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38135 Market Square (4)
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38135 Market Square (4)
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Last modified
3/24/2025 11:35:05 AM
Creation date
2/25/2025 9:43:44 AM
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Building Plans
Street #
38135
Location
Market Square
Contractor
Wallace Associates
Building Plans - Permit #
11964
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COOR'D. w/ A CH. � I <br />_]CONT, 3 5/8", i8 GA. TRACK <br />14 GA. CLIP ANGLE I F ITOP AND BOTT. <br />AT EA. STUD (TYP.) I <br />CONT. L4" X 3" X 1/4" <br />(L L.V.) WELD t0 EA. ° \\ TOP/METAL STUD <br />JOIST. I I <br />METAL ROOF DECK I I I <br />REFER TO PLAN. I 3 5/5", IS GA. METAL STUD <br />I I FRAMING AT 16" O.C. MAX. <br />STEEL ROOF JOIST. ! I I(TYP.) U.N.O. <br />REFER TO PLAN. I CONT. L2"x2"A6 GA, w/ <br />I 0.145"0 PDF's AT 6" O.C. <br />I MAX. 18'" -0 <br />JOIST BRG. <br />TOP/STEEL <br />CONT. 111 14 GA. x 3" <br />w/ 0.145"0 PDF"s AT <br />I (01, O.C. MAX. <br />I W21x84 STEEL-, — <br />BEAM. REFER I <br />TO PLAN. <br />� I <br />I� <br />L3" X 3" X 3/16" <br />TYP. <br />WELD TO EA. J015T. <br />� — — <br />L6" x 4" x 5/16" x 0'-(v --� <br />(L.L.H.) w/ 1/4" STIFF PIS. <br />LOCATE AT EA. JOIST, <br />1 <br />6„ I 10 i <br />COOR'D. w/ ARCH. <br />� <br />3 5/8", 18 GA!—� <br />METAL STUD <br />FRAMING AT ' <br />16 " O.C. MAX. I <br />(TYP.) U.N.O. <br />NOTCH STUD I <br />AT BEAM TOP <br />FLANGE. I <br />I I 2 1/2 ", 16 GA. METAL STUDS AT <br />I EA. 3 5 /3", 16 GA. METAL STUD. <br />P FASTEN w/ 010 TEK SCREWS At <br />�4" O.C. MAX. <br />II <br />I <br />I <br />SECTION AT W24x,55 <br />0 WALL SECTION <br />SCALE. 3/4" . r-0" (REFER TO ARCH <br />REFER TO 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />ROOFING. <br />REFER TO ARCH. i 4 <br />METAL ROOF DECK - <br />REFER TO PLAN. <br />(TYP.) U.N.O. 2 1/2" JOIST TOP CHORD <br />10 EXTENSION <br />S4.4 14 GA. CLIP ANGLE <br />At EA. STUD. <br />CONT. L4" x 3" x 1/4" - <br />-—(L.L.V.) WELD TO EA. <br />. I JOIST. <br />I STEEL BEAM. <br />t REFER TO <br />PLAN. <br />HSS BEAM (HIGH) - <br />REFER TO PLAN. <br />\�__STEEL ROOF JOIST. <br />REFER TO PLAN, <br />TYP. 2"-1211 <br />CONT. 3 5/81, IS GA. <br />TRACK <br />ch 12'-0" <br />Mv TOP/HSS <br />(COORD. w/ ARCH.) <br />HISS BEAM (MID.) — <br />REFER TO PLAN. <br />HISS BEAM (LOW) — <br />REFER TO PLAN. <br />SLOPE <br />SEE ARC . <br />L14 GA, CLIP <br />ANGLE AT <br />EA. STUD. <br />2"-12" <br />7 <br />CONT, 3 5/8", 18 GA. TRACK <br />TOP/METAL STUD <br />I <br />3 5/8", IS GA. METAL STUD <br />FRAMING AT 16" O.C. MAX. <br />I (TYP.) U.N.O. <br />JOIST/BRG. <br />TOP/STEEL <br />I PRE-ENGINEERED ALUMINUM <br />I COMPOSITE PANEL AND <br />CONNECTIONS BY DELEGATE <br />SPECIALTY ENGINEER <br />15'-2 1/2" n <br />BOTT./METAL STUD <br />' (COOR'D w/ ARCH.) <br />TYP. CONT. L2" x 2" x 16 GA. <br />\ (4) 010 TEK w/ (2) 010 TEK SCREWS <br />SCREWS (TYP.) AT LEG AT EA. STUD. <br />-14 GA. CLIP ANGLE AT EA. <br />STUD. <br />-CONT. L6" X 4" X 5/16" (L.L.H.) <br />t HS:AM <br />METAL ROOFEFER TO <br />PLAN. REFERAL STUD <br />FASTENING NSHEET 53.1 <br />j FOR CONNECMETAL <br />STUD FRAMINYTOP/MD(COOCH.) <br />-3 5/8", 18 GA. DIAGONAL METAL <br />STUD BRACES AT 16" O.C. MAX. <br />-WALL SHEATHING. REFER TO <br />ARCH. (TYP.) U.N.O. <br />- (4) 010 TEK SCREWS (TYP.) <br />S'-1 1/2" <br />BOTTIMETAL STUD <br />(COORD. w/ ARCH.) <br />-CONT. L2" x 2" x 16 GA. <br />(TYP. AT CORNERS) <br />w/ (2) *10 TEK SCREWS <br />EA. LEG AT EA. STUD. <br />-3 5/5", 15 GA. METAL STUDS <br />AT 16" O.C. MAX. (TYP.) U.N.O. <br />-CONT. Lro" x 4" x 5/16" (L.L.H.) <br />WELD t0 HSS BEAM. <br />REFER 10 5/53.1 FOR METAL StUp <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />22' - 8" <br />TOP/EXIST. PARAPET <br />FIELD -VERIFY <br />8 ROOFING. <br />S4.4 REFER TO ARCH. i 4 <br />METAL ROOF DECK <br />REFER TO PLAN. CONt, 3 5/S", IS GA. TRACK <br />(TYP.) U.N.O. 2 1/2" JOIST TOP CHORD <br />10 i EXTENSION 18' - 4" <br />TOP/METAL STUD <br />14 GA. CLIP ANGLE <br />CONT. 1-3" x 3" x 3/16" AT EA, STUD. <br />WELD TO EA. JOIST. CONT. L4" x 3" x 1/4" 3 5/8", 18 GA. METAL STUD <br />— <br />——(L.LV.) WELD TO EA. FRAMING AT 16" O.C. MAX. <br />JOIST. _ - - I (TYP.) UN.O. <br />4A L=Zal <br />I <br />I TOP/STEEL <br />STEEL BEAM. PRE-ENGINEERED ALUMINUM <br />l <br />REFER TO COMPOSITE PANEL AND <br />PLAN. I I / CONNECTIONS BY DELEGATE <br />- I------------- SPECIALTY ENGINEER. <br />t 15'-2 1/2"n <br />L6"x6' x5/16"xl'-0" w/ 1/4" STIFF BOTT./METAL STUD <br />- <br />F_ ATTACH TO EXISTING FULLY (GOOR'D. w/ ARCH.) <br />GROUTED MASONRY w/ (2) 3/4" I 2"-12" TYP. CONT. L2" x 2" x iro GA. <br />HSS BEAM (HIGH) <br />I <br />HILTI HIT HY150 ADHESIVE w/ (2) 010 TEK SCREWS <br />REFER TO PLAN. (4) �10 TEK <br />ANCHORS, 6 3/4" EMBED. EA, LEG AT EA. STUD, <br />SCREWS ITYP.) <br />GROUT EXISTING MASONRY STEEL ROOF JOIST. <br />i <br />SOLID AS REQUIRED. REFER REFER TO PLAN. 14 GA. CLIP ANGLE AT EA. <br />TO 6/54.4. STUD. <br />/ CONT. L6" X 4" X 5/16 " (L L.HJ <br />TYP. 211-12" <br />CONT_ 3 5/8", 18 GA <br />METAL TRACK (TY <br />12'-0„ <br />TOP/HSS <br />(COORD. w/ ARCH.) <br />HSS BEAM (MID.) <br />REFER TO PLAN. <br />HSS BEAM (LOW) <br />REFER TO PLAN, <br />P 09 <br />v BOTT./HSS <br />(COORD. w/ ARCH.) <br />14 GA. CLIP ANGLE <br />AT EA. STUD. <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />D T H5 AM. <br />i <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />PJ <br />FASTENING NOTES ON SHEET 53.1 <br />SLOPE <br />FOR CONNECTIONS TO METAL <br />- SEE ARC <br />STUD FRAMING. <br />VERIFY Is <br />M x . <br />TOf IETAL STUD <br />(COORD. w/ ARCH.) <br />I 14 GA. CLIP I <br />ANGLE At <br />3 5/0", 18 GA. DIAGONAL METAL <br />EA, STUD. <br />STUD BRACES AT 16" O.C. MAX. <br />i I <br />WALL SHEATHING. REFER TO <br />I <br />ARCH. (TYP.) U.N.O. <br />(4) 010 TEK SCREWS (TYP.) <br />Li <br />x <br />9'-1 1/2" n <br />BOTT./METAL STUD <br />(CHORD. w/ ARCH.) <br />CONT. L2" x 2" x 16 GA. <br />(TYP. AT CORNERS) <br />w/ (2) 010 TEK SCREWS <br />EA. LEG AT EA. STUD- <br />3 5/811, 18 GA. METAL STUDS <br />CONT. L6" x 4" x 5/16" (L.L.H.) <br />WELD TO HSS BEAM. <br />1/2" ISOLATION I/2" ISOLATION 1/2" ISOLATION <br />JOINT (TYP.) JOINT JOINT <br />W'Wp.EXTERIOR SLAB. REFER W.W.F. EXTERIOR SLAB. REFER <br />j lY TO ARCH FOR STEP AND <br />TO ARCH FOR STEP AND <br />v SLOPE. I SLOPE. <br />(1) '"5 CONT. TOP <br />(2) 05 CONT. BOTT. <br />4 <br />- <br />4� <br />WALL SECTION <br />SCALE- 3/4" . r-0" (REFER TO ARCH SECTIO I/A&F <br />ly- 3" cLR. <br />�n <br />(1) 05 CONT. TOP <br />(2) 05 CONT. BOTT. <br />REVISIONS <br />BY <br />REV. 4 - 1nr:,in <br />J <br />v <br />r � > <br />m <br />o� <br />o _5 z E <br />W U <br />o <br />G <br />o to ro <br />s` <br />i ¢�ti 3 <br />�x <br />GoC'J <br />N <br />5 co <br />ti <br />ti <br />cq <br />1 <br />vi A <br />�t <br />Fz_ 14 U �' <br />o� <br />U w <br />En <br />�Cw�x <br />21 <br />10 <br />0 <br />o m0 <br />O <br />co Ln <br />U <br />(:D n <br />w (f <br />�P_00 <br />1")Z�� <br />L <br />N <br />� <br />LW zap <br />Z� <br />� 6 <br />U <br />W� d <br />o <br />rn <br />Q'LL_W <br />LLn <br />o <br />z <br />O <br />cn h <br />L <br />o <br />(D <br />r7 � <br />U <br />_z <br />J N C 1�t <br />o U p u') <br />° <br />Ile) <br />CL zr' ° <br />w U •� <br />+- <br />0 <br />V) L �- <br />< L.LI ° <br />r <br />M <br />0 Q L <br />0 ® oa s <br />L — NM C <br />C' ry IV <br />4 <br />J <br />L.L. <br />Date: 12. 15, 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: - <br />Job: 09-45 <br />Sheet <br />S3.4 <br />
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