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a <br />i <br />WALL SECTION <br />101 SCALE: V4" = 1'-0" <br />(1) K.O. BLOCK <br />COURSE w/ (1) *5 <br />CONT. <br />L 3 x 3 xY4" x CONT. <br />4 <br />TYP. 3�62 <br />EXISTING METAL 54G METAL ROOF DECK METAL ROOF DECK <br />ROOF DECK (SEE PLAN) (SEE PLAN) <br />(SEE PLAN) 1 <br />:a <br />NEW BAR <br />JOIST (TYP.) <br />(SEE PLAN) <br />A <br />LE+x4x%11x1'-0"(LLV)-J <br />w/ Y4" STIFFNER fiE <br />w/ (2) 3/4" P SIMPSON TITEN - <br />HD w/ 5Y2" MIN. EMBED <br />(TYP.) <br />V" EXPANSION <br />JOINT MATERIAL <br />SLAB ON GRADE <br />(SEE PLAN) <br />x—x—x.-7x—x—x,—x—x—x—x—x-rx—x—x11 <br />- <br />3 <br />A <br />STANDARD <br />90" ACI HOOK <br />lro'-a" OL <br />TOP OF <br />MASONRY <br />JST. BRCS. OIL <br />MATCH <br />EXISTING <br />8" CMU WALL <br />(SEE PLAN FOR VERT. <br />AND HORIZ. REINF.) <br />r- EXTERIOR CONCRETE WALK <br />(SEE ARCH. 4 CIVIL DWGS. <br />FOR STEP, SLOPE E REINF_) <br />x—x x—x x—x—x—x—x—x—x <br />•° j�/ice �/i:�/ �/ <br />IZI <br />UL <br />Il - O A 4 I <br />Q84a <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 (o" o.c. (MIN.). <br />-1. 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 />