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SSMR11�5 � RIDGE CONNECTION <br /> 14'WIDE X 26 G�.RIDGE FLASHING #9 X 2-1/2'WOOD ZAC(TYP.j <br /> � ' � 5 RIBBED ROOF PANEL ROOF DECKING <br /> y6 <br /> 1/2'THK.PQLYISOCYANURATE � - <br /> FOAM INSULATION <br /> TRUSSES OR RAFTERS <br /> � � <br /> IXISTlNG ASPHALT SHINGLES <br /> CROSS SECTION OF TYPlCAL RlD�E CONNECTION <br /> tOVER IXfSTiNC,SHIW6LED ROOF OR NEW ROOF WOOD DECKJ <br /> #9 X 2'WOOD IAC FASTENERS,9'O.C.EACH SIDE OF RIDGE <br /> 14"WIDE X 26 GA. 80X ROOF PANELS 3/4"@ 90° <br /> RtDGE FLASHING AT RIDGE(EACH SIDE) <br /> (NO FORMED CLOSURE REQUIRED} <br /> 5 RIB6ED <br /> ROOF PpNEI e <br /> ; , ,� <br /> ;t <br /> 1/2"THK.POLYISOCYANURATE <br /> FOAM INSULATION <br /> D(ISTING SHINGLE R�FlNG <br /> SUBSTRUCTURE " <br /> NOTES: <br /> 1. CUT PANELS 2'FROM CEMER LINE OF RIDGE. <br /> ISOMETRIC VIEW 2.WHEN RIDGE SUBSTRUCTURE HAS BEEN REMOYED FOR VENTILATION,4NSTALL <br /> SYNTHETIC BAFFLE MATERIAL. <br /> 3. ATTACH RIDGE FLASH WITH#9 X 2-1/2'WOOD ZAC FASTENERS 9'O.C.INSTALL <br /> FASTENERS AT EVERY HIGH RIB IN THE PANEL TO AV01D DIMPLIN6 THE RIDGE <br /> FLASHING. <br /> 4. BQX ROOF PANELS AT RIDGE ON EACH SIDE 3/4"UP AT 90°TO ELiMlNATE <br /> BLOW BY USING NAND BRAKES ON JOB SITE. IN PLACE OF FORMED FOAM GLOSURES. <br /> ' � a � <br /> f. <br /> 1 F�Y GBtTiFY TtiAT 1 HI�VE REVIB�JED THIS <br /> ; STRUGTl1RE JtND TO THE HEST OF MY KNOMI..ED6E <br /> S O LA R S H/EL L7 "�°�"""""�^�`°'�"''-E�"''°`°'"�'�T�' <br /> ������������� <br /> �,�.� ���5�,�,���� <br /> OPLT t VNLID fOR 12 MONTHS FROP1 Th�`.ai6►�D <br /> METAL ROOFING '�' <br /> PAGE ROBERT J. BRADY j <br /> PEII�6MS3 <br /> I 4441 SE 53rd AVE. Ocala FL 34480 TYPICAL �syr,�� <br /> R►rt►soc�uaoorao.co�c DETAIL 7 , /. -ocuti A.o�+�e=4 <br /> r�r rsenvw � Rn�x�.Ea��-ei3n <br />