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HomeMy WebLinkAbout7SEE SHEET S-5 FOR COLUMN SCHEDULE, DESIGN LOADS & GEN. NOTES. o A 28'-0" I w iv z W16X36 W/1'-1" X 3/8" u o PLATE (LINTEL) 0 m B/P (+12'-8" A.F.F h INTE. PROVIDE RIGID f CHORS AT 16" O,C. of �� F OF TS8x2. DENOTES ROWS REQUIRING J.B.=BAR JOIST BEARING DIAGONAL BRIDGING WITH ELEVATION ABOVE BOLTED CONNECTIONS AT FINISHED FLOOR. CHORDS AND MID -SPAN. (LOCATE AT ROW NEAREST TO MID -SPAN OF JOIST) C4 _ q Ln NOTE: PROVIDE RIGID MA 2 ANCHORS AT 16' O.C. VE OFF OF TS8x2. 101 5 z w 0 C 4 0 0 0 Lo ID N 0 3 0 2 DET 4S SIM. 0 FOR FRA LNG T 1 27 24x1 I 81 - 5 5 Z - C .. ROO DETK * 1 1 2" R 2 GA. s EF -6 v AT VER OCK I 1 00# - - - _ - - - 3� r 4 G8N .OK OG5 8.0 C1 OG5 8.0 4 G5N .OK i - Cl •d o 00 N - 27 16 N � II 101 5 z w 0 C 4 0 0 0 Lo ID N 0 3 0 2 DET 4S SIM. 0 FOR FRA LNG T 0 O 1S4 S 7 REVISIONS NOTE: (= G H J K L O PRE-BID SET JOIST &JOIST GIRDER TYP. 42'-0' 42'-0" 4$'-0` 38'-0" '�.-0` SCALE 3/4"=1'-Q71 ISSUE DATE A SINGLE LINE OF BOTTOM CHORD S4 BRIDGING MUST BE PROVIDED NEAR _ THE FIRST BOTTOM CHORD PANEL PD1FTS G31 ,`4` 10" Q POST BID SET FOR UPLIFT DUE TO WIND 1 30'-8" t1'-4" J6'-8 , 6 0 6'-0" 36'-0" 1 6 O 6'-4" - 38'-0" �6�-8",_�11 4 O 6'- " 5'- 1'-8" © ISSUE DATE = 25'-0" DATE DESCRIPTION OE 7-" 2 ROWS (MIN.) TOP CHORD 5'-3"5'-3 2 ROWS (MIN.) 70P CHORD 14 USE BOND EAM LINTELS WITH (2) If 5's "FOR ALL OPENINGS -4 OR, LES' 7S5 -8" 7 ® 6'-0'" - 42'-0" 6 0 6'-0" = 36'-0" 6 O 6'-0" = 36'-0" 5 0 6'-0" = 30'-0" I N ROOF FRAMING AT N SEE 8S5 OVERSTOCK AREA 2 C'4 FOR ATTACHMENT W16X36 W 1'-1"X 3/8" m PILAOF STER TO PLATE (LINTEL) ONG CENTERED 48 -o HORIZONTAL BRIDGING W/ HORIZONTAL BRIDGING W/ - X -BRIDGING IN END BAYS. X -BRIDGING IN END BAYS. 4 - '- 3/16/01 1 ADDENDUM NO. 1 w16X36 W/1' -1"X 3/8" 10 W8X28 W/1'-1" X 3/8" 1 ROW BOLTED DIAGONAL jpl6 LATE (LINTEL) 1 ROW BOLTED DIAGONAL 8/21/01 CLARIFICATION PLATE SLINTEL) BRIDGING. SEE NOTES FOR '-7' LONG CENTERED I I BRIDGING. SEE NOTES FOR 4` x V-0' x 3/8' PLATE 1 B/PL 1+12'-8" A.F.F.) I BOTTOM CHORD BRIDGING. ON WALL +12'-0"A•F.F. BOTTOM CHORD BRIDGING. 10/2/01 OVERSTOCK BULLETIN O 7S5 LSx6x1/2 x t'-0" w/ 94'-10" - - - - - 3l8" 4* DIA. R k NOTE: SEE OF FOR /� /� - - '-- AT) E CH" JOISTTLOCATtON� REMAINDER OF INFO. 12 0 6'-8" = 80'-0" 6'-2" RJ8 W16(36 W 1 -1X3 PL AE (LINTEL) 12' 7"LONG CENTERI ON WALL A - 20 -7 L SMEF-1 DET. 4S6 SIM.FOR ON WALL(+14'-0"A,F.F.) 1000# FOR FRAMING AT FANS. 255 - C2 aaa111eee °C1 Cl o Cl° C1° f N 00 SEE ROOF FRAMING PFOR IAN \\ OAD ON JOISTDmGIRDERS FORONAL POINT ROOF N TOP UNIT LOADS. II m SEE ROOF FRAMING PLAN FOR TYPICAL POINT LOADS 1 11 11 1 11 0 ROOF {) 2K7 J.B.=22' 2 5/8" /\/. .. .\ .. .. �. .. .� �. �. �. .� �� �. .. . .� .� 253 X X x X x X X x x x X x x x x X x x x () 2 K7 EE OTE) {1 ) 22 7R( EE N TES 12 W16X26 W/1' -1"X318` #(LINTEL 1 -8 LONG (+10-0AF.F. JGS JG7 GTA 1 Wi 6X31 W 1'-1 "X 3/8" (LINTEL) JOIST SUPPLIER TO DESIGN JOIST f -IT W14x2240G8N7.7 K 40G6N 7.7K C1 40G7N 7.7 K M RJ 1 0 0 11'-11 LGN +10 -0 A.F.F.) AND JOIST TO COLUMN CONNECTION C2 ClC1 Cl FOR 40 FT -KIP WEND MOMENT AT C15) 4K1 (SE NOT S) 9S3 GRIDUNES 'N' & '0'. USE > `� C� > < `i C �' > C Com' > C > C > < ? - - o - - - - 1.33 STRESS INCREASE. -------- - __ -- -�t- RJ'r N (� ()2 K5 , 253 �{- 42'-6` 42'-0' 43'-2" 00 \ () 2 K 5 SEE OTE) 0 ) 2 K5 ( EETTES 1558 - 755 1 0 % NP. W14x22 0 0 0 F.O.M. C6 Cl 40GBN8.7K C1 40GON9.7K C1 4OG7N8.7K C2 C1 JG6 JG5 JGSA ATTACH ANGLE FROM JOIST TO N 1453 ao JOIST EACH SIDE OF Ali FULL M N HEIGHT INTERIOR WALLS WHERE WALLS - - - - - - - -- - - - - - - - N ARE PERPENDICULAR TO ROOF JOISTS. 3 ROWS OF TOP CHORD x15 w/ SEE DETAIL 1156. HORIZONTAL BRIDGING W/ (2 8x18.75 X -BRIDGING IN END BAYS. 2 ROWS (MIN.) TOP CHORD 2 24K10 SEE NOT 1)C +31'-2 1 SEE NOTES FOR BOTTOM HORIZONTAL BRIDGING W/ CHORD BRIDGING. X -BRIDGING IN END BAYS. >< >< > >< >< >< >< >< >< >< >< >< >< >< >< > > C > < >< >< >< .� 1 ROW BOLTED DIAGONAL a SEE DET. 4S6 FOR SMEF-2 BRIDGING. SEE NOTES FOR FRAMING LAYOUT 1000# BOTTOM CHORD BRIDGING. 8 7 O 6'- 7 6' 0" ® '-2" FOR RTU'S O TYP. ALL BAYS U.O.N. 1455 - - - - - - - - - - - - - - - - - - - > < N I 3'-0' m 0 0 ��� o 0 2'-0"(TYP.) 1255 32G7N 8.4 K o 32G7N 8.4 K o 32G7N 8.5 K olol x0 6 Cl C. Cl Cl Cl C2x C1 CIX ,Xm I O RJO I-- (2 20K6 SEE NOT 1355 w8x1 w/ a 0 3 ROWS OF TOP CHORD HORIZONTAL BRIDGING W/ > - - - - - - - - - E M 8+38 -2 1 X -BRIDGING IN END BAYS. x Y s� ROOF PUN FOR SEE NOTES FOR BOTTOM 1355 AWMOAA. ROOF Tor CHORD BRIDGING. CLI - - - - - - - - - - - - - - - - - E " i UNIT LOADS. COORDINATE MEC WIICC& CONTRACCTOR. M T S A q» III MIN TOP CHORD - - - - - - - - - - - - - - - - 4���l�' kirt e�t'�dd3y�/;fid /2 ��`�{ 9 moi, w .PLO. 860AIW * �. ON JOIST GIRDERS. L 7 S SAC 2 ROWS ( ) �a9 JG10 dGi 7-r C-` "'. / .•�� HORIZONTAL BRIDGING W/ 4S5 % ;` '•'/:7 32GSN7.9 K 32G7N4. K 3 DTIV4.0 K - IPt�P X -BRIDGING IN END BAYS. ! <•,t`'_. - -- - --- - -- 1 ROW BOLTED DIAGONAL C4 Cl CIX CIX rJt %, �',' ! ;r.:. , G•'' , \��� WIND MOMENT 20.0 FT -KIPS BRIDGING. SEE NOTES FOR c0 , '' %.';;; ; \\\\ JOIST GIRDER WITH ROOF TOP UI�IT�OAD JOIST WITH ROOF TOP UMIAg CLOCKWISE OR COUNTERCLOCKWISE BOTTOM CHORD BRIDGING. / TYP. ALL BAYS U.O.N. JQIST_ WITH WIND MOMEN 1455 - - - r � W8xt5 w/ ° Cl Cl Cl W8x15 w/ 5 (2)738+3875 1/2" C2 ClOTE: 4" 6'-1 5 -0" �2) csA. 5 I LOW COMPANIES, INC. ° ° ClC1 C1 ClC1 ClC1 ClC4-1 C8 +31' 2 1/2" 2 ROWS (MIN.) TOP CHORD J01ST SPACING MAY 04 NOTE.,JUNE, 2RIG COPYRIGHT BE INCREASED AS REQD. TO > < > < > < ><I>< > < X : NOTE PROVIDE RIGID MASONRY p M HORIZONTAL BRIDGING W/ W16X 36 W/1'-1 "X 3/8" 1 . ANCHORS AT 16" O,C. VERTICAL Iri ALL RIGHTS RESERVED NOTE: REVISED LOADING ON ACCOMODATE R,T.U. 253 OFF OF TS8x2. X -BRIDGING IN END BAYS. PROVIDE TOP &BOT. CHORD PLATE (LINTEL) "c^v r 1 ROW BOLTED DIAGONAL JOIST GIRDERS, TYPICAL. ADD HEADER JOIST IF 16'-7"LONG CENTERED (8) 24 K 9 M BRIDGING. SEE NOTES FOR SPACE EXCEEDS 6'-8" HORIZONTAL BRIDGING W RJ10 +a+� BOLTED X -BRIDGING AS ON WALL (+10'-0"A.F.F.) _ u BOTTOM CHORD BRIDGING. O INDICATED, m TYP. ALL BAYS U.O.N. s 5'-2" 1 FS _ME " 417 5'-4" 5'-4. 5'-7"5'-7" 5 `4� i000# 5'-4' S'-10 C1 F 1'-8" 5 0 6'-0" = 30'-0" W-8" 5 0 5'-7 3 ifi"+ 8 O 6'-0" 48' -0" 6'-8" 5 0 6'-0" 30'-0" 7 O 6'-0" = 42'-0" 6�-8" 12 0 6'-0" 72'-0" 61-8" 6 O 6'--0" = 36'_0" 6 O 6'-4" 38'-0" 6�-8" 4 O 6'-3" -8"\/ / r r (8) 12 K 1 0 O N 28'-0" RJ13 I " / FF JG3A JG4 JG3 JG3A JG3 G2A JG2 JG3A JG1 JG1A �z N� �/\G i� N W16x36 w/� 1'� i" x 3/$' PL (LINTEL) , B/PL +12 8 A F.F.) aon Z 40GSN 9,8 K NP, (U.O.N.) 40G5N 9.8 K TYP. (U.O.N. 40G8N9.8 K NP. (U.O.N.) 40G8N 9.8 K NP. (U.O.N.) 40GSN 9.8 K NP. (U.O.N.) 40G7N 9.8 K TYP. (U.O.N.) 4 9.8 K TYP. (U.O.N.) 40G8N 9.8K NP, (U.O.N.) 40G6N 10.3K TYP. (U.O.N.) 40 7N 10.3 K NP. (U.O.N.) 4( 6.5 K C b I v TYP. 0 17 TOTAL -PROVIDE 8" BEARING AT EACH END-COORD. SIZE OF OPNG.'s i2 2 C1 Cl C1 C ° Cl C1 , Cl C1° C1 ClC1 ° 12S3 O o " � � � 'r � � � w/ ARCH. DWG.'s N +- ��. ; a C-4 ; ' - - �r TYP. o .° 13 1 1 `i (8) 24 K 10 I RJ14 � �� >C>C >C>< > >C >< >< C><>C><><><>< ><><><>«C>C>C><>< C C C C C C C C C C C C C C C C C C C <><><><><><>C><>C <><><><><><� X ><><> �<>C < ><� 1L r 11 '-t' JOIST SPACING MAY ..- i$ 755BE INCREASED AS R OF \i 5'-4'15--4-16'-2 ACCOMODATE R.T.U. EQD, TO - -- - - - - - - - - - - - E �� - - - - - - --- - - - - - - -- - - - - - - -- - - - - - - - _, - wj�ADD HEADER JOIST IF X �� SPACE EXCEEDS 6'-8"; i " - ^ ADJUST SPACING IN ADJACENT O 4 0 C BAYS ON EITHER SIDE IC2 Cl Cl Cl Cl Cl Cl Cl Cl Cl C ° 4DG8N9.4K ` EQUALLY IF REQUIRED. 0" ul I N II m - C2 TYP. °C1 Cl M W16X36 W/1' -1"X 3/8" ca S PLATE (LINTEL) W>- SEE 8 5 16'-7" LONG CENTERED o FOR ATTACHMENT co w ON WALL (+10'-0"A.F.F.) cv OF BEAM TO + - x II PILASTER (TYP,) N i U. o m 3 +e*� �TGB `�+ PLATE (LINTEL) -1 " X 3/8" �+0 B/ PL (+10'-0" A.F.F.) �cO J d w - 151D6xi/a T/S +,W -Q' w j w 4� M2x8xI 2 T S+ IR Ag W16X77 W/ 1'-1" X 3/8" ��n a PLATE (LINTEL) o " + ui B/PL (+10'-0" A.F.F.) l(D\,Jj_6Bi =25'-4"-AIN ROOF o J.B.=20'-0 3/8" 5 t4K1 JOIST SIM. n 0 CANOPY _ RJ18 2S-3)rNj W16X36 W/1'-5" X 3/8" 2a'• o' W16X36 W/1•'-5" X 3/8" PLATE LINTEL) % < ,- > PLATE SLINTEL) B/PL +16'-0" A.F.F.) F OVE naui B/PL 1+16'-0" A.F.F.) J.B.=25'-6" - R F F MIN 0 MAIN ROOF ✓���� ��� `���� �� J.B.=19'-10" 00 DE(K 1 S7 0 CANOPY (lS7 1 _" R 2. . W16X89 W/1'-5" X 3/8" PLATE (LINTEL)" B/PL (+16'-0 A.F.F.) CAMBER BEAM 3/4" W16X57 W/ V-5" X 3/8" PLATE (LINTEL) S/ PL (+12'-8" A.F.F.) =19'-4" <_1_1<><><><><><><><>___l>< ' OtSTS 4) KSPJ ISIS (7) OKSI R 12 SP 17 SP RJ1: 5'-6 27t-1 1 2' 33" 10 1 0 W16X89 W/1'-5" X 3/8" PLATE (LINTEL) " B/PL (+16'-0 A.F.F.) CAMBER BEAM 3/4" NDA TYP. (15) 24K9 (SEE NOTES) 59) 24KO (SEE NOTES) TYP. ALL BAYS U.O.N. i x (TE: �� �� ` ALL DIMENSIONS NOTED A.F.F. NP. ALL BAYS U.O.N. RJ1 °� (8) 24 K 10 ARE ABOVE THE MAIN FLOOR. RJ2 .r RJ 14 �i i �i �. ROOF DECK 1 1 2 1 , 4 ROWS (MIN.) TOP CHORD TYPE H SHEET GA. O \ , X ,4_] -x\ HORIZONTAL BRIDGING W/ SEE 156 BEET SEES -9 FOR �� i� �� � /\ ` X -BRIDGING IN END BAYS. FOR GAGE. FRAMING THIS AREA. � 2 ROW BOLTED DIAGONAL BRIDGINOTES FOR SEE 1S6 i� �� - - BOTTOMGCHORD NBRIDGING. FOR R OF DIAPHRAGM X <+' -�E TYP. ALL BAYS U.O.N. �j CONNECTION DIAGRAM 2'-0"(TYP) 40 8N9.4 SEE 6S6 FOR TYP. w3ax9s C1 - W3ox9s3ox99 255 AT SKYLITE OPENING Cl Cj Cl ClCi C1 SEE 456 FOR TYP. Ci/\ /\4=0 r FRAMING DETAILS a ROOF DECK I FRAMING DETAILS X w o t 1/2" WR 20 GA. NOTE: PROVIDE W30's IN LIEU OF AT ROOF OPENING. - - W16X 36 W 1'-t 3 $ w 3 JOIST GIRDERS BETWEEN GRID G PLATE LINTEL 5 AT ENTRANCE. I I °� (LINTEL) p0 W16X36 W 1 -1 X 3/8" PLATE LINTEL 18'-11 AND GRID K ALONG GRID 2. E- ti LONG CENTERED ON WALL (7'-4" A.F.F,). SEE 1 N WALONG CENTERED w ON WALL+1 t' -4"A F.F. o DET. 8S5 FOR ATTACHMENT AT ENDS AND MID -SPAN. I I O X C'r (0� p 1L \L aC� N W " " F 8 24 K 10►- W16X36 W 1 -1 X 378 Wi6X57 W 1 -1 X 3 8 SEE 8S5 - 14 q PLATE (LINTEL) ( PLATE (LINTEL) FOR ATTACHMENTI - v OF BEAM TO - 18'-7"LONG CENTERE 18'-7"LONG PILASTER X ci+ �7' ` 3 W16X36 ROOF BMS. Z o ON WALL (+8 -8 A.F.F,) I B/PL (+12'-8-A.F.F.) I TOP OF BEAMS/JOIST z GRID UNE GRID LINE fl - BEARING +25'- F.O.M. J J.B.-20'-3 1 4` ; h l l l l l I CB I C8 C81 C9 ANG EB LINTELSI0 3//8 " AT CANOPY - - - - �. _ - - - - - - • _ • - - - BEARING ELEVATION - - - -+ I X 1 -1 BOTTOM PLATES. x EL. +15'-4" `� " ♦ '_ " « (SLOPED -SEE DET. 12S8) V- z t OS5 1 1 1 1 1 1 1[� IIImmom LU O ROOF J.B.-is'-to'' L 1 �. X41 W16X36 W t -1 X 3 8O> <I > CI> CI> CI> <i> <I> CI> <v1 Cv v I ❑ ❑ ❑ ❑ I v G> CI GI> G Q I PLATE (LINTEL) t k'- -n ' .. 2 - " "� ? _g ( 18'-7"L NG CENTERED -T_ T_-T_-T--r-r-r_ r-r_r_r--r-r--r-r-Fn--T--I---I--1--1--,--1--,--,--1--1--1--,-Tr-r- -7 _r I ON WALL(+it-4 A.F.F.) i`L" W J 5 RJ 16 15 u'" I_l_ I " ❑ ❑L W16X 36 W/1 -1 "X 3/8 d ❑ 1:107 ❑ 5' 39' RJ12-SP 5' 4T-6" - - '- ""' -' - -' - - - --I Q PLATE (LINTEL) CENTERED RJ12-SP 5' 38' p' - - ON WALL +11'-4`A.F.F. -I ROOF DECK 1 1 2" 600,E _ _1_4S_B 37 PSF X SPACING TYPE WR 20 GA. �- to BEARING ELEVATION 37 PSF X SPACING SEE , f FOR ROOF 4' 1 39' EL +i2'-8", TYP. SEASONAL DISPLAY FRAMING d NFt- DIAPHRAM CONNECTION LJ C1 7--C3 DIAGRAM 37 PSF x SPACING 56 PLF X SPACING Z Y :- u 56 PSF X SPACING -�< Y .2 � � w 56 PSF X SPACING Z m w I;/'� �� 30K SPECIAL JOISTS---iO 24K SPECIAL JOISTS (n a V) �\ r-•-• FF�Al �A24" DEEP JOIST OVER PLATFORM SHEET 57'-6" DESIGN SPAN O RJ12-SP I , 0 O �~M I I V I� P L1_\ N � " 41'-8' DESIGN SPAN O RJ17-SP SCALE 1 =20 -Q 44 -0 DESIGN SPAN S-4 SPECIAL JOISTS O DRIVE-THRU CANOPY 44'-0` DESIGN SPAN O RJ1-SP J.01STS_...BEHIND...PARAPET TYPICAL AT NORTH AND SOUTH. q 477'-0` OUT TO OUT OF MASONRY PERIMETER PARAPET WALLS OF 1 t