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11-354-007A 104 CODED NOTES- (DBBL 6' DP, 16 GA BEAM WITH fff=�� D5L 14" DP, 16 GA BEAM WITH �49ft *j*o oo* oo** 064,69 O t • : 000 w 5/8n, 18 GA TRACK TOP 4 5/611 IS GA TRACK TOP t BOTTOM. 4, 4. • 0 BOTTOM Lj\- #12 SCREW (PROVIDE 14 GA WEB STIFFENER AT @ 12"c/c ALL BEAM BEARING POINTS. 3 6/8", 20 GA STUD 0 Iv ac (TYP) VBL 15' OP, 16 . GA BEAM WIT14 INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) z 0 METAL SCREWS, 5 5/5", 15 GA TRACK TOP 4 Z#12�R� *a* TYP (SEE J/A05.1) BOTTOM #12 SCREW 0 got OU4 woo METAL SCREWS, @ 12'c/c 12"c/c, TYP z TYP (SEE J/A06.1) r - - - - - - - - - - 20 GA CONT. TRACK (2)-#12 SCREWS D5L 10" DP, 16 GA BEAM WITH 3 5/5", 15 GA T RACK Tor 4 BOTTOM #12 SCREW BUILT-UP BOX COLUMN D5L 3 5/6' DP, 115 GA STUDS WITH 3 5/6"1 15 iii go 0 & g god, • **Go U U9696 r 0900 0 (TYP) 0 12" O.C. 0 12'c/c GA TRACK, EA SIDE. ATTACH BOX z 0, COLUMN TO BEAM PER DETAIL C/A02.4, UNLESS NOTED. #12 SCREW D -up BEAMS 'CONT 16 GA TRACK W/ D5L 12" DP, 16 GA BEAM WITH 3 5/8", 18 GA TRACK TOP -rlr,r X12 SCREW 12"c/c, TYP - - - - - - - - - - - - - SEE PLAN FOR -#12 SCREW IN (1) BOTTOM. (PROVIDE 14 GA NEEI @ 121C/C SEE LLJ EACH FLANGE OF EACH STIFFENER AT ALL BEAM PLAN 4 y (= HORIZ STUD BEARING POINTS. INSTALL PER SECTIONS FOR (, MANUFACTURER'S tH-4 BUILT-UP BOX Uj ­;. SEE PLAN FOR SIZE RECOMMENDATIONS.) BEAM U) 0 .. 15 GA TOP TRACK 16 GA. PLATE (TRACK DEPTH SHALL MATC14 STUD DEPTH). CO LU ca cc CODED NOTES N.T.S. H J Lu 0 SEE ARCH DWGS FOR EACH SIDE WITH WALL FRAMING (8)-#10 PAN HEAD SCREWS, STOP FULL LENGTH CL U) TRACKS OF BUILT -UP x COLUMN SHORT OF TOP Lij G TYP TRACK .0 10 PASS-THRU SECTION m FOR SPANS LESS THAN 151-01 4 FOR UP TO 25 FT SPAN L0 to CABINET SECTION U') 3 5/5" OR 6' DEEP STUDS AS REQUIRED BY OTHER < (0 SECTIONS AND DETAILS Fi L L U) C) C11) E w- 0 co E LIGHTGAGE BOX BEAM TO COLUMN CONNECTION (TYP, Lh .0 U) a (6, 5 MIS V UNLESS NOTED) - COCO -0 C:) E C:) Or) r 0 w T_ 0 o < 0 12 Eno pt!Nz .§E-gN FOR SPANS LESS THAN IV-0' 0 FOR UP TO 25 FT SPAN O j8 F5 M E 6 g 6 STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN WORT OF BASE 2 _pF • ia TRACK �EzTpf DENIM CABINET SOFFIT FRAMING -AN ib GA SASE TRACK IRAN HEAD k2 O= wFja 6 210 i tge;� 'n, (TRACK DEPTH /-(2)-*8 SCREWS EAC14 SIDE i i WE T, p 110 �1 R, i I R i SHALL MATCH STUD DEPTH). C14 0 Di FOR 51-A LESS THAN 121'-0' FOR SEE ARCH DRAWINGS FOR STANDARD FRAMING NOT SHOWN G TYP N 0 Ur 0 25 FT SPAN 0 4PLIGHTGAGE j 30Y COLUMN ESLASE ONNECTION (TYP, UNLC E55 NOTED) (4)-#12 CONCRETE SCREWS TYPICAL DENIM PASS-THRU DENIM CABINET N.T.S. PASS-THRU T.S. G LIGHTGAGE BOX COLUMN DETAIL I 42SS031C ZIN LU 0 — — — — NOTE: DRAWINGS WITH THIS STAMP — — — — — — — — — — — — — — L:i p 0 0 0 < fr- i i I HAVE. BEEN REDUCED IN SIZE FROM - - - - - - - - - - - 2'X2'X0'_0 LG, 16 GA FRAMING CLIP < w IL < �4 Li Uzw OUR STANDARD 30 x 42" PAPER. BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WIT14 MALL 5CREW5 EA LEG CL 0-04C i i I THESE DRAWINGS ARE NOT TO SCALE I MANAGEMENT TWAT ATTACHMENT SHOWN IS ACCEPTABLE. (D a) CENTER DIAGONAL CONTINUOUS TRACK AL OVER VERTICAL (GAGE TO MATCH Uj Lj © Ln co z 0) — - - - - - - - - - - - - - - - — WALL STUD, EXCEPT STUD 110 0) z CONNECTION AT USE 20 GAGE MIN AT DIAGONAL, TRACK) 0 0 EXIST JOIST CHORD OR BEAM FLG 5 ATTACH (D EXIST STL EX15T MTL DECK OR Comp EXIST BEAM (0-11112 SCREWS AT EACH EXIST MTL DECK OR COMP CONC SLAB ATTACH TRACK TO 0 W/(B)-#12 SCREWS CONIC SLAB L/ — - - - - - — EXIST W/(3)-#12 SCREWS 5TL ATTACHMENT z WALL STUD W/(2)-Sb SCREWS V4ALLS V44ERE I - - - - - - - - - - - - - - - - - - - - - - - I 7 EACH SIDE. DIAGONAL 15 z V_ 0 Cn 4 Lj TYP - - - - - - - - - - - — — — — — — — — — — - - - - - - - - ATTACHED TO TOP OF Cn ca > _j _z_ 1 WALL I— .- Uj a. 0 0 DIAL BRACE CONNECT TO LL_ z w 0 < z EXISTING a. (n =) z m CL F T EXIST JOIST DIAG BRACE STRUCTURE PER 4 DETAIL D/A02 . V) Z x Uj � Lj C-5 0 a-- -w TYPICAL MEN'SMOMEN'S PA51-57-TPRILI I MAX CHORD OR BEAM CONTINUOUS 0 0 4K 0 (n o r,-. a. 0 0 w cn Lu 2 FLG 2 I1­­g Ln cn V) V) 0 uj DUG BRACE REVISIONS: SEE ARCH DRAWINGS FOR STANDARD FRAMING NOT SHOWN 5 V1 A-A I MAX REQUIRED 2Y: DATE !�l VIEW 5-5 VIEW C:_C 04/0111_1 NOTE. FOR DOUBLE STUD -i -Ty Of SC )U-TIA DIAGONALS, 'SECOND" STUD SHALL END AS CLOSE AS CONTACT 5TRUCTURAL ENGINEER FOR DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR REVISED DETAILS IF J015T OR BEAM EXIST BAR JOISTS OR STEEL STEEL BEAMS 0 66'-0" EXIST BAR JOISTS Oft BEAMS O.C. MAX SPACING EXCEEDS W-O". , 6F-pl'. BUILOINk�' P055115LE TO END CONNECTION, TOP 45OTTOM. STEEL BEAMS 0 W-10' O.C. MAX D #►2 SCREWS (TYP) (2) 2x2x0'-5", 12 GA CONTINUOUS TRACK (GAGE TO MATCH WALL STUD, EXCEPT USE PASS -THRU N.T.S. p FRAMING CLIPS I PO\)[D By: VIEWS A-A 4 20 GAGE MIN TRACK) A #12 SCREWS, TYP - (048 SCREW AT EACH VERT INMATES W REVISION TO THIS S4117 - - STUD FLANGE SEE VIEW B-B FOR CONNECTION X to m (4)-*5 5GRE1045 0 S H R E M S H O C K A n, DIAGONAL I Shremshock Architects, Inc. BRACING I WALL OR Gerald S. Shmmshock, Architect DIAGONAL BRACING STOREFRONT STUD, 6130 S. Sunbury Md. Westerville, OH 43091 546 4550: f: 614 645 4555 DIAGONAL PARALLEL TO SEE VIEW 5-5 FOR CONNECTION EXIST BAR JOISTS OR C DIAGONAL BRACING OPTIONS 2"&'0- G, 12 GA EXISTING STEEL BEAMS ro x J015T , - FRAMING CL W/(3)-*12 SCIR G PER DETAIL A/AO2.4 PARTIAL PLAN VIEW DIAGONALS PARALLEL TO U) ri-L * t " 20 GA. DIAGONAL BRACE OPTIONS: FA LEG EXIST BAR JOISTS OR EEL5F_AM5 D DIAGONAL LENGTH- DIAGONAL LENGTH- OI CONTINUOUS UP-1-0 _141-10" SINGLE 5 5/5', 14'-I'-TO 20�01 DBL 3 5/8', 20 GA. STUDS WIT14 I ;, 4 All METAL SCREWS, 20 GA. DIAGONAL TYP (SEE J/AO8.1) BODED NOTES: SEE VIEW 5-5 FOR V, 16 GA MTL 5-ruo wiTp w, IG GA DEEP LEG"' CONNECTION ALIESNA19 EX15TING 5TRUCIUSE 121EQN-AL BRACING ATTACHMENT TO 12ILCIONAL-PERPENDICULAR 1 5/5 I 5/15' WIDE FLANGES 1 5/5" - I - - - - - - - - - - - - TRACK. PARI16L PLAN DIAGONALS, VIEW PERPENDICULAR TO TO JOIST VI r::V4 A-A #6 SCREWS @ "c/c Y10d 5-5 DATE ISSUED: 02/18/11 DESIGNED BY: MB . . .. . .. EXIST BAR JOISTS OR STEEI­ DELIS DRAWN BY: MD? SPACING OF DIAGONAL BRACING INTERIOR PARTITIONS - 72" O.C. MAX CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 20-0". SEE PL 5EE PLAN FOR 3 5/611 20 GA STUD FOR SIZE #12 SCREWS @ 6" O.C. MAX AND 2' FROM EACH END CHECKED BY: KMM @ 1166111cle, TYP UNLESS NOTED 2 x 2 x 16 GA x 66" LG FRAMING CLIP, ONE STOREFRONT FRAMING - SEE STOREFRONT DNG5. EXTERIOR WALLS N/A FRAMING 51DE OF DIAG, W/(3)-612 SCREWS EACH LEG. DETAILS TYPICAL PASS-T�RU SECTION (UNLESS NOTED) DIAGONAL BRACING ATTACHMENT TO EXISTING BAR JOISTS OR STEEL BE AMS SEISMIC DESIGN CATEGORIES A & B DRAWING NUMBER: N.T.S. A02m4 PASS-THRU SECTION N TYPICAL PICAL DIAGONAL BRACE CONNECTION D TYPICAL DIAGONAL BRACING 102S-A0240—o-suc . 028.4D0-1jjC1 - A#2 . A . A 104