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HomeMy WebLinkAbout66STUDS PER ARCH. — L5x4x1/4xCONT. LLH T-�B — - EL. PER PLAN JOIST BEARING — EL. PER PLAN STUDS PER ARCH. STUDS PER ARC L4x4x1/4xCONT. T/SLAB - EL. PER PLAN JOIST BEARING_ SEL. PER PLAN 5/8 U 6" O.C. TYP. i/16 V2012 IYP. SLAB PER PLAN nvnic. onwvnvv PER PLAN STUD CONNX BY STUD SUPPLIER SECTION 1- 51L",=I'-o` S311 STUDS PER AF EMBED BY PRECAST SUPPLIER PRECAST WALL PANEL SECTION 2 3/4"=1'-0" S311 L4x4x1/4xCONT. A-1 %/ rl n" 'm ze" ^ ^ TYPICAL DETAIL AT GIRDERS 3/4"=1'-0" S311 3/16 V L4x4x 1 /4xCONT. ° DOUBLE ANGLE CONNECTION ° W/ 3/4"0 A325 BOLTS 0 EMBED PLATE BY PRECAST SUPPLIER BEAM PER PLAN SEE PLAN FOR BEAM REACTION PRECAST WALL PANEL SECTION 6 SECTION T SECTION 6 3/4"=1'-0" S311 3/4"=1'-0" S311 PRECAST WALL PANEL BEYOND (EXTENDS TO ROOF) SEE PLA I L4x4x1/4xCONT. T/SLAB EL. PER PLAN DOUBLE ANGLE CONNECTION W/ JOIST EARING _ 3/4"0 A325 I BOLTS EL. PER PLAN EMBED BY PREC SUPPLIER PRECAST WALL PANEL BEYOND SECTION 11 3/4-1'-0" S311 I BEAM PER PLAN SEE PLAN FOR BEAM REACTION 4" 3X5'-0"036"O.C. ET ON SLAB BOLSTERS PLACE WIRE REINF. OVER L6x4x5/16xCONT. #3 BARS STRINGER CONN; BEAM BY STAIR SEE FLOOR BEAM DO NOT CONNE( CONNX DETAIL ON STRINGER TO AN SHT. S325 SECTION 4 3/4"=1'-0" S311 0 ° DOUBLE ANGLE CONNECTION EMBED PLATE & 0 W/ 3/4"0 A325 BOLTS ANGLE BY PRECAST ° SUPPLIER BEAM PER PLAN SEE PLAN FOR PRECAST WALL PANEL—].—BEAM REACTION SECTION 9 3/4"=1'-0" S311 fns 1 7--7--4 1I -- 1I " _D EACH END BEAM PER PLAN FLOOR BEAM CONNECTION UAXWUIM R'-ACTiON " 1 KIPS s W W crr SECTION 5 3/4"=1'-0" S311 EE ARCH. OR STAIRS EMBED PLATE BY HORIZ. BRIDGING PRECAST SUPPLIER PER PLAN PRECAST WALL PANEL L3X3X1/4X0'-6" W/ (2) 1/2"0 SLEEVE ANCHORS (TOP & BOT.) DESIGN LOAD DIRECTION 450 PLF VERTICAL 336 PLF ULT. HORIZONTAL SECTION 1O 3/4"=1'-0" S311 �CL JOIST OR BEAM FLOOR SLAB OPE COPE ANGLE TO SET ON TOP OF SUPPORT iiw num L5x5x5/16 FRAME (TOE DOWN) NING DETAIL NOTES: 1. DECK OMITTED FOR CLARITY 2. PROVIDE FRAME WHERE OPENING IN DECK IS LARGER THAN 10" MEASURED PERPENDICULAR TO THE SPAN OF THE DECK. 3. FRAME SHALL BE INSTALLED AS PART OF THE STEEL ERECTION 4. CONCRETE CONTRACTOR SHALL PROVIDE FORMWORK AROUND OPENING. BUT LEAVE STEEL DECK IN PLACE 5. SUBCONTRACTOR USING OPENING SHALL REMOVE DECK AND IS RESPONSIBLE FOR PROVIDING ADEQUATE FALL PROTECTION.' 61 vwo wz ezairg 6 SO -O. -.Z F-l'OemO� !r 4y� NOW C1��mF-�U�Z�gO e 0 O pC s 4F F N s y zL� W NO2g 1�iNYb�+W4�1Z 0 W N 2 rrii IJ y9W9U d4h2 domw I6�o 0.6o Q Z Q Z O LL- LL - LLV) V) Of 7= LiJ > —i W J J Q o uj F- z J D a Imm � 3r. = � w z rn V) H Q V) t CD 0) E�C� a P. ST � 1 �V o Z. No. o. 870326 . % STATE OF IND I A141". ���`��� 1/11/1, 1111\\ 1/11111 1111\\ ■jo ��� 1�1 i e -- co ® o 111���111 ® -o CD U) 0 00 ® z z 00 Qi 0 o 0 •> o V) cu r- $ � Z z O L � a Of U N w } m w 0 y 0 m zLuo Y 2 U J W H (n U O Z a rn o Z Q :2 o� Z n N U W Z Y X a v7 3 Q W Q cc �c © 2013 PROFESSIONAL ENGINEERS' GROUP, INC. FLOOR FRAMING DETAILS S311