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BUILDING REVI
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:
TOWN BUILDING PLANS
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ULTIMATEDESIGNWINDSPEED(MPH)125 ROOF ZONE 1MAX. SPAN / MAX.CANTILEVER(INCHES)48" O.C. / 16" MAX.ROOF ZONE 2 & 3MAX. SPAN / MAX.CANTILEVER(INCHES)32" O.C. / 12" MAX.13048" O.C. / 16" MAX.32" O.C. / 12" MAX.14048" O.C. / 16" MAX.24" O.C. / 10" MAX.15024" O.C. / 8" MAX.16048" O.C. / 12" MAX.17048" O.C. / 12" MAX.22" O.C. / 8" MAX.19" O.C. / 8" MAX.RAFTER ATTACHMENT SPACING SCHEDULETABLE REFLECTS ATTACHMENT SPACINGS THAT EXCEED MANUFACTURERSSPECIFICATIONS FOR WIND LOADS AS PER ASCE 07-10. RISK CATEGORY IITOPOGRAPHIC EFFECTS B,C, & D AND ROOF WIND ZONES 1,2,& 3. ROOF ZONES 2 & 3ARE WITHIN 48" OF ANY OUTER EDGE, HIP, RIDGE, OR GUTTER LINE FOR STRUCTURES30'- 0" OR LESS MEAN ROOF HEIGHT.11111 33333333322222222222222ROOF WIND ZONES AS PER IRC R301.2(7)ROOF ZONES 2 & 3 ARE 48" FROM OUTER ROOF EDGES,RIDGES, HIPS, RAKES, AND GUTTER EDGES FOR STRUCTURESBELOW 30'-0" MEAN ROOF HT.2RIDGERIDGE GUTTERGUTTERGUTTERGUTTERGUTTERRAKERAKEHIPHIP 48" O.C. / 16" MAX.1.ALL WIND DESIGN CRITERIA ARE FOR LOW SLOPE ROOFS, GABLE AND HIP ROOFSCONSIDERED FROM AN ANGLE OF MIN. 9.5 ° ( 212) TO MAX. 45° (1212) NOT TO EXCEED30' MEAN ROOF HEIGHT ATTACHED WITH FASTENERS AS SPECIFIED BY THEMANUFACTURER.2.SPAN TABLES ARE DERIVED FROM MECHANICAL LOAD TESTS PERFORMED BY THEMANUFACTURERS INDEPENDENT TESTING AGENCIES ON BEHALF OF THEMANUFACTURER.3.ROOF SEALANTS SHALL CONFORM TO ASTMC920 AND ASTM 65114.ALL ATTACHMENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITHMANUFACTURERS PRINTED INSTRUCTIONS.
SCALE: 3/32" = 1'-0"
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