Laserfiche WebLink
e <br />e <br />OWALL SECTION <br />SCALE: F4" = 1'-0" <br />EXIST. STEEL BEAM <br />(SEE PLAN) <br />EXISTING METAL <br />ROOF DECK <br />(SEE PLAN) <br />EXIST. STEEL <br />JOIST (TYP.) <br />(SEE PLAN) <br />,i" EXPANSION <br />JOINT MATERIAL <br />r— <br />CUT EXISTING <br />METAL ROOF DECK <br />AT STUD WALL FACE <br />(SEE PLAN) <br />NEW L 5 x 3 x 4" x CONT. (LLY) <br />ATTACHED TO EA. STUD <br />w/ (3) 0.1-1-1" 0 F.D.F. <br />4", 18 GA. CSJ STUDS <br />AT 16" oz. (TYP.) <br />STANDARD <br />90- ACI HOOK <br />16' — S" <br />+ + + TOP OF <br />+ PARAPET <br />L 3 x 3 x 4" x CONT. w/ 3/4" <br />SIMPSON TITEN HD w/ 5Y2" MIN. <br />EMBED SPACED 6 V-0" oz. MAX. <br />(o ", 18 GA. CSJ STUDS <br />AT 16" oz. (TYP.) <br />STEEL BEAM <br />(SEE PLAN) <br />+ + + + <br />+ + <br />L3x3xy4"xCONT. <br />------------------- <br />14 G. CLIP ANGLE <br />L4x4xXCONT. <br />WELDED TO EXIST. BEAM <br />e <br />TOP OF <br />MASONRY + <br />+ <br />+ , <br />MASONRY WALL BEYOND ' + <br />(EMBED CONNECTION NOT <br />SHOWN FOR CLARITY) <br />14 GA. CLIP ANGLE — <br />w/ (4) 0.111" 0 P.D.F. <br />g�_4�� (TYP") <br />BOT. OF <br />TIE BEAM <br />14 GA. CLIP ANGLE <br />4", IS GA. CSJ STUDS <br />w/ (3) Y4" -0 x 13/4" MIN. <br />AT 16" oz. (TYP.) <br />EMBED. TAPCONS <br />AT EACH STUD <br />TYP. <br />Y8" CONT. <br />(2) K.O. BLOCK <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINF.) <br />- <br />DOUBLE ANGLE <br />BOLTED CONNECTION <br />w/ SLOTTED HOLES <br />SLAB ON GRADE <br />. (SEE PLAN) <br />± 0'-0" OIL <br />TOP OF 1 <br />SLAB <br />x-x" x x-xTx-a-x x-x-x-x-x-x-x-x-x-x-� x- <br />}p V" x 8" x 1'-0" w/ (4) <br />3YV 0 x 6" HEADED <br />STUDS AND L l x 1 x YS" <br />(WELDED) <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINFJ <br />�— EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DUGS. <br />FOR STEP, SLOPE 4 REINFJ <br />G %—X x G X—X—X•4—X X�X—X—%—X—X <br />O d d <br />4 <br />BAR JOIST <br />w/MC10x5.4 <br />(SEE PLAN) <br />CONCRETE CAP <br />12'-4 1/2" <br />TOP OF STL4F <br />JST. BRG. <br />12'-0" <br />BOT. OF <br />TIE BEAM <br />GROUT CELLS <br />SOLID (TYP.) <br />SEE FTG. SCHEDULE <br />FOR SIZE AMC) REINF_ <br />(TYP.) <br />AI <br />®® <br />4", 16 GA. TSC TRACK <br />w/ (2)Y4' 0 x 13/4" MIN. EMBED. <br />TAPCONS 6 16" oz. (TYP.) <br />(1) K.O. BLOCK <br />COURSE w/ (1) <br />'S CONT. <br />lro'-8" il" <br />TOP OF <br />MASONRY <br />(2) K.O. BLOCK <br />COURSE TIE -BEAM <br />(SEE PLAN FOR REINFJ <br />METAL ROOF DECK <br />(SEE PLAN) <br />r-- 6", 16 GA. TSC TRACK <br />13'-6 1/2" <br />TOP OF <br />PARAPET <br />--------- 12'--1" <br />TOP OF JST. <br />x <br />DECK BRG. <br />�L5x3xY4"xCONT. (LLV) <br />ATTACHED TO EA. STUD <br />i►� + + w/ (3) 0.111" 0 F.D.F. <br />4", 18 GA. DIAGONAL <br />CSJ STUDS AT 16" oz. <br />(TYP.) <br />6", 16 GA. TSC TRACK <br />w/ (3) Y4" 0 x 13/4" MIN. EMBED. <br />TAPCONS w 16 " oz. (TYP.) <br />8" CMU WALL <br />(SEE PLAN FOR VERT, <br />AND HORIZ. REINF.) <br />EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE 4 REINFJ <br />METAL STUDS FRAMING NOTES <br />1. COORDINATE ALL DIMENSIONS, SOFFIT HEIGHTS AND <br />SECTIONS w/ ARCH. DWGS_ <br />2. CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR <br />ALL METAL STUDS FRAMING TO PROVIDE PROPER <br />ALIGNMENT. CLIP ANGLES USED SHALL MATCH OR <br />EXCEED THE METAL STUD GAUGE. <br />3. METAL STUDS, METAL TRUSSES AND CLIP ANGLES <br />SHALL BE CONNECTED TO STRUCTURAL STEEL <br />MEMBERS w/ (3) 0.111" 0 (MIN.) POWER DRIVEN <br />FASTENERS. <br />4. METAL STUDS SHALL BE CONNECTED TO MASONRY <br />w/ 14 GA. CLIP ANGLES w/ (2) Y4" 0 (MIN.) TAPCONS. <br />5. METAL STUDS TO METAL STUDS CONNECTIONS SHALL <br />BE PROVIDED w/ MINIMUM (4) No. 12-14 SCREWS. <br />6. REFER TO ARCH. DWGS. FOR SHEATHING. SHEATHING <br />SHALL BE CONNECTED TO METAL STUDS w/ No. 12-14 <br />SCREWS SPACED AT 6" oz. (MIN.). <br />i. STUD SIZES, GAUGES AND CONNECTIONS SHOWN ARE <br />MINIMUM REQUIREMENTS. A SPECIALTY DELEGATE <br />ENGINEER SHALL REVIEW ALL METAL STUDS FRAMING <br />COMPONENTS AND INCREASE AS NEEDED. <br />i <br />