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METAL ROOF DECK. REFER TO
<br />PLAN. REFER TO METAL STUD ROOFING. ROOFING.
<br />FASTENING NOTES ON SHEET 53.1 REFER TO ARCH, REFER t0 ARCH,
<br />FOR CONNECTIONS TO METAL METAL ROOF DECK. REFER TO
<br />STUD FRAMING/MASONi Y i TALL. CONT, L2" x 2" x 16 GA, PLAN. REFER TO METAL STUD
<br />w/ (2) *10 TEK SCREWS FASTENING NOTES ON SHEET $3.1
<br />CAP/1=LASHING. REFER EA. LEG AT EA. STUD. FOR CONNECTIONS TO METAL
<br />TO ARCH. (TYP.) STUD FRAMING/MASONRY WALL.. PARAPET CAP/FLASHING.
<br />(1) COURSE K.O. 20'-fI)° ROOFING, REFER TO ARCH. (TYP.)
<br />BLOCK w/ (1) 45 CONY. TOP/MASONRY REFER t0 ARCH. __ -_(1) COURSE K.O. BLOCK -(a" &
<br />CONT. L3" x 3" x 3/16°i— •
<br />TOP/MASONRY w/ (1) "5 CONT. TOP/MASONRY
<br />I WELD TO EA. JOIST. x WALL S EAT INC. RE ER O ARCH. CONIT, L3" x 3" x 3/16"
<br />METAL ROOF DECK. PARAPET VERT. REINF. 90° STD. ACI HOOK (TYP) UN.D, WELD TO EA. JOIST.
<br />REFER TO PLAN. REFER TO PLAN, (2) COURSE (1) CONT. 3 5/6", IS GA, TRACK METAL ROOF DECK.
<br />COURSE KO. REFER TO PLAN.
<br />I I BLOCK w/ (1) 05 PARAPET VERT. REINF_
<br />-- IS'-0" CONT. EA. COURSE REFER TO PLAN.
<br />(TYP.)
<br />JOIST BEARING & 6
<br />// • CONT. L2" x 2" x 16 GA. wl TF I JOIST BEARINGS
<br />90° STD, ACI HOOK I q METAL ROOF DECK. S4.4 (2) *10 TEK SCREW EA. LEG AT EA. I I I
<br />(4) *10 TEK SCREWS (TYP.) REFER TO PLAN. I I STUD AND 1/4"411 3/4" TAPCON
<br />-. .. � I SCREWS AT 12'O.C, MAX. AT I
<br />I I MASONRY WALL_
<br />(2) COURSE (1) COURSE K.O. -
<br />I I BLOCK w/ (1) +�5 CONT. EA. COURSE w• 3 5/8", IS GA. METAL STUD \ (2) COURSE (1)
<br />5 I I FRAMING At 16" D.C, MAX. COURSE K.O.
<br />!I s
<br />S4.4 I I 3 5/6", 18 GA. METAL STUDS _ - - - - - - (TYP.)UN.O.
<br />------------------ � � I I 5 GBO�T. EA. COURSE
<br />AT 16" O.C. MAX. (TYP.) U.N.O. (4) *10 TEK SCREWS (TYP.) S4.4
<br />BRIDGING.
<br />STEEL ROOF
<br />i PRE-ENGINEERED ALUMINUM REFER TO PLAN.
<br />JOIST. REFER TO x , x " K STEEL ROOF
<br />PLAN. COMPOSITE PANEL AND (2) COURSE K.O. x 15'-2 1/2" OL JOIST. REFER TO
<br />CONNECTIONS BY DELEGATE BLOCK w/ (1) S CONT. BOTT✓MTL. STUD PLAN.
<br />I SPECIALTY ENGINEER EA, COURSE (TYP.) 14 GA. CLIP (COOR'D. w/ ARCH.)
<br />3 5/8", IS GA, HORIZONTAL ANGLE HORfZ, JOINT REINF,
<br />METAL STUD BRACES AT STEEL ROOF JOIST. LOCATED AT CONT.* 2" x 2" x 16 GA. AT iro" O.G. MAX. PRE-ENGINEERED
<br />I I 46" O.C. MAX. VERT. (TYP.) REFER TO PLAN. EA. STUD w/ l2) 10 TEK SCREWS MASONRY WALL. ALUMINUM COMPOSITE
<br />VERT. REINF. I WALL SHEATHING. MASONRY WALL. EA. LEG At EA, STUD, REFER Y PLAN. PANEL AND CONNECTIONS
<br />REFER TO PLAN REFER TO ARCH. (TYP.) U.N.O. REFER TO PLAN. CONT. 3 5/8", 18 GA_ METAL VERT. REINF. BY DELEGATE SPECIALTY
<br />VERT. REINF. TRACK (TYP.) U.N.O. REFER TO PLAN ENGINEER.
<br />3 5/6", 16 GA. DIAGONAL METAL REFER TO PLAN.
<br />STUD BRACES AT lro" O.C. MAX.
<br />(HORIZ. JOINT REINF.
<br />(TYP. WHERE SHOWN)
<br />AT 16" O.C. MAX.
<br />2 SECTION 3 SECTION
<br />BOTT./METAL STUD O 3-ALE: 3/4" = 1'-0" (REFER TO ARCH SECTION 2/Aro) SCALE- 3/4" = 1'-0" (REFER TO ARCH SECTION 1/46c)
<br />HORIZ. JOINT REINF. (COOR'D. w/ ARCH.)
<br />AT 16" O.C. MAX. PARAPET CAP/FLASHING.
<br />GONT. L2" x 2" x fro GA. REFER TO ARCH. (TYP.)
<br />w/ (2) *10 TEK SCREWS 20-'-0" n -
<br />EA. LEG AT EA. STUD. TOP/MASONRY PARAPET CAP/FLASHING. REFER
<br />(1) COURSE K.O. TO ARCH. (TYP,)
<br />BLOCK w/ (1) 05 6 PARAPET VERT. REINF. "
<br />GONT, S4.4 REFER TO PLAN. ROOF-ING. O ARCH. CONT, 3 5/8 , IS GA. TRACK
<br />BOTT./PRECAST LINTEL METAL ROOF DECK 14 GA. CLIP ANGLE
<br />i (COOR'D. w/ WINDOW MFR-) REFER TO PLAN. (2) COURSE (1) AT EA. STUD
<br />PRECAST CONC. LINTEL w/ COURSE K D,
<br />(1) *5 CONT. GROUTED CONT. 3 5/8", 18 GA. METAL BLOCK w/ (1) 45
<br />SOLID. REFER TO 4/54.2ONT, EA. COURSE TOP/MTL. STUD
<br />TRACK (TYP.) U.N.O.UO— — — — — — — — — — 15 L4" x 3" x i/4" (L.L,V,)
<br />AND 5/64.2,
<br />90° STD. ACI HOOK I I METAL ROOF DECK. S4.4 METAL ROOF DECK. WELD TO EA. HSS
<br />CONT. L4"x4"A/4" REFER TO PLAN. 16'-10 1/2" REFER TO PLAN.
<br />— — — — — — — — — — DECK BRG. CONT. 3 FP/5", 18 GA. I I
<br />--- ----TRACK
<br />(ll COURSE K.O.
<br />--------------------------------------------------xl I
<br />BLOCK w/(1)*5------------------------- — — — — — — — — — — — —
<br />GROUTED SOLID. l2) COURSE (1) CONT. L4"x4"xi/4° _ r i = " — — — JOIST BR G, I I
<br />REFERTO6/54.2. GouRSEK.o. —-----------—=-------- —=----------- I I I I
<br />BLOCK W/ (1)'S I I I J
<br />MASONRY WALL. CONT. EA. COURSE
<br />90' STD,ACI HOOK
<br />REFER TO PLAN. BRIDGING.
<br />REFER TO PLAN. r �
<br />_.. ---- -.--............................- ...-. ---- .... .._...- ..... - - - ----- - - - - - - -
<br />n 1/2 11
<br />_STEEL .ROOF:JOISl"; BO .. D
<br />REFER t0 PLAN. ICOOR'D. w/ ARCH.)
<br />STEEL ROOF JOIST, (4) *10 TEK
<br />MASONRY WALL.
<br />REFER TO PLAN. CONT. L3" x 3" x 1/4" SCREWS (TYP.)
<br />REFER TO PLAN. WELDED t0 JOlet TOP 3 5/8", IS GA. METAL STUD
<br />BRIDGING. CHORD FRAMING AT 16" O.C. MAX.
<br />HORIZ. JOINT REINF. REFER t0 PLAN. H55 2 1/2" x 2 1/2" x 1/4" AT (tYPJ UN.O.
<br />AT 16" o,C. MAX. 4'-0" O.C. MAX. CONT. L2" x 2" x 16 GA,
<br />w/ (2) *10 TEK SCREWS
<br />PRECAST CONC. LINTEL w/ VERT. REINF. STEEL BEAM. EACH LEG AT EA. STUD.
<br />(l) *5 CUNT. GROUTED REFER TO PLAN. REFER TO PLAN (TYP,)
<br />SOLID. 'REFER TO 4/54.2 Jam- 90" STD. ACI HOOK PRE-ENGINEERED
<br />AND 5/542. ALUMINUM COMPOSITE
<br />BOTT✓LINTEL BEAM PANEL AND CONNECTIONS
<br />STOREFRONT (BY OTHERS)--- --** (COOR'D. w/ WINDOW MFR.) BY DELEGATE SPECIALTY
<br />5ECTION Q SECTION
<br />SALE:- TOrc : 3/4" a P-0" (REFER ARCH SECTION I/Ab) SCALE: 3/4" = 1'-0" (REFER TO ARCH SECTION/ 6a
<br />METAL STUD FASTENING NOTE: GENERAL NOTES:
<br />(UNLESS NOTED OTHERWISE) 1. COORDINATE ALL DIMENSIONS/ELEVATIONS WITH ARCHITECTURAL
<br />I. REFER O PLAN, DETAILS, AND WALL SECTIONS FOR MINIMUM STUD SIZE. DRAWINGS.
<br />2, MINIMUM CLIP ANGLE TO BE AS FO 2. COORDINATE WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL
<br />3 50' STUDS is L2" x 2" x 14 GA. x 0'-3 /S' DRAWINGS.
<br />roll STUDS L2" x 2" x 14 GA. x 0'-5 31 '
<br />8" STUDS 1-2" x 2" x 14 GA, x 0'-1 3/4" 3. THE LIGHT GAGE METAL STUD FRAMING (SIZES, CONFIGURATIONS,
<br />DETAILS AND CONNECTIONS) SHOWN ON THE DRAWINGS ARE MINIMUM
<br />3. METAL STUDS AND/OR CLiP ANGLE5 SHALL BE CONNECTED TO METAL STUDS WITH. SIZES AND QUANTITIES TO BE UTILIZED AND ARE FOR ESTIMATING
<br />(4) *10 TEK, SCRELLIS AT 3 50" STUDS PURPOSES, ALL METAL STUD FRAMING SHALL BE VERIFIED BY THE
<br />(5) *10 TEK. SCREWS AT 6" STUDS DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED-
<br />REFERTO STRUCTURAL NOTES SHEET FOR ADDITIONAL INFORMATION.
<br />4. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL WITH
<br />(3) 0.145"0 RAMSET PDF's.
<br />5. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO CONCRETE AN
<br />MASONRY w/ (2) /4"0 x 1 3/4" TAPCON SCREWS. NOTE: AT 6" AND 8" STUDS USE (3)
<br />TAPCON SCREWS
<br />6. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH
<br />(2) 0.145"0 RAMSET PDF'S. AT 16" O.C. MAXIMUM.
<br />-1. CONTINUOUS METAL STUD TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY
<br />WITH (1) 1/4"0 x 1 3/4" TAPCON SCREWS AT 16" O.C. MAXIMUM.
<br />6. CONNECT WALL SHEATHING TO METAL "STUDS WITH *10 TEK SCREWS AT ro" O.C, At PANEL
<br />EDGES AND AT 12" O.G. AT INTERIOR SUPPORTS.
<br />9. FASTEN METAL TRACK TO EACH METAL STUD WITH (1 *i2 TEK SCRE EA. LEG EA_ STUD.
<br />10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS
<br />SD PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE
<br />STUD GAGE. SEE FASTENINGS REQUIREMENTS ABOVE.
<br />11, STUD SIZES TO BE VERIFIED BY SPECIALTY ENGINEER AND INCREASED AS REQUIRED.
<br />12. F STEN METAL ROOT` DECK O METAL STUDS, TRACKS, ANGLES w/ 2 EK SCREWS AT Co"
<br />O.C. MAX. EDGES AND FIELD. FASTEN TO MA50NRY WALLS/COLUMNS w/ 1/4"Oxi 3/4" TAPCON
<br />SCREWS AT 6" O.C. MAX. (3" EDGE DISTANCE). REFER TO SHEET $2.2 FOR CONNECTION TO
<br />M TA" 51 SUE) F45TENING NOTE5
<br />eCALE: NOT TO 2CALE
<br />REVISIONS
<br />!i BY
<br />REV. d - 1/25/11
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<br />Date: 12, 15. 10
<br />Scale: AS NOTED
<br />Project Mgr; GM
<br />Drawn: -
<br />Job: 09-45
<br />Sheet
<br />S3.1
<br />
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