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HomeMy WebLinkAbout37457-Z O-Ad , 3 7 c(S REMOVE EXISTING ROOFING AN Revisions: INSTALL NEW ROOF ASSEMBLY WITH ATTACHED SOLAR PANEL AND 2. IP EXIST LL+.4KIP DL 31 HARDWARE. SEE TOUGH TRAC AREA OF NEW ADDITION DRAWING TT-KOPPERT-01 5?a a ., 1 r, ©k a€i i I I TRUSSES SPACE 10-9• 00 0 9-'10" D.C. r,� 21'-6- i WXZX xitu my -� b AND BOTTOM CHORDS L Ke i N N Lu o 00 EXISTING ROOF N c g w o 2 i i 3_S O (no A LAYOUT PLAN s, Co z NTsFRONT AND REAR SUPPORT � Z REMOVE EX STING ROOFING ANU 0 THIS IS TO CERTIFY THAT WE HAVE CHECKED THE EXISTING INSTALL NEW ROOF ASSEMBLY WITH /4. _ �" O OY STRUCTURE FOR 120 MPH WIND,SNOW,UNBALANCED SNOW, ATTACHED SOLAR PANEL AND V p HARDWARE. SEE TOUGH TRAC 2.OKIP EXIST LL+.4KIP OL 2.OKIP EXIST LL+.4KIP OL LIVE AND DEAD LOADS BASED ON ASCE 7 AND FOR m DRAWING TT-KOPPERT-01 Z CONFORMANCE WITH THE 2007 NYS COMMERCIAL CODE AND 1 BASED ON THE DATA PROVIDED. E O N DESIGN CRRERIA: W Z (, THE MOUNTING BRACKETS 8 HARDWARE SHOWN ON TOUGH ROOF LIVE LOAD 2OPSF y TRAC DRAWINGS TT-KOPPERT-01 AND TT-KOPPERT-02 DATED ! ROOF SNOW LOAD 18 5PSF] (3f Lu 12-29-2011 MEET OR EXCEED NYS CODE REQUIREMENTS.THE ROOF DEAD LoaO TPSF Y � L w SYSTEM'S ATTACHMENT TO THE ROOF TO MEET OR EXCEED SOLAR PANEL DEAD LOAD 'PS' rn C7 — NYS CODE REQUIREMENTS. rnussDEF�EcnoNcar CRITERIA naoPN 5`e Lu = 00- IU— N THE INSULATED FOAM ROOF PANELS MEET OR EXCEED THE 10'-9• v REQUIREMENTS FROM THE PROPOSED LOADS FROM THE uw FOR W' TRUSSES SPACE INSTALLATION OF THE SOLAR ARRAY.THE ROOF PANELS ARE RussEs AT EPA "] 0 9-'10. O.C. 4"EXPANDED POLYSTYRENE S ENE FOAM WITH 26GA HOT DIPPED usVWX12U rro GALVANIZED STEEL ON THE FACES AND ALL EXPOSED EDGES. j AND��000THIS IS BASED ON THE DATA FOR THESE PANELS PROVIDED w mzue[e o BY P2P ENERGY,AS TESTED BY THE PFS CORPORATION � T? § � �U) REPORTED 11-25-1996.ROOF PANELS INSTALLED IN FIELD MUST MEET OR EXCEED THESE SPECIFICATIONS. B-r � THE TRUSSES ON THE NEW EXPANSION OF THE GREENHOUSE �>E j ARE THE SAME AS THE EXISTING,THEREFORE SHARE THE SAME DESIGN CRITERIA. COL. EMBEDMENT BASED ON THE DATA PROVIDED THIS STRUCTURE IS 3 1" = 1" ADEQUATE TO SUPPORT THE PROPOSED LOADS.THE STRUCTURAL ENGINEER DOES NOT WARRANTEE DAMAGE DUE TO WATER LEAKAGE,PANEL DETERIORATION,IMPROPER11175 INSTALLATION OR MISHANDLING OF MATERIAL. FRONT AND REAR SUPPORT 1 w a3