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Home My WebLink AboutS03.01 Structural Constr DetailsNEENEEMEN STANDARD CEILING HANGER WIRE @ 4B' do (PROVIDE DIAGONAL WIRES AS RVVD FOR STANDARD DRYWALL CEILING CONSTRUCTION). EXTEND TO STRUCTURE ABOVE (TOP CHORD OF JOISTS OR STEEL BEAMS) AND WRAP WIRE WITH MINIMUM OF 3 TIGHT TURNS. MAX LOAD PER WIRE • 90 LBS ALLOWABLE LOAD CONTINUOUS 3 5/8", 20 GA MTL STUD DRILL HOLE AT MID -DEPTH OF STUD FOR CEILING WIRE ----- --ATTACHMENT, TYP --- SEE ARCHITECTURAL DRAWINGS FOR LIGHT GAGE SEE ARCHITECTURAL FRAMING DRAWINGS FOR LIGHT GAGE FRAMING - STANDARD CEILING HANGER WIRE @ 24' O.C. EMEND TO STRUCTURE ABOVE (TOP CHORD OF JOISTS OR STEEL I BEAMS) AND WRAP WIRE WITH I MINIMUM OF 3 TIGHT TURNS. MAX LOAD PER WIRE • 90 LBS ALLOWABLE LOAD. I I - #8 SCREW, TIP SUSPENDED FRAMING DETAILS 1 1/2" T-D" S 11.11.16 OODa08�00DiTL MTL STUD FRAMING, TYP. SEE WALL NOTE, BRIDGING 15 NOT REQUIRED IF LEGEND ON ARCH DRAWING5, 4 DETAIL Imo' SHEATHING IS ATTACHED TO BOTH N/501.01 FOR STUD MATRIX FACES OF THE STUD. (SHEATHING INCLUDES, BUT 15 NOT LIMITED TO, GYP50M BOARD, PLYWOOD, CEMENT 2° x 2' x 16 GA CHANNEL CLIP BOARD, ETC.) ANGLE 1/4" LESS THAN STUD WIDTH, TYP. - ATTACH AT EVERY STUD WITH (4) #8 SCREWS AT LOCATIONS WHERE VERTICAL i STUD SPACING 15 TIGHT, (MIAKING INSTALLATION OF ANGLES DIFFICDLT + �i AFTER STUDS ARE IN PLACE), ATTACH ANGLES TO STUDS BEFORE i INSTALLING STUDS. 'k 1 1/2' WIDE x 1/2' DP x 16 GA - COLD -ROLLED CHANNEL - LOCATE AT 4'-0' O.C. MAX - VERTICALLY 3 5/8" DIAiS SEE DETAIL 2'x2'a 12 GA x FULL BENT FRAMING CJO W/ #10 SCREWS @ O.C. EA. LEG V III �ij' IB TRACK HEADER CONNECTION 11v2"-1-0"TV C UMN CONNECTIONS #12 SCREWS AT 12' O.C. STAGGERED (EACH LINE SPACED AT 24' O.C.) IN METAL DECK OR 0.157' DIA PAF (3/4' EMBED) AT 12' O.C. SEE ADJACENT STAGGERED IN CONCRETE SLAB E. (W/ OR W/o METAL DECK) DO NOT ATTACH 3 3/Ib" 4 IIA6' 3/4' 314' SHEATHING TO MAX MAX MAX MAX - - - TRACK I DEFL GAP I' DEFL. GAP SEE SCHEDULES FOR f FINISHES AND STUD SIZES INSTALL 5LIP TRACK AND FIRE -SATING - - MATERIALS PER SECTION OF RUNNER TRACK MANUFACTURER'S FOR ATTACHMENT OF RECOMMENDATION5 TO HEADER TO FULL HT STUD ACHIEVE ONE HOUR FIRE - BRIDGING SEE RATING R/SD3.D1 (NON•RATEDI IONS HOUR !E!•RATED11 #8 SCREW (TYP) e NOTE: CONSTRUCT WALL PER UL ASSEMBLY REQUIREMENTS SHOWN DEEP LEG MAX WALL ON ARCHITECTURAL DRAWINGS. 2' DEFLECT TRACK 33 MIL 16'-II' 43 MIL 20'-7' 64 MIL 55'-0' ION HEIGHT 11/2'x I I&x 16 LONG W/(2)-#10 R LEG (TYP, TOP 4 !CLIP x 3 5/8' D SCREWS EACH BEAM) FULL LENGTH TRACKS OF 5UILT-UP BEAM OF CONNECTION TRACK 16 GATM W/ #10 PANCAKE HEAD SCREWS EACH FLANGE AT O.C. AND (2) ROWS OF SCREWS AT 2' O.C. INTO POST (TRACK LENGTH TCH BEAM DEPTH) STOP FULL LENGTH TRACKS BUILT-UP COLUMN SHORT OF BASE TRACK (4)-3A6'0 CONCRETE SCREWS RUNNER TRACK KING STUDS I I... I.I.. I A VIEW A -A BRIDGING DETAIL N T $ R DEFLECTION TRACK - 3"°1'-D" L LIGHTGAGE LINTEL DETAIL 0008001Ro0DETL (T,,,,,,n DESIGN CATEGORIES A, B, & C OOD8081L100DETL NOTE: IF REQUIRED BY LANDLORD, USE 3/4' CEMENT BONDED PARTICAL BOARD IN PLACE OF PLYWOOD. WATER HEATER uVGALV DRIP PAN (SEE ' - FLUM51NG DWI II II SEE ARCH DWGS + + FOR ELEVATION + DRYWALL + + + I I: OUTSIDE EDGE JOIST TO I I I' III ON JACK DEMO I I I I I I' I' 6'x 1 I/4', 16 GA I I STRUCTURAL TRACK .II II III. ' L I 16 I I (2)-#8 SCREW$ I AT EACH J015T JACK STUD N1 SECTION (2)-#8 SCREWS 1"-T-O• AT EACH JOIST 3 5/8', MTL STUD EWE TRACK,SEE SECTION FRAMING, TYP ABOVE FOR SIZE AND GAGE 3/4' THK. FRT PLYWOOD, CONNECT TO 2'-b' MAX SUPPORTS W/#5 SCREWS @ 6" c/c AROUND SEE ARCH PERIMETER OF DECK. OUTSIDE EDGE J015T TO 6' JOISTS ARE TO BE 20 I BEAR ON JACK STUD GA STRUCTURAL STUDS 1 II NI 1 � w .N 6"x 1 5/8", CONNECT PLYWOOD DECKING TO .� 20 GA. JOIST. SUPPORTS w/#0 SCREWS @ 8' c/c AROUND PERIMETER OF DECK, AT PANEL EDGES AND AT INTERIOR SUPPORTS. 6'x 1 5/80, 20 GA. OUTSIDE EWE JOIST 6"x 1 5/8', 20 EDO L2x2x16GAx5" LONG CLIP u✓ JOIST \el Au 1new (3) #12 SCREWS FA LEG RELEASED FOR CONSTRUCTION - -----------------\ I I I I BEFO 1 I MAN SST JOIST FL � B ATTACH OI TO EXIST 5TL CONNECTION EXI57 BEAM EXIST MTL DECK OR AT OI W/(3)-#12 SCREWS COMP CONC SLAB / ATTACH TO MST 5TL I I •- - -- --_— I ------------ — .DIAL BRACE i ��1EXI - --/ 2 I T JOIST I MAX CHORD OR BEAM FLG 2 DIAG BRACE SVIEW A —A VIEW 5—B CONTACT STRUCTURAL ENGINEER FOR DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR REVISED DETAILS IF JOIST OR BEAM EXIST BAR JOISTS OR STEEL STEEL BEAMS @ V-0" EXIST BAR JOISTS OR SPACING EXCEEDS 6'-0'. BEAMS O.C. MAX STEEL BEAMS @ 0-0' O.C. MAX A I 1 SEE VIEW B-B FOR ZT ACONNECTION II n E1�— I DIAGONAL PARALLEL TO SEE VIEW B-B FOR EXIST BAR J015T5 OR CONNECTION STEEL BEAMS PARTIAL PLAN VIEW E DIAGONALS PARALLEL TO EXIST BAR JOISTS OR STEEL BEAMS - Ol CONTINUOUS CODED NOTES: �. Q b', 16 GA MTL STUD WITH 6", 16 GA DEEP LEG "� SEE VIEW B-B FOR TRACK. CONNECTION PARTIAL PLAN VIEW DIAGONALS PERPENDICULAR TO IXIST BAR JOISTS OR STEEL BEAMS 412 SCREWS @ 6" O.C. MAX AND 2' FROM EACH END O 2 x 2 x. 12 GA x 6' LG FRAMING CLIP, ONE SIDE OF DIAL, W/(3)-#12 SCRB45 EACH LEG. NOSE; SEE STOREFRONT FRAMING PLAN A/502.01 FOR LOCATIONS WHERE BEAM 15 CONTINUOUS ACRO55 TOP OF COLUMN NOTE: SEE CAD NOTES T L/501.01 FOR B REQUIRING W STIFFENERS T BEARING POINTS I I Tr - I SEE P Ji 4 SECTI 5 FOR BOIL UP BOX 5EAM IB TOP TRACK DEPTH SHALL ATCN STUD DEPTH). 18 GA. PLATE EACH SIDE WITH (S PAN HEAD SCREWS STOP FULL LENGTH TRACKS OF BUILT-UP COLUMN SHORT OF TOP TRACK 3 5/5" OR 6' DEEP STUDS AS REWIRED BY OTHER SECTIONS AND DETAILS u uwa i w/ DBE LINTEL, -- — SEE PLAN FOR SIZE 3 5/8' OR 6" DEEP TRACK AS REQUIRED 5Y OTHER SECTIONS AND DETAILS Wh�� Waa xA614III: v == MS 19p0 ^"Nrcam ,MMN+u3Po00.145 C0 Q N Re CO) F— M a n N_ U a Mi 7 � O� I- m (/J L. Z ELL O 00 Z 30 y A N � W v� n N 0 JL N 0ai f/I H- _ _ STANDARD TRACK STOP FULL LENGTH I OF OPENING BUILT-UP COLUMN T OF BASE TRACK G IA\ 3az _ = 1gB; (2)-#8 PAN HEAD E� n l 5� 2 y 2 2 18 GA BASE TRACK SCREWS EACH SIDE S E e W h% R0.1 k Is my (TRACK DEPTH SHALL �' + # ' e k fill 5 4 & e M g JACK STUD MATCH STUD DEPTH).=g6 IBE 05 Y LIGHTGAGE BOX COLUMN 51 z BASE CONNECTION • 'y�e�W�g (TYP, UNLESS NOTED) (4)-3A6 DIA CONCRETE SCREWS N.T.S. 3"=1'-0" �a�a� yaeg gzY ae — G IGHTGAGE BOX COLUMN DETAIL „�pg_ F� go 01 OODS091G000ETL 08 14 OOD8031COOCOLM 10.24.17 yy € Will #Sg�s zekk3 gf_S�gE£ RE INSTALLING ANCHORS, ADD STUD BTWN � N ^ z'k a j 12 CONTRACTOR SMALL VERIFY WITH MALL (3)-#b SCREWS OAG WHEN USING 19 e N E€ g AGEMENT THAT ATTACHMENT MIL TRACK. SEE SHOWN IS ACCEPTABLE, 2'x2'x0'-6' 111 DETAIL BELOW T N M oe 12 GA FRAMING CLIP - o 2'x2W-6' LG, O Y o 12 GA FRAMING CLIP a N M EXIST MTL DECK OR CENTER DIAGONAL W/(3)-#8 SCREWS (6)-#12 SCREWS AT EA LEG rn m a EACH ATTACHMENT COMP CONIC SLAB OVER 1458 BEAM SCREWS CONTINUOUS TRACK � N CENTER DIAGONAL (GAGE TO MATCH ---------- ------ DIAGONAL OVER VERTICAL WALL STUD, EXCEPT qq BRACING TO STUD USE 20 GAGE MIN f L TRACK TO WALL STUD u/(2)-#B SCREWS EACH SIDE WALLS WHERE O DIAGONAL IS A - ATTACHED TO TOP OF \ DIAG 5RACE WALL O O a a CONTINUOUS 2 \\\.. \\\ CONNECT STRUCTTO I PERISTING aw\ \ ` DETAIL E/50:4.01 < 1 MAX L \ .. J in u1 w M VIEW C—G I�'9+ o `�" m CJ I� O O > Be:WDEDi \o AD STUDWHEN IN _J J N #12 SCREWS (TYP) D (2) 2x2xOl-3', 12 GA FRAMING CLIPS i #12 SCREWS, TYP I DIAGONAL NAL DIAGONAL - 51 VIEW D—D EXISTING JOIST D ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING STRUCTURE DIAGONAL PERPENDICULAR TO JOIST Subject to compliance with all regulations DIAGONAL BRACING ATTACHMENT TO EXISTING BAR JOISTS OR STEEL BEAMS of Stale and meal Codes City of Calmed ON SHELF �" _ �'-O" N GORIES A, B & C �s1AT 02.15.16 TYPICAL DIAGONAL BRACE CONNECTION ��v�laL $ D 19 MIL W USING 19 MI m J w TRACK ATTACH W/ (2) #B SCRE'W5 IJ.I \ \ 012'O.L. UU t<M \ \ CONTINUOUS TRACK (GAGE TO z W Q ,N MATCH WALL STUD o w o SEE TYPES BELOW a NOTE. FORSTUD f•- g o W DIAGONSTUD \ CONNECT TRACK TO VERT STUDS � � U w J a SHALL E AS W/(I)-#B SCREW IN EACH FLANGE t- �kw POSSIBLE TO END CONNECTION, OF EACH STUD, EXCEPT INSTALL w 'O Q Q m w ~ Gi z ci H TOP 4 BOTTOM. (2)-#B SCREWS IN EACH FLANGE M J M o c AT VERT STUDS WITH DIAGONALS a W o 10 U H o n (4)-#b SCREWS REVISIONS: WALL OR STOREFRONT STUD. KOURED BY : DATE DIAGONAL BRACING OPTIONS TYPE I TYPE II TYPE= #8 SCREWS 0 Il SINGLE MEMBER DBL MEMBER DBL MEMBER Do/ CONTINUOUS #8 SCREWS @ 12'Wc TRACK TOP 4 BOTTOM w/ SAME T14ICKNE55 AS STUD. SPACING OF DIAGONAL BRACING $ CONTACT STRUCTURAL ENGINEER FOR LENGTHS NON-STRUCTURAL INTERIOR PARTITIONS - 72' O.C. MAX LONGER THAN IB'-0'. STRUCTURAL STOREFRONT FRAMING - 72' O.C. MAX STUD 517E STUD THICKNESS MAXIMUM DIAGONAL TYPE I TYPEIffi 3 5/box 1 1/4" 19 MIL 8'-0' 14'-0 3 5/B'x 1 5/B' 33 MIL 10'-0' 18'-0 DATE ISSUED: 05/31 /2019 DESIGNED BY: XXX DRAWN BY: XXX CHECKED BY: XXX STRUCTURAL CONSTRUCTION DETAILS DATE: 07/16/19 N.T.S. TYPICAL DIAGONAL BRACING OOD8091EOOBRAC E SEISMIC DESIGN CATEGORIES A, B & C G8.14.09 1• T-O" w 00DeoBuuBRAc 02.01. ,..