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Home My WebLink AboutMASTER PLANMASTER SDBVNED St. Lucie Co _ 4fi•-SY DACRON BODY STRAP AND CONNECTION TOP VARIES wINIA®ER AND BOTTOM OF ALL PANELS FASTENED WITH J � �� l0THRUS0LTTOALOMMRACKSEOWT — TYP. CONK TO ROOF(FLUSH) SEEDETALL(AO1) N n T4 m B,11r,ITTALL.4' WIDE SOLAR PANEL aQ Ir At.uw GACROYBODYSTFMPUum VCHANNE TIGHT(SEESTRAPPING SPECS Y61 FOR LOCATIONSI- -IYP.CoNN.70 ROOF BELOW (SEE' DEIALLTM) NUMBER OF BAYS VARIES AS NEEDED I 912 OR BETTER STAINLESS STEEL SCREW TO FULLY PENETRATE ROOF SHEATHING AND FASTENED INTO ROOF TRUSS TOP CHORD AT ALL HEADER STRAP TIEDOWNS — BRACKEfCAP BRACKET BASE w & o HOUSE ROOF & COVERING (MAY VARY ASPHAULT, TILF, OTHER) 118' PILOT HOLE & — SICAFLEXSEALANT BODY STRAP LOCATED WITHIN 12' OF BOTTOM HEADER HOUSE ROOF & COVERING (MAY VARY ASPHAULT, TILE, OTHER) HEADER BRACKETBASE 1A8' PILOT HOLE& SICAFLEX SEALANT #12 OR BETTER STAINLESS STEEL SCREV FULLY PENETRATE ROOF SHEATHING INSTALLATION INSTRUCTIONS 1. MARK HOLES AS SHOWN ON PLANS. Z DRILL 118' PILOT HOLES. 3. APPLY SICAFLEX ADHESIVE IN'AND ABOVE HOLE 4. SECURE BASE wl #12 OR BETTER SS SCREW. 5. INSTALL BODY STRAP AND SECURE CAP. 6. SEE 41A4 FOR SPECIFICATIONS ON NUMBER OF BODY STRAPS PER SOLAR PANEL REFER TO MANUFACTURER INSTALLATION INFORMATION FOR MORE DETAILED INSTALLATION DESCRIPTION. TOP HEADER — BODY STRAP LOCATED WITHIN 12' OF TOP HEADER STRAPS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QQMPLYWlTHAll APOWgoA ECODES, . 1 �e SOLAR PANEL` ROOF MOUNTING (ELEVATED) SCALE: N.T.S. 15 MOUNTING DETAIL (FLUSH MOUNT) SCALE: N.T.S. 2S25Q <7/8' ALL ANGLECUP 10 SSTHRUB( CENTERED TY ROOF SHEATHII 25c4' MIN. TRUSS OR E 'IF CHANNEL APPLY ADHESIVE IN I PILOT HOLE AND OVER I FASTNER TO ATERPROOF 318 XY MIN. SS LAG BOLT (T MIN. PEN. TO WOOD TRUSS SHINGLEITILE 3 IR ELEVATED SOLAR PANEL CONNECTISm-Ittl I w i /K K i_.2 5 :"' LAN e f STRAP QUANTITY AND SPACING ZONE 1 & 2 UNIT LENGTH STRAP QUANTITY STRAP SPACING B-0' 3 DAGRM BODY STRAPS Y A ENO STRAPS TO BE WITHIN 12- M ENO OF PANEL 3 DACRON BODY STRAPS. 12-0' 4 DAMON BODY STRAPS 4 STRAPPING - SPEC'S SCALE: N.T.S. THESE PLANS ARE NOT VAUO FOR PERMITTING' ® OU E RAISED SEAL 8 SIGNATURE OF EER/ARCHITECT OF RECORD, ITTEN DIMENSIONS SHALL HAVE PRE ENCE OVER SCALE DIMENSIONS. Conhadols shag verify and be IBspons[We for d)mansiOmS and o 0dKRIS Of the job and DIe Inner must be notified in wrifing of any Menges in tha dimensiore, wndidons, and specifications appearing w Mese Plans. TIE DOWN CLEAT BASE OR OTHER MOUNTING HARDWARE (TIE DOWN CLEAT CAN BE LOCATED IN VALLEY AREA BETWEEN TILE)= 912 OR BETTER SS SCREW TO FULLY CONTRACTOR IS RESPONSIBLE FOR ANY PENETRATE ROOF SHEATHING AND ALL DAMAGES TO TILES SCALE: N.T.S. 6 m MOUNTING HARDWARE OVER TILE ROOF ST LUCIE COUNTY BuanlNo D ON t REV M)% !E DB DATE , PLAN AND PERMIT MUST B KEPT ON JOB OR NO INSPECTION WILL BE MADE Ot O a J� it Dawn By. JM.L Ch%W By. D.B. SMIM. AS Nehd Job Number. tlaW�q Tm. A-01 BOLARGEie^e 7 SOLAR ROOF MOUNTING PLAN (FLUSH DESIGN REQUIREMENTS DESIGN NOTES: NOTE: THIS STRUCTURE HAS BGEL4 DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 2D07 WITH THE FLORIDA BUILDING COOS 2009 SUPPUMENTS AND THE ASCE 7.05 REQUIREMENTS 1. WIND EXPOSURE -CATEGORY IS OR C) 2. BASIC WIND SPEED -140MPR @ 3 SEC. GUSTS 3. WIND IMPORTANCE FACTOR -1.0 4. INTERNAL PRESSURE COEFRCIENT-.18 5. MAXIMUM PRESSURE FOR COMPONENTS AND CLADDING, 31.01341J-58.4 Pst UNLESS NOTED OTHERNISE STRAPS SHALL BE DACRON BODY STRAPS AND HAVE A MINIMUM DESIGN TENSILE STRENGTH OF 1,800LBS. SCREWS SHALL BE #12 OR BETTER STAINLESS STEEL AND SHALL FULLY PENETRATE 1(L- MIN. COX. PLYWOOD SHEATHING AND BE HELD IN PLACE WITH SICAFLEX to CONSTRUCTION SEALANT APPLIED TO A 118-PILOT HOLE PRIOR TO AND AFTER PLACEMENT OF THE FASTNERAS SHOW HEREIN. EACH PANEL SHALL RAVE MINIMUN OF (5) MOUNTING POINTS WITH AN ADDITIONAL (5) ON ONE END OF THE ARRAY. A FOUR PANEL SYSTEN WILL HAVE (25) MOUNTING POINTS. DETAIL VALID FOR HVHZ ZONES UP TO AND INCLUDING 140 MPH. THIS DETAIL NOT A COUNTY. F I - L E C - NOTES gaLs LPTU SYSTEM HAS BEEN DESIGNED - WITH THE FOLLOWING LIMITATIONS: A. UP TO 14OMPH WINDS (3 ' SECOND GUSTS). B. ROOF HEIGHT NOT TO EXCEED 30'ABOVEGRADE . (IFANYOFTHEABOVELIMITATIONS 2_ ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED). SCALE: N.T.S. SOLAR PANEL- SECTION- (ELEVATED GENERAL NOTES: 1. ENGINEERING VALID FOR SOLAR POOL HEATING AND DOMESTIC WATER HEATING APPLICATIONS. 2. ENGINEERING VALID FOR ALL PANEL ORIENTATIONS INCLUDING VERTICAL (SHOWN) AND HORIZONTAL 3. CALCULATIONS VERIFIED FOR THE UPLIFT ONLY PER CODE INSTALLERS SHALL USE CAUTION WHEN INSTALLING THE PANELS TO MINIMIZE AND DISTRIBUTE LOADING ACROSS THE ROOF SURFACE NO WARRANTY, EXPRESSED OR IMPLIED IS OFFERED FOR THEINTEGRTTY OFTHE EXISTING STRUCTURE. 4. 12- MINIMUM EXTERIOR GRADE COX PLYWOOD SHALL EXIST AS A CONNECTION SUBSTRATE 5. NO CERTIFICATION IS OFFERED FOR PLUMBING OR ELECTRICAL WORK THIS IS A STRUCTURAL CERTIFICATION ONLY FOR ANCHORAGE TO THE EXISTING ROOF STRUCTURE 6. DIMENSIONS ARE SHOWN TO ISSUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA THEY MAT VARY SLIGHTLY. CONTRACTOR 15 TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. 7. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR eL al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST DAMMAGES INCLUDING LEGAL FEES & APPELATE FEES RESULTING FROM MATERIAL FABRICATION SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL STATE, & FEDERAL CODES, & FROM DEVIATIONS OF THIS PLAN. S. SYSTEM HAS BEEN DESIGNED WITH THE FOLLOWING LIMITATIONS: A. UP TO 140MPH WINDS (3 SECOND GUST). B. ROOF HEIGHT NOT TO EXCEED 30'ABOVE GRADE. (IF ANY OF THE ABOVE LIMITATIONS ARE EXCEEDED SPECIAL ENGINEERING WILL BE REQUIRED. 9. THIS DOCUMENT MAY BE 10. THIS ENGINEERING EXPIRES ON CODE WHICHEVER COMES FIRST. BYNEW SCALE: N. N.T.S. oowe.„, _. F, IYYYYYY. 3�® w t W fL a I A-02 i soURDETAM1S Y aG! OIR SOLAR WATER HEATING SYSTEM SYSTEM DIAGRAMS C scua a�aa I } saw in v.c i n I wMr � -r , eauecaMl mTlEf L' u e I aao aooP RA9edG s �• o=no. fDIJ) 1 LODPDYCYi I[D[YD 1 1 rteY RD. DCILRYT.. 1 1GP 6TMKLet1 YICI I RYY90CG pELLLC 1 . SOAR SfORYII WTEF 1 1 PeeO1MRiN I } FR041 11 •OMYP C SfC •ilPHEW msOAaL • e I ��• wmra I u 1 -tee urewlurorr•w�.c row 1 TNEIdtiSTAT I e lmE npRDIEL 11 PPNA 6NEATNG I ELEAOIT I 1 CWCtATp1 MLP ku RDUTWBAOVaWR t13H 11 I JIB I :e I ••PVYDD I Lj L�J 9 nC TDP UFia•(IPV-0UI 1`� jnl 0.UR'&ap GETaLR 8 o SOLAR WATER HEATING SYSTEM (OPT.) SCALE: N.T.S. It-TE-."". py THESE PLANS AND -AID, PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO R 94,PbnW1TH AW a APPLAWwQ9Q4Ba SOLAR WATER SOLAR PANEL COLLECTOR FASTENED TO MOUNTING HEATING PANEL mouN ING SRACKETT ___—__ BRACKETBY MFG. _ _ _ - _ T —T _ ROOF SHEATHING APPLYADHESWE IN fl7FASTNER ILOT HOLE AND OVER 2k4' MIN. WOOD TO ATERPROOF TRUSS OR BLOCIONG W MIN. SS LAG BOLT (2- MIN. PEN. TO WOOD TRUSS 9 SOLAR W/H PANEL CONN. DETAIL r° tlraxilq n1 A-03 sous oErals