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HomeMy WebLinkAbout4077-48 , 1 i TYPICAL TYPE 2 - ST<,. (4) 3/8" X 5" TYPICAL FIELD INSTALLED 3"X3"X8" PLATE `E DFSI TYP. WALL TYP ® WALL HEADER 0 2' 0/C W/ (4) 1414X1" TEK; (2) 0 TYPICAL ROOF PANEL TRUSS SEE 2/55,1 ....: ;_� :_;�� ,, PANEL SEE S5.0 TO HEADER BTM. TRACK OF TRUSS; /INTERIOR SHEATHING (2) TOP -1-- CONNECTIONS r SEE 4,5,6/S5.0 SEE 1 /S5.2 B Y OTHERS CONNECT I ONS TRACK OF WALL/HEADER EA. SIDE i��� M. XI6 GA. TRACK TRANSFER TRUSS m BTM. CHORD OF TRUSS 0.1 3 4" CHAMFER TYP. TYPE i TRUSS1,, ,n425=11-..1.92.5== / k SL �B REINFORCEMENT -4" TYP. SHEAR WALL SEGMENT TYP, WALL PANEL 0 END WALL . 4r SEE PLAN SEE A,B/S5.I.I SEE I/55.0 SEE I/S5,1 STIES@ - 8 #3 I ^ • CONSULTANT: 18" 0/C r- -• •• 111111111Mili�' ' . . . k TYPE 2 I�Il�i 3'X3'XY8" PLATE (PART OF - I 16" x16" CMU COLUMN WALL PANEL IIII 3 • Mil PRE-FAB TRUSS) 02' 0/C 0 (SOLID GROUT) W/ (4) -� 14'-O" AFF (2) I /B X6°X18GA, 'C' BTM CHORD OF TRUSS N / l'-4" J • • J ___... ON WALL PANELS 111 Ilk 1 Imo! C D F-� 'o -� -^,...-i-E #5 VERT. & #3 TIES @ ELEVATION � � � 4 � (2/S5,0 OR A, 16" 0.C. B/SSJ,U V"X�°X�b"X 16` ANGLE � _F°' ` �. '�(-10t a €9 �3 9Fci£#3'�f TIP. AT LOCATIONS SHOWN `���� ATTACH TO TOP TUBE °,: ° O9) '"`' ' WRAP #3 TI ES ON SI.0 TOP OF WALL j _ ,;:;_..: r� f�k . s� ,z ; : AROUND #5 BARS J •'J r ', BTM, OF TRUSS / I ����� ® I' 0/C TO TRUSS WALL ��I 2'-6'' -6 TYPE 2 ' PLAN �9 jl WALL PANELI SEE 4/55.1.1 AT 'SPECIAL CASE' LOCATIONS (2) 1414X1' TEK TO TOP OF I O TL • •, v WALL BELOW I SPECIFIED ON SI.0 USE: r WALL PANEL EXT, ' _ 13/" X 6"X 16 GA. 'C' STUD (2) 1414X1" TEKS 02' 0/C 3,, ![ aTO TOP OF WALL _ Mill ( � WALL PANEL G.L. 5 (6) #5@1111 1 SEE A/S5,1.1 TOP & BTM " V < 2 -0 > PLAN EXTRA SLJ AT E\DS OF S-EAR O \DATIO\ DETAIL 21 CM,. COLM\ DETAIL 17 -EADER TO TYPE 2 WALL 13 9 E\D WALL TR,.SS TO E\D WALL 5 TRA\SFE. TR..SS TO WALL I WALL DFSI TIP, WALL PANEL SEE S5.O FIELD INSTALLED 4Y" X 7" X14 GA. STRAP 5/s" X 9" A.B. INT. SHEATHING ® TOP OF WALL 0 PANEL JUNCTIONS W/ (7) TIP. MAX. 4' INTERIOR SHEATHING BY OTHERS BY G.C. TIP. ROOF PANEL 1414X1" TEK ® EA. SIDE OF JUNCTION PLUS (3) 0 PROJECT FOR: 0/C O WALLS TYP, DFSI WALL SEE 4,5,6/S5.0 EA. SIDE OF TRUSS CONN, (10) TOTAL ® EA, SIDE ON G.L 4. I/ SLAB REINFORCEMENT ;-T' TYP. DFSI TRUSS FIELD INSTALLED 3"X4"X 16 GA. STRAP ®PER PLAN O SEE 5/3.0 AND S/5.1 @ 4' 0/C W/ (4) 1414X1" TEK, (2) PANELTYP. AVE ROOF I T Y C� - r _ EA. SIDE OF RIDGE. ALIGN 0 EA. TRUSS I- HILTIGCHOYPIN EAY - 0 \ I A \ A - 8„ 5" 1 • SIDE OF DOOR -�-�---- TIP. TRUSS TIP. ROOF PANEL --- r r WHERE 1 ., L - I-3/8" �L SEE I,2/S5.1 /� SEE 4,5,6/S5.0 • 0 • I ® ® I • C" CHANNEL TYP • 'I ��� - 0000 \I\ iii t_. II � I YI " Y"X4" ANG 0 PROJECT NAME: W 1 0 1!,.$1- .N(-- dQ �.. 0 o , - 1R - SIA110 \ I- (6) 5 ® TOP 5 BTM - - - W/ (4) #14X1" TEK HOEDOWN AS DETERMINED " TO BOTH LEDGER O O �'� �',Iii -I7 AAO79 BY ENC I NEER STRUT O O / I I 2'-6„= �#3 TIE m 18" O.C. 5075 D�. I� CAS CA�1Y0N RD. Ff. v. . y = U _ TRUSSBATH. �` \ A\ A, CA. TYP. WALL CHORD D 7_11 11 11=1 11=1 , _ _ . PANEL 0 WALLTSOHOWN DASHED 2'-0" 3 __-- 0 MAX 8' 0/CT O A. C � TYPICAL WALL PANEL L _ SEE ARCHITECTURAL WALL AS SPECIFIE' ELEVATION FOR ON 5/3.0 TYPICAL WHERE NOTED ON S3.1 EXTERIOR FINISHES. WALL PA\EL 0 JL,\CT 0\ FO..\DAT 10\ DETAIL 22 T WALL CO\\. 18 -I LT I 0 DOOR OPE\I\G 14 S-7„T AT GOOF (4( 0 10 ROOF P A ' •\\, 5 GE 6 2 (2) 1 4'X16 GA. 'C' LIGHT PO PER S/HDXX TO TUBE THIS PORTION OF DETAIL 41- - -13/g X m MAX 8' 0/C TO � " ELECTRICAL ASSEMBLY W/ MFG. VP DFSI TYP. WALL PANEL SEE S5.0 /B 0 ANCHOR BOLTS ONLY WHERE SPECIFIED ON �REFAB TRUSS INTERIOR SHEATHING BY OTHERS " X 9" A.B. TYP. TYPICAL ROOF PANEL WALL ON G.L. A E E W/20" EMBEDMENT -4---/ 24"0 CONCRETE SPEC. 1410 SCREWS S2.0 " CMU CAP 7/6" CHAMFER " " " " " " " " " 2 SEE ARCH 3"X3Xii" ANGLE SLAB REINFORCEMENT I I MAX. 4' O/C m SEE 4,5,6/S5.0 BASE PER PLAN ALL DFSI WALLS ABL D , (1) #5 EA. SIDE-� t UNO SACK SMOOTH FINISH (4) I�" X 3�" 3" 2.-� �' 2. 17 3'X3"Xy8" PLATE (PART OFABOVE GRADE #3 TIES AT 18" 0/C oX1GA. T.S.(1) #5 EA. SIDE O PRE-FAB TRUSS) 02' 0/C 0TOP CHORD OF TRUSS (4)/3 TIES AT TOP 12" EA. END OF TYPE 3 OF CENTER (2) / - 1 TOTAL ' I. ' .., .le' All I ; F \\/) " 0 6, YP, ISSUE INFORMATION: CMU COLUMN--'.- i. `7V = ,=k ,:• _. I TOP OF TRUSS ‘i IA I e'-o` • DATE: INFORMATION: PLAN CHECK 5 \ , 2 #4 CONT. THRU ;s >> 5 ; > >s �:ssssssA11/16/05faftON \\\\lam PLAN CHECK COLUMN 24" 0/C 6'-0" (4) #5 o TOP BTM _ - - - 1 1 OR , TIP, TRUSS 0 END WALL �� -•- -� --� -- - IMARCH o� REVISION 'tii_ ii II 11P P�I--AN CHECK CMU WALL BEYOND 4'-2" 2 -0 SEE 1,2/ S5.I 'ILII I IIfII II / AY REVISION #4 FROM 14 =1 I II ' R �I SION _ I A CHECK /6 IiERTICAL 4 MAY 18 200 E BTM. OF(4)FO FOUNDATION MIN. (4) 14X1" (2) IN REINFORCING DEC, 1 /1/ �, (s) TOTAL, EQ II II I - TO TOP OF COLUMN AT EA.-\ F.S. TRUSS , (2) IN ROOF 0 (� (4) 1314X1" TEK SPACED ,•'` I I 11 CONN; LIS BALL CORNER I I #5 24" O.C. - ~' PANEL 1- 11 1 115 CONN . . . . . .. 3„ - STRUT TO WALL I I I 1 T _ 11 E 11 ILE a 0 0 STUD 3 (2) #5 TOP & BTM. I I I I EI SII 11= CONT. T 3"-) (- -) 3" I I I I�I I (--------S-4" ) -- ,11' 11111.- , SHEET INFORMATION: CV.. COL,M\ 23 FO"\DAT I O\ DELA L 19 GOOF PA\EL TO E\D WALL T „SS 15 STR„T AT E\D WALL 11 TYP CAL L G-T POLE FO..\DAT O\ 7 ST,DS TO WALL PA\EL 3 PROJECT NO.: - SCAL . AS NOTED DFSI TYP. WALL DATE: DECEMBER 2, 2005 DFSI TYP. WALL PANEL SEE S5.0 PLOT DATE: 5/8" X 9" A.B. - r� PANEL SEE S5.0 II HEADERS ARE CONSTRUCTED IN THE SAME MANNER AS DFSI TYP. WALL DRAWING NAME: TYP. MAX. 4' . O/C ® ALL INTERIOR SHEATHING INTERIOR SHEATHING WALL PANELS EXCEPT FOR 1-1/2"X3"X14 GA.(TYP.) BTM. CHORD 5/8" X 9" A.B. PANEL SEE S5.0 I DFSI WALLS UNO BY OTHERS BY OTHERS TIP. MAX. 4' 0/C UNO INTERIOR SHEATHING SEAL: BY OTHERS 8" SLAB REINFORCEMENT 5/8" x 9" A.B. TYP. @ I I o4go�E�ssr ' NOM. PER PLAN 3"XII"X3/16" SPLICE PLATE SLAB REINFORCEMENT k�w P¢N Rq �\ MAX. 4' o/c UNO 6�-0'� TYP. EA. SIDE OF BTM. Oo. o57a I m I li I. n CHORD ® SPLICE LOCATION PER PLAN rt EXP.12/2007 f 1=_1 n USE 4IA307 BOLTS OR 5-14-07 8„ 1414 X I" TEK (GL: D) SLAB REINFORCEMENT I-I/2"X3"XI4GA. `�'�/vW\- \4> OR - 1; tit, \ HEADER BTM. CHORD • (2) #4 CONT. \�\ ' ONLY AT LOCATIONS PER PLAN 8„ ©F cA��Fo� @ 24" 0/C 4'-2" SPECIFIED ON SI.I E 51.2 J - " „>-? N Irli. w ii/i iii i�/i ii \ 3/8"X2-I/2" I- I (2) 1-3/8"X6"X16 GA. 'C' STUD. (1) @ �, „-�--;r':•rb;:�_; 5 - ":''''''-ii.7: " . F-7w-;t.U F.S. �.,,�,��,: • -. , L n - � (6) TYP @BTM � � �• ,..X r -' "`"- � EA PANEL SEE /S5 0 �'`'� ''" #4 @ 24" O.C. - SHEET TITLE. (4) 5 ® 1,2 � SPLICE LOCATIONS _ »,..-„,�.x _ TOP EBTM v (2) #5 13/8" X 4"/6" X 18 GA. 8„ T /TOP E BTM PRE 7A3 d •. ° a 2'-0" // C STUD 1 ,-6„ ' \ _ 6 �5 © 24" 0.C. I / ./ 1 ,-62 DE A LS �' -\\ - 3" < 4"X4""XI/4" �. J° (2) #5 TOP & BTM. CONT. • • Nle- - (2) #5 @TOP & BTM ) 1 ,_0» ( ANGLE 4 q WALL PANEL PER PLAN (SI.0) '� „ 3" „ .� TYP. FOUNDATION ON GRID \� I I/4"X 4"X 18 GA. )1 1 -o 3 < > 3 " 3 TRAC< SHEET NO.. 2 -4 > I 6 LINES 1 ,2 & ALL STORAGE �, BLDG. FOUNDATIONS ,, ,, ,, ,/,//////' \\ \ - s 5 . J ����\��\�\���������\�\������������� CM., WALL 2z. FO..\DAT 0\ DETAIL 20 S-Ek, WALL SEGME\T CO\\. 16 FO,\DAT 0\ DETAIL 12 HEADER SPLICE DETA L 8 FO..DAT 0\ DETAIL 4 I DRAWING NUMBER 4077 �'-1s of 66