 e � ND BEACH l w�SMENT 037gy7 NEER PERMITTEE Andrew Robins c/o Darwin C. Stubbs, P.E. Isiminger & Stubbs Engineering, Inc. 649 U.S. Highway, Suite 9 North Palm Beach, Florida 33408 r o. PERMIT 037877 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2600 Blair Stone Road - Mail Station 3522 Tallahassee, Florida 32399-2400 (650) 245-8336 PERMIT NUMBER: PB -1168 ja 2 9 2015 HIGHLAND BEACH BUILDING DEPARTMENT 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/pennittee 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 wil l 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. PERMITTEE: Andrew Robins PERMIT NUMBER: PB -1168 PAGE 2 037877 ION 2. Exterior dimensions: A maximum of 49.8 feet in the shore -normal by a maximum of 78.7 feet in the shore parallel direction. 3. Type of foundation: Piles. 4. Finished first habitable floor VD). 5. Understructure slab elevation: +10.0 feet 6. Location of understructure slake relative to control lme: An approximate distance of 99 feet seaward. Seaward Swimming Pool 1. 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 elevation, c&91—m—�VD t (NAVD). 4. Pool deck elevati : +19.5 fee Excavation/Fill 1. Volume of excavation seaward ofthe 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. JUL 29 2015 HIGHLAND BEACH BUILDING DEPARTMENT Other Structures/Activities l . A balcony attached to the 2nd and 3'd 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. PERMIT � 091811 N LUR13ER� Pool decking between the pool and the dwelling is to be located an seaward of the control line. REDDMCD JUL 2 9 2015 NT HIGHLAND BEACH B�i ute-t s e of 110' eet 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: Prior to commencement of construction activity authorized by this permit, a preconstruetion conference shall he 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 prcconstruetion 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 precoustruction 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; PERMIT I I r�rECrENFEn�l PERMITTEE: Andrew Robins 'I PERMIT NUMBER: PB -1168 3 $ JUL 2 9 2015 PAGE 4 tA HIGHLAND BEACH �- BUILDING DEPARTMENT 4.6. Material shall have a moist Muiis�olor 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 5120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. State of Florida Department of Environmental Protection 07/27/2015 Tony D. McNeal, P.E., Administrator Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management sb��SEOYK ;i FL A ' 1. The following general permit conditions shall apply, unless waived by the Department or modified bV*J4Xt D r K (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. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with7employees rules of the Department until all construction or activities authorized or required in the permit have e�a ormance reports, certifications, or other documents are received by the Dep artment and determi ed to b�consistent withrmit an approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its f%icers ans from any damage, no matter how occasioned andno matter what the amount, to persons or propert thatst ction or Q activity authorized under the permit and from any and all claims and judgments resulting fro sill. __ (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. (h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both 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. Florida Daparbnent of Environmental Protection (DEP) Division of Water Ram rm lSdamWM�ntrp�m`y_%�{� Coastal ,ton cwftl `;nd 9 I IT 2600 Blair Stone Road, UMI S Tallahassee, Flmida 32399 �6p0, (850) 2454336 . General Permit Conditions I 0 3 7 8 7 7 Rule 62B-33.0155, Florida Administrative Code I General Permit Conditions (May 31, 2007) Pace 1 (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 with the plans and project description approved as a part of the permit and with all conditio' any deviation from the plans, project description, or conditions of the permit. The report shall also It the project and each major individual component. The reports shall be provided to the Bureau usin the form entitled "Periodic Pro press Report" — DEP Form 73-111 (Revised 6104), which is hereby adopted and incorporated by ref ence. P5 r &4oa nZ[M5structur s or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted s -lure l{�{B*p lfoun tion pilings have been installed. At that time the foundation location form shall be submitted to n1EtRAII1Tprir to proceeding with further vertical construction above the foundation The farm shall be signed y a professional surveyor, 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 actualconfiguration 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. 6. Copies of any forms referenced above can be obtained by writing to the Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail 5 telephoning (850)488-7708. Bureau of 100, or by 037877 General Permit Conditions (May 31, 2007) Page 2 Town of Highland Beach Car Fe dman 3614 South Ocean Boulevard, Highland Beach, FL 33487 Vice Mayor: William Weitz Palm Beach County, Florida 561-278-4540 Fax 561-265-3582 31?79 FIL E 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 11Page `y fyy3�p� T S yt r'1 `' V.1 z •4 Ivi -6- -4;4 Q�w T NP lw Town of Highland Beach Building Department REVISION REQUEST (561) 278-4540 Fax (561) 278-2606 Permit #: Complete Address Where Work is being Done: -Z� � 5�� D6 Company Name: -)A(7i VmIGt4) 4�(�r/ r Contact Person: G MAY 2 5 2017 HIGHLAND BEACH BUILDING DEPARTMENT Date Submitted: rZlj /Zv I Phone: 156 t -70a. -11319- Fax: 1319 - Fax: Cell: Additional Construction Cost for This Change: $ to Exp in Revision(s): V� NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please it 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: Date Submitted: Route To The Following Departments: ❑ Building �❑ Electrical [2 .- 4echanical ❑ Plumbing ❑ Fire ❑1 Plan Reviewer: Office Use Only Additional Fees: dc -_3 Pages @ $10.00/page Fee for additional construction Val Date: ` C:\Documents and Settip6 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 #:( 2��1 Date Submitted: Complete Address Where Work is bein Done:. f �� 22 B-2 Company Name) fe2_51611�,i V. Z_ Z, Phone: cj 6 I Fax: Contact Person: Cell: 1 I Cell: Additional Construction Cost for This Change: $ Explain Revision(s): NOTE: To avoid delays, the revision needs to be clear on the (2) drawings submitted. Please it 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: It'(70111) Date Submitted: Office Use Only Route To The Following Departments: Addition I Fees: 0C Building Pages @r $10.00/page = ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire -- .- .— El Plan Reviewer: Fee for additional construct Date: 4&L C:\Documents and Settingg�bu�gess\Local Settings\Temporary Internet Files\Content.Outlook\GROD12UC\Revision Request 12/04 REV:9/05, 11/06, 4/07 Printed 12/7/2011 A R C H I T E C T BRUCE CELENSKI INC Architecture, Design, & Planning 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 CA# AA26001234 3045 N. Federal Highway, Suite 47 Fort Lauderdale, Florida 33306 E-mail:Bnjce@BruceCelenski.com TEL: (954) 917-5781 FAX: (954) 917-3503 Building Inspector Comment Response. 1. - 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. ce Ce, i, AIA ite puce Celenski, Inc. �l� 11 [J. - 1. - I q 3833 South Ocean Blvd... Highland Beach, Fl. Construction Control Budget Jun -15 LR ECC V EIJ id m lt Item Baseline Budget 1 2.00 SITE WORK: 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: 3.01 Shell $ 200,000.00 3.02 precast $ 50,000.00 3.03 frangible wall $ - 3.04 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 ►FNi 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 5.00 INTERIOR: 5.011_Metal FramingJH -an-g Drywall, Finish $ 150,000.00 AUG 2 4 2018 HIGHLAND BEACH BUILDING DEPARTMENT 3'151'7 5.02 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 5.081 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 El $ 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 - lnterior;l $ 52,000.00 5.19 Barnyard Door $ - 5.20 Door Hardware) $ 12,000.00 5.21L Mirrors/Glass Showers & Doors $ 20,000.00 M 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 Driveway $ 80,000.00 6.20 Beach Walkover $ 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) $ 1,000.00 9.00 Builder Supervision and Misc. 9.01 Working Foreman $ 20,000.00 L--9-02 Misc $ - Sub Total $ 2,583,500.00 THE AMERICAN INSTITUTE OF ARCHI AIA Document A117 T_ S (NO JUL 15 2015 HIGHG ND gUI`� DEPARTMENTLSD Abbreviated Form of Agreement Between Owner and Contractor for CONSTRUCTION PROJECTS OF METED SCO E PERMIT E IT where the basis ofpVment is the COST OF THE WORK PL USA FEE 0 3 7 8 7 7 with or without a Guaranteed Ma dmum Price N 1987 EDITION NUMBER THIS DOCUMENT KMS IMPORTANT LEGAL CONSEQUENCES, CONSULTATION WITHAN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. This document includes abbreviated General Conditions and should not be used with other general conditions. It has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Two Thousand and Fifteen (2015) BETWEEN the Owner: (Nance and address) Andrew Robins 3045 N Federal Highway, Suite #47 Ft Lauderdale, FL 33306 and the Contractor: (Name and address) JAG Design & Development/Al Giachetti 1118 Bel Air Drive Highland Beach, FL 33487 The Project is: (Name and location) Robins Residence 3833 S Ocean Blvd Highland Beach, FL 33487 The Architect is: Bruce Celensld The Owner and Contractor agree as set forth below. day of in the year of AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA ®1867 —THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A117-1987 1 WARNING: Unlicensed phoWcopying W Welles U.S. eopydgM lam mid Is subject to 190 prosecudon ARTICLE 1 THE WORK OF THIS CONTRACT 1.1 The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicates in the Contract Documents to be the responsibility of others, or as follows: All work is to be completed by Contractor. Owner shall have the right to use outside vendors so long as they are coordinated with Contractor. Contract shall be entitled to the agreed upon Contractor's Fee for any such work performed by others, based upon the contract amounts with such outside contractors. ARTICLE 2 RELATIONSHIP OF THE PARTIES PERMIT 037877 NUMBER 2.1 The Contractor accepts the relationship of trust and confidence established by this Agreement and covenants with the Owner to cooperate with the Architect and utilize the Contractor's best skill, efforts and judgment in furthering the interests of the Owner, to furnish efficient business administration and supervision; to make best efforts to furnish at all times an adequate supply of workers and materials; and to perform the Work in the best way and most expeditious and economical manner consistent with the interests of the Owner. The Owner agrees to exercise best efforts to enable the Contractor to perform the Work m the best way and most expedi- tious manner by fiunishing and approving in a timely way information required by the Contractor and making payments to the Con- tractor in accordance with the requirements of the Contract Documents. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. The Date of Commencement shall be seven (7) days after Contractor receives the last building permit to be issued. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than Fourteen (14) months after the Date of Commencement. , subject to adjustments of this Contract Time as provided in the Contract Documents. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the ConWdctoes performance of the Contract the Contract Sum con- sisting of the Cost of the Work as defined in Article 5 and the Contractor's Fee determined as follows: Warteea lump sum, percentage of Cost of the Work or other provision for determining the C.onlractors Fee, and explain how the Contractors Fee is to he adjudedfor changes in the AIA DOCUMENT All • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® M 1987—THEAMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORKAVENUE, N.W., WASHINGTON, D.C. 20005 Al 17-1967 WARNING: Unlicensed photocopying vtohrtes U.S. copytrght lairs Md In subject to lagel prosecution 4.2.1 The sum of the Cost of the Work and the Contractor's Fee is guaranteed by the Contractor not to exceed -P" fvtlk loitl'5tk d0rJ(.J Dollars ($ 9/&00/000 � ), subject to addi- tions and deductions by Change Order as provided in the Contract Documents. Such maximum sum is referred to in the Contract Documents as the Guaranteed Maximum Price. Costs which would cause the Guaranteed Maximum Price to be exceeded shall be paid by the Contractor without reimbursement by the Owner. (Insert specific provisions if the Contractor is to participate in ony savings.) 4.2.2 The Guaranteed Maximum Price is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of any accepted alternates, but only if a guaranteed Maximum Price is inserted in Subparagraph 4.1.1. If decisions on other alternates are to be male by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date until which that amount is valid.) 4.23 The amounts agreed to for unit prices, if any, are: PERMIT (state unit prices only if a Guaranteed Maximum Price is inserted in Subparagraph 4.1.1.) 037877 ARTICLE 5 COSTS TO BE REIMBURSE I V U 5.1 The term "Cost of the Work" shall mean costs necessarily incurred by the Contractor in the proper performance of the Work. Such costs shall be at rates not higher than the standard paid at the place of the Project except with prior consent of the Owner. The Cost of the Work shall include only the items set forth in this Article 5. 5.1.1 Wages of construction workers directly employed by the Contractor to perform the construction of the Work, including welfare, unemployment compensation, social security and other benefits. 5.1.2 Costs, including transportation, of materials and equipment incorporated or to be incorporated in the completed construction. All discounts for cash or prompt payment shall accrue to the Contractor. 5.1.3 Payments made by the Contractor to Subcontractors in accordance with the requirements of the subcontracts. 5.1.4 Cost of all materials, temporary facilities, equipment and hand tools not customarily owned by the construction workers, which are provided by the Contractor at the site and fully consumed in the performance of the Work. 5.1.5 Reasonable rental costs for necessary temporary facilities, machinery, equipment, and hand tools used at the site of the Work, whether rented from the Contractor or others. Rates and quantities of equipment rented shall be subject to the Owner's prior approval. 5.1.6 That portion directly attributable to this Contract of premiums for insurance and bonds. 5.1.7 Losses and expenses, not compensated by insurance or otherwise, sustained by the Contractor in connection with the Work, provided they have resulted from causes other than the fault or neglect of the Contractor. 5.1.8 Costs of removal of debris from the site. 5.1.9 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons and property. 5.1.10 Other costs incurred in the performance of the Work if and to the extent approved in advance in writing by the Owner. (Here insert modifications or limitations to any of the above subparagraphs.) 1. Costs incurred in the performance of the Work not subject to the Contractor's fee: a. Permit fees b. Builder's Risk insurance policy covering the property during construction. Cost is based on proposed value, location and height above flood zone AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AfAM ®1987 —THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20DOG WARNING: Unacensed photocopying violates U.S. copyright laws and Is subject to Isgal proseeulkm Al 17-1987 ARTICLE 6 COSTS NOT TO BE REIMBURSED 6.1 The Cost of the Work shall not include: 6.1.1 Salaries and other compensation of the Contractor's personnel stationed at the Contractor's principal office or offices other than the site office, except as may be provided in Article 26. 6.1.2 Expenses of the Contractor's principal office and offices other than the site office. 6.1.3 Overhead and general expenses, except as may be expressly included in Article 5. 6.1A The Contractor's capital expenses, including interest on the Contractor's capital employed for the Work. 6.1.5 Rental costs of machinery and equipment, except as specifically provided in Subparagraph 5.1.5. 6.1.6 Except as provided in Paragraph 10.2 of this Agreement, costs due to the fault or negligence of the Contractor, Subcontractors, anyone directly or indirectly employed by any of them, or for whose acts any of them may be liable, including, but not limited to, costs for the correction of damaged, defective or nonconforming Work, disposal and replacement of materials and equipment incorrectly ordered or supplied, and making good damage to property not forming part of the Work 6.1.7 Any cost not specifically and expressly described in Article 5. FP—E---R-:- ARTICLE 7 1 0 3 7 8 7 7 DISCOUNTS, REBATES AND REFUNnmeano-r—emaking U M B E 'k" 7.1 Cash discounts obtained on payments made by the Contractor shall accrue to the the payment, the Contractor included them in an Application for Payment and received payment therefore from the Owner, or (2) the Owner has deposited funds with the Contractor with which to make payments; otherwise, cash discounts shall accrue to the Contractor. Trade discounts, rebates, refunds and amounts received from sales of surplus materials and equipment shall accrue to the Owner, and the Contractor shall make provisions so that they can be secured 7.2 Amounts which accrue to the Owner in accordance with the provisions of Paragraph 7.1 shall be credited to the Owner as a deduction from the Cost of the Work. ARTICLE 8 ACCOUNTING RECORDS 8.1 The Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Contract; the accounting and control systems shall be satisfactory to the Owner. The Owner and the Owner's accountants shall be afforded access to the Contractor's records relating to this Contract. The Contractor shall preserve these records for a period of three years after final payment, or for such longer period as may be required by law. Should it be detemlined that the Contractor received any undisclosed rebates, incentive payments, refunds, or the like, in the course of the Project or anytime thereafter, Contractor hereby agrees to forfeit the entirety of Contractor's Fee set forth herein. ARTICLE 9 PROGRESS PAYMENTS 9.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided in the Contract Documents. The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: Initial deposit of $100,000 will be required, which will be deducted from the first draw request. All draws are to be made on a percentage of completion method. Application for payment shall be submitted to Owner by the last day of the month, and be paid by Owner on or before the 71 day of the following month. All deposits are to be paid at time of their submittal with their respective draw request. All lien releases from the previous payment will be submitted before the next payment is due. All final lien releases are to be submitted before the final payment is due. NOTE: A copy of every invoice on the job will be supplied to Owner. AIA DOCUMENT Al 17 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987 — THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N. W, WASHINGTON, D.C. 20006 A117-1987 WARNING: UMlcensed 01HAOeopy11V v}olates U.S. c4)pydpht revs and 18 subject to legal proseeatlon ARTICLE 10 FINAL PAYMENT 10.1 Final payment, constituting the entire unpaid balance of the Contract Sum and the Retainage, shall be paid by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work and to satisfy other requirements, if any, which necessarily survive final payment, (2) a final Certificate for Payment based upon Certificate of Substantial Completion as provided for in Article 20.3 herein has been issued by the Owner's consultant, and (3) a final certificate of occupancy has been issued for the property and all permits closed. If, subsequent to final payment and at the Owner's request, the Contractor incurs costs described in Article 5 and not excluded by Article 6 to correct defective or nonconforming Work, the Owner shall reimburse the Contractor such costs and the Contractor's Fee applicable thereto on the same basis as if such costs had been incurred prior to final payment, but not in excess of the Guaranteed Maximum Price, if any. If the Contractor has participated in savings as provided in Subparagraph 4.2.1, the amount of such savings shall be recalculated and appropriate credit given to the Owner in determining the net amount to be paid by the Owner to the Contractor. To the extent there is a change in scope regarding the "Firm Bid" amounts, the Parties will reach a separate agreement, if any, as to incentive regarding these amounts. ARTICLE 11 ENUMERATION OF CONTRACT DOCUMENTS I LI The Contract Documents are listed in Article 12 and, except for Modifications issued after execution of this Agreement, are enumerated as follows. To be determined 11.1.1 The Agreement is this executed Abbreviated Form of Agreement Between Owner and Contractor, ALA Document Al 17, 1987 Edition. (Either list the Specifications here or refer to an exhibit attached to this Agreement) Section Title Pages 11. 1.4 The Drawings are as follows, and are dated , unless a different date is stated below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date PERMIT 037877 AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIAO 01987 —THE AMERICAN INSTITUTE OF ARCHrrECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 Al 17-1987 WARNING: Unlicensed photoe "hQ violates U.S. CMPW laws and Is aUbJect to legal prossourlm 11.1.5 The Addenda, if any, are as follows: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 11. 11.1.6 Other documents, if any, forming part of the Contract Documents are as follows: (List bene any additional documents which are intended to form part of the Contract Dominews.) [The remainder of this page was intentionally left blank.] PERM 037977 N U.MBE AIA DOCUMENT A11T • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987 — THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A117-1087 WARNING: Unlicensed photocopying violas U.S. copyright Imm and Is subject to legal prosecution GENERAL CONDITIONS -PERMIT ARTICLE 12 CONTRACT DOCUMENTS 12.1 The Contract Documents consist of this Agreement with Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. 12.2 The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a Subcontractor or Sub - subcontractor or (3) between any persons or entities other than the Owner and Contractor. 12.3 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site and become familiar with the local conditions under which the Work is to be performed. 12.4 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. ARTICLE 13 OWNER 13.1 The Owner shall furnish surveys and a legal description of the site. 13.2 Except for permits and fees which are the responsibility of the Owner, under the Contract Documents, the Contractor shall secure and pay for necessary approvals, easements, assessments and charges required for the construction, use or occupancy of permanent structures or permanent changes in existing facilities, at the Owners expense. 13.3 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents or persistently fails to carry out the Work in accordance with the Contract Documents, the Owner, by a written order, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity. 37877 14.1 The Contractor shall s00nMj!t!�Adirfc4-doe&�" **p'ing the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless Contract Documents give other specific instructions concerning these matters. 14.2 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 14.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 14.4 The Contractor warrants to the Owner and Architect that materials and equipment fumished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 14.5 Unless otherwise provided in the Contract Documents, the Owner shall pay sales, consumer, use, and other similar taxes which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect, and shall secure and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion ofthe Work. 14.6 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the Work. The Contractor shall promptly notify the Architect and Owner if the Drawings and Specifications are observed by the Contractor to be at variance therewith. 14.7 The Contractor shall be responsible to the Owner for the acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with the Contractor. AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OW14ER-CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987 — THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: unlicensed photocopying violates U.S. copyright laws mrd to sated to legal prosecution A117-1687 14.8 The Contractor shall review, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable promptness. The Work shall be in accordance with approved submittals. When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such certifications. 14.9 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. 14.10 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. 14.11 The Contractor shall pay all royalties and license fees; shall defend suits or claims for infringement of patent rights and shall hold the Owner harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents unless the Contactor has reason to believe that there is an infringement of patent. 14.12 Contractor agrees to indemnify Owner from losses or claims to the extent caused in whole or in part by the actions or inactions of the contractor, its employees, agents or its subcontractors and material suppliers. The Owner agrees to indemnify the Contractor from losses or claims to the extent caused in whole or in part by defects in the plans provided by the Owner. Pursuant to Florida Statute §725.06, this Indemnification is incorporated by reference into the specifications and shall have a separate consideration of $10.00, receipt of which is hereby acknowledged. 14.12.1 In claims against any person or entity indemnified under this Paragraph 14.12 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Paragraph 14.12 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 14.12.2 The obligations of the Contractor under this Paragraph 14.12 shall not extend to the liability of the Architect, the Architect's consultants, and agents and employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, Construction Change Directives, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the Archi t, the Architect's consultants, and agents and emploo them provided such giving or failure to cm �rM use f the injury or damage. ARTICLE 15 ADMINISTRATION OF THE CONTRACT 15.1 Owner shall have the right at any time during the administration of this Contract to hire a private consultant to make inspection upon any draw request or any other aspects of the Work and based on the consultant's observations and evaluations, Owner may withhold payment until such issues are resolved to the private consultant's satisfaction. Any reference to Architect herein shall mean Owner's consultant as referenced in this paragraph. ARTICLE 16 SUBCONTRACTS 16.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. 16.2 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of the Subcontractors for each of the principal portions of the Work. The Contractor shall not contract with any Subcontractor to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. Contracts between the Contractor and Subcontractors shall (1) require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by the terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by the Contract Documents, assumes toward the Owner and Architect, and (2) allow to the Subcontractor the benefit of all rights, remedies and redress afforded to the Contractor by these Contract Documents. ARTICLE 17 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 17.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under conditions of the contract identical or substantially similar to these, including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such claim as provided elsewhere in the Contract Documents. 17.2 The Contractor shall afford the Owner and separate con- tractors reasonable opportunity for the introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 17.3 Costs caused by delays, improperly timed activities or defective construction shall be borne by the party responsible therefore. AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION - AIA® ®1987 — THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING; Uidlcensed photocopying violates U.& copyright lawn and Is w *d to legal prosecution A117-1967 ARTICLE 18 CHANGES IN THE WORK 18.1 The Owner, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or modi- fications, the Guaranteed Maximum Cost, if any, and the Contract Time being adjusted accordingly. Such changes in the Work shall be authorized by written Change Order signed by the Owner, Contractor and Architect, or by written Construction Change Directive signed by the Owner and Architect. 18.2 The Contract Sum and Contract Time shall be changed only by Change Order. 18.3 The cost or credit to the Owner from a change in the Work shall be determined by mutual agreement. ARTICLE 19 TIME 191 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Con- tractor confirms that the Contract Time is a reasonable period for performing the Work. 19.2 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 20.3. 193 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, by labor disputes, fire, unusual delay in deliveries, abnormal adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond the Contractor's control, or by other causes which the Architect determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect may determine. ARTICLE 20 PAYMENTS AND COMPLETION 20.1 Payments shall be made as provided in Articles 9 and 10 of this Agreement. 20.2 Payments may be withheld on account of (1) defective Work not remedied, (2) claims filed by third parties, (3) failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment, (4) reasonable evidence that the Work cannot be completed for the unpaid balance of the Guaranteed Maximum Price, if any, (5) damage to the Owner or another contractor, (6) reasonable evidence that the Work will not be completed within the Contract Time and that the unpaid balance of the Guaranteed Maximum Price, if any, would not be adequate to cover actual or liquidated damages for the anticipated delay, or (7) persistent failure to carry out the Work in accordance with the Contract Documents. attorneys' fees. 20.5 The making of final payment shall constitute a waiver of claims by the Owner except those arising from: 1 liens, claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previouslFe I that payee as unsettled at 1�1 t n f ir Payment. 7877 PROTECTION OF P� #4 21.1 The Contractor shall be responsible for initiating, main- taining, and supervising all safety precautions and programs in connection with the performance of the Contract. The Con tractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein; and .3 other property at the site or adjacent thereto. The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons and property and their protection from damage, injury or loss. The Contractor shall promptly remedy damage and loss to property at the site caused in whole or in part by the Contractor, a Subcontractor, a Sub - subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Subparagraphs 21.1.2 and 21.1.3, except for damage or loss attributable to acts or omissions of the Owner or Architect or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 14.12. 21.2 The Contractor shall not be required to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). ARTICLE 22 INSURANCE 203 When the Architect agrees that the Work is substantially 22.1 The Contractor shall purchase from and maintain in a complete, the Architect will issue a Certificate of Substantial company or companies lawfully authorized to do business in the Completion. jurisdiction in which the Project is located insurance for protection 20.4 Final payment shall not become due until the Contractor has from claims under workers' or workmen's compensation acts and delivered to the Owner a complete release of all liens arising out of other employee benefit acts which are applicable, claims for this Contract or receipts in full covering all labor, materials and damages because of bodily injury, including death, and from equipment for which a lien could be filed, or a bond satisfactory to claims for damages, other than to the Work itself, to property the Owner to indemnify the Owner against such lien. If such lien which may arise out of or result from the Contractor's operations remains unsatisfied after payments are made, the Contractor shall under the Contract, whether such operations be by the Contractor refund to the Owner all money the Owner may be compelled to or by a Subcontractor or anyone directly or indirectly employed pay in discharging such lien, including all costs and reasonable by any of them. This insurance shall be written for not less than AIA DOCUMENT A717 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987 —THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A117-1987 9 WARNING: Unkensed phokwA9yM9 vk& tes U.S. copyr(pht taws and is subject to byal presecuitm limits of liability specified in the Contract Documents or required by law, whichever coverage is greater, and shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 14.12. Certificates of such insurance shall be fled with the Owner prior to the commencement of the Work. 22.2 The Owner shall be responsible for purchasing and main- taining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self- protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents. 223 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance upon the entire Work at the site to the full insurable value thereof This insurance shall be on an all-risk policy form and shall include interests of the Owner, the Contractor, Subcontractors and Sub -subcontractors in the Work and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, vandalism and malicious mischief. 22.4 A loss insured under Owner's property insurance shall be adjusted with the Owner and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause. 22.5 The Owner shall file a copy of each policy with the Con- tractor before an exposure to loss may occur. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Contractor. 22.6 The Owner and Contractor waive all rights against each other and the Architect, Architect's consultants, separate con- tractors described in Article 17, if any, and any of their subcon- tractors, sub -subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by properly insurance obtained pursuant to this Article 22 or other property insurance applicable to the Work, except such rights as they may have to the proceeds of such insurance held by the Owner as fiduciary. The Contractor shall require similar waivers in favor of the Owner and the Contractor by Subcontractors and Sub - subcontractors. The Owner shall require similar waivers in favor of the Owner and Contractor by the Architect, Architect's consultants, separate contractors described in Article 17, if any, and the subcontractors, sub -subcontractors, ""_M of any of them. n E ARTICLE 23 CORRECTION OF V 23.1 The Contractor shall promptly correct Architect or failing to conform to the require race 23.2 Nothing contained in this Article 23 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the time period of one year as described in Paragraph 23.1 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. ARTICLE 24 MISCELLANEOUS PROVISIONS 24.1 The Contract shall be governed by the law of the place where the Project is located. 24.2 As between the Owner and the Contractor, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued: .1 not later than the date of Substantial Completion for acts or failures to act occurring prior to the relevant date of Substantial Completion; .2 not later than the date of issuance of the final Certificate for Payment for acts or failures to act occurring subsequent to the relevant date of Substantial Com- pletion and prior to issuance of the final Certificate for Payment; and .3 not later than the date of the relevant act or failure to act by the Contractor for acts or failures to act occurring after the date of the final Certificate for Payment. ARTICLE 25 TERMINATION OF THE CONTRACT 25.1 Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1 completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; .2 expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 0 3 7 8 7 7 .3 all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; .4 reasonable expenses directly attributable to termination; and .S loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. Documents, whether observed before or atter Substantial Completion and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one year from the date of Substantial Completion of the Contract or by terms of an applicable special warranty required by the Contract Documents. The provisions of this Article 23 apply to Work done by Subcontractors as well as to Work done by direct employees of the Contractor. ARTICLE 26 WARRANTIES 26.1 Contractor shall pass on to Owner the various factory AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AUS Q 1987 —THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. cop"d laws and Is subject to legal prosecution A117-1987 10 guarantees and warranties in connection with the items contained in the home being constructed and in lieu of all other warranties, expressed or implied, Contractor shall, upon receipt of final payment, warrant its work to be free from defects for a period of one year from Certificate of Occupancy (the "Sole Warranty"). THIS SOLE WARRANTY IS EXPRESSLY IN LIEU OF ANY OTHER WARRANTIES, EXPRESS OR IMPLIED, EXCEPT FOR THE SOLE WARRANTY. SELLER DISCLAIMS ANY AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS AS TO THE IMPROVEMENTS AND ALL FIXTURES OR ITEMS OF PERSONAL PROPERTY SOLD PURSUANT TO THIS CONTRACT. PERMIT 437 8 7 7 AIA DOCUMENT A117 • ABBREVIATED COST41LUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987— THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A117-1987 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to leash prosecution ARTICLE 27 OTHER CONDITIONS OR PROVISIONS This Agreement entered into as of the day and year fust written above. OWNER 3833 S Blvd 4ighland Beach (S'gwture) Andrew Robins PERr7-f 0]1 8 19 NUMBER Al Giachetti, Manager (Printed name and title) AIA DOCUMENT A117 • ABBREVIATED COST-PLUS OWNER -CONTRACTOR AGREEMENT • SECOND EDITION • AIA® ®1987 – THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A117-1987 12 WARNING: Ur MMIed photocopying violates U.S. copyAght I— and Is subject to *0 prosecution April 4, 2019 PERMIT # 37877 ROBINS RESIDENCE 3833 S. Ocean Boulevard Highland Beach, FL ELECTRICAL: 5230 S. university Or . Suite 101 • Davie, FL 33326 Telephone: 954.680,3166 . Fa.X: 954.68O.92B8 --ieengineering@comcast.net NIGNLnre 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 4/2/19 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. a Floor Plan revision, and additional appliances added to the GAME ROOM EL INII A R {moi i I Gil' LA N, D 1'-3'--A C' Town offfighlanI d Beach, Building. Department,-0,616'S-outh Ocean Blvd: Highland Beach; Florida 33487 Websftes wwr v.hjqh1qndbeach.ys aPhone: .561-2-78-4540 - Pax: 561-279-2606 REVISION REQUEST (5,61) 278-4540 Fax (561) Permit # 37877 Coin pitte.'ad deess where work is bein9 done: 3833 South Ocean Blvd, Highland Beach, FL 33487 Date. Submitted'-,; March 25,2019 Additional Construction Cost. S" 59'090-00 Explanation ofRevisions:r Jason Giachetri 3/25/19 Submitted By : Date Submit ted: Office Use Only Route to the Following Departments; Irit a. ,Mechanical �urowng o Fire. Plan Reviewer: Additional Fees't Pages @ $50 , .001page 3150 Fee for additidlial Con Date�.. �- ) 0, or 4" Ni% iN T. of -Highland B Building Department ® 3616 South Ocean Blvd., Highland Beach, Florida 33487 Website: www.hiQhlandbeach.us. o Phone: 551-278-4540 e Fax: 561-278=2606 PERMIT NUMBER 31877 Job Address: 3833 S 'Ocean Blvd Job Type: Single Family Residence Owner: Contractor: JAG Design & Development Contractor Phone' 561-702-1132 Today 3/26/2019 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.conm WNG 03/26/19 INSPECTION FORM 3---+ S)�- r �� Zo(I G� n1 jrVa R( - rLq-Ferc4jcC A3jc 70 2, S(�4i 00I'S Nu` f -r 5) 2 a i VcC V. Town of Highland Beach 3614 South Ocean Blvd. Highland Beach, FI 33487 561-278-4540 CONfictMNcCe 3s.T�� od e GqtV/V i) ?r✓� A� ` �4�, � �Cnr�fW� .� ��n�'r �,ra��l b e `3h� l�vr*-►ne c� � o"� �� r►1 SSn/anTC17 Q£rtV v syS.", N��1.vYJ � G )% 5 /lt GI�1 r �J . Cine • '1'�oI7 w, If Z F No TOA(►" `c_ -h f/V41/3 (10"- V N l r 6 5 '1111-- N� 1-1e, S '� , -e JVc� 7 I t�h� G► Wr,� 1� %-� !tom Town ofHighland 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 Job Address: 3.833 S Ocean Blvd Job Type: Single Family Residence Owner: Contractor: JAG Design & Development Contractor Phone: 561-702-1132 Today 3/26/2019 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: iremas@capfla.com WNG 03/26/19 1. ,-� January 6, 2016 Jag Design Development3 Boca Raton, Florida j Ld RE: 64-99-1505: Robins Residence BASE 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 o The bases plate will be an "L" shaped, 1 %" thick base plate with (3) 3/4" diz X S" long nelson studs I ISO JAN 0 7 2Q16 1 I 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\Correspondenoe120161B4-99-1505 Robins Design Clarification 2016-01-07.doac 5 U )1i va3LI . tcjl'' t[_'! V r BASE NTERNATIONAL INC. 98586tades Road. 4137 Boca Raton, Flonda 334.34 '!l7 7.'OA',i 4 [+4,1 -nf->"-air 4 (C^i i A'r9::;r ,.,.. cath' 4 t � • 2. SC8 that bears on C12 / o This column will shift 1 %" to the rear. 4& o The baseplate will be a 16"x16"x 1 %" with (4) %" dia X 8" long nelson studs o This baseplate should have been embedded into the column ■Now, it will be embedded into the secondary pour E ■ In order to engage this concrete, please drill and epoxy (4) #5 bars, i 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 %" 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. V,A A itted, al, Inc I JAN 0 7 2016 Adam J. Ginsburg, P.E. State of Florida Registered Professional Engineer #51199 CADropboAGEINC CloudlCorresporxlence12016184-99-1505 Robins Design Clarification 2016-01-07.docx BAY tip, It lei + 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 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 Gary R. Nrkollrs, CFR � ad Exemption Propeity Appmlsff Palm Beach County ' *40 I� Location Address S OCEAN BLVD Municipality HIGHLAND BEACH ---- Parcel Control Number 24-43-470i&ERM IT i Subdivision 7 0378 Official Records Book 26846 Page 66 { Sale Date JUN -2014 �R I 1 t N_' 4-47-43, PT OF S 100 FT OF N 1350 FT OF GOV LT 1 LYG E OF A-1 -A E S Legal Description R/W LI A/K/A PIT OF CITY LOT NO 59 ' Mailing address Owners 10262 VESTAL MNR ROBINS ANDREW POMPANO BEACH FL 33071 5854 Sales Date Price OR Book/ Page Sale Type Owner i JUN -2014 $3,675,000 26846 /0066 WARRANTY DEED ROBINS ANDREW DEC -2012 $10 25683 /0516 WARRANTY DEED "ASSAN SARAH TR DEC -2012 $10 25683 /0520 WARRANTY DEED HASSANSARAH TR DEC -2012 $10 25683/ 0512 WARRANTY DEED HASSAN FRED & AUG -2004 $3,200,000 17439/ 0963 WARRANTY DEED HASSAN FRED & j 2 No Exemption Information Available. I *Total Square 0 Acres 0.5066 Number of Units 0 Feet RS - Residential Single Fa"ilY ( 24 -HIGHLAND BEACH Use Code 0000 - VACANT Zoning Tax Year 2014 2013 2012 $0 Improvement Value $O $0 $2,700,300 Land Value $3,059,400 $2,970,300 _ $2,970,300 $2,700,3001 1 Total Market Value $3,059,400 f 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 Exemption Amount $0 $C7 $0 — Taxable Value $3,059,400 $2,970,30G52,700,300� 5/21/2015 10:55 1 of 2 http: //www. co.palm-beach. fl.us/papa/Asps/PropertyDetail/PropertyDet... — f 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 5/21/2015 10:55 AM — —. --".[Space Above This Line For Retarding OR ANT 00 Do— Stamp 725. Sharon R. _mak LL 7; t40g P ERN]TT o„a; Warranty Deed NQ _JOBER This Warrthis 4--- 2012 Warranty rust d made 19/ day of June, 2014 between Daniel Hassan, as Trustee of the Daniel Ha Hass Irrevocable Trust dated 4!19/12, as to an undivided one -heli interest and Sarah Hassan, as T Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one-half interest whosePosts affi • Hassan Mizner Lake Estates Dr., Boca Raton, FL 33432 and 60002 Le Lac Rd., Boca Raton, FL 334.96 ff ceea of the Sarah Robins, a single man whose Ge address is 343 Post office address is 10262 Vestal Manor, Coral Springs, FL 33071 'grantor, and Andrew (Whenever used herein the terms ° ,grantee: grantor'” and "grantee" include all the parties to This instrument individuals, and the successors and assigns of Corporations, trusts and trustees) and the heirs; legal representatives, and assigns of Witnesseth, that said grantor, for and in consideration of the sunt of TEN AND good and valuable considerations to said grantor in hand paid N©I1QQ f3pL1 by said grantee, the receipt whereof is hereby ac has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the fis herC$10-00) IQ )and other situate, lying and being in Palm Beach County, Florida to -wit: Y knibed land, g described .land, That portion of the South 100 feet of the North 1350 feet of Township 47 South, Range 43 East, Palm Beach County, Florida, lying ng East of t Easterly ernment 1,Ot 1, Of g Way line of State Road AIA Right of Parcel Identification Number; 2443-47.04-00-001-0131 Subject to taxes for 2014 and subsequent years; covenants, conditions, restrictions, easements reservations and limitations of retard, 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, or is it Conti ous to or a part of homestead Property. Grantors' residence and homestead address is: 343 Mizne r Lake Estates Dr-, Boca Raton, FL 33432 (Daaiel Hassan) and 6002 Le (Sarah Hassan). Lal Rd., Boca Raton, FL 33496 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 i la grantor has good right and lawful authority to sell and convey said land; that the land and will defend the same against the lawful claims of id land-, that Ily seized of said land in fee simple; that the encumbrances, except taxes accruing subsequent to December 31, 20I3, grantor hereby fully warrants the title to said whomsoever, and that said land is free of all In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. OouhleTimeg REMOVED MAY 19 2015 Prepared h. ani r,.� . to: Ronald L. Platt HIGHLAND BEACH President BUILDING DEPARTMENT Independence Tine Insurance Agency, Inc. 205 NE 5th Terrace �d Delray Beach, FL 33444 561-368-3337 File Number: B14-227 Will Call 1\10.: — —. --".[Space Above This Line For Retarding OR ANT 00 Do— Stamp 725. Sharon R. _mak LL 7; t40g P ERN]TT o„a; Warranty Deed NQ _JOBER This Warrthis 4--- 2012 Warranty rust d made 19/ day of June, 2014 between Daniel Hassan, as Trustee of the Daniel Ha Hass Irrevocable Trust dated 4!19/12, as to an undivided one -heli interest and Sarah Hassan, as T Hassan 2012 Irrevocable Trust dated 4/19/12, as to an undivided one-half interest whosePosts affi • Hassan Mizner Lake Estates Dr., Boca Raton, FL 33432 and 60002 Le Lac Rd., Boca Raton, FL 334.96 ff ceea of the Sarah Robins, a single man whose Ge address is 343 Post office address is 10262 Vestal Manor, Coral Springs, FL 33071 'grantor, and Andrew (Whenever used herein the terms ° ,grantee: grantor'” and "grantee" include all the parties to This instrument individuals, and the successors and assigns of Corporations, trusts and trustees) and the heirs; legal representatives, and assigns of Witnesseth, that said grantor, for and in consideration of the sunt of TEN AND good and valuable considerations to said grantor in hand paid N©I1QQ f3pL1 by said grantee, the receipt whereof is hereby ac has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the fis herC$10-00) IQ )and other situate, lying and being in Palm Beach County, Florida to -wit: Y knibed land, g described .land, That portion of the South 100 feet of the North 1350 feet of Township 47 South, Range 43 East, Palm Beach County, Florida, lying ng East of t Easterly ernment 1,Ot 1, Of g Way line of State Road AIA Right of Parcel Identification Number; 2443-47.04-00-001-0131 Subject to taxes for 2014 and subsequent years; covenants, conditions, restrictions, easements reservations and limitations of retard, 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, or is it Conti ous to or a part of homestead Property. Grantors' residence and homestead address is: 343 Mizne r Lake Estates Dr-, Boca Raton, FL 33432 (Daaiel Hassan) and 6002 Le (Sarah Hassan). Lal Rd., Boca Raton, FL 33496 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 i la grantor has good right and lawful authority to sell and convey said land; that the land and will defend the same against the lawful claims of id land-, that Ily seized of said land in fee simple; that the encumbrances, except taxes accruing subsequent to December 31, 20I3, grantor hereby fully warrants the title to said whomsoever, and that said land is free of all In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. OouhleTimeg FD -)ECF U MAY 19 2015 Signed, sealed d d ivered in our presence: HIGHLAND BEACH _---.- 4 BUILDING DEPARTT Daniel-fiassan, Trustee Witness Name: Sarah :Hassan, Trustee State of Florida County of Palm Beach The foregoing instrument was acknowledged before me this 4 day of June, 2014 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 `] is personally known or [X] has produced a driver's license as identification. [Notary Seal] No Pub ' -- TODD SURBER Printed Name: P"; �'�" Notary Public - State of Florida • k * = My Comm. Expires Sep 27'201 2014 %��' qn;= Commission # EE 28350 My Commission Expires: '''%;,9;,; �Bended 7hrourh Na!;~nal Notary As&n. Warranty Deed - Page 2 DoubleTimm V O PC V� 00 m u U U -._ C -_ aQ Ln FY LL- c 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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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 . 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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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L L L LLLLLLLLLL Beam Schedule ID Width Depth TOP MID BOT STIRRUPS NOTES Elevation TB100 8 12 (2)#5 _ (2)95 (5) 9301T O.0 FROM EACH CORNER, BALANCE ® 48• 1,FCALTESFAMONTOPOF WALL See Plan CB102 8 22 0#6 -- #8 #3 STIRRUPS 0 a- SEE PLAN CD103 a 22 #6 • - #5 #3 STIRRUPS 0 S" SEE PLAN CB106 8 72 #5 10 #5 05 03 STIRRUPS a 8' SEE PLAN CB109 10 10 0#5 #5 #3 STIRRUPS 0 8• SEE PLAN Calla 8 20 RIO -- 07 #3 STIRRUPS a 4- SEE PLAN Caill B 44-20 N✓(0)#7 4 #5 TWO ROWS #3 STIRRUPS 0 4" CANTILEVER SEE PLAN CB112 8 4,0 (4)#7 4 #5 (4)96 #3 STIRRUPS 4' CANTILEVER SEE PLAN C8713 12 25 #8 2 #5 #3 STIRRUPS 4' SEE PLAN CB115 8 12 #5 #5 #3 STIRRUPS B" SEE PLAN Calla 8 12 #5 #5 #3 STIRRUPS B' SEE PLAN CB117 8 12 #5 #5 03 STIRRUPS 8• SEE PLAN CB120 8 24 #5 2 #5 95 #3 STIRRUPS W SEE PLAN C8122 12 30 06 2 #5 08 03 STIRRUPS W SEE PLAN CB123 12 30 #8 2 #5 )08 93 STIRRUPS 8' SEE PLAN C8124 12 30 #6 2 #5 96 #3 STIRRUPS a- SEE PLAN C8125 12 30 96 2 #5 05 F73 STIRRUPS 8' SEE PLAN CB126 B 34 #5 2 #5 ;75 #3 STIRRUPS 8• SEE PLAN CB128 8 1 24 #7 2 95 #7 #3 STIRRUPS 10" SEE PLAN CB129 8 24 #7 2 #5 #7 #3 STIRRUPS I(r SEE PLAN C11130 8 24 #7 2 #5 #7 #3 STIRRUPS @ 10" I SEE PLAN NOTE: BEAM DEPTHS HAVE BEEN SET N ACCORDANCE WITH ARCHTTECTURALELEVATIONS FEL VVERIFY AND REPORT DISCREPANCES M FOR PRIOR TO CONSTRUCTION NOTE: TOP (4)#5 BARS SHALL BE CONTINOUS WITH THE TIE BEAM. 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. TOPPING i HG PLANK SEE PLAN LAP VARIES CC, 4X4XI/4" STEEL ANGLE MELDED TO NC_ OF STEEL BEAM 6'Xb"XI/4" H55 TUBE Im FLOOR SECTION SD7 TOPP—IN}6 O —HG PLANK SEE PLAN CONT. 4X4XI/4"STEEL ANGLE YELPED TO WEB OF STEEL BEAM 5 SECONDARY POUR e4 BAR CAST IN TOPPING r0MVAA51'N1Y 4'-O" O.G., AND 3 BAR CONTINUOUS.K SEE PLAN ALL %�:) SECTION SD7 3/4'•1'-0' 4N BEAM :HER PLATE EACH SIDE HN FLOOR SECTION SD7 3r4-.r-m• GROUTING BUTT JOINTS +/- 4" TOPPING +/-2' TOPPING NCLD TO TOP FLANGE OF STEEL BEAM TYP. HG PLANK SEE PLAN HG PLANK SEE PLAN CONT. 4X4XI/4' STEEL ANGLE WELDED TO NEB OF STEEL BEAM 2:: I/0" FLOOR SECTION SD7 3/4'•I'-0' YIELD TO TOP FLANGI OF STEEL BEAM TYP. —HG PLANK SEE PLAN 'I GONT. 4X4XI/4"STEEL ANGLE YIELDED TO FLOOR SECTION NCB OF STEEL BEAM ROOF SECTION SD7 3/4'.1-0• 15 SD2 3/4•.r-m• ©3013 COPYRIGHT RCIIIECT BRUCE —SKI. INC. — RIGHTS RESMED. THIS O—ENT OR YaRTS THE . , NNT NOT BE REPROD-10 IN ANT FORM In—T PER-101. 04 BAR CAST IN BEAM A 4'-0" O.G., 3 BAR CONT. 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. JAZ 14-029 JAZ AS SHOWN - CFecked: lOrawing ro. 16 FLOOR SECTION J SD7 .r 3/4•-m• C D +/- 4" TOPPIN O 0 HG PLANK SEE PLAN 2 1/b" LAP VARIES GONT. 4X4XI/4" STEEL ANGLE WELDED TO WEB OF STEEL BEAM �1 FLOOR SECTION SD3 3/rn'-m• O HG PLANK SEE PLAN (��:) FLOOR SECTION SD3 3/4'.I'-m' .AS, 5E'c PLAN NM, SEE PLAN a:) FLOOR SECTION SD3 3/4'"r-0' SLOPE _ CONCRETE SLAB SEE PLAN CONCRETE SEAM SEE PLAN %1 FLOOR SECTION SD3 3/4.4-0' +/- 4" TOPPING HELD TO TOP FLANGE � Y2 —HG PLANK SEE PLAN OF STEEL BEAM TYP. / I` 2 I GONT. 4X4X1/4" STEEL ANGLE k'ELPEEP TO NEB OF STEEL BEAM s FLOOR SECTION SD3 3/4'=I'-0' +/- 4" TOPPING 0 0 HG PLANK SEE PLAN 4 LAP VARIES 2 1/5 -CONT. 4X4XI/4" STEEL ANGLE WELDED TO WEB OF STEEL BEAM FLOOR / ,ROOF SECTION SD3 3/4•:E-m• 3 BAR CONTINUOUS F.F.E. = ELEV +/- 2' TOPPING = CC ONRETE SECONDARY POUR SEE RAN 0111 Tz -40 12" O.G. HG PLANK SEE PLAN �� _+ to FLOOR SECTION SD3 3/4•:1'-m' K SEE PLAN EAM SEE PLAN +/- 4" TOPPING +/- 2" TOPPIN5 O+ 000 PLAN HG PLAN LAP VAR GONT. SX ANGLE VIE "ES of s FLOOR SECTION SD3 3/4•I'-m' HG PLANK SEE K SEE PLAN 1E5 LAP V 4XI/4" 5TEEL LDED TO STEEL BEAM +/- 4' TOPPIN O o HG PLANK SEE PLAN LAP VARIES 2 1/6CONT. 4X4X1/4" STEEL ANGLE WELDED TO WEB OF 57.EL BEAM FLOOR SECTION SD3 3/4•I'-0• a FLOOR SECTION SD3 3/4••I'-m' c)2013 covrnmNT ARCHITECT BRUCE E[tENSNI. iNc. A RIGITS RESERVED. THM DICUN[NT OR PARTS TNERI NAY Nor RE REPROWCM IN ANr MR.. wiTNOUT PERK 101. 2" TOPPING HG PLANK SEE PLAN HG PLANK SEE PLAN GONT. 4X4X1/4" STEEL ANGLE YIELDED TO WEB OF STEEL BEAM a FLOOR SECTION SD3 3/a•:I'-m• GONGRETE SLAB SEE PLAN 2 -8 CONCRETE BEAM SEE PLAN ELEV. SEE PLAN 5ECONDARY POUR 4" TOPPING ELEV. SEE PI 00 m CONCRETE BEAM SEE PLAN FiG PLANK SEE PLAN b'xb"zl/2" GONT. ANGLE 3/4" 0 HEADED STUD s 12' O.G. FLOOR SECTION SD3 3/4'.r-0' -40 12" O.G. HAR GONTIMU5 +/- 2" TOPPING 3/4" 0 HE10 ADED STUD s 12' O.C. ELEV.GONCRETE SECONDARY POUR SEE PLAN .. 'LANK SEE PLAN J// 14' HG PLANK SEE PLAN 9' CONT. 4X4XI/4" STEEL PLAN AN LE WELDED TO 2"/95" WEB OF STEEL BEAM Ne: Rer:e�ons / eubm�ss�ons: Dare: PLAN II FLOOR SECTION SD3 3/4••I•-m• asaa�Yiroxs lmsn.n uuxRlxaoxs lmvgr D:-awing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. e�cowMnl HIGHLAND BEACH, FLORIDA ten. PL..re 5`s BAeEPI/.TL I 5GIEDN.f 9/i6' STLEL � M I ®� BRUCE CELENSKI, INC. na• Architecture Design & Planning 3045 N. 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. SITE WALL SEE PLAN III _ —11 III III- =111 " cp 6 c GONT. 4X4X1/4" STEEL ANGLE MELDED TO WEB OP 5TEEL BEAM ENTRY WALL DETAIL / �HG PLANK SEE PLAN ST BL BEAM • . 12"X40"XI' STEEL PLATE NV (10) J-BOLTS W/12' EMBEDED INTO CONCRETE COLUMN 13 FLOOR SECTION 114 3ra'"I•-O• lfLI—T k 111 =EP FLOOR SECTION SD4 3r4••r-m• WALL FLOOR SECTION SD4 31a•.r-0' e F O R O WELD ALL AROU .HELD HEAD DIRE LY TO (xx)"Xb"XI/2" STEEL PLATE TUBE STEEL WH RE IN/ (2) I/2"0X6" WA. INTO APPLICABLE CONCRETE OR (2) 1/2" DIAM X 6" LON6 HEADED STUDS `0 COORDINATE XX DIMENSION WITH TUBE SIZE 57EEL HEADER - SEE SCHEDULE 10 TUBE STEEL HEADER SD4 3r4••1'-&' SD4 3ra•=r-o' No: Revisions / evbmi»Ions: Da•-e: pEStt,NQIA6GipN] A16.tIA lIESIWC41+YCwt6M AI6013 aDr++CVAFKAipN] Alitl i] A9G1PEK9Ub AIStpA 0.9(}11✓EN9�NS AI6f8A Drawing Title: THE ROBINS RESIDENCE 3833 S. OCEAN BLVD. HIGHLAND BEACH, FLORIDA ®� BRUCE CELENSKI. INC. 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. STEEL BEAM TO CONCRETE COLUMN 9D5 3//•.I' 0' o�P_AN e�re�sL�a9 seE Puv C c -- - - S 4' 4" STEEL BEAM TO CONCRETE COLUMN 9D5 3//'•I'-0' No,EsA SHEAR PLATE CONNECTION SCHEDULE BEAM 912E � (I°psj TOPPING2- 1 1 1 aFILLET Tva PI O HELD TO TOP FLANGE OF STEEL BEAM NP. w�x9a 1 .a a In I a' FI�GH ae STEEL BEAM SEE PLAN HG PLANK Sc`e PLAN s!� a Pure CONT. 4X4XI/4" S DEL F° a In' sI�1 ucLD ANGLE I ELDED TO WEB OF STEEL BEAM%rlu.ei .en gD5FLOOR SECTION siEs BEAM, sEF PLAN 4 .] GL°AR SPAN o�x BASE PLATE SCHEDULE µ u e s/+ uY.' s' eemreNr a xa xln Ia e 1 a13. s' E•78Ea�€Nr BP'a rxr /e Ia Io 1 raA' T f I CONCRETE v:I.LI., 5EE r'LOOR SECTION 9D5 ]// •r n FLOOR SECTION 5D5 a//'•I'�m' n,o .— T . RI Iu1 — - a+. , T mR P.R THTR<°r — T 11 REPROMCED 11 .HT reRN —DIT PERNISS101. ss "'M „aa le ACH Tro' Is aem SEE SHEAR GON!EGTION 'Ti In' S StT_ TEAR CONNECTION SLHEDULE POR BOLT9 frYPJ `-Cw`RLE iOR BOLrS (TYPJ 8 •I "' µ � • Brun rr eF 1. s'IgL D 11JER TO CHOOSE $HEAR PLATE GR ANSLE 2. CON�LTIO.NS TO BE DETAILED BY STEEL DETAILER �: Revisi°na / aubmiee�w+e: . SHOP DRAwIN95 O REVIEYED BY EAR 9. PROVIDE �' SLOTT© HALES AT ExPAN910N ..DIM T'P.) ,. RSP.N WRLIGiRA IDI wA_. Br oin=_as 'HELD TO TOP FLANGI OF STEEL BEAM TYP. STEEL BEAM, SEE R !• 50 BENDED 19iD. HOOK TYP V]' STIFFENER o ]a' MM- RSMJ.'0.Ii&Gittix] AIEM.1f � t YG' VpAiRGelglS IDI6@ID REaplmA96N'd,NR!] Afi1].1] RE93�CLWFG]IGS AfS11.1] MCHkY9�l5 AIS10A ARg2'Ytgpb AISW]J Drawing Title: ./-4"TOPPING THE ROBINS RESIDENCE 3833 S. OCEANrBLVD. 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. FLO•I'-m•OR SECTION ��e °.�,' D . 5D5 3//'��%�0N c?.� audrawina I��" lea Ga•,e: f I CONCRETE v:I.LI., 5EE r'LOOR SECTION 9D5 ]// •r n FLOOR SECTION 5D5 a//'•I'�m' n,o .— T . RI Iu1 — - a+. , T mR P.R THTR<°r — T 11 REPROMCED 11 .HT reRN —DIT PERNISS101. ss "'M „aa le ACH Tro' Is aem SEE SHEAR GON!EGTION 'Ti In' S StT_ TEAR CONNECTION SLHEDULE POR BOLT9 frYPJ `-Cw`RLE iOR BOLrS (TYPJ 8 •I "' µ � • Brun rr eF 1. s'IgL D 11JER TO CHOOSE $HEAR PLATE GR ANSLE 2. CON�LTIO.NS TO BE DETAILED BY STEEL DETAILER �: Revisi°na / aubmiee�w+e: . SHOP DRAwIN95 O REVIEYED BY EAR 9. PROVIDE �' SLOTT© HALES AT ExPAN910N ..DIM T'P.) ,. RSP.N WRLIGiRA IDI wA_. Br oin=_as 'HELD TO TOP FLANGI OF STEEL BEAM TYP. STEEL BEAM, SEE R !• 50 BENDED 19iD. HOOK TYP V]' STIFFENER o ]a' MM- RSMJ.'0.Ii&Gittix] AIEM.1f � t YG' VpAiRGelglS IDI6@ID REaplmA96N'd,NR!] Afi1].1] RE93�CLWFG]IGS AfS11.1] MCHkY9�l5 AIS10A ARg2'Ytgpb AISW]J Drawing Title: ./-4"TOPPING THE ROBINS RESIDENCE 3833 S. OCEANrBLVD. 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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 11 a f f1 oT" - eT -,*— (q , - 6 �) 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. 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