Loading...
HomeMy WebLinkAbout0782.95.21C C o i 2nd SCALE! W CL 0 t; ti ry 0 0 I_) 2b' -3' FLOOR FRAMIN PLA FLUSH BEAMS MAY DEVIATE FROM ARCHITECTURAL PLANS FLOOR FRAMING PLANS SUPERCEDE ANY DEVIATION PER t),Ypert *ENGINEERING k / C Y M n 11 ALL "I" JOISTS TO BE 912" TJI /155 PER fj,Tpert'ENGINEERING LEGENDi 2(o TJ LENGTH - I' INCREMENTS CUT TO LENGTH IN FIELD CB PANELS w/ T -PLY CB PANELS w/o T -PLY ­ALL CB PANELS TO BE 91/2" TALL 4 HAVE STUDS is 16" O.C.— 1. REFER TO t); #pert' LAYOUT FOR QUANTITIES OF "I" JOISTS, HANGERS, AND MISCELLANEOUS MATERIALS 2. REFER TO tjXpert'LAYOUT FOR DETAILS 3. FLOOR SHEATHING TO BE GLUED AND NAILED. 4, ALL RIM JOISTS PERPENDICULAR TO "I "JOISTS ARE TO BE 11.4" TIMBERSTRAND 0 Ist FLOOR AND 3/4" 05B * 2nd FLOOR UNLE55 NOTED OTHERWISE. USE 114" TIMBERSTRAND THROUGHOUT WHEN "I" JOISTS ARE 14" DEEP OR GREATER HANGER LEGENDe IT - TOP MOUNT SINGLE JOIST HANGER IT - FACE MOUNT SINGLE JOIST HANGER ,sole - FACE MOUNT SKEWED RIGHT 45 HANGER 3&& - FACE MOUNT SKEWED LEFT 45 HANGER 'nIT - TOP MOUNT DOUBLE JOIST HANGER 3msLw - FACE MOUNT SKEWED RIGHT 45 DOUBLE HANGER Saul. - FACE MOUNT SKEWED LEFT 45 DOUBLE HANGER F- to r 1-11 z �O �W Zw Q� J� 0 43112" "1" JOIST 2x12 ANGLE �+ BLOCKS LFILLER AS REO'D FASTEN w/ 131 16d NAILS ZZ 13i 2x6 FILLER DETAIL ATTACH W/ 2 Roj)S 10d NAILS STAGGERED r+ C COMP. BEAM r a o _ 03NT5. 0 z W 3/4" FLOOR 2x12 FLAT SHEATHING m "1" JOISTS Q—, C Y M n 11 ALL "I" JOISTS TO BE 912" TJI /155 PER fj,Tpert'ENGINEERING LEGENDi 2(o TJ LENGTH - I' INCREMENTS CUT TO LENGTH IN FIELD CB PANELS w/ T -PLY CB PANELS w/o T -PLY ­ALL CB PANELS TO BE 91/2" TALL 4 HAVE STUDS is 16" O.C.— 1. REFER TO t); #pert' LAYOUT FOR QUANTITIES OF "I" JOISTS, HANGERS, AND MISCELLANEOUS MATERIALS 2. REFER TO tjXpert'LAYOUT FOR DETAILS 3. FLOOR SHEATHING TO BE GLUED AND NAILED. 4, ALL RIM JOISTS PERPENDICULAR TO "I "JOISTS ARE TO BE 11.4" TIMBERSTRAND 0 Ist FLOOR AND 3/4" 05B * 2nd FLOOR UNLE55 NOTED OTHERWISE. USE 114" TIMBERSTRAND THROUGHOUT WHEN "I" JOISTS ARE 14" DEEP OR GREATER HANGER LEGENDe IT - TOP MOUNT SINGLE JOIST HANGER IT - FACE MOUNT SINGLE JOIST HANGER ,sole - FACE MOUNT SKEWED RIGHT 45 HANGER 3&& - FACE MOUNT SKEWED LEFT 45 HANGER 'nIT - TOP MOUNT DOUBLE JOIST HANGER 3msLw - FACE MOUNT SKEWED RIGHT 45 DOUBLE HANGER Saul. - FACE MOUNT SKEWED LEFT 45 DOUBLE HANGER F- to r 1-11 z �O �W Zw Q� J� 0 HANGER 2x12 ANGLE �+ BLOCKS LFILLER AS REO'D FASTEN w/ 131 16d NAILS ZZ 13i 0 2 STAIR DETAIL C Y M n 11 ALL "I" JOISTS TO BE 912" TJI /155 PER fj,Tpert'ENGINEERING LEGENDi 2(o TJ LENGTH - I' INCREMENTS CUT TO LENGTH IN FIELD CB PANELS w/ T -PLY CB PANELS w/o T -PLY ­ALL CB PANELS TO BE 91/2" TALL 4 HAVE STUDS is 16" O.C.— 1. REFER TO t); #pert' LAYOUT FOR QUANTITIES OF "I" JOISTS, HANGERS, AND MISCELLANEOUS MATERIALS 2. REFER TO tjXpert'LAYOUT FOR DETAILS 3. FLOOR SHEATHING TO BE GLUED AND NAILED. 4, ALL RIM JOISTS PERPENDICULAR TO "I "JOISTS ARE TO BE 11.4" TIMBERSTRAND 0 Ist FLOOR AND 3/4" 05B * 2nd FLOOR UNLE55 NOTED OTHERWISE. USE 114" TIMBERSTRAND THROUGHOUT WHEN "I" JOISTS ARE 14" DEEP OR GREATER HANGER LEGENDe IT - TOP MOUNT SINGLE JOIST HANGER IT - FACE MOUNT SINGLE JOIST HANGER ,sole - FACE MOUNT SKEWED RIGHT 45 HANGER 3&& - FACE MOUNT SKEWED LEFT 45 HANGER 'nIT - TOP MOUNT DOUBLE JOIST HANGER 3msLw - FACE MOUNT SKEWED RIGHT 45 DOUBLE HANGER Saul. - FACE MOUNT SKEWED LEFT 45 DOUBLE HANGER F- to r 1-11 z �O �W Zw Q� J� 0 0 �+ W ZZ 13i r r- ® m z Q—, a i` l--J �-- F= 0 b 11_. O 0 s $ j K) Z /^' 0 �+ W ZZ 13i