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HomeMy WebLinkAbout4077-47 , 2"X3"X3/16"ANGLETIP. TRUSS e 4' 0/C - EA. SIDE OF TRUSS 8 TYPICAL ROOF PANEL TO (I) 2 I/2"X6" PLATE 0 SEE 3/S5.0 E S5.I. INT. SHEATHING - TIP. WALL PA SEE 3,4,5/55.013/8"X4"XIS GA. 'C' STUD. BY G,O. NEL �r- '� TYPICAL TYPE 2 OVER 'C' STUDSTK 0 END WALL " TRUSS SEE I/S5,1 CONN. SEE 1,2/55.0 __ -� I/8 I"-i-I/ I/8" l"-I-I/2" ' 3'X3"XY8 PLATE W/ (4) 214X I" v ______t_i 1111 TEK 2- TOP, 2- BTM. PLACED ® /(2) 3/8"X 2-1/2" \I BTM. CHORD BRACE INTERIOR 4' 0/C ALONG TRUSS BEARING GRADE 5 MB [ I-1/2" SG. X 16 GA. SHEATHING BY G.C. WALLS (ALIGN W/ TRUSSES) - " T.S. z ^ y L2575 en_ 'nto lyes n Jegnto,dalWorraa 92583-5318 �` Phone:951.92'52504 Fax:9151 925.02441 Emait stkatatkmc.eom 0 -^ (2) 1-3/8" X 6" 18 GA. I - t lie./ \(/8" ((I) EA. PANEL) 'C' STUD 1- a _ _ __.._���9 TIP. 0 PANEL EDGES. STANDARD WALL PANEL CONSULTANT: % ^ ICBOtt4943P SEE I,2/S5.O FOR0 5/8" X 8" TIP. WALL PANEL O o y_ ----SA-ID-10 yA.B., 4" APART UNO Nom 0 \111 ^ 1/8" N I/2" 0 6" O.C. 3" X 6"X 3/16" P ® 4' 0/C MAX: f � � 110-13E (4) I/4" X 3-I/2' V WELDED TO 'C' STUD SEE 52.0 FOR ^ OF WALL PANEL Pl-o,rAx.f (g.: ) :-8S3gr \\\\ - p ^ MB. T JUNCTIONS LOCATIONS 2"X2"XI/8" ..'/ I/8" ^ �\\� I/8" 7�,�s f� � y8" 3" 0 = c-,4Fi'z.RASKtNr_NGWARTHLtMK;:E'i / \ ANGLE (PART r- LI ' "7 � op. ,. PRE-FAB BRACE) " " ^ fIN ;' i 4 4 .. ® I/8 C1/2 -2 � I �� TIP. SIDE WALL CNR. (TRUSS BEARING) CONTINUOUS ���ti -� SILICON CAULK SEE ARCHITECTURAL PLANS PERMETER 6 7/8" 0--k, \/ O �� I-I/2" SO. X16GA. 8' X16' NOM. I 8' X16' NOM. (2) 14X1" TEK FOR EXTERIOR FINISHESCONT. FULL HEIGHT 3/4" CHAMFER TIP. BRACE (4) 1/4" X 3-1/2" M.B: TYP. 0 - 1L -,___ . _ ° O EDGE OF PANEL. ti TO WALL CONN. PANEL JUNCTIONS. SEE 1/55.0 1-3/8"X4"X18GA. 'C' STUD TIP. ON FOR TYPICAL TYPICAL WALL PANEL WALL PANEL WALL PANEL CONCRETE PRE-FAB WALL PANEL WALL PANEL SEE 2,6/55.0 TYP. WALL PANEL SEE 1,2/55.0 SEE ARCHITECTURAL -- .. FOR SECTION ELEVATION VIEW SEE 8/- ELEVATIONS FOR L P I-I/2' X I/8" TACK a � U.N.O. ti - EXTERIOR FINISHES. WELDED TO BTM. FOR CONN. o PANEL JUNCTION SEE 10/- OF 5/8" M.B. T�,.SS TO WALL 0 PA\EL MID-POINT BTM, C-OD BRACE TO E\D WALL 21 -OLDOW\ 0 CO \.E� 17 ROOF/T ,�SS/WALL CO.\\. 13 9 C, ST,D TO WALL FAME 0 EDGE VERT. 5 A\C-0R PLATE DETAIL 1 (PLA\) TYP. TRUSS BTM. FOR ATTACHMENT OF INT. SHEATHING ROOF PANEL TYP. 4 D TRUSS TO WALL BY G.C. I I/2" SEE 4,5,6/70, C(20398"X 2-1/2" I/2"XI"X16GA. T.S. DIA. BRACE ALTERNATE: WHERE NOTED I I/2 I I/2" 2"X3"X3/16" ANGLE GRADE 5 MB E 8/ 13/8" X 4", 18 GA. "C" STUD USE: I/2"XI-I/2" T.S. PROJECT FOR: 1"• - 2ND HD 7ESTT I I/2° OVER 2"X6"XI/8" • " /f� � PLATE TYP. ® `�r' DIAGONAL BRACE • - REQU/RED52.0STOP CHORD /,,,, ,1 � --- � -----1 I" SQ. X 18 GA. T.S.- - I l PANEL EDGE CITY aADD COUPO A.B. y TO EXTEND TO SECOND I o o r ////� '� �' WHERE TRUSS -i l HOLD DOWN o . vOCCURS Y 3a + 4c �- + + No_is 4a =0 \ l A \ A Illi 0 3 Y X i6 F'L EA. SIDE OF ,� k\ I-1/2" SQ. X 16 GA. (4) X14 X I" TEK M \ i 1.21..' USE MFG: SPECIFIED TYPE �" m 2' O/C FULL � � 1-3/8" X 6" XIS GA. AND QUANTITY OF FASTENER 6 VERT. WEB li " LENGTH OF TOP I 1 '///i//� ► i C" CHANNEL TYP Y PROJECT NAME: TRUSS W/ 3/8" X 2 1/2 MEMBER ® SPLICE CHORD ICBG #4943P. Z M.B. ® EA. SIDE OF SPLICE BTM. CHORD BRACE y V ��/ V 6 _ AS NOTED ON 55.1 q 1} 1. 1 ; I/8" / I/8" / SEE 20,21/55.2 g" t' _ R - S A l ICS \ (4)- 3/8" M.B. " " : 1/8" x1/2" m 6" O.C. 3'-111/4" 3 XI �"X� PLATE 410°5 b �f 7 1 � X 18' DEEP 'HEADED' m VERT. WEB . - O � 4 ` '67th B❑LT CS/FIV) SSTB28 6 ® 2 O/C (STAGGERED) " " " " 11 ► m SPLICE o m TOP CHORD OF TRUSS I/8 /1"02" I/8 ✓I m2 ,r, f f , 5075 D,NCAI\ CAVON ' D. CS/HD10 �) ° o ° ° (PART OF PRE- �� V e 70N -A\ A, C A. \ \ FAB TRUSS) 3b la,‘ ., VARIABLE o ° �7,... 3 y" X " P �- 1411116 1161N-111 ° EA. SIDE OF TRUSS WALL PANEL *------- 1 (- _J �- W/ /8" M.B. m TYP. TRUSS �� 8' X l6' NOM. WALL PANEL BTM CHORD 3 (BEYOND) < 1'-4" X 1'- 4" X 1'-4"� � .;.: , 11/2" EA. SIDE OF SPLICE SEE 3/S5.0 J 1-3/8" X 6" X 18 GA 'C' STUD ( 2'-0" X 2'-0" ) 's..':,:•., AS NOTED ON 55.1 55.4 ® SEE ARCHITECTURAL TYPICAL ON TRUSS-BEARING Simpson Strong-Tie - . 1 1/2" --� TYP EDGES 2 0/C. SEE ELEVATION FOR siHDio ❑R siHDis - WALLS NON TRUSS-BEARING 1,2/S5.O. FOR WALLS SEE EXTERIOR FINISHES. WALLS USE SINGLE 'C' STUD 9/S5.2 FOR PLAN VIEW. ROOF PA\EL TO TR..SS CO\\.. -7„SS TO WALL 0 PA\EL J"\CT 0\ PE-FAB WALL FAN/E DETAIL -OLDOW\ TO C ST,D (TYP.) 22 TC ST.3 TO WALL FAME 0 MID. VET 6 2 (BOLT) (ELEVAT 0\) TYPE I (14) ttl0 'TEK' SCREWS (S/HTTI4) P 9 TYP. TRUSS ® 4' O/C SHEATINTERIHING NG R I-I/2" SQ. X 16 GA. ROOF PANEL TY T.S. EDGE VERT. Q SEE 1/55.0 3 y" X 9(6" PL EA. SEE 4,5,6/55.0 (2) 1-3/8"X4"X18 GA. 'C' STUD (I) BY G.C. I-I/2" SQ. X 16 GA. T.S. SIDE W/ 3/8" X 2 1/2" " ® EA, PANEL SEE 1,2/55.0i x, t I-I/2 SQ. X 16 GA. MR'S o EA. SIDE OF 1/8 V I o 2" I/8 / I o 2" T.S. BTM. HORIZONTAL 11/2" 11/FT2" L 'l/7✓///I�T\\SV - SPLICE I 2" II/2" - I AS NOTED ON S5.I _ AND S/6.0,1 //St' )�:����\�J I . , ,, ■�� 2"X3"X3/16" ( _ X ( ANGLE OVER 1/8 ' I/2"XI" ° ° ° WASHER 2"X 6"X I/8" MUST BE (4) rt14 X I" TEK PLATE J����� (2) 3/8"X 2-1/2" DIAGONAL BRACE '11111111111 INSTALLED - - m 2' O/C FULL TYP. � TRUSS GRADE 5 MB SIMPSON ► HERE CONN. ® © ISSUE INFORMATION: 6" TOP CHORD STRONG-TIE LENGTH OF TOP S/HTTI4 1,,,,N,\I/ ' � CHORD DATE: INFORMATION: 1-3/8" X 6" X 18 GA. PLAN CHECK (4)- 3/8" M.B. 1" I/81 / " I/8" i t�/�s/as I I/2 SQ.X C" CHANNEL TYP A REVISION 0 VERT WEB 16 GA. T.S. 014 8 I/8" \I/2" m 2' REVISION ECK a "o SPLICE l l WEBS. ®i 1 ___ ...._._i ! I-I/2" SQ. X 16 GA. rlc. CHECK ICBO #4943P. � MARCH 2006 3 Y" X" 46 PL ' IIIiiIiT.S. EDGE VERT. f MAY 2006W/ / M.BO BTM. CHORD BRAGS 3"XI 2"X8" PLATE 3 8 6" ® 2' 0/C (STAGGERED) REVISION c I c K EA. SIDE OF SPLICE AS SEE 20,21/55.25 1/8" I/2"-2 u - MAY 18,2006REV!SiON ® TOP CHORD OF TRUSS �,■_ NOTED ON 55.1 T SSTBI6 FOR S/HTTI4 (PART OF PRE-FAB �� ir ANC. `42006 HDR/CMU/WALL ICBG 4 35 CONN; tRELLiS f WAL _. Mr AND /6. ,I r_e_ TRUSS) I/8" / ��� CSON 1 I VARIABLE ; "M • ll Q r 1 g i O �� 1111 O oil 1 I I I O . 8'X16' (NOM) WALL PANEL -- 11/2 TYP. TRUSS TYP. WALL PANEL SEE 1,2/55.0 / 1-1/2" SQ. X 16 GA. 1 1/2" ALL HOLDOWNDS AND AND ASSOCIATED SEE 3/S5.0 SEE ARCHITECTURAL T.S. BTM. HORIZONTAL ANCHOR BOLTS PROVIDED E S5.4 FOR SECTION ELEVATION VIEW SEE I0/- ELEVATIONS FOR B INSTALLED BY G.C. FOR CONN. o PANEL JUNCTION SEE 5/- EXTERIOR FINISHES. O GOOF PA\EL TO TR,SS CO\\ F TR"SS TO WALL 0 PA\EL LCT 0\ S-SET INFORMATION: T "SS SPL CE DETAIL 23 S/-TTI4 -OLDOW\ DETA L 19 I5 II C ST,D TO WALL FAME 7 FAME WELD DETAILS TYPE I 3 PROJECT NO.: (TEK) (PLA\) SCALE: AS NOTED BTM. CHORD BRACE RUNS LENGTH OF BUILDING PERPENDICULAR -1,-- TIP. TRUSS CHORD -4- 1/2" X I" DATE: D=CEM3ER 2, 2005 TO TRUSSES. SEE TRUSS LAYOU PLAN (53.0) FOR LOCATIONS - OVER 3"XCX1/8" (TOP OR BTM) DIAGONAL PLOT DATE: TYPICAL PLATE (2) 3/8"X 2-1/2" BRACE DRAWING NAME: (4) 3/8" X 3-I/2" TYP HEADER 3"Xl1"X3/16" TYP. TRUSS INTERIOR TYP. GRADE 5 MB I/8" _ 01/8" V WALL TO HEADER SPLICE PLATE 4' 0/0 ' SHEATHING BY G.C. TOP CHORD. SEE 3/55.0 , S5.I p ,,,, CONNECTIONS EA. SIDE / v SEAL: TYP, EA. SIDE 3"X4-I/2"XI/8" ENG. CALC.S MINI I OF BTM. CHORD 0 (PART OF PRE- � _ QROFEssroNq< SPLICE LOCATION FAB BTM. CHORD % " ����oP�ti�H. Rys��yci BRACE ,: � f � I-I/2 SQ. X 16 GA. � No. c 057577 m 3/8"X2-I/2" M.B. T.S. HORIZONTAL EXP.12/2007 (6) TYP. ® BTM i a�,,,,,/ i I-I/2" X I A. �_ I/8" (/ *, 5 crv\07 N. TYP. WALL PANEL SPLICE // SQ 6 G II 14'-O" AFF LOCATIONS \\, �� o T.S. VERT. CAL-\ °BTM. CHORD W A ELEVATION \\/ BRACE TIP. �} O - " TYP. WALL PANEL TYP. HEADER / i, SPLICE LOCATIONS F- 1/8" 1/8" I I/2 SQ. X 16 GA. SEE 2/S5.0 SEE 7/S5.0 �NN T.S. HORIZONTAL SHEET TITLE: i�ii� __ _...�____ .... __ _.______ _______.___.�_.._.__ __-_----_... ._____ TYP. " * " "���� �' I/8 V 1/8 / 1/8 / D _ _ (4) 3/8 X 3-1/2" All ///�� \ TYP.® WALL TO Pr _ , � J�p ' I/2"XI" HEADER (2) 2"X6"X18GA. 'C ^Ot, ;\/\// TIP. SIDE WALL 0 CNR. ( BUSS BEARING) _ DIAGONAL D - A S CONNECTIONS ON WALL PANELS TIP. AT %\moi ��% ill' BRACE EA. SIDE O EA. SIDE OF HEADER. SEE ARCHITECTURAL PLANSWALL PANEL ` " �� FOR EXTERIOR FINISHES --4---)h- (BEYOND) 1/8" 13/4 'O/ (4) I/4" X 3-I/2" M.B. TIP. @1-3/8" 6" " I/8" 3/4" /� 1 1/2" X 16 GA. T.S. X X 18 GAC STUD USE (2) 13/8"X6"XI8GA 'C' I SQ. X 16 GA. T.S. PLAN O PANEL JUNCTIONS. SEE TYP. WEB MEMBERS TYP 0 EDGES E 2' 0/C. SEE ON TRUSS BEARING WALL OF I" SQ. X 16 GA. T.S. SHEET NO.: I,2/S5.0 FOR TYPICALS 1,2/S5.0. FOR WALLS SEE APPARATUS BAY TRUSS BTM. CHORD 9/S5.2 FOR PLAN VIEW. TRT WALL Cay PA\EL N/ D-P I\T S ,. 2 ..SS 0 0 NEADETO WALL CO\\. 2L BTM. C-OD BRACE TO TR"SS 20 WALL PA\EL LCT 0\ 0 CO.\E16 TYP. WEB TO C-OD CO\ . 12 -ELEVAT 0\ 8 FRAME WELD DETAILS TYPE I L DRAY,ING NUMBER 4077 L\ "of 66