Loading...
HomeMy WebLinkAbout4077-34 , It EI CC © O 0 0 \ 0 5TK [ E E E { I( {i1 24'-0" __ _ _.---___-- y „ rr 24'-0" ___.____ , __�_ 1 1 2575 Jacinto Ave.,San JacEMox Calif 925p353118 2 A'-O" ,_� _____t1" Phtme:951.925 2504•Fax:951.925.0244';Ema' Circ.aom 4 B 0o '+ U oo e . LL LL Li_ LL CONSULTANT. ' � ,,-1", FOS p 6 F , _ A LI S5. I r\1 C - 1=2 r= O . ATE CP ' tl � rE (y RANIC;Z CUCA 3ONGA.CA 9 in° T'1 L_ • . iONr:€9 9)980-13898 sAAlk /\ FAX: 909 38N tl 9 NOTES FOR ALL WALL LINES: ' N / , H 7 H 1. USE (2) 'C4 X 1.375" X 18 GA AT TYPICAL TRUSS BOUNDARY MEMBERS AND @ SEE DETAIL 4/- TRUSS SUPPORTS • 5" MIN. CONCRETE SLAB W/#4 @ 12" o/c EA. WAY 01- OVER 10 MIL. MIN. VISQUEEN BETWEEN (2) C4 X 1 3/s" X 18 GA. STUDS @ 2. USE COMBINATION OF (8)#14 TEK , 1'_0" LAYERS OF 2" CLEAN SAND 24'-0" ;, 2' 0/C ALL WALLS TYPICAL 24 SCREWS OR 4" A307 BOLTS FROM 24'-0" 24'_0" h PANEL TO PANEL. 8" 3. USE '8-1" X3" WELDS FROM TUBE TO STUD @ 24" 0/C @ PANEL HH / _ _ JUNCTIONS. A I I • -N, ____. 5 4. USE a" X 8" MIN. EMBEDMENT A.B. AT -' 1 LEGEND ' A I A 4' 0/C. ° \/ . . A - IA LOCATIONOF DBSI B LT. EE 1 .2 e ROOF PANEL DBS0 S /S5 SEE 6/S5.0 FOR TYP. 1 Alik PROJECT FOR: ' / \ ' ED ' t-- • rt _ 7 I ' _ „, _ 1 _ T 7 7. ----L.—_ -' . 1 T _ I - 411)____ FOW Mil,� T yC 1Y 0 :' F 4' B 40 r 8'-10" / 6'-4" •'-10" / 1'_6" 4'-6" ' 3'-4" / 5'-0" / 6'-4" /— 4'-10" 12'-0" ' 12'-0" / / 6'-2" Jr 9'-10" 4. 8'-0" PROJECT NAME: =1R S AHO \ STRUCTURAL WALL LAYOUT PLAN-STORAGE STRUCTURAL FOUNDATION PLAN-STORAGE ROOF/TRUSS LAYOUT PLAN-STORAGE # 79 TYPE 1 - SHEAR WALL PANELS SCALE: 1/4" = 1'4)" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1-0" 5075 DJ\CAN CANYON RD. 70 \ TAS! A> CA. USE: (3) 8' DIA. A307 BOLTS @ ALL WEB MEMBERS SHALL BE EA. SIDE OF SPLICE. TOP & BTM 1 1/2" SQ. X 16 GA. T.S. ALL PRE- FAB JOINTS TO BE BUTT WELDED ilil12 ® Vg 12" x32' x16GA. T.S. 14 �� 12 u ' 11 APA 4 TOP CHORD %/ 14alk 12" x32" x 16 GA. T.S. 0 BTM CHORD -Th AI 0000 20 - Wt7 10'-0" 10'-0" J ISSUE INFORMATION: DATE: INFORMATION: 6' -� 6 3'-10 I/2" — 4'-O" -- 4'-O°' — �11/16j05 PLAN CHECK \ H , , ,, SIO \ 0 , —\ 0 11'-10 1/2" — — 11'-10 1/2" L\IARCH 2006 PLAN CHECK REVISION %' =�Y 2006 ALAN CHECK N 23'-9" t L N ICC II=CK /4\M.A,Y 18,2006 EVISION ADEC. 14,2006 HDR/CMU/WALL SECTION A-STORAGE SECTION B-STORAGE CONN; IRLLL IS/WALL CONI SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" STORAGE BUILDING TRUSS 4 SCALE 1/2" = 1'-0" TYP. DRESDEN SHEET INFORMATION: WALL PANEL ► TYP. DRESDEN SEE 1/S5.0 —� 10 MIL. VISQUEEN WALL PANEL 1/4" x 5 " M.B. TYP. FOR ATTACHMENT PROJECT \10.: 10 MIL. VISQUEEN BETWEEN (2) LAYERS SEE 1/S5.0 SCHEDULE SEEnSEE SCALE: AS NOTED ( ) BETWEEN (2) LAYERS OF 2" CLEAN SAND 1 1/2" f 14 ROUGH OPENING SCHEDULE DATE: DECEv1BE� 2, 2005 iiiiiiiiiiii1 S5.2 TOP CHORD r / ��1 1/2" OF 2" CLEAN SAND SYMBOL SIZE 1�, il OVERSIZE OVERSIZE PLOT DATE: el) 1/8" H RIZ NTAL VERTICAL DRAWING NAME: i‘ TYP. DRESEN ROOF WINDOWS 1 -� 3/4" CHAMFER PANEL. SEE NONE 3/4" CHAMFER 6" 8" 6 Ilf—n SEAL: 6" • S5.0 ----- • DOORS • 6070 4 1/4" 2 1/4" ��o��NEH sR sq��� 0 o BOTTOM CHORD A . y I I 0 No. C 057577 m 8" • ` #14x2 1/2" TEK @ EA. W x ` SIDE OF EA. TRUSS cc EXP.12/2007 I I * 5-14-07 • •• \ • • TYPICAL DRESDEN TRUSS TO WALL PANEL BELOW i s>��F c�vtiL ��`P/ SEE 12" X 3" x 1 STEEL TU P °F cA�\F° 4 FOR ATTACHMENT TO 4 GA. S BE, TY •------J / • • v WALL PANEL SEE 8 •,10, ' @ TOP CHORD. - • ® 12' x 3" x 14 GA. @ BTM CHORD. (2) #5 TOP & BTM. FOR ATTACHMENT OF TYP. ROOF PANEL TO TRUSS SHEET TITLE: 6" /- (2) #5 TOP & BTM. 1'-6" SEE 14,1 1/8" 1 - \ S5.2 ELILD \ G S I ()RAG '• TYPICAL DRESDEN WALL • 3" PANEL. SEE 1 DRESDEN RAMING YSTEMS,IINCQ 3" S5.0 "...setting a new standard for the industry." P.O.Box 862 Rancho Cucamonga,CA 91729 Ph:909.727.7270,Fx:909.727.7278 dresden@dresdenframing.com SHEET NO.: / 1'-0" / S / , j FOUNDATION DETAIL- TYPICAL � SCALE SCALE SCALE SCALE FOUNDATION DETAIL @ DOOR 2 ROOF PANEL TO TRUSS TO WALL 3 , ,E TRUSS CHORD CONN . 2 = 1 -0 2 =1-0 2 -1-0 1/2" = 1" DRAWING NUMBER 4077 Z - of 66