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HomeMy WebLinkAbout35509-ZCONSTRUCTION DETAILS & WIND LOAD RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING~ RAFTER ~ TOP PLATE O~C WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCI<ING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER PATH CONNECTION DETAILS NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER TOP PLATE WALL STI D ALTERNATIVE RAFTER 'i O WALL STUD CONNECTION WIND RESISTANT. CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: _ NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLATE RTl5 (USE ~ITH SPTH4 CONNECT_OR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-1ST, FLOOR WALL KLFTA OR MSTA56 APPLY TO EACH WALL STUD HEADER-TO-dACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT5 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SILL PI_ATE MSTA}6 OR RS16-R (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INS'i~RUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 6" O,C. -~ ENDWALL ANCHOR BOLT CONNECTION :OUNDATION ~/8' DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION ~UPPORTING MAXIMUM SPACING USE WiTH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) SHEAR WALL CORNER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST 2ND, FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD JOIST FRAMING FLUSH WITH GIRDER/HEADER 1ST. FLOOR WALL STUD .TYPICAL MULTI-STORY CONNECTIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS TYPICAL HEADER CONNECTION WALL STUD BO'Fi'OM PLATE BATHTUB DOUBLE JOIST DOUBLE JOIST FOR UNDER a BATHTUB WALL STUD BO'I-rOM PLATE SUB FLOOR DOUBLE JOIST __ DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR PLATE SUBFLOOR RIIM BOARD DOUBLE SILL PLATE FOUNDATION WALL !ST. FLOOR TO FOUNDATION CONNECTIONS DBL. SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL SILL GASKET SILL PLATES TO FOUNDATION ANCHORING N.Y.S. Energy Code Presc. aipyjve envelope required for additions less than 500sf~ ' This addition meets or exceeds N.Y,S. minimum code requkements.. Foo'r'~ t'd~'~ MPC, 1(4-'- .J/., ,'