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Land Development and Planning Project Files_1105 and 1107 Highland Beach Dr._19951018_Block 2, Lots 17 and 18 TRANSMITTAL FORM REPORT OF REVIEW AND REQUESTED ACTION BY 4 PLANNING BOARD/CQZOWNITY APPEARANCE BOARD TRANSMIT TO: BUILDING OFFICIAL FROM: PLANNING BOARD DATE: NOVEMBER 8, 1995 PROPERTY DESCRIPTION: 1105 & 1107 Highland Beach Drive Models B & C Block 2 , Lots 17 & 18, Bel Lido APPLICANT* Domenick Conte - Owner REVIEW GIVEN TO SUBJECT PROPERTY Preliminary Review Final Review X Amended Site Plan Review for enclosing back porches Other/Specify THE PLANNING BOARD/COWW=TY APPEARANCE BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED AND HEREBY CERTIFY THAT THE FOLLOWING ACTION WAS TAKEN: DENIED X APPROVED (Plans Attached) APPROVED WITH MODIFICATIONS AS NOTED OTHER/SPECIFY PLEASE TARE WHATEVER ACTION IS REQUIRED TQ COMPLETE THE SUBJECT MATTER, i.e. , ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN PLANS TO APPLICANT, ETC. Signature of Chairman IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: C.O. not to be issued until Association Documentation has been completed. For Clerk's Office Use Only: Date Reviewed: November Sp 1995 Date Transmitted to Bldg. Offcial November 14 , 1995 1994 Y ' TRANSMITTAL FORM ' REQUEST FOR REVIEW BY PLANNING BOARD/COMMUNITY APPEARANCE TRANSMIT TO: PLANNING BOARD ' (Name of Board) FROM: BUILDING OFFICIAL DATE: OCTOBER 18 , 1995 PURPOSE OF TRANSMITTAL Preliminary Review Final Review X Amended Site Plan Review for enclosing back porch Other : Specify: PROPERTY DESCRIPTION 1105 & 1107 Highland Beach Drive Models B & C Block 2, Lots 17 & 18 , Bel Lido APPLICANT: Domeniek Conte - Owner I HEREBY STATE THAT I HAVE REVIEWED THE APPLICATION AND PLANS REGARDING THE ABOVE MATTER AND THEY DO/EIIXMT MEET ALL REQUIREMENTS OF THE HIGHLAND BEACH TOWN CODE. I HAVE FURTHER ATTACHED COPIES OF ALL REQUIRED APPLICATIONS AND PLANS AND STATE THAT ALL APPLICABLE FEES HAVE BEEN PAID. lSignafi�uareof Building Off ial IF ABOVE PLANS DO NOT MEET THE TOWN CODES, DETAIL NON-COMPLIANCE AND NOTE REASON WHY REVIEW IS BEING REQUESTED: fOR CLERK'S OFFICE USE ONLY: Date Received: By. Meeting Date: Final Action: /rb - 1989 .LL-: PLANS REQUIRE REVIEW BY BUILDING DEPT, STAFF, ALL PLANS MUST BE RECEIVED 5 WORKING DAYS PRIOR TO CLOSING DATE, TOWN OF HIGHLAND BEACH PAGE 1 APPLICATION FOR SITE ANDA$LAN REVIEW Closing Date Two Weeks Prior to Meeting) DATE �� ,� Meeting held the 2nd Wednesday (a.m.) of the Month SITE PLAN REVIEW FEES PRELIMINARY REVIEW $10.00 per Unit/$200. min. :ANY PETITION OR APPLICATION NOT FINAL REVIEW $10.00 per Unit/$200. min. SPECIFICALLY SET FORTH WITHIN . THIS ORDINANCE OR IN ANY OTHER MENDED PLANS TER ORIGINAL FINAL S N TOWN ORDINANCE, i.e. any spec- RE FEE 500.0 ial professional services, #��)-� I x/17��j �� �� direct cost of services will ss—®b ew be charged. APPLICATION IS HEREBY MADE FOR SITE & PLAN REVIEW OF BUILDING (S) TO BE CONSTRUCTED AT THE FOLLOWING LOCATION: ZONING ' A/ ACREAGE Z.L NO. OF UNITS A/ LOT l'� BLOCK SUBIVISION ' $1466T yy O , PROPERTY ADDRESS �-/U�` C//0 0 e//// ,/✓ B w� APPLICANT ,F` ADDRESS�7�i� ��%�� iA���� PLANS PREPARED BY _���?�� �r���f�C`TO � � �s��'' � ��' ��✓� PERSON TO CONTACT FOR ACCESS TO PROPERTY: NAME 7� i��s�r� �2s�TELE. DOCUMENTS TO BE FURNISHED WITH APPLICATION (A) - SITE (SUPPLY 4 SETS OF PLANS) 1. Property Survey (signed and drawn within one (1) prior year) 2. Properly scaled and dimensioned 3 . Ground Floor Plan and Typical Floor Plan 4 . Legal description - shown on Site Plan 5. Landscaping (Xeriscape) plan & parking areas 6. Elevations 7. Utilities & Storm Drain Allocation B. Identify adjoining property 9. Easements (Identify) 10. Water Impact Study GENERAL INFORMATION Number of Stories Interior Garages (yes or•no) % OTHER Garage Slab above crown of road 'R FT. Density/Units per Acre Number of Dwelling U its Length of Building ��" Width' Height of buildingi East of AlA (Criteria 13.7 (B) West of AlA (Criteria 13.7 (A) ) Special Exception Required Variance Required '®�� SY Seawall Required Dune Walkover Required for Ocean Front Property rev. 6/12/89 rev. 11/13/91 TOWN OF HI GEILAND BEACH APPLICATION FOR SITE AND PLAN REVIEW PAGE 2 Setbacks: Frontage + High Rise Requirement Rear + High Rise Requirement 2.o Sides + High Rise Requirement For Alterations, indicate any change in setback. NOTE: High Rise Requirements In cases of Buildings exceeding 20 feet in Height, an additional (1) foot shall be added to the rear, side and front yards for every two (2) additional feet of height. of Building Coverage e !i Z Parking Spaces: Number Required* �� ��, X 200 Sq. Ft. * An additional 200 Sq.'*Ft. for maneuvering per space must be calculated. Loading Area': Minimum 400 Sq. Ft. X 1S Ft.' in Height Actual Describe briefly all proposed new •construction, alterations and/or demolition applied for: ZEE .00 The undersigned fully understands that this application for review is not a building permit, and that no work of any kind shall be done on the lot . or property until (1) a formal building permit application, with all necessary building plans and specifications, has been filed with the Town by the owner or his agent and (2) such plans and specifications have been approved and a building permit issued by the Town of Highland Beach and (3) all utility connecting fees to be paid in advance and (4) all sub contractors to pull their respective permits prior to issuance of a building permit. (SIGNED) OWNER OR APPLICANT TRANSMITTAL FORM REPORT OF REVIEW AND REQUESTED ACTION BY PLANNING HOARD/COMM=TY APPEARANCE BOARD TRANSMIT TO: BUILDING OFFICIAL FROM: COMMUNITY APPEARANCE BOARD DATE: NOVEMBER 30, 1995 . r PROPERTY DESCRIPTION: 1105 & 1107 Highland Beach Drive Models B & C Block 2, Lots 17 & 18 , Bel Lido APPLICANT: Dominick Conte (Owner) REVIEW GIVEN TO SUBJECT PROPERTY Preliminary Review Final Review X Amended Site Plan Review for enclosing back porth Other/Specify THE PLANNING BOARD/COMMUNITY APPEARANCE BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED AND HEREBY CERTIFY THAT THE FOLLOWING ACTION WAS TAKEN: DENIED X APPROVED (Plans Attached) APPROVED WITH MODIFICATIONS AS NOTED OTHER/SPECIFY PLEASE TARE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e. , ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN PLANS TO APPLICANT, ETC. C Signature Chairman IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: For Clerk's Office Use Only: Date Reviewed: November 30 , 1995 Date Transmitted to Bldg. Offcial December 1, 1995 4 • 1994 1 PUBLIC NOTICE TOWN OF HIGHLAND BEACH COMMUNITY APPEARANCE BOARD REGULAR MEETING AGENDA DATE: THURSDAY, NOVEMBER 30, 1995 TIME: 9 :30 A.M. PLACE: COMMISSION CHAMBERS 3614 SOUTH OCEAN BOULEVARD HIGHLAND BEACH, FLORIDA 33487 ROLL CALL APPROVAL OF MINUTES OCTOBER 26, 1995 REGULAR MEETING NOVEMBER 2, 1995 SPECIAL MEETING NOVEMBER 9, 1995 SPECIAL MEETING NEW BUSINESS AMENDED SITE PLAN REVIEW FOR ENCLOSING BACK PORCH AT 1105 AND 1107 HIGHLAND BEACH DRIVE, MODELS B & C, BLOCK 2, LOTS 17 & 18, BEL LIDO. DOMINICK CONTE (APPLICANT/OWNER. ) PRELIMINARY REVIEW OF SINGLE FAMILY RESIDENCE AT 3907 S. OCEAN BLVD. , LOT 57 EAST (SOUTH HALF OF LOT. ) JOHN D. CONWAY (APPLICANT) , LEVIN (OWNER) , [DeGANAHL TRUST] . OLD BUSINESS GREENING COMMITTEE TOWN MANAGER MARY ANN MARIANO WILL BE JOINING THE GREENING COMMITTEE DISCUSSION. DISCUSSION OF TREE PRICES. ADJOURNMENT THE PUBLIC IS INVITED TO ATTEND. IF ANY DECISION OF THE COMMUNITY APPEARANCE BOARD AFFECTS YOU, AND YOU DECIDED TO APPEAL ANY DECISION MADE AT THIS MEETING WITH RESPECT TO ANY MATTER CONSIDERED, YOU WILL NEED A RECORD OF THE PROCEEDINGS AND, FOR SUCH PURPOSES, YOU MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. (THE ABOVE NOTICE IS REQUIRED BY STATE LAW. ANYONE DESIRING A VERBATIM TRANSCRIPT SHALL HAVE THE RESPONSIBILITY, AT HIS OWN COST, TO ARRANGE FOR A TRANSCRIPT.) IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT, PERSONS WHO NEED ACCOMMODATION IN ORDER TO ATTEND OR PARTICIPATE IN THIS MEETING SHOULD CONTACT-TOWN HALL AT (407) 278-4548 WITHIN A REASONABLE TIME PRIOR TO THIS MEETING IN ORDER TO REQUEST SUCH ASSISTANCE. POSTED: NOVEMBER 20, 1995 TRANSMITTAL FORM ' REQUEST FOR REVIEW BY PLANNING BOARD/COMMUNITY APPEARANCE TRANSMIT TO: COMMUNITY APPEARANCE BOARD ' (Name of Board) FROM: BUILDING OFFICIAL DATE: OCTOBER 18, 1995 PURPOSE OF TRANSMITTAL Preliminary Review Final Review X Amended Site Plan Review for enclosing back porch Other : Specify: PROPERTY DESCRIPTION 1105 & 1107 Highland Beach Drive Models ,6 & C Block 2 , Lots 17 & 18, Bel Lido APPLICANT: Domenick Conte - Owner I HEREBY STATE THAT I HAVE REVIEWED THE APPLICATION AND PLANS REGARDING THE ABOVE MATTER AND THEY DO/ROXN®T MEET ALL REQUIREMENTS OF THE HIGHLAND BEACH TOWN CODE. I HAVE FURTHER ATTACHED COPIES OF ALL REQUIRED APPLICATIONS AND PLANS AND STATE THAT ALL APPLICABLE FEES HAVE BEEN PAID. Signature of Building Offic 1 IF ABOVE PLANS DO NOT MEET THE TOWN CODES, DETAIL NON-COMPLIANCE AND NOTE REASON WHY REVIEW IS BEING REQUESTED: FOR CLERK'S OFFICE USE ONLY: Date Received: By: Meeting Date: Final Action: /rb - 1989 F` Revised 3/30/89 TOWN OF HIGHLAND BEACH Page 1 0° 2 Community Appearance Board APPLICATION FOR PROJECT REVIEW To qualify for review, Applicant must fill out entire application Portion of Project Covered by This Application ®" Su mission Date Project Name /7 V L"` Ll .Site Address :Ila Ir A /X017111"4464 /�*M/ � Town Lot No.• (E or W) lo�rS 7 4LIS-•4' 440 f{L oZ APPt's Name, Address, Telephone Owner's Name, Address, Telephone / 7, i9i�ioip�i' �,�ii���,� s✓l�ih� Architect's Nana, Address, Telephone No. Landscape Architect's Name, Address, Tele �7J'u /yW/S' 57-,r A4A5.;.,47Ar AG - 5._f 4379•lw�1,0 All meetings of the Community Appearance Board are open to the public. The owner, architect and landscape architect are urged to attend. Each applicant must famillariz himself with the Board Crit aria and Procedure. Art application is required for each part of a project; building and grounds, sales office-trailer, signs, etc. One copy c each application form is adequate. EEVIEi� - All boxes below must be checked by' the applicant to indicate all requirements have been met, or marked "NA" if not applicable. Each application form must be accompanied by four sets of building and landscape drawings;•couple- In every respect. Plans must show approval by Highland Beach Planning Board. ® 1. Completed CAB Application Form 2. Site Plan drawn to scale of at least 1/1611 or , structures, decks, pool, walks, drivW01adididual�ng Location of water and electric meter locations, exterior mechanicaliand ng spool , equipment and trash containers. 3. Certified Lot Survey, made• and dated within one year of Application showing location, species nomenclature and size of all existing trees and protected shrubs. "Indicate clearly those to be relocated. 4. The detailed landscape plan showing correct location of buildings, recreation areas, walks, drives, parking areas, etc. including: EZIa• All existing and relocated trees and plants. Indicate drought tolerance ratings either 0, 1 or 2 per %eriscave Plant Guide, Donselman b Broschat, South Florida Water Management District; 1987. Commun-cy .ippearacce Board k??L1CkT10N FOq PQO,;IC': REVIEW? page 2 Of b. All nen trees co be added with their formal and cemmon names and sines as planted (exeludLng containers) and drought above. tolerances, as e. .all new shrubs and ground covers to be added with their formal and common names and sizes as planced,• and drought, tolerances, as above. r--f� d. All new hedges to be added"with their formal and common names and II—� I1 sizes as planted including numbers of plants, center-co-cent,, spacing and drought tolerances. as above. e. Indicate location(s) of sprinkler(s) planned to irrigate turf areas. f. Indicate low-volume drip, spray or bubbler g• voce soil amendments to be made co improve acereholocations. cy of s✓�Q q the project sail. h. Indicate locations of mulches to be used to lower soil temperatures and to minimize evaporation. i. `Indicate material, color, height of walls or fences, if used. Show location of all exterior lighting on landscape plans. 5. Affidm.Qit of Ownership 6. Complete sec of hour (4) plans including elevations of all sides, .details IZI Of facades in scale sufficient to clearly illustrate appearance as built. Detailed drawings of ioof required if equipmene is located thereon. 7. Complete material and color schedule showing color schemes, materials and treatment. PalnC chips are required for each color, and material sampl are to be.provided if samples of standard materials are not available in as Building Department. a. Roof Surface Mat sial Color (Chip f) b. Fascia ep� IM c. Soffic We& a a. walls rr" Qe. Decorative panels f. Grill Block S. Columns h. Shutters i. Beams o k J. Cable Ends k. window Frames I. Class m. Doors n. Railings * S a >c>�FGG � & _ QatvL .s�t.�l>�l� o. doors (Porch, patio)* 6 � r P. Screens * Go q. Exterior Lighting * is Q *Samples not required ,D ?e:Zc a s' �Igss- Chi 41;W / �G� ..?PLICATION ,EES Pralimina,y Review $200.00 min./$10.00 pe: uni: c i:.al Rave•.t S' mi—.t./$I0.00 per unit ad Rev- 4500.00 JOHN A. GRANT, JR., INC. 3333 N. FEDERAL HWY. CONSULTING ENGINEERS & SURVEYORS BOCA RATON, FLORIDA ' 4 SKETCH OF SURVEY OF L. 171 B. 2 BEL LIDO PLAT BOOK 25, PAGE 97 HIGHLAND BEACH , PALM BEACH COUNTY, FLORIDA 6uR�Ei FOR 00A)MICK Co�JTE MOTE EUV" SUCK+ R-0'0,1 ARE - 8WA) ON THE NATINAL ROPETIc VWK01. DATUM OF Isla. TOP Or WATER ELEU = (-)0 30 'VGR�yE OPED MARCH 11, (493 of MAO&ROve N FuV IR a' ✓ 2' 4 (>r1AP361ZjX.PC j6PO---F �kNJ( B(J�Ji';GAR a f,�1k VE`I lFxF71D �� FM - Found IN - Iron Rod 1P - I ron Pipe bQ/ PC - Plastic Cap N/C - Na i 1 and Cap E - Easeaeot t U - Utility Ln i D - DraimMe ?41 - Manhole I� g VACANT ,o ; SH Fri - benchmark FF - Finished Floor ELEV - Elevation ELEV. ' 4 cJ P - Plat F - Field R - Radius L - Arc Length A - Central Angle 'CIIB - Chord Bear i rg 4 - Centerline R/u - Right-of-my Q,5 HF - Wood Fe ce I t -- C1F - Chainlink Fenn 5. PCP - Permanent Con- J J( I$ ApeHor< trol Point wile m WTI CSS - 1 F►�0 41 (P PRM - Permanent Refer- L Stu ence Monuront �j GU 0 121 N 0 ` KA rete Bock FPO I k 8 !,q I FOG 3/4.. 1 P PC RLZifl-Z it 0.3 N an E 00 00' P'//— 100 04—F—�� DOC P,)Ag POLE u�St. U4,47' . "� ��CATV Rt`_ER N 513T CABLE r II'll., 30-OC rSM-NAIL CLEU 460 RISER 30,1 =. FIJO Foo CAbb ?"A!l iJ Flo. NAIL I HEREBY CERTIFY: This sketch of survey of the above described property is true and correct to the beat of my UP-bAit :dRJe i ' L' 696 P! 41 A,u Fe /b$ Pb T 31,,0 93 L4 IVknowledge and belief as recently surveyed under my y-� 4 direction, and conforms to the minimum technical Drawn By ' ' Dote standards es set forth by the Florida Board of Professional Land Surveyors in apter 21HH-6, Florida Checked By -'7 F.B. pg Administrative Code, pursuant Sa tion i,�2.02?, Florida Statutes. Scale Job No. Stemwall F.B. Pg. _ Reg. Land Surveyor No.III 024 State of Flacids _. This survey not valid unless-,tiabooved with ra s" teal. ` JOHN A. GRANT, JR., INC. 3333 N. FEDERAL HWY. CONSULTING ENGINEERS & SURVEYORS BOCA RATON, FLORIDA SKETCH OF SURVEYOF L. 18 , B. 2 BEL LIDO PLAT BOOK 25 , PAGE 97 HIGHLAND BEACH , PALM BEACH COUNTY, FLORIDA �JRdE1 FOi �.' 1 KA006; WVJN HEREOIJ AREH.!4 FA`�0 Ou THE IJA110tiAL � � - 3LAlvi? �:�::� ^�:,;� GEvuEtic VEP-lull DATUM of Ig2q '(OP OF WAX9 6Lbj 032 DMD NA96H n, Igg3 E OUX10 A RY SIJhyEY Ev&E OF MAAI GROd E .-- 100.00 P I Do,03' F fro 314„ IR 1 �7p TOP OF BANK FND - Found TC - Plaatie Gp IR - Iron Rod !VC- P" erd Cwp If' - Iron Pipe R -Radius F - Faaearnt I -Atc Length �6 U - Utility A -Genual Angle D - Drainage CHi-Chord Bearing FH - Manhole - Gnterl.ire FIM Benclmark RA- Right-of-vay FI FV - Elevation FF - Finisf—I Floor �-- P - Plat 11F -kt"] Fe.k.e F - Field CIF-Quinlink Fence PCP - I'enalm t Control Point PRM - Permanent Reference Monument M - Concrete Block and Stucco -� 1 7' N VACANT L r 41 n 5' X I$ AyGNoR, N ER`_EmEIAT Z.� r 4I0 'Ii* IP r, f00 3/4" 1 P ,r 0.31 W; 0.15 E �.�. 'M� ��-" FOO , a 0 PoWCR POLE ljl ST LIGHT 'o SET CABLE RISER . N N Cary ,I�Ek Bm-NP;L Et.Ey 4 33 too---- — N G , _ _ � k6h CAW I f-j Ili I HEREBY CERTIFY: This sketch of survey of the above p7d*scribad isUP-GATE Q 795 Ph 4I Aup F.B J63 ht l4 31?gg2 �y T knowledge pandeCberue lief t as recentland y c survey" undert to the beat of ey :al 44 direction, and conforms to the minimum technical Drown By yb, '` ' Date �' — standards as set forth by &he Florida Soard of Professional Land Surveyors_ 1 Chapter 1HH•-E, Florida Checked By y F.B. pg. j t Administrative Code, pursuan /S• 1 72.027, Florida Scale ` Job No. ' i ti '. Statutes. ,lf:� Stemwall F.B. — pg Ret. Land Survayot Ike. 3324 State of Florida This survey not valid unless embossed with raised seal. �y Department of Community Affairs SN: 6103 s FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptiv he hod SOUTH PROJ`ECT NAME: 95040 ; BUILDER:Gjr�y �tj J40w)/W_ AND ADL ESS : Lot 17 a 18 , Bel Lid ; PE-RMITTING ; CLIMATE R' Highland B ach FL . ; OFFICE: Highland Bea ; ZONE: 7 ; ,-; 8 ;X; 9 ; _, OWNER: t?� �b � � ; PERMIT NO . ; JURISDICTION NO . 1 CK 1 .• New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 1 3 . 0 4 . If multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 2569 .00 6 . Predominant eave overhang ( ft . ) 6 . 2 .50 7 . Porch overhang length ( ft . ) 7 . 11 .00 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a .550 .9sgft 0 .00sgf t b. Tint , film or solar screen 8b . O .Osgft O.00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value, perimeter ) 9a .R= 0.00 , 232.30 ft 10 .Net Wall type area and insulation: a. Exterior : 1 . Concrete ( Insulation R-value ) 10a-1 R= 3.00, 1730.35sgft a . Adjacent: 2 . Wood frame ( Insulation R-value ). 10a-2 R=11 .00 , 162 .00sgft 11 .Ceiling* type area and insulation a. Under. attic ( Insulation R-value) 11a.R=19 .00 , 2948 .00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 uncond 13 .Cooling system 13 . Type: Central A/C SEER: 11 .00 13 .Cooling system 13 . Type: Central A/C SEER: 11 .00 '14 .Heating System: 14 . Type: Strip Heat .< cop: 1 .00 ' 14 .Heating System: 14 . Type: Strip Heat COP: 1 .00 • 15 .Hot water system: 15 . Type: Electric EF: 0.88 16 .Hot Water Credits: .(HR-Heat Recovery , 16 . DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1 , 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan , CV-Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier , MZ-Multizone ) .19 .EPI ( must not exceed i00 points) 19 . 99 .78 a . Total As Built points 19a . 43536 .38 b . Total Base points 19b . 43631 .51 ------------------------------------------------------------------------------- I Hereby certify that the plans. and ; Review of the plans and specification specifications covered by thio Qalgv- ; covered by this calculation indicates .lation are in compliance with the compliance with the Florida anergy Florida Energy Code . Code . Before construction is complete, this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 .908 F .S . • 1 + I hereby certify that this building is in compliance with the Florida Energy Code . 1 r L 1 OWNER/AGENT : F-4)T1 DT NG OFF T i:.T;:;I_ l SUMMER CALCULATIONS (' EASE ___ _-_ AS--BUILT GCASS---------------- ORIEN AREA X BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF POINTS!1 # N 181 .80 109 .7 19943 .5 ; SGL CLR N 38 .0 64 .5 .53 1299 .0;., ( SGL CLR N 79 .8 64 .5 .70 3603 .0i1i� SGL CLR N 64 .0 64 .5 .64 2629 -4 ` 1 E 54 .20 109 .7 5945 .7 SGL CLR E 9 .7 136 .3 .59 780 0 " SGL CLR E 18 .7 136.3 .34 866 .6� SGL CLR E 7 .1 136 .3 .34 329 0 , SGL CLR E 18 .7 136 .3 .34 866 6 j,(Ijj( S 106 .00 109 .7 11628 .2 ; SGL CLR S 37 .4 135 .6 .58 2937 .51 SGL CLR. S 46 .5 135 .6 .30 1891 .b,};;t SGL CLR S 22 .1 135 .6 .30 899 .O.J'hil W 118 .95 109 .7 13048 .8 SGL CLR W 80 .0 136 .3 .81 8792 SGL CLR W 11 .6 136 .3 .34 537 .6.1,' SGL CLR W 11 .6 136 .3 .34 537 , ;(i, ; SGL CLR W 3 .8 136 .3 .37 191 .1, fl, ' SGL CLR W 12 .0 136 .3 .45 743 .-1;� NW 90 .00 109 .7 9873 .0 ; SGL CLR NW 90 .0 94 .8 .53 45156'J ----------------- -Jf f; .15-x-COND . FLOOR %-TOTAL -GLASS-=-ADJ . x--GLASS- -- - ADJ GLASS GLASSJ_ AREA AREA FACTOR POINTS POINTS POINTS , ----------------------------------------------------------------------------- :15 2 ,569 .00 550 .95 .699 60 ,439 .21 42 ,272.89 31 ,419.59 '` :ill NON�GLASS------------ AREA x BSPM = POINTS TYPE _ R-V(-SLUE AREA x SPM = POINTSu ------------------------------- ------------------------------------------- WAL.LS---------------- .Ext 1730 .3 1 .6 2768 .6 Ext N©rmWtElcck In 3.0 1730 .3 2 .70 4671 .9 Ad j 162 .0 1 .0 162 .0 ; Ad j Wood Frame 11 .0 162 .0 1 .00 162 .0 zi ,DOORS---;------------- � '��'+j� ,Ext 60 .8 6 .4 389 .1 Ext Wood 44 .8 9 .40 Ext Wood 16 .0 9 .40 150 .. !' Adj 18.0 2 .6 46 .8 Adj Insulated 18 .0 2 .60 46 .0 ..CEILINGS------------- UA 2569.0 .8 2055 ,2 Under Attic 19 .0 2948 .0 1 .50 4422 011. -FLOORS--------------- Nil . Slb 232 .3 -20 .0 -4646 .0 ; Slab-on-Grade .0 232 .3 -20 .00 -4646 011jj ;; INFILTRATION-=-------- 2569 .0 14 .7 37764 .3 ,Practice #2 2569 .0 14 .70 37764 .3f{ �; TOTAL-SUMMER-POINTS- 80 ,812 .88 , 74 ,412.161 � :' TOTAL, x SYSTEM - COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING ;; SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ,'„ wU4 • --- --------- --------------- - - -- --------------------------------v-- i��f -80 ,812 .88 .37- 29 ,900 .76 .; 74 ,412.16-1 .00 1 .100 .310 1 .000 25 ,374 .55, 111, :G ___� ____________________________ ________ ________________�______-__�_____� ,4if� Xc�e�c�c�.•:k���c�C�c�c�:�cXc�c:(c�cxc�c�c�c�:*�c�:��c:K�k�C�c�c�C�:�c�c�:�:%k�c�K�c�C�c*�c�C�Cxc�:�cxc�C�C�c�:�C��:�c�:=KXc�c�c�cak%K�cx:%k�cxc�c�c�e�c* �"is WINTER CALCULATIONS ' BASE --_ ___ AS-BUILT ORIEN AREA x, BWPM = POINTS TYPE SC ORI•EN AREA x WPM x WOF = POINTS;` j� _ _ _ _ --_ _,___________________________________________________________ � N_- 181Y.80_ _ - .4 -72 .7 ; SGL CLR N 38 .0 3 .7 1 .26 177 .21 if SGL CLR N 79 .8 3 ..7 1 .14 336 .6 ; ! SGL CLR N 64 .0 3 .7 1 .18 279 .9 ;:' E 54 .20 - .4 -21 .7 SGL CLR E 9 .7 .1 11 .04 10 .71. SGL CLR E 18 .7 .1 22 .04 41 .2 V.?' SGL CLR E 7 .1 .1 22 .04 15 .6'4 SGL CLR E 18 .7 .1 22 .64 41 .2;x;;, S 106 .00 - .4 -42 .4 SGL CLR S 37 .4 -2 .0 .27 --20 .4`i,J SGL CLR • S 46 .5 -2 .0 -1 .92 178 .64. SGL CLR S 22 .1 -2 .0 -1 .92 84 .9Xji W 118.95 - .4 -47 .6 ; SGL CLR W 80 .0 .1 5 .13 41 .0?'1!, SGL CLR W 11 .6 .1 22 .04 25 .6" !:' SGL CLR W 11 .6 .1 22 .04 25 .6'8 i,' SGL CLR W 3 .8 .1 20 .14 7 .6"]�' SGL CLR W 12 .0 .1 14 .83 17 .8:3%' NW 90 .00 7 .4 -36 .0 ; SGL CLR NW 90 .0 2 .9 1 .41 368 . ' _ _______________________________________ ;;; , .15-x-COND .-FLOOR % TOTAL-GLASS _-WADJ . --x GLASS -- ADJ GLASS GLASS-' + '� AREA AREA FACTOR POINTS POINT __________________ -___----__-_-_-_�._-__--_-----____---_--- P-INTS -__-------- -- , ."15 2 ,569 .00 550 .95 .699 -220.38 -154 .14 ; 1 ,631 .24 f j .---- i. NON GLASS__--__-----_ AREA x BWPM _ POINT'S ; TYPE R-VALUE AREA x WPM - POINTS!j,., .----____-.----------------------------- --_-__--_-__----_-__-_------________ 111 WALLS________________ . Ext 1730.3 .3 519 .1 Ext NormWtBlock In 3 .0 1730 .3 1 .20 2076 .41 Adj 162 .0 .5 81 .0 ; Adj Wood Frame 11 .0 162 .0 .50 81 .0.1 ' DOORS----______________ i' Ext 60 .8 1 .8 109 .4 Ext Wood 44 .8 2 .80 1255 .4"" 'i ' Ext Wood 16 .0 2 .80 44 8 Adj 18 .0 1 .3 23 .4 ; Adj Insulated 18 .0 1 .30 23 4�R"- CEILINGS------------- q' ! UA 2569 .0 .1 256.9 ; Under Attic 19 .0 2948 .0 .30 884 4, I FLOORS_______________ Slb 232 .3 -2 .1 -487 .8 Slab-on-Grade .0 232 .3 -2 .10 -487 .81f INFILTRATION--------- � ! 2569 .0 1 .2 3082 .8 .,Practice #2 2569 .0 1 .20 3082 8 ^ '? TOTAL WINTER POINTS ' 3 ,430 .68 7 ,461 .6� TOTAL M~xr�SYSTEM�~--HEATING- ; TOTAL ~ x�CAP x�DUCT�x-SYSTEM�x-CREDIT -�HEATINGJ!`' WIN PTS MULT ` POINTS COMPON RATIO MULT' MULT MULT _ POINTS a� ' ---�_-____ ------ y----3----�--7-461 .67_1 .00-1-100-�-1 .000__--1 .000---8 ,207 .84�it'j 3 ,430 .68 1 .10 3 ,77 .74 , . WATER HEATING tri' *xc*�c*:k:�c�kxc�c�*�c�c**�c�c%K�:t�=K�c�c�cxc*�Cxc��cXc�cXc�cxc*�:k:k�c*�C�cxc�cxc�cxcXcxc�c�C�kxc�K*x:�c�k�cxc�c�lcxc%k�c�c�C�c�c�cXc�c�c�c�::�c {J•if 3 ! -__ BASE ___ ___ AS-BUILT 'NUM OF x MULT - TOTAL ; TANK VOLUME Et` TANK x MOLT x CREDIT = TOTAL ��' BEDRMS RATIO MULT +' ____________ ______,___________________—_______________.___---__________—___—__— 4;[�: 3 3319 .0 9 ,957 .00 80 .88 1 .000 3318 .0 1 .00 9 ,954 .00 --------------- j SUMMARY ' i --- BASE --- — -- AS—BUILT - —_ COOLING HEATING HOT�WATER TOTAL COOLING HEATING� ~HOT WATERTOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTSt'ill" ______ 29900 .8 3773 .7 9957 .0 43 ,631 .51 25374 .5 8207 .8 9954 .0 43 ,536 .38f+ * EPI — 99 .78 � yyhf J 4rf{,F L Ir Fay k„' a t a s i i I k J _ r i yE ENERGY GUIDE or detailed information of the EPI rating number 'll"1 ar for any ITEM listed , ask Your Builder for EPI= 99 .8 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------- ______________;{_ : ;N The maximum allowable EPI is 100 . The lower the EPI the more efficient the homed+� RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ifll ITEM HOME VALUE Low Efficiency High Efficiency;!;.,!! SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . .Single Clear ; ;{-------------------- � INSULATION . . . . . . . . . . . . . . . . R--10 R--30 ':dt! Ceiling R-Value . . . . . . . . . 19 .0 ---------r,{__________ i _ P-0 R-7 li Wall R-Value . . . . . . . . . 3 .7 I __________;{__________ � 9�; R-0 R--19 P Floor R--Value . . . . . , . . . 0 .0 : X-------- _________ AIR CONDITIONER. . . . . . . . . . . . . i`r, 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . . . . . 11 .0 : __;{__________________ � ; 9 .7 EER 16 .0 6j HEATING SYSTEM . . . . . . . . . , . . . . 'If` 2 ,50 COP 4 ,19 G Electric COP/HSPF . . . . . . . . 1 .0 : X-------------------- 0.78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 ___________________ WATER HEATER . . . . . . . . . . . . .'. . . 0 .88 0 .96 Electric EF ... . . . . . . . . . . . . 0 .88 : X____________________ � ± ' j 0 .54 0.90 Gas EF . . . . . . . . . . . . . . 0 .00 _____________________ � 0 .40 0 .80 ' Solar EF . . . . . . . . . . : . . . ________ _________ Z°! OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,s I certify that these energy saving features required for the Florida 'zfP Energy Code have been installed in this house . 's Y Builder F Address: Signature. Dade: City/zip Florida Energy Cade for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 , r . 'I TRANSMITTAL FORM REPORT OF REVIEW AND REQUESTED ACTION BY PLANNING BOARD/COHMVNITY APPEARANCE BOARD TRANSMIT TO: BUILDING OFFICIAL FROM: COMMUNITY APPEARANCE BOARD DATEt NOVEMBER 30, 1995 PROPERTY DESCRIPTION: 1105 & 1107 Highland Beach Drive Modelo B & C Block 2, Lots 17 & 18, Bel Lido APPLICANT: Dominick Conte (Owner) REVIEW GIVEN TO SUBJECT PROPERTY Preliminary Review Final Review X Amended Site Plan Review for enclosing back porch Other/Specify THE PLANNING HOARD/COMMUNITY APPEARANCE BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED y AND HEREBY CERTIFY THAT THE FOLLOWING ACTION WAS TAKEN: DENIED X APPROVED (Plane Attached) APPROVED WITH MODIFICATIONS AS NOTED OTHER/SPECIFY PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e., ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN PLANS TO APPLICANT, ETC. Signature Chairman IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: For Clerk's Office Use Only: e9 . � d Date Reviewed. November 30 1995 Date Transmitted to Bldg. Offcial December 1, 1995 1994 • I TRANSMITTAL FORM ' REQUEST FOR REVIEW BY PLANNING BOARD/COMMUNITY APPEARANCE TRANSMIT TO: COMMUNITY APPEARANCE BOARD ' (Name of Board) ' FROM: BUILDING OFFICIAL OCTOBER 18 DATE.. , 1995 PURPOSE OF TRANSMITTAL Preliminary Review Final Review X Amended Site Plan Review for enclosing back porch Other : Specify: PROPERTY DESCRIPTION 1105 & 1107 Highland Beach Drive Models A & C Block 2, Lots 17 & 18, Bel Lido APPLICANT: Domenick Conte - Owner I HEREBY STATE THAT I HAVE REVIEWED THE APPLICATION AND PLANS REGARDING THE ABOVE MATTER AND THEY DO/RMXNOT MEET ALL REQUIREMENTS OF THE HIGHLAND BEACH TOWN CODE. I HAVE FURTHER ATTACHED COPIES OF ALL REQUIRED APPLICATIONS AND PLANS AND STATE THAT ALL APPLICABLE FEES HAVE BEEN PAID. Signature of Building Offic 1 IF ABOVE PLANS DO NOT MEET THE TOWN CODES, DETAIL NON-COMPLIANCE AND NOTE REASON WHY REVIEW IS BEING REQUESTED: FOR CLERK'S OFFICE USE ONLY: Date Received: By: Meeting Date: Final Action: e /rb - 1989 q Revised 3/30/89 TOWN OF HIGHLAND BEACH Page 1 o: 2 Community Appearance Board APPLICATION FOR PROJECT REVIEW To qualify for review;, Applicant must fill out entire application Portion of Project Covered.by This Application Su mission Date Project Name V772— 7 y Site Address :��d� ��0� �JGy � Town Lot No. . (E or W) <,,Vd yrs �7� Xd- '4 APP is NameA, Address, Telephone Owner!a Name, Address, Telephone Architect's Name, Address, Telephone No. Landscape Architect's Name, Address, Tele ���•d�'/�� .�i�c�'! 'eTU -' 'V0s/G�' S�'STAW5 /�i�U�T/�'o��4, X 7J'u A'05WIT' 5� 1724 7Y AG -,53d�A3 ?7 _ J'�6" Arfla' �t Le All meetings of the Community Appearance Board are open to the public. The owner, architect and landscape architect are urged to attend. Each applicant must familiariz himself with the Board Criteria and Procedure. Ail application is requir de for each► part of a project; building and grounds, sales office-trailer, signs, etc. One copy c each application form is adequate. BL�IIEiT - All boxes below must be checked by the applicant to indicate all requirements have been met, or marked "NA" if not applicable. Each application form must be accompanied by four sets of building and landscape drawings;.comple- in every respect. Plans must show approval by Highland Beach Planning Board. ® 1. Completed CAB Application Form 2. Site Plan drawn to scale of at least 1/16 or1, 1d�20" showing location of structures, decks, pool, walks, driv , indiVidual parking spaces, water and electric meter locations, exterior mechanical and pool equipment and trash containers. - EZI 3. Certified Lot Survey, made and dated within one year of Application showing location, species nomenclature and size of all existing trees and protected shrubs. Indicate clearly those to be relocated. 4. The detailed landscape plan showing correct location of buildings, recreation areas, walks, drives, parking areas. etc. including: a. All existing and relocated trees and plants. Indicate drought 1 tolerance ratings either 0, 1 or 2 per Reriscaye Plant Guide. Donselman b Broschat, South Florida Water Management District, 1957. COmmunicy APPeararCa Board AMICATTON FOR PQOJICT R:-:'llEd ?age ' of 2 b. - A-= new trees to be added with chair formal and common names and sizes as planted (excludLng containers) and draught tolerancess as above. c- All new shrubs and ground covers to be added with their formal and common names and sizes as planced.• and drought tolerances. as above. d. All new hedges to be added with their formal and common names and sizes as planted including numbers of plants, center-to-center spacing and drought tolerances. as above. e. Indicate location(s) of sprinklers) planned to irrigate turf areas. F [ f. Indicate low-volume drip, spray or bubbler emitter locations. g. `lore soil amendments to be nada to improve Q 0V1,4 the project soil. vete:-holding capacity of h- Indicate locations of mulches to be used to lower soil temperatures and to minimize evaporation. I. . `Indicace macarial, color, height of walls or fences, if used. J. Show location of all exterior lighting on landscape plans. E . S. Affids it of Ownership . fi- Complete sec of four (4) plans including elevations of all sides, .details of facades in scale sufficient to clearly illustrate appearance as built. Detailed drawings of roof required if equipmeac is located thereon. 7. Complete material and color schedule showing color schemes, materials and treatment- Paint chips are required for each color, and material samples are to be.provided if samples of standard materials are not available in Building DeparCsent. a. Roof Surface Mat Tial Color (Chip f) b. FasciaIM Sa c. Soffit d. walls eco a. Decorative panels f- Grill Block g. Columns �' w h. Shutters I" Beams Zed J. Cable Ends Q k. Window Frames 1. Class * G Dears U. s Railin8 o. Floors (Porch, patio)* y-. ----•� p. Screens * Go G �--J q. Exterior Lighting Q *Samples not required A ,p - Fence l�j/�G�s �/gS //c.Co /f�j� ��•'�BL� A2PLIC.►1'ION FEES ?:eliminary Review 5300.00 min./510.00 pe_ unit Final Raviei 5 min./;10.00 per uni: ad Raves •7 $500.00 TRANSMITTAL FORM REPORT OF REVIEW AND REQUESTED ACTION BY o PLANNING BOARD/COX=N1TY APPEARANCE BOARD TRANSMIT TO: BUILDING OFFICIAL FROM: PLANNING BOARD DATE: NOVEMBER 8 , 1995 PROPERTY DESCRIPTION: 1105 & 1107 Highland Beach Drive Models B & C Block 2 , Lots 17 & 18, Bel Lido APPLICANT: Domenick Conte - Owner REVIEW GIVEN TO SUBJECT PROPERTY Preliminary Review Final Review X Amended Site Plan Review for enclosing back porches Other/Specify THE PLANNING BOARD/COOMITY APPEARANCE BOARD HAS REVIEWED THE ABOVE MATTER PER THE REQUEST OF THE BUILDING OFFICIAL DATED AND HEREBY CERTIFY THAT' THE FOLLOWING ACTION WAS TAKEN: DENIED R APPROVED (Plans Attached) APPROVED WITH MODIFICATIONS AS NOTED OTHER/SPECIFY PLEASE TAKE WHATEVER ACTION IS REQUIRED TO COMPLETE THE SUBJECT MATTER, i.e. , ISSUE PERMIT, TRANSMIT TO TOWN COMMISSION, RETURN PLANS TO APPLICANT, ETC. Signature of Chairman IF THE ABOVE PLANS WERE DENIED OR APPROVED WITH MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGSs C.O. not to be issued until Association. Documentation has been completed. For Clerk's Office Use Only: Date Reviewed: November 9 1995 Date Transmitted to. Bldg. Offcial November 14 , 1995 1994 DANS REQUIRE REVIEW BY BUILDING DEPT. STAFF, ALL PLANS MUST BE _ EC EIVED 5 WORKING DAYS PRIOR TO CLOSING DATE. TOWN OF HIGHLAND BEACH PAGE 1 APPLICATION FOR SITE AND -PLAN REVIEW Closing Date Two Weeks Prior to Meeting) DATE �� 7 G .� (Meeting held the 2nd Wednesday (a.m.) of the Month SITE PLAN REVIEW FEES PRELIMINARY REVIEW $10.00 per Unit/$200. min. :ANY PETITION OR APPLICATION NOT FINAL REVIEW $10.00 per Unit/$200. min. SPECIFICALLY SET FORTH WITHIN THIS ORDINANCE OR IN ANY OTHER MENDED PLANS ER ORIGINAL FINAL S 0.0 N TOWN ORDINANCE, i.e. any spec- APPRO ,fig FEE 50ial professional services, "7/j 3' direct cost of services will �� be charged. APPLICATION IS HEREBY MADE FOR SITE &PLAN REVIEW OF BUILDING (S) TO BE CONSTRUCTED AT THE FOLLOWING LOCATION: ZONING �Q ,� ACREAGE .L7 NO. OF UNITS A LOT �7 l� BLOCK SUBDIVISION PROPERTY ADDRESSw�0;,6IN+R c � 1 I r' • 3379 APPLICANT �D/jj ADDRESS/;YZ9-,-rl A71 �4-Od TELE. #1f�� •may•l/�/7y PLANS PREPARED BY _ 21�/fT� ldowkw/a�'7''l/, �— :!218-14;411 5' -q oy s' I've- PERSON TO CONTACT FOR ACCESS TO PROPERTY: NAME li,oiy�i� �TELE.# 959'x/ DOCUMENTS TO BE FURNISHED WITH APPLICATION (A) - SITE (SUPPLY 4 SETS OF PLANS) 1. Property Survey (signed and drawn within one (1) prior year) 2. Properly scaled and dimensioned 3 . Ground Floor Plan and Typical Floor Plan 4. Legal description - shown on Site Plan 5. Landscaping (Xeriscape) plan & parking areas 6. Elevations 7. Utilities & Storm Drain Allocation S. Identify adjoining property 9. Easements (Identify) 10. Water Impact Study GENERAL INFORMATION Number of Stories Iz Interior Garages (yes or•no) % � t OTHER ' Garage Slab above crown of road a •977 FT. Density/Units per Acre ,z� Number of Dwelling U its Length of Building �'jf" Width ��'/e Height of buildimi East of ALA (Criteria 13.7 (B) ) West of AlA (Criteria 13.7 (A) ) Special Exception Required Variance Required 4'Dlp. P//- Seawall Required Required Dune Walkover Required for Ocean Front Property rev. 6/12/89 TOWN OF HIGHLAND BEACH • '' - APPLICATION FOR SITE AND P �►.N REVIEW PAGE 2 Set— ba ks: Frontage + High Rise Requirement Rear + High Rise Requirement Sides + High Rise Requirement For Alterations, indicate any change in setback. NOTE: Hicrh Rise Re uirement In cases of Buildings exceeding 20 feet in Height, an additional (1) foot shall be added to the rear, side and front yards for every two (2) additional feet of height. - of Building Coverage 3 •9�o Parking Spaces Number Required* ���sS� �g, sr X 200 Sq. Ft. * An additional 200 Sq.''Ft. for maneuvering per space must be calculated. Loading Area': Minimum 400 Sq. Ft. X 18 Ft.• in Height Actual Describe briefly all proposed new construction, alterations and/or demolition applied for: �1!//r5's� ��I'l�' l�Yr ��'�.���/aC.� ��id fo� U/LlJ S" iR¢� � •GGp .01 `� c � o 00 �JY� • - /tea �,����Ty' �li'.1.�.��• The undersigned fully understands that this application for review is not a building permit, and that no work of any kind shall be done on the lot or property until (1) a formal building permit application, with all necessary building plans and specifications, has been filed with the Town by the owner or his agent and (2) such plans and specifications have been approved and a building permit issued by the Town of Highland Beach and (3) all utility connecting fees to be paid in advance and (4) all sub contractors to pull their respective permits prior to issuance of a building permit. (SIMM �OWX�JIROAPPLICANT D.V.D. Yowls, Inc. 3:0n Sy 0tj 7 bn i 6.11 JCB vNi 7- # C Q6HI—4ND COdR7- _3 _� I I I � �IIG�NL�4ND fjEAGf/ N N 5L D STEF_L MAT W/4'4p RODS CAST OR A4J6CR _� z= �to'CyG E.y,/.-GPNT�OFI PtUN6 I r i r 1 —•— Q �1= TO z 2 ?ICING- 3a1OK POOL STEEL t S RSD MA�Xf POOL Gera � � TIB PILING CARL= F/OT TO Exrtmw Till _ 5 ® I 19'MW. ,..�__� � TO PML 3TE':L 4p- MTO PAD b'7O I2' / .a 314N , .G7x5T GR:4tIC�E?—P/L/.t/G7 �t1 $o ToN - PILIN6 SECTION CURTIS^SINCLAIR,INC. 3194 45TH ST. SUITE 3 WEST PALM BEACH.PL 33407 PH BB4-9703 7- 7 AEa1STEREDENOWEEll qac' QEAf1Ff�A7ENUNBEA 35631 Department of Community Affairs SN: 6103 ,�, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION tni 600A-93 Residential Component Prescriptive Method. A SQWTH � f: PROJECT NAME: 95088 : BUILDER:e-1/yAA J iND ADDRESS: Lot 17 & 18 , Be'1 Lid ;PERMITTING ; CLIMATE „ Highland Beach , FL . OFFICE: Highland Baa ; ZbNE: 7 � _,; 8 ;4; 9 ; _� WNER: )/®-7 A1,fl Nb jqk b4 : PERMIT NO . ' : JURISDICTION NO . CKJ. 1 . New construction or addition 1 . New Construction ; " 2 . Single family detached or Miultifamily attached 2 . Single-Family 3 . If Multifamily-No . of units 3 . 0 .4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5'. Conditioned `floor area ( sq .ft . ) 5 . 1988 .00 6 . Predominant eave overhang ( ft . ) 6 . 3 .00 '. 7 . Porch overhang length ( ft . ) 7 . 14 .50 ¢, 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a .370 .6sgft 14 .00sgftI b , Tint , -Film or solar screen 8b . O ,Osgf*t O .00sgft G' , 9 . Floor type and insulation: a . Slab on grade ( R"value , perimeter ) 9a -R= 0 .00 , 200 .00 ft ' 'a ,10 .Net Wall type area and insplation: ,. a . Exterior : 1 . Concrete ( Insulation R-value ) 10a-1 R= 3 .00 , 1203 ,60sgft a . Adjacent: 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 184 .50sgft 11 .Ceiling type area and insulation: a . Under. attic ( Insulation R-value ) 11a. .R=19 .00 2046 .20sgf't 12 .Air distribution systems !'. a . Ducts ( Insulation + Location ) 12a . P,= 6 .00 , uncond 13 .Cooling system 13 . Type: Central A/C SEER: 10 .00 ' x' 14 .Heating System: 14 . Type: Strip Heat COP: 1 .00 ' 15 .Hot water system: 15 . Type : Electric ` EF : 0 .88 16 .Hot Water Credits: ( HR-Head. Recovery , 16 . ' DHP--Dedicated Heat Pump ) 17 .Infiltration practice: 1 , � or 3 17 . 2 18.HVAC credits ( CF--Ceiling Fn , CV-Cross vent , 18 . ! ' HF-Whole house fan , RB-Attic radiant r, barrier , M2-Multizone ) x19 .EPI ( must not exceed 100 points ) 19 . 97 .09 Y a . Total As Built points 19a . 34607 .13 b . Total Base points 19b . 35644 .41 ----------------------------- ------------------------------------------------ 1Y�j fb -----------------------------------------...---------------- -----'-----------...- I Hereby certify that the plays and Review of the plans and specifications 'specifications covered by this calcu- covered by this calculation indicatlesl, lation are in compliance with' the compliance with the Florida Energy Florida Energy Coda . Code . Before construction is. compl te . ' �; / this building will be inspected fort PREPARED BY: - �Cu�2a compliance. in accordance with Section {4i DATE: -22- 553 .908 F .S . I hereby certify that this building is T ` y. in compliance with the Florida Energy Code OWNER/AGENT: BUILDING OFFICIAL: DATE, DATE: {: � ��t tlq SUMMER CALCULATIONS jr, �C�R�KXc�kX::k�lc�C*xc�cxc�c=K�Cxc�c�*�c�C�K�cxc�C:k��c:��:�k�k�c:kXcxc:k��c�K**�c�Cxc*�cak*�:k*�c�C�c�Cxcxcxc�c�cxcxc�c-k��cxc*:K:k:�c�c�c�C�►c�c�c J�°� BASE __- __- AS-BUILT --_ 9 ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ,;tilt, *N 194 .20 109 .7 21303 .7 SGL CLR N 52 .0 64 .5 70 2347 8, j! SGL CLR N 126 .0 64 .5 .63 5085 .5;a' �1i'! SGL CLR N 16 .2 64 .5 .53 555.1; ?'!j', NE 16 .20 109 .7 1777 .1 ; SGL CLR NE 16 .2 94 .8 .66 1008 .5�kll E 32 .60 109 ,7 3576 .2 DBL CLR E 14 .0 127 .0 .39 695 .7'' '!: SGL CLR E 9 .3 136 .3 .34 431 .0'�t�', SGL CLR E 9 .3 136 .3 .34 431 0l S 76 .40 109 .7 8381 .1 SGL CLR S 11 .2 135 .6 .80 1220 O;.iC SGL CLR S 26 .6 135 .6 .30 1082 .1; ',� SGL CLR S 38 .6 135 .6 ,31 1633 .5`111' W 49 .00 109 .7 5375 .3 ', SGL CLR W 18 .7 136 .3 .34 SGL. CLR W 18 .7 136 .3 .34 866 .6`1'ft[: SGL CLR W 11 .6 136 .3 .37 NW 16 .20 109 .7 1777 .1 SGL CLR NW 16 .2 94 .8 .47 721 .,6'0 ------------------------------41-------------------------------------- . ----------- i; .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS fi,t AREA AREA FACTOR POINTS POINTS POINTS 9` --r _ ________ _______ _ ! i! .15 11988 .00 _______384 .60Y�H��-� .775�^�-42 ,190 .62-�V^32 ,712 .54� W- 17 ,536.361",:, AREA x BSPM = POINTS i TYPE R-VALUE AREA x SPM = POINTS. -------------------------------{._......,..,.---------------...__........__________.,.____--------5 t WALLS________________ I Ext 1203.6 1 .6 1925 .8 ; Ext NormWtBlock In 3 .0 1203 .6 2 .70 3249 .7';'��?;. Ad j 184 .5 1 .0 184 .5 ; Ad j Wood Frame 11 .0 184 .5 1 .00 184 .5"i t ?a. ,! DOORS________________ u�€� Ext 20 .86 .4 133 ,1 Ext Wood 20 .8 9 .40 195.5;; ;,'. Adj 18 .0 2 .6 46 .8 Adj Insulated 18 .0 2 .60 4 6 �h CEILINGS_____________ UA 1988 .0 .8 1590 .4 ` Under Attic 19 .0 2046 .2 1 .50 3069 Sli 'j FLOORS_______________ y Slb 200 .0 -20 .0 -4060 .0 ; Slab-cin-Grade .0 200.0 -20 .00 -4000 d}yt li INFILTRATION-______-- ys 1988 .0 14 .7 29223 .6 e Practice #2 1988 .0 14 .70 29223 6-1 TOTAL SUMMER POINTS a 61 ,816.72 TOTAL xr SYSTEM ri-M COOLING^ TOTAL W==x^CAP Tx�DUCT-xMSYSTEM lxMCREDIT -~COOL!IN r SUJI PTS MULT POINTS i COMPON RATIO MULT. MULT MULT _ POINTS ,4j$;. --------------------------------------------- 61 ,816 .72- .37-yV - 22 ,872 .19 ; ~ y ----------------------------------- --rM ---- - 49 ,505 .801 .001 .100 .3401 .00018 ,515 .1�11ryI WINTER CALCULATIONS --__ BASE ---_ __-- AS _ GLASS---------------- ORIEN AREA 9 BWPM = POINTS ;' TYPE SC ORIEN AREA x WPM x WOF = POINTS.?; ; _____________..____-__---_______-___-___-_-___--_____________________-___-_____ :ji ' N 194 .20 - .4 -77 .7 �' SGL CLR N 52 .0 3 .7 1 .14 219 .31' SGL CLR N 126 .0 3 .7 1 .19 554 .5 j : SGL CLR N 16 .2 3 .7 1 .26 75 .5 ' NE 16 .20 - .4 -6 .5 SGL CLR NE 16 .2 2 .9 1 .29 60 .5j[ E 32 .60 - .4 -13 .0 DBL CLR E 14 .0 -1 .1 -1 .94 29 .9;'1:; SGL CLR E 9 .3 .1 22 .04 20 .5'0:; SGL CLR E 9 .3 .1 22 .04 20 .5 S 76 .40 - .4 -:30 .6 SGL CLR S 11 .2 -2 .0 .74 -16 .71 SGL CLR. S 26 .6 -2 .0 -1 .92 102 .1' SGL CLR $ 38 .6 -2 .0 -1 .82 140 .8; W 49 .00 - .4 -19 .6 ;' SGL CLR W 18 .7 .1 22 .04 41 .21, SGL CLR W 18 .7 .1 22 .04 41 .2f ; SGL CLR W 11 .6 .1 20 .14 23 .4!; NW 16 .20 - .4 -6 .5 ;' SGL CLR NW 16 .2 2 .9 1 .48 69 . ;' - +, .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS ;' AREA AREA FACTOR POINTS POINTS POINTS';1 : _____________________________-___-____________--___-____-______-_________------ ;. .15 11988 .00 384 .60 .775 -153 .84 -119 .28 1 ,382 NON-GLASS_____________ ; ,! AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM = POINTS __-_____I----____--____-___-____-_____-____--___________ WALLS______________,�_ _ I�'l Ext 1203 .6 .3 361 .1 i Ext NormWtBlock In 3.0 1203 .6 1 .20 14414 .3 �i Adj 184 .5 .5 92 .3 ; Adj Wood Frame 11 .0 184 .5 .50 ;d DOORS________________ ,l Ext 20 .8 1 .8 37 .4 ' Ext Wood 20 .8 2 .80 58.2;1' Adj 18 .0 1 .3 23 .4 ' Adj Insulated 18 .0 1 .30 23 .�& `i CEILINGS____.__..._...____ UA 1988 .0 .1 198 .8 Under Attic 19 .0 2046 .2 .30 613 .9-1: FLOORS_______________ +� Slb 200 .0 -2 .1 -420 ,0 Slab-on-Grade .0 200 .0 -2 .10 -420 0'�.' u' INFILTRATION---------- H 1988 .0 1 .2 2385 .6 ; Practice #2 1988 .0 1 .20 2385 6 TOTAL WINTER POINTS 5 ,57 .97�t , 2 ,559 .29 i _ _ _ _ _ _ _ k: TOTAL=_hS`r'5TEMYM-_=HEATING= =TOTAL-� x�CAP-x�DUCT-xMS`r'5TEM-x~CREDTT�--MEA IN;IjIII WIN PTS MULT POINTS ; COMPON RATIO MULT. MULT MULT POINTS 5 _-----------------------------._......----.........,._.- �...._....»---..,...._.._____...........-...__---...__.........--- j'. e 2 ,559 .29 1 »10 2 ,815 .22 5 ,579 .97 1 .00 1 .100 1 .000 1 .000 6 ,13 .9 WATER HEATING �c��k�c�c��c�c�***�:�K*Ck*�C�*:K�*�C:k:*��*�q�C****�C�C������C�C✓K�C��C�*�c��=K�c=K��*�C�*�C�:****�C�=k�c�c*�*?�*%K; ;, BASE __ — ; -- — AS—BUILT `NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ;I RATIO MULT ---------------------- ------------- —___—___—___—_____.._______________---_____3 3319 .0 9 ,957 .00 80 .88 1 .000 3318 .0 1 .00 9 ,954 .00 ': *%k�c�c�Ic�c�lc*�C�C�:�C�C�c�c,%K:Ic�c�C�(c�C�►:xc�C�C�c�c:ic*�%lc=k�c�c**�C*xc*�c��cycxc�k*�cXc*�C�c�C�c�c�c�c�c*�C�C�c:IcXc�c�e�c�c�e:K�k��:�:�c:ic�c�cXc j�; SUMMARY --- BASE --- --- AS-BUILT --- COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL , POINTS + POINTS + POINTS POINTS POINTS + POINTS + POINTS = POINTS _____________________________-_-___________-____--____-_-__-____..__---__-__---- 22872 .2 2815.2 9957 .0 35 ,644 .41 18515 .2 6138 .0 9954 .0 34 ,607 .13 EPI = 97 .09 x� 4 bi I i . r ENERGY GUIDE For detailed information cif the EPI rating number x or, for any ITEM' listed , ask your Builder for EPI= 97 .1 bCA Form 60OA-93 or Form 600E-=93' 0 10 20 30 40 50 60 70 80 90 100 ______________________________________X__ The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency ,�',.;j SINGL CLR DBL TINT ,+ WINDOWS . . . . . . . . . . . . . . . . . . . .Single Clear : X------------------- INSULATION . . . . . . . . . . . . . . . . . . R-14 R-30 Ceiling R-Value . . . . . . , . , 19 .0 ________X__________ R-0 R-7 Wall R-Value . . . . . . . . . 4 .1 ----------;{--------- � R-0 R-19 Floor R-Value . . . . . . . . . 0 .0 : ;{------------------- AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 ,0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .0 : X--------------------1 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . . . 2 .50 COP 4 .19 Electric COP/HSPF . . . . . . . . 1 .0 : X____________________ � 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 --------------------- WATER ___________________WATER HEATER . . . . . . . . . . . . . . . . 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 ; _____ 0 5� __________ 4.90 Gas EF . . . . . . . . . . . . . . 0 .00 --------------------- 0 .40 __________-____-___0 .40 4 .84 Solar EF . . . . . . . . . . . . . . ------------------- OTHER FEATURES . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address: Signature: Date, if ' City/Zip i Florida Energy Code for Building Construction - 1993 h Florida Department of Community Affairs FL-EPL CARD93� u ENERGY GUIDE r'ok- detailed information ,of the EPI rating number br for any ITEM listed , a'sk your Builder for EPI= 97 .1 40CA Form 60OA-93 or Form 6008=93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------- -rC- The maximum allowable EPI is 1'00 . The lower the EPI the more efficient the home;' RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency 'i ; SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Single Clear :X-------------------- INSULATION . . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . , . . . , 19 .0 ________;{__________ R-0 R-7 Wall R-Value . . . . . . . . . 4 .1 ----------;{-------- R-0 R-19 Floor R-Va,lue . . . . . . . . . 0 .0 ;{------------------- AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER/EER . . . . . . . . . . . . . . 10 .0 : ;{------------------- 9 .7 EER 16 .0 HEATING SYSTEM . . . . . . . . . . . . .. ± 2 .50 COP 4 .19 Electric COP/HSPF . . . . . . . . 1 .0 : ;{____________________ � j 0 .78 AFUE 0 .90 Gas AFUE . . . . . . . . . . . . 0 .00 ___________________ ,M1 WATER HEATER . . . . . . . . . . . . . 1 0 .88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .88 :X-------------------- 0 .54 0.90 t. Gas EF . . . . . . . . . . . . . . 0 .00 I --------------------- 0 .40 0 .80 FSolar EF . . . . . . . . . . . . . . ------- ___________ � OTHER FEATURES . -H !E. • • • • • • • • e • • • • • • • • • • • • • • • w • • • I certify 'that these energy s4ving features required for the Florida j Energy Code have been installed in this house . Builder is 4' Address: Signature : Date: i. i' City/zip Florida Energy Code for Building Construction - 1993 � Florida Department of Community Affairs FL-EPL CARD93 . i March 14, 1995 Dominick Conte 17619 Tiffany Trace Drive Boca Raton, FL 33487 RE: Water Usage. Study of Highland Court aqt 1103-1107 Highland Beach Drive in Highland Beach, FL. Dear Mr. Conte: As per the Town of Highland Beach's request, a water impact study for the Highland Court project in Highland Beach, FL was conducted. Number of 1-1/2" Water Meters which will be needed to be installed for this Project = 4 (3 Residential, 1 Irrigation) Projected Usage: Unit 'A'. Daily Monthly 3 Bedroom (150 gpd/bedroom) 450 gpd 13,689 gpm Irrigation System 100 gpd 3,042 gpm Unit 'B' 3 Bedroom (150 gpd/bedroom) 450 gpd 13,689 gpm Irrigation System 100 gpd 3,042 gpm Unit 'C' 3 Bedroom (150 gpd/bedroom) 450 gpd 13,689 gpm Irrigation System 100 gpd 3,042 gpm Total = 1,650 gpd 50,193 gpm If you have any questions regarding this letter or require further assistance, please feel free to contact me. Since s Robert E. Fetr P.E. 200 Knuth Road, Suite 214 Boynton Beach, Florida 33436 (407) 736-7047 Fax (407) 736-7099 D.V.D. Pools, Inc. JOB v�vl r A H1411,14.vo Cou,Pr N 1-1141 ZAND 96AC/� S I vw CAST oR A•j6SR I jg 5-d l I �I M 5:$ STEEL M4 tip � ?ICING- 3G TON 3LL T wl�4>+roes Q � � TQ � ENTHt ON PILINS BiN I 2= 6 _ POOL STEEL — _ _ b\_-- _ -- M P.,kX. t2' Ev I I 71E PILIUG 6L9LE YAX.POOL DeP'i i1 ExGEt:D l0•mw. �I__ + TO PRL STEEL _,3 f VIA �s al is s� I Ira I:E4E55 PluuC, J 2 3 luno I To Iz' cASr oR-Avcr�. FILING SECTION ,,_o. CURTIS•SSINCLAIR,INC. 3114 45TH ST. SUITE 3 WEST PALM BEACH.FL 33407 `PFt� (II�IB 703 SINcg PSIHC �No 35631` -STATE-OF A, FISP k� REOISTEWDWINEEA �1 CEIt17FICATEMI1b8ER SEP 0610 28- a 416° -- ---- D.V.D. Pools Inc. 3-011 L12 u /9-�Q l� 540 /S 16,3- 1-116L ,v JOB U/Y IT f"t po V 86A 61-1 A. ID � 20 B�'GoGd G� it o ' PaoL CGE,4rS/gP 8v • CURTIS o SINCLAIR, INC. CON'Vi-.01. JOINTS REQUIRED: SAW—CPT 1" DEEP 3114 45TH ST. SUITE 3 WITHIN 4 To 6 IIOIIRS Or DECK PLACEMENT AT WEST PALM REACH, FL 33407 T11E DISCRETION Of TIIE CONTRACTOR (12'-0" MAXIMUM SPACING) � FS b�sp�y No 35631 STATE OF , °s �L RR!� s able �" e® '�"lois �►® o��®''` P OlSTE D-ENO/NI:ER C Q5 ' i WIOATE MC AWER SEP 0 61995 -4 / aF 13 f` i 1 at 28 �° D.V.D. 1'c,t,ls, 111c. JOB uitNI T l X141- Z 4A40 eaUeT _1 1-11411LA IVO 8EA cy I 51 d 6 _ CAST OR AUCOSR J� -�1 3$ SI x V 57EEL MAT W�40 RODS t<1 31/Z I TZ) �I�2 pl LIN G AGo TON m �� @!o Qf E.VJ cL-NTW.oN PILM6 !�L D F`T-H - Mlt , C4�P T1` _x -.- _ - Ir.DOL STEEL. _1 I EW MkX. POOL PE I TIE PILIIJG CAD LE - oTO I<XL EED 1� __ - T& >r#3L -STEEL-- Q4 I4'0'1 INTO PAD 6'To 12' �`� GAST oR A UCS 30 W. 1.17 --e4MC17 ' 6.4,-/-/ PI LING SECTION 'C / r /T /`7 CURTIS - SINCLAIR, INC. 3114 45TH ST. SUITE 3 WEST PALM BEACH. FL 33407 ell AIR 61,�I IB®7 O 3 Np­ tl rg1 �i �s i No 35631 r = - ® STATE OF ED IId11611166f,� 4�®yc REGISrEREDENGINEER i 1 CERTIFICATE NMBER 1 SEP Ift sH. 2 ��3 DPTI ONAL BEAM COPING DETAILS 2-*3 0 TOP OF BEAM (S•MIN. le,MIN. $�� 3�EC'Y 31�@i2'9c c 6,SICK+o/CD �RE MESH -- I DECORATIVE T►_ D,V.D, Pods, Ii�c, OR FIBERMESti LONG. 1COF11% -- 5LOPEyr DECK y4^ PMz >=OOTIL Ir IZjj_ tGDMPAGTE.D CLEAN FILLGENF-RAL NCrES: �• a = 1.ALL LIGHTS.LADDERS,NANDRAILS,REINFORCING STEEL BULLNOSE TILE DECK 04ERPOLIR CUSTOM TILE BULLNOSE SRICK FLUSH COPING KA15ED N ETD. To BE GROUNDEDUPLIFT—THIS PER CODS. }— EINFORCING STEEL Z.HYDROSATIC UPLIFT-THIS POOL t. DESIGNED TO I 3�@ 12+� �/c EA WAY W ITMSTAND HYDROSTATIC UPLIFT FORCES,WHEN EMPTY, RADIUS VAR1 UNDER THE FOLLOWING CONDt7IONS: I WATER TABLE AT 4'MIN. BELOW' TOP OF POOL BEAM MARGITE FINISH � � SKIMMER COVER w FILTER w/PRE55URE 2) WATER TABLE AT c TO 4' BELOW TOP-OF POOL BEAM ADJUSTABLE COLLAR POOL- WA5TE Y GAUGE AIR RELIEF 4 WITH HYDR STATIC RELIEF VALVE INSTALLED. 4- To DtSCHAasE iD: •� B) WATER TABLE LESS THAN 7 BELOWv TOP OF POOL MIN I ON GROUND BEAM,CONTACT DESIGN ENGINEER FOR POSSIBLE RETURN DESIGN MODIFICATIONS. TC POOL NT 5A KIR 6 ET t MAX, pool. PTH B WIITH A MINIMUM COMPRESL TO BE or SIVE ITSTRENGTH OF!0tq 8000 WEIR TYPICAL WALL SECTION P5I AT 28 DAYS. 4. ALL REINFORCING- STEEL SHALL BE INTERMEDIATE GRADE SKIMMER t,r� DEF•ORMEr BARB OF NEW BILLET STEEL, CON FORntNG To WRAP j2)`�''3 ¢ ASTMA-W5,GRADE 40, STCEL SHALL BE BUNT,LAPPED Z AROUND SKIMMER t` i/ VARIE5 AND PLACED IN ACCORDANCE WITH ACI STANDARDS. TIE TO POOL STEEL MAIN DRAIN !/ 5. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF _ - 12X4" BRACING @ -C" 4 TIMES THE AREA OF THE 5UCTION LINE. N • LEAF BASKET 6. WATER SuppLY AND Dt5Po5gL SHALL BE ARRANGED So THAT THERE 18 ND CROS SUCTION WITH A DOMESTIC 13ACICFILL WATER SUPPLY OR WATER D15POSAL.. PIPING SCHEMATIC --- I 7. ALL POOL IPINE SHALL BE 1/y SC-M.40 PVC,EXCEPT FLOAT VALVE - POOL FORM BOARD A5 SHOWN AND S.+ALL BEAR. THE HSR SEAL Of APPROVAL. ATO POOL PUMP_ STEP TO NAVE IC"MIN.TRP-AL` AND I2•MAX. RISER. I rt_ 20 GPM- I,q}p�, GUNITE OR CONCRETEBE -EQUALIZER. UNE NOTE:REMDVH GRATE--AND - 15.1..JEEOF cc eslN-E~G.AND SELF i—L CODE,6aTEs To BE FLOW. WE_AOINT PLUG FROM 8'DLA. MAIN DRAIN ATG* - • WHEN REQUIKED MAINDRAIN AND ATTACH (45Q.1N. OPEN AREA I 2`x4' FORMS @.3'-O"o/G AUX. PUMP LINE WHEN 65 GPM MAX.FLOW ___ POOL 5PECIFICATIONS SKIMMER. DETAIL ___ EMPTYING POOL GRATE TO 1FAYE 4,x 8' PLYSHORING °OD \ I n • TAMPER PROOF sGrtEws SIZE 12 X 2816' DEPTH 3-!o TO 5 6 Q aAof Z SHORING DETAIL VOLUME -/ 5QD GAL. ELEVATION �TE FROM POWER SUP'Lx T(� �j TO. HYDttO-THERAPY REQUIRED WHEN WATERLINE ND Z" 5CH. 8D PVG Mff OF POOL 15 LESS THAN 5=0° Z-1OR I" T/C 5UGTION TO PUMP e� FROM EXISTING STRUCTURE POOL FINISH M��C�Tr� IS•MIN.$FLOWDUIT '�wAT'HR LINE olPOOL STEEL I !SCREEN ENGL05URE PIPING Vey 40 �� 'INLET5LHT NIG9E �f GRALDT �D I (BY OTHERS) SLOPE AWAY F17DM 8!/ 417MER5 HYDROSTATIC RELIEF VALVE i 2500 PSI CONE.W e.c-'O/iow.M. DECK LIG-NT ] 1 $PERFORATED PVC COLLECTION GRAVEL SUMP POOL DECK 2„ I Of, 2500 PSI FIBERMESH CON--. S.F { Ve COPPER [=RCUNO TUBE. WHEN REQUIRED. ._ AS REOP — �� ELECTRIC SEE GENERAL NOTE 2) J -- -- POC2L 5T =L ADD(4) 3 0-16 LONG MIN. I/'Z Yta)�c OF i, .4 ` • ° # / DIAGONALLY AROUND C�RAvr=L RAPPED._ MAIN DRAIN DETAIL -;— '��6>t lz" MONO F0071NG w/ POOL LIGHT ZV- l00�✓ LIGHT N I GHE V41 DRAIN F►ELP l � 3-w30• CLOTN ,1--12—r- 2-'°4a ar, LADDER NP HANDRAIL ND 1_*sm LIGHT DETAIL FOOTING FOR SCREEN EKCL05URE DIVING — u BO,Afzp —' FT. ABOVE WATER r-70 BL=CTRIC PANEL W.+SEPARATE ;WHEN APP IN 811j11j/Id CIRCUIT FOF MOTOR AND LIGHT 0 a PUMP 314 K.P. 4'* GPM AT ��TDH �MANUAL MOTOR STARTER SWITCH - .`%F I c oB, C .PUMP MOTOR w/sut�T-IN = �' Qo `9 �''`� FILTER ART HR.T.O. s P 5 T OVERLOAD SWITCH r� TarvEL swtrcH �No a3563'� HEATER ND W.F. D15CONNECT i -; WATER LINE i STS E °�F POOL CLEANER STUB—OUT //,$ POOL LIGHT JUNCTION l30JC (6FI NOT lieGlD) 12V TRANSFORMERFLOS. SLOPE V► %,��+, L _AREA 283 S.F_ PERIMETF-ft 70 L.F. I. ALL E,ECTRtCAL TO COMPLY WITH 6BO NATIONAL ELECTRIC: CODE °a0. Iilleoe►ItD 231 5! ea°°® �+�Oi/ 2 SGH140 PVC 1 N 3POOLl AREA P�T CUR 1T IS aS INCLAIRf INC. -GRO ND ALL 3. ETC.. w IP B OLID,5AIRE TCAPPER' / POOL DESIGN 6 ENGINEERING REG)STERED MIGINEER ��63� PD O L SECTION ELECTTE RIC DIAGRAM CERTIFICANUMBER &11v1T*A SEP 0 6 19 //o I. i i r� i LO a f I � 1 i n II t3. 0 1 1. cti n, r- I J i E=L 1 LI I'D. 00 ! 10. 00 PLANS REVIEWED BY:QQ PE IT NO. (01 DATE 4 y �4,�'� BUILDING INSPECT GTRICAL SPECTOR oE PLUMBING/'/INSPECTOR A A/CINSPECTOR RIRCEIRTD FROM* DATE: TIME: f SIGNATUREz 61k �2 Avl4,4 �®o ��! ¢�� 28 i�it 5• o�� - 3!a" �2" �9 0'� ,2�� 3Z0�, /9"' D.V.D. fouls, Inc. I! JOB ZINI T C7 �8 BENcII `�j SAPS 20�B�Ldl�/ !L/ /8 �2�I i2n ------- `tt • \a %` STUB-�l/Tf=p�P , •P tn /NCEr "3) CONTROL JOINTS REQUIRED: SAW-tCUT 1" DEEP CURTIS o SINCLAIR, INC. tvITHIN .I TO 6 HOURS OF DECK tLACEMENT AT 3114 45TH ST. SUITE 3 PQjQcy THE DISCRETION OF THE CONTRAJCTOR (12'-0" • MAXIMUM SPACING) WEST PALM BEACH, FL 33407 PH BB4—6703 • - oo®a®eaeetttttl JIFICa No 35631 O STATE OF ,OZ//,r V4!5RI" y ��� REGISTERED ENGINEER CERTIFICAm Rlt usla 35631 ' NOV 171995 1 ►► / i/ D.V.D. Pools, IIiC. OIL JOB UN/T # B 9 //CS- /61.14 4AID COURT• -- _ �-llG��iLAn/p ;4CN N N - -- - — — - — — '"u 5LO' J I - 3 g 5'1 S' STEEL MAT W/*40 RODS 13 OYG E.S,/-GPtJTER ON Pt LING �-2 TO -2 plLItilG- 30T6N - - — FOOL Pff-T-H-- - CV POOL STEEL HAXIZI FOOL DEPTH I I TIE PILIUG L'As3LE � 14%T10 OT O E XG� i-� em - Is' �.�� {- TO POOL STEEL - K6Gfi55 PtUUCs INTO PAD &I TO 12" X11 ` 3o Tol/ Z4,P.4 el 7Y e"MAti) PILING SECTION CURT IS o SINCLAIR, INC. 3114 45TH ST. SUITE 3 /-ILI WEST PALM BEACH. FL 33407 aGi- PH g",e1 BrYaQ_3 �I pp�� -pq�spp��pyq �{ i i NV 35631 i STATE OF 40 ® AEQIST&ED EN(iINEEA GOIRFIOA?g MAMOV .35631 Z-*5 0 TOP OF 5=-AM OPTIONAL BEAM f COPING DETAILS _ to,MIN. 1$•mm. $u 4'THICK CDN C.DECK w/ s991:t'4 �9PQC'�` DECORATIVE TI' c 6*x a"-`�/,o WIRE M=SH� �T n 111c._ t I .E->:-- t r F OR FISER.^•IESH CANE. D. .D. Pools, 111c. �� •w �• v — SLOP DECK 2 L I • r - I- - I �1--•I X 50 � �@ v4° PER Foo- ac in MPA Z CO GTED GLEAN FILL I• I I ..= I GENERAL NCTEa: I.ALL LI"M-.:AODERS,NANDRAILS,REIW,-DRCING ST££L BULLNOSE TILE DECK OJ�RPOUR CUSTOM TILE I BULLNOSE BRICK COPING FLUSH COPING RAtS=.A N ETC. TC @E GROUNDED PER coli, -� =1NFORCINC- STEEL. 2.HYDROSXI`IC UPLIFT-THIS POOL IS DESIGNED To r RADIU5 VAR f 3P Ga 12"% EACoH WAY MIITKSTAND MTDROSTATI.' UPLIFT FORCES,WHEN EMPTY, UNDER TME FOLLOWING CONDITIONS: MARCITE FIN!5H , 1 WATER TABLE AT W MIN.BELOa• TOP of POOL BEAM FILTER W/PRE55URE SKIMMER COVER w/ z warER -G19LE aT Toy BFUDw TOr•Of'POOL BEAM POOL WA5TE Y GAU6= AIR RELIEF ,, WITH HYDROSTATIC RELIEF vALvE INSTAL�D. ADSUSTA6LE COLLAR s. WATEF.TAB:.E LE's5 THAN r O&WIfv TDP o=IWL MINT I �'`t3ROUluC �-- BEAM,CDNTAC— DESIGN ENGINEER FOR POSSIBLE RETURN DESIGN MODIFICATIONS. . .l --WEIR I Tc ?ODL r-PUMP W/HAM y6 1 MA►X. POOL D�PITH =• POOL TO BE OF ONCKLTE/GU I T CO H IOONOp II eLINr �.sK r T 1 1 I C.A L WALL 'SECTION ISI A MINIMUM !�B! AT 26 DAYS. SKIMMcf:-y 4. ALL R£INFOKCINE STEEL SHALL BE INTERMEDIATE GRADE •�- ------� - �`� D£FORnE� DDI?'. O� New L•--R•\' BILLET STEEL, CONFORMING-To WRAP (2) 3 ¢ _ J ASTMA-b!5 �RaD£qo, srr�L sHA:L BE reeNr,LAPP£r, Z AROUND SKIMMER V�RIE5� AND pLA:ED STEEL ACCORDANCE WITti R ACI STANDADS. TIE TO POOL =L MAIR DRAIN I I L Xlr" BRACING C- C"oK 5 4 !!NES THE AGRAM IN IRED OF THE SUCTION LfNE E£ AREA Of NLEAF BASKET —_ b. WATER SUPPLY AND DISPOSAL SMALL B£ARRANGED So THAT THERE 15 NO CROSS SU=1014 WITH A DOMESTIC r i- 6AGKFlLt FLOAT VALVE PIPING S C H M A T I�, --- I I +HATER SUPPLY OR WATER DISPOSAL. 1. ALL POOL PIPING E$HALL BE IYZ' SCH.40 PVC,EXCEPT POOL FORM BOARD A: SHOWN ANC S,4ALL DEAF. THE H5F SEAL OF APPROVAL. - TO POOL PUMP_ o B. STEP TC HAVE LC-MIN.TRE A!_ AND 12'MAX. RISER. t _ - - - ZD GPM MIN. N r��='REMOVE SKATE ASIDGUNtTE OR CONCRETE 9. PIAL TG B£ =£HCFC PER LOCAL. CpDE,G4TBE TG BE EQUALIZER UNE " I' 5E-F c-05INE ANT SELF LATCHING. WHEN REQUIRED �LJ7YY- Wt_=POINT PLUG FROM 8'DIA. MAIN DRAIN I 2"x4" FORMS @.3-O-o MAINDRAIN aND A,I;AGH 1456.IN. OPEN AREA /c AUX. PUMP LINE WHEN ss SPM MAX.FLOW POOL SPECIFICATIONS SKI M M SR.- DETAI L _ EMPTYING POOLGRAT=_ TO HAVE 4 x 6, PLYWOOD TAMPER.?ROOF SCREWS SHORING - 1 n 5IZ �2 X 6 DEPTH 3-lo TO 3 FROM FJweR surp�• 5H ORI N G DETAI L VOLUME 9��� �~ GAL. ELEVATIONTE ? _ — aD - :-!- .• REQUIRED WHEN WATERLINE OF POOL 15 LP-55 THAN 5LOn TILE STD, HYDRO-THERAPY zo 18"MIN.BELOW SUET ON TO PUMP FROM EXISTING STRUCTURE WATER LINE CONDUIT POOL FlNlSH _ OL STEEL o j GRADE'loT TO I I t ScReEN et"CLOSUR.- PIPING 4L# 4 BD' INLETS 3 MET4L LIGHT NIG14E �f (SY OTHERS) -HYDROSTATIC RELIEF VALVE SLOPE AWAY FROM b� ��t/�p to L.IGti I T PERFORATED PVC COLLECTION GRAVEL SUMP -POOL DECK N I 250^^ P51 CONC.W/exw,io�N.M. DECK 8 rl /�5j S.F i I � 2 ! OF. 2500 PSI FIBERMSM COntC. 8 C7PPEZ GRCU►.tD TUBE WHEN IRUIRED. AS REQD ! �/ T i MGENERAL NOTE 2) _ ELECTRIC B q. ! d l y5 POCL sr =� ADD(4) 3 0-18" LONG CPRAVEL RAPPED . MAIN DRAIN D ETA I L �' �� POOL LIGHT DIAGONALLY AROUND LIGHT NICHE wl�RAr►�FI>ELD -+-- 6 X.z• MONO FOOTING- w� X21,/- IODG✓ ' ["oTf,/ „!r c2-+F4a of LADDER N10 HANDRAIL AA0 FOOTING FOR SCREEN ENCL05URE DIVING 5OA4RD — M LIGHT DETAIL -WHEN APP' I:ASLE ABOVE. WATER TTO P..,'z;I RIC PANEL w,SEPARATE `'®eeaL!!IIIII 3 D 1 CIRCUIT FOR C.DTOR AND LIGt-IT PUMP � 4 (00 4 R.� GPM AT TDH -.-� rMANUAL MOTOR STARTER 5wITCH p, ° b d PUMP MOTOR W/13=71-IN �� II"' � ` a, FILTER eA/�T. �' 14R.TO. OVERLOAD SWITCH � o TOOLST WITCH 7 L' I _41 WATER LING W.F. DISGONNEGT No 35631 HEATBZ �� n1 //.:F S (GFZ POOL G�D+1�--� JUNCTION am STATE OF � POOL CLEANER STL/B-QUT 5�FLOOR f 1 !2V TRANSFORMER g�'� I. ALL ELECTRICAL TDCOMPLY WITHs'°s,��/a�,,4OR`®��1 AREA 2g3 5.F_ PERIMETE.>R► 70 L F COSO NATIONAL ELECTRIC CODE l � t // Z. 3-*-12 WIRE IN A/4 HIGH IMPACT III111►I►®1% % `' Z3 I,, s_�O sGH.40 PVC IN POOL AREA l CURTIS cS INCLAIR , INC. 28 I(on 3. GROUND ALL EOXE5,LIGHT,MOTOR. ETC. w/4.6 SOLID,BARE COPPER - POOL DESIGN 6 ENGINEERING /1E61STEREA ENGHWEER POOL SECTl O N ELECTRIC DIAGRAM CEBT1FIcATEWAIDER 350 r r �t 3. ilk Doo_ 00 •� ao I POPOA j. UNIT B /,� { l:r.i. F a t_:!_ �✓. +8. 0 1 Lb 00 12. 00 _P Ile 7 , /(;f`. ?/1Gtr - ��. = I r�•'-c 'E I t it i %:�/�; `%-.� �i ` 113 10, I �. SNC c l I.."%l k'1_l V { is_ r1 I ..' . r ;`' ��lJ`' �. v'•i. PLANS REVIEWED BY: PERMIT NO. Z--FATE EL fs IP4-O INSPECTO, ELECTR CAU NSPE TOCK PLU i ING� 1��SPECTOR A/C i SPEC rOR PECEIVED FROM: DATE: TIM ,: r 1:raf A777 SIGNATURE: Lo� 11.44 + P . /l 4•,r 51 O,r 3 /a n �i i i/ U.V.D. Pools, Inc. �2 /9-o iz,� 34v ig r ZJNI7 G � r`/�t/`1E/\ - .0 STi/gadrr�,,F �P : CONTROL JOINTS REQUIRED: SAW 'CUT 1" DEEP CURTIS StNCLAiR, INC. WITHIN 4 TO 6 HOURS OF DECK PLACEMENT AT 3194 45TH ST. SUITE 3 PQCy THE DISCRETION OF THE CONTRACTOR MA_kIMUb1 SPACING) i WEST PALM BEACH. FL 334C7 • PH 884-8703 ' oameamammae 0 ® No 35631 STATE OF i • �s OR N ED - / oL Ewva�? REGISTERED ENGINEER -R- -S/C A/CE V67RI/Cy Le, CERTIFICATE NUMBER 35631 OV 1. !%q. / oP3 r N , ,, D.V.D. Pools, Inc. ZS 3.o i 3,o,I - t 6!I -7 6`1 JllB UNIT C 1•//vh/G4AID LGVRT _ V 3$ 5'x 5 STEEL MAT W/*4 fi RODS u. !o'LAG E,bl-C E NTI3Z ON �!L!N G C-AST oR ,&U66R xz xx TO 2 -FI LI t r G- 3o TON —A- TAR - IPOOL STEEL MAX. POOL DEPTFI � W-14 TIE PILIUG CA15LE oe0 E XGEE� W MSI. ' _- TO POOL. STEEL IrN 1ZEGE55 PILIJG- INTO PAD b'ITO 12' ' 0,9 Tom C,4R,4 Cl 7Y' IMiN) PILING SECTION CURTIS a SINCLAIR, INC. 3114 45TH ST. SUITE 3 WEST PALM REACH, FL 33407 `®PoladaeB(��g�g4leato8703 i No 35631 STATE OF - F 9 REa/SWEER �� CERTWIVATE Numm 3�JMI OY 17 ,1995 z P _ OPTIONAL BEAM f COPING DETAI LS 2-*3 pS TOP OF BEAM r8'MIN. I£"MIN. 4'THICK CON G. DECK vv/ s 30612-7c DECORATIVE TILE 6"x G"-'-//o WIRE MESH OR FIBERMESH CON--. . .L, Pools, Inc. . = IIe 7ei _ I•=;t 1 _ •�' --__ r� _ � - • '• ~ � _._._._� FLOPSECK�, • _ - •P @ '!<" PlL FOOT op0 r I I Z 1 COMPACTED CLEAN FILL GENERAL NLTES: a = t9 Q~ I.ALL LIGHT,-,.LADDERS,HANDRAILS,REINFORCING STEEL BULLNOSE TILE DECK OJERPOUR CUSTOM TILE SLILLNOSE t3RlGK COPING FLUSH COPING RAISED N 33 ETC. TO 6E 6ROIMDED PER CODe. -� EINFORGINC- STEEL 2 HVEIROSIATIC UPLIFT—THIS Poo- 1_ DESIGNED To RADIUS VARI I X30 @ IZ" % EA WAY WITHSTAND HYDROSTATIC UPLIFT FORCES,WHEN EMPTY, UNDER THE FOLLOWING CONDITIONS: MARCITE FIN:5H 1) WATER TABLE AT W MIN. BELOvv TOP OF POOL 15BAN SKIMMER COVER W FILTER W/PRESSURE 2) WATER TABLE AT -c'T04' BELOW TOP-OF -POOL BEAM POOL WA5TE T GAUGE AIR RELIEF _, WITH HYDR05TATIC RELIEF vALvE INSTALLED. ADSUSTAl3LE COLLAR .�� 8) WATER TABLE LESS THAN Z BELOIV TDF OF PODL 4" TOIa a WUNp E tt, —�— BEAM,CONTACT DESIGN ENGINEER FOR POSSIBLE MI I RETURN - D�>16N MODIFICATIONS. TC POOL PUMP W HAIR S• POOL TO BE OF CONCRETE GUNITE CONSTRLIGTION -tLINT BASKET 1 MAX. POLL .-PT WITH A MINIMUM COMPRESSIVE STRENGTH of 8000 WEIR TYPICAL WALL SECTION P51 AT 28 DAYS' -` =-=----- SKIMMER 4. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE % WRAP (2}`�3 S6 DEFORMEL' BARB OF NEW BILLET STEEL, CONFORMING To Z '.'. AROUhID SKIMMEtZ VARIE5 AND AsTMPLAtCED IINDACCORDANCE WIT4-a, STEEL H ACI STANDARDS. TIE TO POOL STEEL MAIN DRAIN 5. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF N _ tr� x4" BftACiNG @ 3-CO/� 4 TIMES THE AREA OF THE 5LICTION LINE. LEAF BASKET -- 6. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO /-� { /� BACKFILL THAT THERE IS NO CROs SUCTION WITH A DOMESTIC PIPING SCH.M ATI C --- •WATER SUPPLY OR WATER DISPOSAL. 'FLOAT VALVE 7. ALL POOL PIPINE SHALL BE 1'/Z SCH.40 PVC,EACEPTPOOL FORM DOARD A5 SHOWN AND 5.1ALL REAP. THE NSF SEAL OF APPROVAL. —►TO POOL PUMP_ 8 STEP TD NAVE l0"MIN.TItEAL AND 12'MAXRISER. ZOC7PMMIN._ GUNITE OR CONCRETE 9- POOL TO BE FENCEC PER LOwAL CODE,&RTESTGBEEQUALIZER. UNE ALOVf' NOTE: REMOVE (?RATE AND 5ELF CL051NE ANC SELF1NE.Li POINT PLUG FROM 8'DIA, MAIN DRAINa`NHEN .R>=QUIRED MAINORAIN AND ATTACH 145Q.1N. OPEN AREA 2x4" FDRt"l5@3'-O"ojCAUX. PUMP LINE WHEN 65GPMMAX.FLOWPOOL 5PECIFICATION5 SK_1 M M EFZ DETAIL _ eMPTYtN6 Pool GRATE TOHAVESHORI / TAMPER PROOF SCItEws SIZE 12 x 28-40 DEPTH TO _ -4- z VOLUME 1549GAL. ELEVATION T FROM POWER `ufr- 5HORING DETAIL o - - -!- REQUIRED WHEN WATERLINE [)LE STD. HYDRO-THERAPY N� r 501-1. 80 PVG OF POOL IS LF-55 THAN S=0° IB MIN.t5tlow 314. oR 1• TrC SUCTION TO PUMP wa FROM EXISTING STRUCTURE A-4A WATER LINE C.7NDUIT 400 _AL POOL FlNlSH f41TG s , s I - POOL STEEL lops) --GRAM LO•I .-IO I I -SCREE.N ENGLO5URE PIPING 4e# S— ME LIGHT NIC:ItE U ` (BY OTHERS) SLOPE AWAY FFDM �3Y �T�/�RS :HYDR05TATIC RELIEF VALUE i ZSOO PSI CON C.W/agog-10/ww.M. DECK LIC-WT �oot I $PERFORATED PVC COLLECTION GRAVEL SUMP PODL D6GK 2„ I Of, 2500 PSI FIBERME5H CONC. 5'R ve GOP?EZ f�ROUND TUBE WHEN REQUIRED. ._ AS READ ( _ +` ELECTRIC B/ dT/y�Rr7 i' SEE GENERAL NOTE 2) / -- T'IIN. 1/2 YhRfl of '. ..°'...7:� `06. /. .4..'4 POCL STEL ADD(4)*30-I$" LONG &RAVEL RAPPEP.._ MAIN DRAIN D ETA I L • ' POOL LIGHT �2 V- &VA/ DIAGONALLI' AROUND w!PRA•INFIELD "'I—I I 3x s MOND FOOTING W/ LIGHT NICHE cLoTN ,I!Z �. 2-+F4� oR LADDER N10 HANpRAIL Nd LIGHT DETAIL FOOTING FOR SCREEN ENCLOSURE(WHEN APP LI GABLE. u DIVING 50AIZD — E7: ABOVE WATER ) rTO ELECTRIC PANEL W.°SEPARATE I CIRCUIT FOR MOTOR AND L16HT PUMP 31q. K.P 4GPM AT 0 1007DH V MANUAL MOTOR STARTER SWITCH f 4� /�/.°° FILTER CAPUMP MOTOR W/BUILT-IN � °i° FIR.T.O. I OVERLOAD SWITCH FdIC ao ss TOGEL SWITCH = ` ®� HEATER ND W.P. DISCONNECT a WATER LINE N® 35531 POOL CLEANER STUB--4417' POOL LIGHT JUNCTION bax % �� Fr1 �, tS ICES NOT Ri1,1D) V TRANSF€L1KFlER s OF n� - FLOOR G SLOPE I�<k , ` ,� ®r AREA S.F_ PERIMETER 70 L F I. ALL ELECTRICAL TO COMPLY WITH IP 680 NATIONAL EL.EC,7RIC CODE r b� / 2'3 5!60 SGH.2. SCH. WIRE IN 3/q HIGH IMPACT SINCLAIR INC. 40 PVC IN POOL AREA o 3. GROUND ALL t30XE5, L16HT,MOTORCURTIS, II ° pp° L ETC. w/AP S SOLID,BARE COPPER - POOL DESIGN& ENGINEERING REO/STEREO ENG"NEER PDOL SECTION ELECTRIC DIAGRAM CERTIRGArENUMSER 35 T 3. 8 i 1.;-'_. 00 I Pop__CI--1 UNIT A -�= LIVING POOL.__ �- .._, n. _. rr�:�` C 0 V E R E D 1 BOOL_ GARA(:)E - f-_ L.l_P. 104, TOTAL : UNIT 13 Y s` LTVIHG O COVE-:RED GARAGE: : TOTAL r = TOTAL X • 12. 00 44. 83 tit 12. 00 si rl� IF 110 Ct. Ci . STTE AFS 5765 C, PA, N U M F3 F R 10 TOTAL (7 ri J , % OF FH ZOPIIfIf; i 1 3•25(7T)t 10ks)t aXz,zs� � a�5 1' Xf� L L (q��-4 / r 1317 t. 3 r�7a""� 6 5 l2 X 9 it 3 qo �2X ,il r 2.s 3 s�C'7s zfz-r 3,st2 �1 i 9 , LL= ?�53SCYo� 1- 2(30) '7. ; '0 3li�s' I 7 31 PO `! ' � k Te7r)4 L5 5Vl'y) = E7113 (qo)f ?(,y 0)](1 7) 12 110 y 1 -7' 78' + E6 °SSS S �Itl 7031 7)+ 6OS257: 6ddd� 'k « - yyal 7 f-,6 053 , _ tj.s.� .t yZ(��►�C�,�s�� dos 3 ,1 t p� 3(75—� fi7yr K Lam- kr� ) 1 Q Z� b o6 q gal!: Ktva.�a• �Ilr. IRVING1. ABCUG & ASSOCIATES a � �1l�ffi 4f► 11 �'� C006 cmLaZ as?1 Joe M �I w itt�l s 2X 65 + r---- { j2;xlSr z, f 66 GQ,I r�L y. 75- 7.5-)-r s� tSL'7 t2Xf� i ?� 7S-)Iq If, (yah tv K� ;I F p Ll SO r , fi-, �se, s(gpQ \\ 4s IlYW 6 0'73 a , 1Z ACN 0 73( ) f -- 3 0 3&)7 t! z fi sy z 13 a q6 - e-IMS ' vaso '1fF 'f IRVING E. ABCUG &ASSOCIATES. r Comuhi K EaY amn Lo•t ;. r �r cr►CttD DL11 � � • goo r 3'ate `�IIIA Are, CrZ 1(6) 3 SZg9 tlz � s� � tN 1 2-- 9,3 1 --931 ql Y 17313 �MIfX= �36sX6-.[.7,�, - q -703 I�[ /,Y[3dZS`[7S,J-5S0_rt—D , ;I 3'f4is ► F ^� 1 Ir-7 E3•lz�-ego) y-�o� 70, f�C��S�fi �7��� /3 1203 D 3(6,S� i 7 t � r!6•s��3�2 _ 'Sl 3 7 LLQ �S.7S-L'St6 10-ft -s 7) 1'yfr3� rp �� I 1 'l V6 l l 6•�J) �7/0,.751 5o r ( q q ` �< G � ls9s) S y - - 77 — 664 yd .9 Mi 4 y 1RVINGB. ABCUG & AdCIA ' Csae+slJcinu Ftyµc►een Di,T f /v xr CMkCat COAT I e an r k, : T� i J30 t Gad 3 rry i y �•q I ..C �r. /5356 ,•' al I 5-153 J =t N _ � 3 a)Fl 7 � i f +P as AL, 3.75-67-6-t 30Y-by) J2X rff � 75 LL- = 7,3'(4/6) G�? 367 0 d��r !3 17 17, C 2 S ID 1 6, 4 '� �s7 f 0,2y`l6 f k723 � - 3y70 r , Y, = 2,5-5-q 7 6 '7 q 76 0 72�S � Al y, � } 1 N�Vib 1RVING E. ABCUG & ASSOCIATES ' Cmu&ing Envnftln w � � Joll loco ! �� k r L•L , 7.6�a�l.�lo' b-L_ i-rs0��,, �2X l,d - r zX J. 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ABCUG ASSOCIATES cu,.uuwc� � D'sT ` , . , �. pot,CKEWCATS z ; w 0 to }aa�H1i �W PII 71 6s -(73-)3 &75:j�.2,.f U 1 r /600•�f �,tW57/�7?S) ioosYs;itis s - s z,�Izs� 1!. Yz. b I y `7,;U-6S) 7S �/o [7,a C 0 /ooy�z�t 1 5-69��)rq-� i J, 1C/o -W J //./o05 v��)-f 5-6 el 603�y 3 1, 3 17 a) 1 7 yOs�(.ct Cry GB }; 68yy OL 3,,3 7 S �71 LL ' ),3-7s RVINC . A8CUG ASSOCIA'TES C,/b CRtC D111 ��► W li.f • • loco 1 ti ti t1! Itf it - I Gays' n _ S► �(ts iso 33 y lox. Z 7(1/0� �yd ISL 6,5-(7-5) Cho 6W 41 I /1)(s 's) = �4/7z10APO/ 7/ laa6 S J M5(7)t//o171 Fk2J (6 7)�3,3S) 1 S � 303 •� .� C.� �.ursf Z--5- '2 -l2•X�� ���p. z7r1` 2. 25 Cao) � -a�j •I 4 n d ' 4 �h r :n 1RVING E. ABCUG & ASSOCIATES 6 sl�ir Er n n 801 Cr�CKtDDi1iI �� W ��I Joe NO 1.q(4� Jr.97 7. s pp S-)(3 7S) ao7F0 +�'zo31 g70y1 7. r - H = yisvo + s.zc) 13 36 -f 70 E, ' gl' ' 6 3), 3' 3- � �+-(3.67Xyo) 5 � . �Q512xr� ��: ft I,qj (X75���'tS50t 31-r F I.7 (31 7S:(No�+ = 3 X36 3•S�3o 1 ' -SOkICG�+ 3 Ali = 30�rts6+aSS67Z _ a 6�7 � — 3 z 1 71/6y� it IRVING F9 ABCUG & ASSOCIATES12 r, nI I all • I i, r S3 Nju=2 t 7S 12�X•!ts'7.5•��'��d 645y ��� l�•� + s +Ssa �" -7,SL7�� �,25) 7 �vi;S hY�i I; 6�5' dl !I•�" x 7s 12x1 S � LL G�s6 DL sSo10 CX 11.5(75') +5 9-914 , f ��- tsygofi 11•SC40� -rbo l Q s r1 51-mz_ L� -S-0+ y. C7.s + 2(7.) + Sy PLS 0. 0+ (L-,)(7s)+35 t Zs) ' L L 4- 3, f/I o) 696, 6L 11 X 75- L4. 1!X yo a Il� � Yf 666 l2 ! �� y,6 7,<- 41Will L� yrb 7, l�/U 1 Ir§ ' i r"E�i� '• ,jj g' at v►s�a+ �� rSSOCIATES 1RVING E. ABCUG & A ! Cunsuking Enswert o.t/ • b i 1 a { � , �,. ♦ Cr►CatPiS�Ail� •• ! I�altt W '�:! 4t4 . . pp 2 { k 1 1 1�� 6866 y12 x 15' �s rs) ' \ i Z�G•25 (3oJ � sl LL= S:75-(�a�tts(�o� tGb �I (g6% S"-InE its � 6Ic e d� �P u 5 •"4 i it j i IRVING E. ABCUG & ASSOCIATES �• y !! c...cRca aAlr so t x.+111 _ � r D.V.U. Pools, hiC. 28r �u 3.0 3.o n 1 �n -7 + 6'u 4'-6" Ile 7 6/6 9G,11u &// De JOB UN/T * B H/611-49D GOdRT 14 a 5x5' STEEL MAT b/�•'4Q RODS _ CAST* OR/w6ERFNTF�ON PlUN4 ' TO �1�2 ?ILIN G— 30 TOrI 5D m �'0 — —y --- 5 CH. a I POOL STEEL —, HA X.Pool DrR'f1 I I TIE PILING&A.51.5lr - - - -- eOTG�O FXGEFp IB' �--�, 4 TO POOL 37'EcL esc£ss Ptuue INTO PAD 41 1012' 30 Toi✓ �PAc/7y�M/iv� PILING SECTION 1.-1,_ CURTIS•SINCLAIR,INC. 3114 45TH ST. SUITE 3 WEST PALM BEACH. FL 33407 /Y /'7• -H B84-8703 Nb 35031 --- -'- _•- ATE OF = .� IMMS7WRIMENVI R CER71F7CATEMNlVE R 35631 SEP 0 61995 it 1 ( i bL: 3,15�73')t 10(5 t 35 �,�sC � ZS �f( - aK 3 ':; LL-_ 3, z�(�d�-r 35 �Q3 3.I;tS(7s)- + 2, 93 X 7S `7 6 , 5 l2-X lls 6 .,_ , I s�� 7153 ('VOpe x 6 rC qa) 685 2,13 oi� t cam= 3S(g0) i- 2- (3a) 7b31 7 �a s315 � � ��aC.P ysS y I Lt [Z,13S(yo�f36Yv)](,7) _ LID 76 31KZ,,5)4 )(3q'2�f, 1 -7 78' + E6 OT-5- I I 7031(7)+ Eos — 1-1`dl 7 4-,6 053'S- 0 Y a y ILL �,06ar E Qf/ F. IRVING E. ABCUG & ASSOCIATES Cansukiry�Ely nnn .� - Cook CaLco Aail r NGL I 1 Joe - I _ . 2 G L. q, 7y- .5,911- As -1f9 12,Ersr 7,s G �ro �L- y, 75(7S-) (73 /2Xf lL_y, 75- ����+ sz��`✓a� 68iz &Z= xI�r lo,. '1 6 hL: /0 7 5-C75- Ll- �13 jq LL= , 1 -7 , = y25-11 �? 6a 73 b� 3a3&r zjs9z aq # ' eJ / �L14 (7 -[1 -7 6 7) 3,,S-) 4 N NY/0r �j IRVING E. ABCUG &ASSOCIATES Cwnwlcit%Enx nma ,. Crl,ct[DOIL I .}_ e `c. ' Yy + yu/7 rJ l�e w 17171 r� 1T 12- f,3 zf,3 r U�3,s`) f- N-6 91314Sit 17�666,>)'(6 tiz >ssyZ — 1 7313 � ; i ; e / i -7031 s ` y�= r,Y3,)zs(Ts)t-SS�tS-z) . 3,s 1 I . ^� 1 ►►- E3,1 7-sYvo) c'o� a �/�3 j 70 S-�fi17yt 13 5-, D3 15,20 3�lo• 6 C S - 6 <d37��3�2�� — ; ' � r X13►I b.L=4�►7���s` `' I�xl� 7 l 1 azo �►7) 354` 66 t� -[1719 (k..7S) �y3 � = 5S3oo(. . s)4-V5-1y31 166 � y _ 771Iq x IRVING E. ABCUG & ASSOCIATES Cunsuk*s Enpamrs crb CRtD Dr►TI n• -' Joe Inc* N'. r 6� ' s�°b iy(r3 / s� S 300(gr�-t1 5-I131 .�- y77oot/s193J �- /5-356 5`300(Y�Wl SI 9 3/ Alkx 13311 (-1 Fly61(1,0(3,-7) )2Xl� 75- LL = 7,3'(4/6) — (�g NL Z3 ,. G� ,f47'7,1 14 6 Icy [-7,1 ���75� 5-677Q3 il,S)—F1124S(G yo Y-0 :0(6, / 9Ss�s-7 + hazy/b � f� 7z3 — 3 y 70 V677(3)6,�f:!(24/s(6)6 25`5-g7f67g760 72,S f f: f } IRVING E. ABCUG & ASSOCIATES •� ,. Cunudiuyt Engc amrs oa t' Cato 04,111 go* I _ L ' 12 X Iii 7 as ) 3.ZSC7��t-rSo 19 y aaY �(73) 71 G O X206 G (qo) ► 3 l � � 7r t5 U a D9y/2 f2 e16 T' ` ;i ; 31 �.i Lc = a.���o�t .s( off+ C30� ��- o.Z- _ �C 1--<- t L7s� �a M/vwoM 4 IRVING E. ABCUG & ASSOCIATES Cwuukuv Envrea os Joe w I►.+l 11 w��" if ►,y yC7r�-t zrzr(7r� 31 117 `i 4 13q b(l 2, 0(b. >5) 3 �930t /0 � � 6 _ / / 3q e/S-q-0(q�i-r0 90c, 3 ` lol �l # � J2, S MM�9�C = �DI�f' �7► 3� — )3f6 ?� 2s) C 3 7 s 3 - i - cg3q dL- 7.7sC�s� r2Xi� y' U t. 7, 75-Ne, ) 35- &L= 7, 25- (7s) 12x 1br y,3- �� -7 t7,5- a� q 36 pL_ 7. 5(7s� 370 Z ' 3/'r ' r, 0)1i,7> 7 / 7Fr6 Mm Ax = J 3 (73(,qJ M-66,06�',7 73 70 Ar 4- 179-G(Iz >16� 7370(q 4- J i7f-6 Cr2�& . M v�►�or IRVING E. ABCUG &ASSOCIATES A� i Curnuhu%Ei onnn o1 t/ • - Cry Ct[D Affil Joe wc,sd�d, too i' 7370 �Z S jl 1 4 3r Y fto �2- -5-, = na I / -7376(1)+ L/3a 3� 12�1� II 68yD dL � 2 ,7�t 5-1T(75) 12 x�� s No) y , iIII �1 I , ,b 4 S' k . M IRVING E. ABCUG & ASSOCIATES Cunadting Ensuwen D's t t ' { ` Cry Cltt C Dai l 6N.�' Joe r t t .. a pow C7-S� 7,25 G4yr 0t- �, i,'� C6.75-1-b5" Lyon �.s /600 f , /11,00 - 1005 Y 7 aO - l qr S(S, (2,6 l06,5�5/ GQyZ d L 3)5 1 [712 S-No� —I rao �t 5-6 = 2o/09 �/o // Ir / SODS S 611&)C�/, 6o 3 ay t S-0 :2 X� 17 3 4 ; 1710 (5 6� C 6 ct GB y3 68 yy I�L 3,375- 3 7 S- t-L � 3 t T: 1zt E1/Wa' IRVING T. AHCUC k ASSOCIATES Cnnadlim Enwn"n o• �' �: c...cR�c a.T� .• I • Inc. Gays ^ ,S,S`(7s t -S'd 7� 33 L l d2 X.7* Z L t= Clor75-Afo� Ir � 1S D6 = z'I7yof/Jo/ 7/ ` 1�a65' Io17/ / 3y5 ;i _ Y/ 3 0 3 � d�ZA( i2 'XZ`� Fl I x At_ 2, 75 f z,Z 5- Ll 7r1' 2.2S(go) F �±V f: :g#I fix,& kF IRVING E. ABCUG & ASSOCIATES c.••cat a OAT 04V gip.,- ��.�� • i. P s 30, 7. S-yl, 7s) 907JO +5"1031 q&9Y { -7, 5- X300 X300 fib+ 520:31 z 68 3� ZS� t 5-5-0 t (3.W75-) ' 61 6 soar � L �z IPS{ (3.75(�g�fiS�Ot Z3,Sln� �i(3,7,(Nod+ 3 736 �, SOkI &�t 3 5S'D tIZ,�6� A. 3ogif6+255671a3K =� 23ssy7Cc�)"C3551 11 q 7 'X 'r M; I 7�. IRVING E. ABCUG & ASSOCIATES Cunmdtin4 Engumn o.T .• �!� .• ' 5 . . � .. i 4`n 7S/ '. LL= 7,t7 C � ISL:• ll.�a5y .f. (�X 7s) +, �,sC7.�� )2 Xl�l LLQ /0) 7, �(Na� X 6655 p�✓. ll •� 7s 12xN e ' LI— tj s 6 �= 6-5-01 CI�X 75- � II SC 75` 15-0 ��— isx�o fi t�•s(�o� fi6o 6 r7 t L= 5-50+ y. 5-(75-)-f: a(7.T)+ 3z�zS� �2'�I677" L c y Sl(vo) S� DL- Ci0 0+ t Z�C7s +3•S(7��-}- 32 Z / �Xay1s62 ) L L---7 F- 3,3-(q ZKlr•dS('� 69(.) 6L 11 X 75- t�= l l X yo Gg6 z fo» 6O /2X 41 J- 6863- -686 Mlyh 12XIk 3s G 66 c� Q LD y,o zSC zs 12 'I cc���6 zSCUv� • h . vw IRVING E. ABCUG & ASSOCIATES !� Cunsuhins Enomen DAT/ r cr►Cal Can.TI� �r a t + . i2. 6666 Z y-- 551046X75 ��CG.zsl7s� 9Z X67 12 0r it. 66 ��= "�ioo+ S7�" 7s ktti Cls tsa J2�xI� 3s 6t6% SA SEs 6� 12x1t� S r ; j .s i j IRVING E. ABCUG & ASSOCIATES .�' Cw++wlting En�uaeerf os t r �• � Lr , CwCagc VAll moi. • loo - o Department of Community Affairs SN : 610 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 1, CORM, 60OA-93 Residential Component Prescriptive Method A SOUTF-, PROJECT NAME: 95088 BUILDER:Ci//AMaL_ FeRfee,/n/G AND ADDRESS : Lot 17 & 18 , Bel Lid , PERMITTING , CLIMATE C"..D t Highland g Beach , FL . , OFFICE: Highland Bea , ZONE: 7 , _, 8 ,4, 9 , _, OWNER: : PERMIT NO . ' : JURISDICTION NO . Ck. 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family '3 . If Multifamily-No . of units 3 , 0 4 . If Multifamily , is this a worst case ( yes/no ) 4 . 5 . Conditioned floor area ( sq .ft . ) 5 . 1988 .00 `6 . Predominant eave overhang ( ft . ) 6 . 3 .00 7 . Porch overhang length ( ft . ) 7 . 14 .50 8 . Glass area and type: Single Pane Double Pane a . Clear Glass 8a .370 .6sgft 14 .00sgft b . Tint , film or solar screen 8b . 0 .0sgft 0 .00sgft 9 . Floor type and insulation: a . Slab on grade ( R�-value , Perimeter ) 9a .R= 0 .00 , 200 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 1 . Concrete ( Insulation R-value ) 10a-1 R= 3 .00 , 1203.60sgft a . Adjacent: 2 . Wood frame ( Insulation R-value ). 10a-2 R=11 .00, 184 .50sgft 11 .Ceiling type area and insulation: a . Under. attic ( Insulation R-value ) lla .R-19 .00 , 2046 .20sgft 12 ..Air distribution systems a . Ducts ( Insulation + Location) 12a . R= 6 .00 , uncond 13 -Cooling system 13 . Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Strip Heat COP: 1 .00 15 .Hot water system: 15 . Type: Electric 3 16 .Hot Water Credits: (HR-Heat Recovery , 16 . EF: 0.88 DHP-Dedicated Heat Pump ) :. 17 .Infiltration practice: 1 , 2 or 3 17 . 2 18.HVAC Credits ( CF-Ceiling Fan , CV-Cross vent, 18. HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) '19 .EPI (must not exceed 100 points ) 19 . 97 .09 a . Total As Built points 19a . 34607 .13 b. Total Base points 19b. 35644 .41 ------------------------------------------------------------------------------- -- ------------------------------------------------ I Hereby certify that the plans and Review of the plans and specifications specifications covered by this cAlcu�- 66v6rsd by this caldulstl6fl lndlefitas lation are in compliance with the compliance with the Florida Energy Florida Energy Code , Code. Before construction is completed this building will be inspected for PREPARED BY: l _ compliance in accordance with Section DATE: 2o� 553 .908 F .S . I hereby certify that this building is 'inn compliance with the Florida Energy Bode . OWNER/AGENT: BUILDING OFFICIAL: DATE: ; DATE: SUMMER CALCULATIONS `�c�ic�c�c�c*�Ic�i::K�c�Ic�C�c�c�c�c***�c�c�cyc�:�c�c�C=k=k��c.�c�cXc�c�e�:�c�c�c�c�c.�C�cxc�C*�e:Kxcxc�k:k:k�cxc�t%k:K�lc�c*%lc�c�c�lcyc�C�Ic�C�lc�c�C�C�c*%K�c:k�! _-- BASE ___ _ -- AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS .....,.......--_..,...,.-- - -_ ..I- ....i,..,.«,.,....«....�....................... -,.._»...........,... -.........,..........,.r......_..._.�.....�.....�,.....-- N 194 .20 109 .7 -21303 .7 SGL CLR N 52 .0 64 .5 .70 2347 .81 t ; SGL CLR N 126 .0 64 .5 .63 5085 .5 SGL CLR N 16 .2 64 .5 .53 555 .41 . NE 16 .20 109 .7 1777 .1 ; SGL CLR NE 16 .2 94 .8 .66 1008 5 E 32.60 109 .7 3576 .2 ; DBL CLR E 14 .0 127 .0 .39. 695 .7 }I' 36 .3 .34 431 .4'i' � SGL CLR E 9 .3 1 ,.; SGL CLR E 9 .3 136 .3 .34 431 .0 S - 76 .40 109 .7 83;81 .1 SGL CLR S 11 .2 135 .6 .80 1220 .611;:J: SGL CLR. S 26 .6 135 .6 .30 1082 .1'`,1; ; SGL CLR S 38 .6 135 .6 .31 1633 .& Vii;' ;Ir W 49 .00 109 .7 5375 .3 ; SGL CLR W 18 .7 136 .3 .34 866 . SGL CLR W 18 .7 136 .3 .34 866 . SGL CLR W 11 .6 136 .3 .37 591 .3 NW 16 .20 109 .7 1777 .1 ; SGL CLR NW 16 .2 94 .8 .47 721 .6� j!' ------------- --------------------------------------------,_---------,_----------- .15 ---------------- -----------.15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS ", i AREA AREA FACTOR POINTS POINTS ; POINTS �t .15---11988 .00 - -----384 .60Y ---- .?75----42 ,190 .b2`---32 ,712 .54- ,---17 ,53b .36CI i NON GLASS------------ AREA x BSPM - POINTS TYPE R-VALUE AREA x SPM - POINTS�1 < ________ . ____________ ---------------------------- -------- '-- -----__------__ WALLS---------------- ��III' Ext 1203.6 1 .6 1925 .8 ; Ext NormWtelock In 3.0 1203 .6 2 .70 3249 .7ll' Adj 184 .5 1 .0 184 .5 Adj Woad Frame 11 .0 184 .5 1 .00 184 .5 P t DOORS---------------- _',' Ext 20 .8 6 .4 133 .1 Ext Wood 20 .8 9 .40 195 .511­,! Adi 18 .0 2 .6 46 .8 ; Adi Insulated 18 .0 2 .60 46 .8;"i; CEILINGS------------- UA 1988 .0 .8 1590 .4 ; Under Attic 19 .0 2046 .2 1 .50 3069 .3'` 1, FLOORS--------------- Slb 200 .0 -20 .0 -4060 .0 ; Slab-on-Grade .0 200 .0 -20 .00 -4000 .01 ': ` F INFILTRATION--------- � z 1988.0 14 .7 29223 .6 Practice #2 1988 .0 14_70 29223 6� TOTAL�SUMMER�POINTS ~-��____-�'_______________________________________________ 61 ,816 .72 TOTAL-Yx--SYSTEM-----COOLING ;-TOTAL ---x-CAP-x-DUCT x SYSTEM x CREDIT = COOLING,!,; SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS hh ,61 ,816 .72--- 1 ,816 .72--- .37 _- - ------------------------ --------- _--- --- 22 ,872 .19; -49 ,505 .801 .041 .104 .340 1 .000--18 ,515 .17, IN a� w Y r WINTER CALCULATIONS A �; --__ BASE --_ - AS-BUILT GLASS---------------- ' ORIEN AREA i EWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTSP :11 - N---194 ,20_-_---»� ___--77 .7- � -5GL CLR ____.___N___. ..52 .0___.......3 .7- `1 .14 __-219.3ll�!'�i`! l SGL CLR N 126 .0 3 .7 1419 SGL CLR N 16 .2 3 .7 1 .26 75 .5;;111 NE 16.20 - .4 -6 .5 ' SGL CLR NE 16 .2 2 .9 1 .29 60 .5'1'i�i E 32 .60 - .4 -13 .0 '� DBL CLR E 14 .0 -_1 .1 -1 .94. 29 .9;' ; ' SGL CLR E 9 .3 .1 22 .04 20 511j : ,t SGL CLR E 9 .3 .1 22 .04 20 .51', S 76 .40 - .4 -:30 .6 ; SGL CLR S 11 .2 -2 .0 .74 -16 .74'' !! SGL CLR. S 26.6 -2 .0 -1 .92 102 .1aj` SGL CLR S 38 .6 -2 .0 -1 .82 140 .81", W 49 .00 - .4 -19 .6 SGL CLR W 18 .7 .1 22 .04 41 .2�`'Ii, SGL CLR W 18 .7 .1 22 .04 41 »2 �;.I SGL CLR W 11 .6 .1 20 .14 23 .4R, j NW 16 .20 - .4 -6 .5 SGL CLR NW 16 .2 2 .9 1. .48 69 .5 - - - -/- - -- ADJ . :< ADJGLASSGLASS - -- --GLASS ----- - --------- M .15xCOND . FLOOR TOTALGLASS ��•! AREA AREA FACTOR POINTS POINTS POINTS `i; ----------- ------------------------------------------- -I .15 11988 .00 384 .60 .775 -153 .84 -119 .28 1 ,382 .3W. II NON-GLASS----------:T__�__-_��______________.�____________________��__________ M�'':I,, i AREA x EWPM 4 POINTS ,; TYPE R--VALUE AREA x WPM = POINTS;;!! '. ------------------------- - -- --------------------------------------- I! y WALLS---------------- I--- - - I ' Ext 1203 .6 .3 361 .1 Ext NormWtElock In 3 .0 1203.6 1 .20 1444 3!!!-', Adj 184 .5 .5 92 .3 Adj Wood Frame 11 .0 184 .5 .50 lo DOORS---------------- Ext 20 .8 1 ,8 37 ,4 '; Ext Wood 20 .8 2 .80 Adj 1.8 .0 1 .3 2b .4 '; Adi Insulated 18 .0 1 .30 23 CEILINGS------------- UA 1988 .0 .1 198 .8 ; Under Attie 19 .0 2046 .2 .30 613 9 FLOORS--------------- Slb 200 .0 -2 .1 -420 .0 ' ; Slab-on-Grade .0 200 .0 -2 .10 -420 a;1" t. p INFILTRATION--_------ 1988 .0 1 .2 2385 .6 ! ; Practice #2 1988 .0 1 .20 2385 .6 TOTAL-WINTER-POINTS- 2 ,559 .29 5 '579 .97 'TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = MEATING��' ° WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS : ,(• i ---------------------------- -------------- -__---_----___-____---------_-___ X1,1 ' 2 ,559 .29 1 .10 2 ,815 .22 5 ,579 .97 1 .00 1 .100 1 .000 1 .000 6 ,137 .96), a IS) WATER HEATING lc�c�c�c�:*:�C�c*xc�K*�c�cc�c�c�c�c*�c��c�c:k�c�c�cxc�c�c�c>kxc>k�c*�c*�I::k:Kxc�c.�c:k�cxt�c�c�c:k�c�c�K•�X��*�c.�c�c:K��c�c�c�c�c.xc�c��c�cxc���c�c�:>�'i __- BASE _--_ ; __- AS-BUILT -_- - NUM OF x MULT = TOTAL '; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL'' f BEDRMS ; RATIO MULT -------------- ----------------------------------------------------% -___--__--_-� 3 3319 .0 9 ,957 .00 ;------80----- .88- -1 .000- 3318 .0 1 .00 9 ,954 .00`. SUMMARY I �� --- BASE ___ _-- - AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL J POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS,`.; ---- -- -- 22872.22815 .2 9957 .035 ,644 .41 -- ---- --- - ; 18515 .26138 .09954 .0 34 ,607 .13' "";' EPI - 97 .09 �i a J = ill, 1 P; 6'i , T aATSMITTAL FORM REPORT ~V IEW p,ND REOUESTEI~ ACTION BY PLANNING '~>~1COMMUNITY APPEARANCE BOARD TRANSMIT TO: Bi~ILDI~fG ~FICIAL FROM: COMMUNI`i"1 pp?~ARANCE BOARD DATE: NOVEMBER 3 1995 PROPERTY DESCRIPTION: 1105 & 1107 'iighland Beach D.~ive Models r ~ Block 2, Lo~.s 17 & 18, Bel Lid~~ APPLICANT: Dominick Conte 'Owner) REVIEW GIVEN TO S\*BJECT PROPER?:'Y Preliminary Ra~~ :Lew Final Review x Amended Site Pla . Revi~,~ for enclosing back porch Other/Specify _ THE PLANNING HOARD/COMT~i~^11'TY APPEAR.AltCl BG -ARD HAS REVIEWED THE ABOVE MATTER PER THE REQUJ~'S ' OF THE BL~IL. )IR :OFFICIAL DATED AND HEREBY CERTIFY THAT THl', FOLLOWING AC'"IO} ' ~1AS TAKEN: DENIEiI X APPRO~~ED (Plane Ati :ached) APPROVED WITH MODIFICATIONS A..S NOTED OTHER/:SPECIFY PLEASE TARE WHATEVER ACTION IS :REQUIRED T( COMPLE'!"E THE SUBJECT MATTER, i.e., ISSUE PERMIT, TRANSMIT TO T~t~WN COM~~YISSION, RETURN PLANS TO APPLICANT, ETC. _~C ~ _ ~ ^ Signat~ ~e Chairman IF THE ABOVE PLANS WERE DENIED OR APPROVED WITi~ MODIFICATIONS, PLEASE NOTE THE BOARD'S FINDINGS: For Clerk's Office Use Only: Date Reviewed: November 30, 1995 Date Transmitted to Bldg. Offcial December 1, 1995 1994 TRANSMITTAL FORM REQUEST FOR REVIEW BY PLANNING BOARD/COMMUNITY APPEARANCE TRANSMIT TO: COMMUNITY APPEARANCE BOARD ' (Name of Board) FROM: BUILDING OFFICIAL DATE: OCTOBER 18, 1995 PURPOSE OF TRANSMITTAL Preliminary Review Final Review X Amended Site Plan Review for enclosing back porch Other: Specify: PROPERTY DESCRIPTION 1105 & 110.7 Highland Beach Drive Models ~~ & C Block 2, Lots 17 & 18, Bel Lido APPLICANT: Domenick Conte - Owner I HEREBY STATE THAT I HAVE REVIEWED THE APPLICATION AND Z°LANS REGARDING TEiE ABOVE MATTER AND THEY DO/NOXN®T MEET ALL REQUIREMENTS OF THE HIGHLAND BEACH TOWN CODE. I HAVE FURTHER ATTACHED COMES OF ALL REQUIRED APPLICATIONS AND PLANS AND STATE THAT ALL APPLICABLE FEES HAVE SEEN PAID. Signature of Building Offic~l IF ABOVE PLANS DO NOT MEET THE TOWN CODES, DETAIL NON-COMPLIANCE AND NOTE REASON WHY REVIEW IS BEING REQUESTED: FOR CLERK'S OFFICE USE ONLY: Date Received: By: Meeting Date: Final Action: /rb - 1989 ---`~a" Revised 3/30/89 TOWN O F HIGHLAND BEACH Page 1 0° 2 Coamlunity Appearance Board APPLICATION FOR PROJECT REVIEW To qualify for review. Applicant must fill out entire application rtion of Protect Cove ation ,!:~/~; ~~.r,~~~ ~ Submission Date Project Name /~ ,.,~~ Sits Address -~~a,s' ¢ ,~p~ ~~G~L/rf~~ /~~~ ~ Town Lot No. • (E or W) - ~'4~~ <~~o ' Applicant's Name, A~dydress, Telephone Owner's Name, Address, Telephone - Architect's Name, Address, Telephone Ido. Landscape Architect's Name, Address, Te ~i~~~d 7'/~~ ~i~~ir'~ ~.~~71/Q~~ ~,~SiG~' S75'T,~.~15 ~i~l/~l ~~TT.~~,~'v9'~ `f SS's .r7,Tu /YwIS' S-T ~/1iC'G.~?~ ~G 33~G3 ~-7-? ~tc~vyS/3>' ~~L,~ ~.TY~-~ - %3~ S' °f 79 ' /lily ~ ~/1~l.CL.D f~h'~G ~3~/~/' All meetings of the Community Appearance Board are open to the public. The ownar, architect and landscape architect are urged to attend. Each applicant must familiar himself with the Board Criteria and Procedure. An application is required for each part of a project; building and grounds, sales office trailer, signs, etc. One cop; each application form is adequate. - ~tEVIEGi - All boxes below must be checked by the applicant to indicate all requirements have been met, or marked "NA" if not applicable. Each application form must be accompanied by four sets of building and landscape drawings;.comp in every respect. Plans must shoo approval by Highland Beach Planning Board. ® ~ 1. Completed CAB Application Form 1/16" or , 2. Site Plan drawn to scale of at least „ 1 showing location of structures, decks, pool, walks, drive~?Cindividual parking spaces, water and electric meter locations, exterior mechanical and pool equipment and trash containers. - 3. Certified Lot Survey, made• and dated within one year of Application ' showing location, species nomenclature and sine of all existing trees and protected shrubs. 'Indicate clearly those to be relocated. 4. The detailed landscape plan showing correct location of buildings, J recreation areas, walks, drives, parking areas, etc. including: a. All existing and relocated trees and plants. Indicate drought tolerance ratings either 0, 1 or 2 per Xeriscape Plant Guide. Donselman b Broschac. South Florida Water Nanagemenc District; 1987. I~ ((~~ {...~ ~l ~'/A C~ D /Vl/9. Q Q Q CJmmunicy ?.?pea:3n.:a gJ3C3 A?°LICATIaN FOR ?QC.;IC:' R~.'IIc;J ~3~t ~ CC a b. a'_'_ r.a:r trees co be added wick c`~air fJr~al and cecaon names and s:.ce3 as planted (excluding conca:na:s) and drou3hc cJlarances, as J~OV 2 . e. X11 nzw shrubs and ground covers co be added with c`-air fo;~al and common names and sizes as planced,~and drought tolerances, as above. d. All new hedges to be added with their Formal and common names and sizes as planted including numbers of planes, center-to-center spacing and drought tolerances. as above. e. Indicate location(s) of sprinkler(s) planned to 1=rigaca cur: areas. f. Indicate low-volume drip, spray or hubbler emitter locations. g. Voce soil amendments co b e made co improve vacer-holding capacity of the project soil. h. Indicate locations of mulches to be used co loner soil temperatures and to minimize evaporation. i. 'Indicate material, color, height o£ walls or fences, if used. j. Show location of all exterior lighting on landscape plans. . S. Affidavit of Ownership 6. Complete set of four (4) plans including elevations of all sides, .details of facades in scale sufficient to clearly illustrate appearance as built. Detailed drawia;s of roof required if equipment is located thereon. ?. Complete material and color schedule showing color schemers, materials ant treatment . Palnt chips era required for each color, and material sample: are to ba .provided if samples of standard materials are not available in Building DaparCaanC. Surface a. Soof b. Fascia c. SoE£it d . Malls e. Decorative Panels f. Grill Black g. ~OlumnS h. Shutters i. Reams j . Cable Ends k. W±ndocJ Frames 1. Class a. Doors n. Rail_ngs o. Floors (?orch, pacio)* p. Screens q. Exterior Lig?~cing *Sample3 not required _r . ?enc e J~,v~6l.S . Color (Chip ~) ~l~;O~,E ~yBD XLtI~I /tile SiJ/~ ~~ ~ u +, k v.. ri S: - ?relis~ilary Revie;r Fi :a1 Qaviev td Rev ` +1 5300.00 sin./5.0.00 per u^ic S' min./5 10.00 per uni~ S;eo.oo ~ l~~ ~ ~~~ ~~, ~ . f ~: ~igS ~, i/cco