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Home My WebLink AboutROOF PLAN & MODULESROOF DESCRIPTION ARRAY AREA & ROOF AREA CALC'S ROOF ROOF AZIMUTH RAFTER RAFTER ROOF MATERIAL ROOF AKE TILT SIZE SPACING ARRAY ROOF AREA SOLAR #1 24' 271' 2"X4" 24"O.C. ASPHALT ROOF # OF AREA AREA COVERED SHINGLE MODULES (Sq. Ft.) (Sq. Ft.) BY ARRAY ATLANTIC KEY ENERGY LLC (%) 7006 STAPOINT CT NOTES 1 #1 1 30 504.97 989.84 51 STE B WINTER 1-ATTACHMENT SPACING @4 -0 PARK, FL 32792 +1 (407) 988-0273 2-SEE SHEET S-1 FOR RAIL TYPE AND ATTACHMENT TYPE. 3E i 3R — — — — — REVISIONS O I I DESCRIPTION DATE REV I , Digitally REFER SECTION 3 OF SHEET NO. S1 CV I ��`GEL SOT ''''�� FOR ROOF ATTACHMENT SPACES I ��`P�'•�C•E NS'O'%! J.�: F o� signed by Luis No. 84750 * = q Soto Mo a = = y Signature with Seal I = AATEOF Date. SIONA�E��''�� 2021.07.15 I � 3R ��iiiillllltt�� — — — This item has been electronically signed and 1 5 • 1 7:2 0 sealed by Luis A Soto Moya, PE on the date and/ or time stamp shown using a digital signature. Lf ■ Printed copies of this document are not consid- ered signed and sealed. 041001 PROJECT NAME & ADDRESS LU z z Q ■ 2 R LU � O Q Q LU CB ACD UM d TM9P L, 3R i Cz Q E O C4 2E O ■ O 0 o o M wLLJ v IM ° z _ Q w oM o� �t m ■ 10 O �Uo-j co r ■ � � Q W ry Lu Ln Q- W I O W W U o >M z � >�Lox ■ Q LLI c� O2R XIr CD ~ W 00 = L Q �0LIL " (30) ENPHASE IQ7-60-2-US MICROINVERTERS W I ROOF #1 (30) HYUNDAI HID-S315RG(BK) MODULES I ICI I� O ---- — 3 SHEET NAME 7_7ROOF PLAN & 3E I _1 ft3R MODULES 151-3" SHEET SIZE 11" 3'-1' ANSI B 11" X 17" 1 ROOF PLAN & MODULES HYUNDAI SHEET NUMBER HID-S315RG(BK) S-� S-0 SCALE: 1/8" = V-0" MODULES STRUCTURAL NOTES Project Name: Alexandra Laboy Project Address: 4801 Silver Oak Dr Fort Pierce, FL 34982 Latitude: 27.377409 Longitude:-80.310924 Current Adopted Building Code: 2020 Florida Building Code, Residential, 7th Edition, Adopts With Amendments: International Residential Code 2018 Occupancy/Risk Category BASIC WIND SPEED (3-SECOND GUST): Vult=160.00 mph NOMINAL WIND SPEED: Vasd=123.94 mph INTERNAL PRESSURE COEF, GCpi = 0.18 Wind Exposure Category: B Importance Factor: 1 Ground Snow Load: 0.0 psf Seismic Coefficient, Ss: 0.049 Seismic Coefficient, S1: 0.028 Live Load: 20.0 psf Roof Height (Eave & Ridge): 15.00' Roof Angle: 18.00 deg / Roof Pitch 3.9/12 Roof Zone(s): 1, 2e,2n, 2r, 3e,3r Framed Module Type & Module: Hyundai Module Weight: 39.70 Ibs Solar Module Length (in): 65.95" Solar Module Width (in): 39.40" Solar Module Thickness (in): 1.30" Solar Module Area (SF): 18.04 ft2 Module Dead Load (psf): 4.0 psf Total Module Quantity: 30 Roof Type: Rolled Asphalt, Miami Dade/Broward County SEE CLAMP DETAILS FOR MAXIMUM RAIL SUPPORT SPACING. SPACING BASED ON A ASCE 7-16, CHAPTER 29.4 WITH (yE=1.5 FOR FOR EXPOSED PANELS) ROOF ZONE Load Description Up Down Side (psf) Lateral (psf) Combination 0.61)+0.6Wup D+0.6Wup D+0.75(0.7E) E ZONE 1, 2e Landscape Span=4.00' Portrait Span= 4.00' Panel Pressure -43.44 psf 17.03 psf 1.28 psf 0.06 psf Land-pe Panel Rail Load -71.321bs/ft 27.951bs/ft 2.10 lbs/ft 0.101bs/ft Load/Clamp -285.26 Its 111.821bs 8.41 Ras 0.411bs Pomait Panel Rail Load -116.79 Ibs/ft 46.791bs/ft 3.521bs/ft 0.171bs/ft Load/Clamp -467.171bs 187.171bs 14.08 Ras 0.691bs ZONE 2n, 2r, 3e Landscape Span= NA Portrait Span= 2.00' Panel Pressure -66.30 psf 17.03 psf 1.28 psf 0.06 psf Portrait Panel Rail Load -182.191bs/ft 46.791bs/ft 3.52 lbsi 0.171bs/ft Load/Clamp -364.391bs 93.581bs 7.04 Ras 0.351bs Panel Pressure -80.02 psf 17.03 psf 1.28 psf 0.06 psf ZONE 3r Landscape Span= NA Portrait Span= 2.00' Portrait Panel Rail Load -219.89 Ibs/ft 46.791bs/ft 3.521bs/ft 0.171bs/ft Load/Clamp -439.77 Its 93.58 Its 7.04 Ras 0.351bs FLASHLOCK -420.00 Its 468.00 Ibs 573.00 Ibs 172.00 Ibs RT MINI zxa DF frz -631.00 Ibs 878.00 Ibs 324.00 Ibs 473.00 Ibs RT MINI OSB T16"THK -477.00 Ibs 477.00 Ibs 355.00 Ibs 355.00 Ibs ABASE COMP MOUNT QMNC-680.00 Ibs 1680.00 Ibs 1686.00 Ibs 1464.00 Ibs SEE NOTE 1 , PORTRAIT ORIENTATION SHOWN A ROOFTOP SOLAR PANEL PARTIAL P PORTRAIT ORIENTATION SHOWN -1 SC.:NTS WIND SPEEDS, VOLT, FOR RISK CATEGORY II T MAN N Gable 7< Zeta < 20' COMPONENT AND CLADING ZONE AREAS SCALE: NTS NOTE: PANELS NOT PERMITT BE INSTALLED ALONG LANDSCAPE ORIENTA ZONES 2n, 2r, 3e,3r a=4' ELEVATION I certify that the PV panel modules mouting system is in compliance with the 2020 FBC with: BASIC WIND SPEED (3-SECOND GUST): Vult= 160 mph NOMINAL WIND SPEED: Vasd = 124 mph COMPONENT AND CLADDING LOADS BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE SECTION R324.4.1.2, ROOFTOP -MOUNTED PHOTOVOLTAIC PANEL AND ACCORDANCE WITH ASCE 7-16 ROOFTOP MOUNTED SOLAR PANELS SECTION 29.4.4 FOR ROOFTOP SOLAR PANELS PARALLEL TO THE ROOF SURFACE ON BUILDINGS OF ALL HEIGHTS AND ROOF SLOPES. EXTERNAL PRESSURE COEFFICIENT FOR C & C OF ROOFS WITH RESPECTIVE ROOF ZONING ARE DETERMINED FROM FIG 30.3-2B OF ASCE 7-16 Iso '' Luis A Soto * No. 84750 * M oya 2021.07.15 STATE OF 15:17:39 4 OR ID `` 04 00 This item has been electronicalkkkill4dlahEcefe& b by Luis A Soto Moya, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed. DRAWINGS g UNIRAC END NOTES CLAMP A QUICKMOUNT PV ABASE S-2 UNIVERSAL TILE MOUNT WITH L-FOOT UNIRAC MID B CLAMP S-2 SM QUICKMOUNT PV ABASE UNIVERSAL TILE MOUNT WITH L-FOOT SECTION S-1 sc.NTs I EXISTING WOOD TRUSS NOTE: 1. SEE ROOF ATTACHMENT SPACING SCHEDULE ON THIS SHEET. 2. PORTRAIT UPLIFT CAPACITY 113 PSF LANDSCAPE UPLIFT CAPACITY 50 PSF 3. SEE PANEL MANUFACTURE RECOMMENDED DIMENSION 4. BILL OF MATRIALS ESTIMATED, VERIFY ROOF PLAN PRIOR TO INSTALLATION. BILL OF MATERIALS ITEM DESCRIPTION QTY RAIL SMX 14' 21 ATTACHMENT QBASE 72 SECTION SC.NTS SEENOTEI 1'-0"MAX 2" B CLAMP END S-2 CLAMP ROOF ATTACH MENT SPACING ZONE WIND LANDSCAPE PORTRAIT UPLIFT 1, 2e -40 PSF 4.00' 4.00' 2n, 2r, 3e -52 PSF NA 2.00' 3r -63 PSF NA 2.00' ATLANTIC KEY ENERGY LLC 7006 STAPOINT CT STE B WINTER PARK, FL 32792 +1 (407) 988-0273 REVISIONS DESCRIPTION DATE REV Signature with Seal DATE: 7/15/2021 PROJECT NAME & ADDRESS N CD 00 IZT C'7 J LL Ll m W E Q W U J U H cy) E Z o O o Q LL 7 @ LLJ U LL � CL Lf W y �i aL) X� J w Q \w C0 CD CD SHEET NAME FRAMING PLAN SECTIONS AND NOTES SHEET SIZE ANSI B 11" X 17" SHEET NUMBER S-1 THIS EDGE TOWARDS ROOF RIDGE 4X 0 .32 THRU (CLEARANCE FOR 5/16" HARDWARE) O -O O i O oVNT P 1,-6„ FLASHING HEIGHT (ITEMS 4 & 5) OBASE (ITEM 2) AND POST (ITEM 6) QUICK MOUNT PV QBASE MOUNT S-2 SC.NTS ITEM NO DESCRIPTION 1. CAP SCREW, HEX HEAD, 5116'.18X314"UNC-2A, GRADE 8, MAGNI 2. QBASE,1-114' ID, FOR 5116' HARD WARE, A360 C AST AL 3. LAG SCREW, HE X HEAD, 5116' X 3", ZINC 4. FLASHING, CONE, 18718'X.032", 3003 AL, MILL 5. COLLAR, COUNTER FLASH ING, 1-114-ID EPDM 6. POST,1-114" OD X 3.114', 6063-T516063-T6, MILL 7. WASHER,SEALING, 5116" ID X 1414' OD, EPDM BONDED SS B. CAP SCREW, 5116'48 X 1' UNG2A, NYLON PATCH, WIC APTIVE WASHER, 1100, 1 A SS BONDING SPLICE BAR C3 O O 0 UNIVERSAL AF MID CLAMP 7 TYPICAL SPLICE BAR DETAIL EAD 'ERSALAF f ® CUTTING CREWSRINC INCLUDED CLAMP UNIVERSAL AF UNIVERSALAF END CLAMP MID CLAMP f 0 R B UNIRAC UNIVERSAL AF CLAMPS S-2 SC.NTS TYPICAL EXPANSION JOINT DETAIL ,DOTE THAT ONLY 1 SCREW IS USED AT AN EXPANSION JOINT. THE SPLICE BAR DOES NOT BOND ACROSS AN EXPANSION JOINT. SEE INSTALLATION GUIDE FOR INSTRUCTION UNIRAC TYPICAL EXPANSION AND SPLICE JOINT S_2 SC.NTS `\ 0''Ell Iso''''�% Luis A Soto ,`J�� • ��C E NSF• 0�, M o d * ,• • No. 84750 •• ,z 2021.07.15 SOx,TATE 15 : 17 : 5 0 F�• This item has been electronically signed and sealed by Luis A Soto Moya, PE on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed. UNIRAC SOLAR MOUNT UNIVERSAL INSTALLATION PLAN 1. ELECTRICAL PLAN IS SEPARATELY SEALED DOCUMENT. 2. THERE SHALL BE PC MODULE TO RAIL MOUNTING CLAMP AT EVERY/RAILCROSSING POINT WITH A MINIMUM OF 4 CLAMPS. SEE CLAMP DETAILS FOR MINIMUM CLAMP SPACING FOR EACH ZONE. FOR CLAMPS ANCHORED TO EXISTING TRUSS WITH SPACING GREATERTHAN THE EXISTING TRUSS SPACING CONTRACTOR WILLADD NEW SOUTHERN PINE 2X4 BETWEEN TRUSSES AND NAIL WITH 2-16D NAIL PATTER AT EACH END OF WOOD TRUSS. 3. PER MODULE ADJOINING MODULES SHALL SHARE MID CLAMPS. 4. PV MOUNTING RAILS SHALL BE INSTALLED PERPENDICULAR TO ROOF FRAMING. S. THERE SHALL BE A MINIMUM OF TWO RAILS UNDER EACH PV MODULE. ADDITIONAL RAIL MAY MID ADDED AS A OPTION TO INCREASE CLAMP SPACING 6. RAILS SHALL NOT CANTILEVER BEYOND OUTSIDE OF END ROOF ATTACHMENT MORE THAN V-O" 7. RAILS SHALL ATTACH TO ROOF THRU L-FEETAS SHOWN. L-FEET REQUIRE FLASHING OVER ATTACHMENTS LAGGED INTO ROOF FRAMING, E.G., UNIRAC SOLAR MOUNT, UNIRAC FLASH KIT, OTHER ACCEPTABLE TO AHJ. 8. ALL FLASHINGS SHALL BE INSTALLED IN A GENEROUS BED OF FLORIDA PRODUCT CONTROL APPROVED (PCA) POLYURETHANE ROOF SEALANT. AND, SHAL COMPLY WITH SEALANT COMPLIES WITH ASTM C920-18 STANDARD SPECIFICATION FOR ELASTOMERICJOINT SEALANTS. 9. LONG-L-FEET & OR STANDOFFS ARE PERMITTED AS NEEDED FOR ROOF CLEARANCE. NOTES: 1. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) REQUIREMENTS. ALL BOLT APACITI ES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 2. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 3. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURER MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SOLAR SPECS. 4. ALLALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-15 UNLESS OTHERWISE NOTED. 5. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 6. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. 7. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (6TH EDITION) OR LOCAL GOVERNING CODE. 8. INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL 9. PV PANEL SUPPORT DESIGN IS BASED ON TRUSS AND OR RAFTERS SPACED AT A MAXIMUM SPACING OF 2'-0". INSTALLER WILL INSPECT ROOF TRUSS OR RAFTERS VIA ACCESS THRU THE ATTIC AND VERIFY THE CONDITION OF THE STRUCTURAL ELEMENTS FOR SPACING, CORROSION, CRACKS, OR DETERIORATION. CONDITION OF CONNECTIONS BETWEEN STRUCTURAL ELEMENTS WILL ALSO BE VERIFIED FOR CORROSION. ATLANTIC KEY ENERGY LLC 7006 STAPOINT CT STE B WINTER PARK, FL 32792 +1 (407) 988-0273 REVISIONS DESCRIPTION DATE REV Signature with Seal DATE: 7/1512021 PROJECT NAME & ADDRESS N 00 M M J LL. LLI U O 0� U LU a- J E O p a LU O a 0 X n/ LL_ 00 Q LU 2 N X a/ a J O W Q LU vJ CD CD SHEET NAME DETAILS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER S-2