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HomeMy WebLinkAbout37502-ZL_I L_~ - ) T~V~ ~ur~~ ~100~07~-11 PROPOSED REMODELING AND ADDITION WIN]] UPLIFT REQUIREMENTS USE THE FOLLOWING USP BRAN]] DR APPRDVE]] EQUAL METAL CONNECTORS WITH THE RECOMEN]]E]] FASTNERS INSTALLATION BY MANUFACTURE, GALVINIZE]] AND PRODUCT BESCRIPTIDNUPLIF] GALV. MINIMUM NUMBER Ihs, FASTNER REQUIRED 4x4 PDST~ (18) 16d CDM, NAIL PBS44 1815 POST CAP BEAM~ (18) 16d COM. NAIL 4x4 PDST, (8) 16d CDM, NAIL POSE44 1430 EN]] PDST CAP BEAM~ (8) 16d CDM, NAIL BEAM/GIRDER, (8) 5/8' BOLTS KC44 4x4 CDLUMN CAI)3865 PDST/£DLUMN~ (8) 5/8' DIA, BDLI 4x4 FODTING/PIER, 5/8'x7' ANCHOR BD PAU44 8840 PDST ANCHDR PDST/GIRBER, (18) 16d CDMMDN NAIl 4x4 WET PDST ANCHOR CBE44 3585 CDLUMN BASE PDST/GIRDER~ (8) 1/8' ])IA, BOLT: 4x4 WET PDST ANCHOR KCB44 5650 COLUMN BASE POST/GIRDER~ (8) 5/8' ILIA, BOLT S .T S UPLIFT CDNNECTIDNS FDR, JOISTS-TO-GIRl]ER / HEADER DECK CONNECTIONqlN, 8d NAIL~ SPAN CAPACITY REQUIRED 18' 487 Ihs, 4 16' 526 Ihs, 5 20' 626 Ihs, 5 24' 726 Ihs, 6 28' 826 Ihs, 7 32' 927 Ihs, 8 36' 770 tbs, 7 HEADER GIRDER CDNNECTiDNS DECK9EABERUPLIF' SPAhSPAN 6' 1408 8' 1878 80' 10' 8347 12' 2817 6' 1859 8' 88' 8479 10' 3098 18' 3718 6' 8310 8' 3081 36' 10' 3851 18' 4681 INSTALLATION NOTES, 1), ALL POSTS TO BE ANCHORED TO FOOTING aR PIER W~TH PnCT A~CW41R. 2), HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACHPOBIW+T-~~ 3), EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER. ~1~-14 T¥ ~LW-N~T-t~ .II]IsT HANGERS TO BE ATTACHED TO A PT LEDGER BI]AI~D TklAT 15 TI] BrROLT~D_ TI~.~LD.G  eA'm= 5-7-!2 WOOTEN RESIDENCE ~ ~'~ .o.FISHERS'ISLAND NY !? A-2 *%~': ? p.~?. ';~] CHORNO ASSOCIATES