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Plans •• .. - • • I I •' • • "• • • • • • • • • • •• • .• • • • • • . .. • • •• • • • • ,,'i_ I • • • • • • . • . • . • Q • } CITY OF TIGARD ,,��..((__ % Approved 1 • . • • . • . • . ¢ �% • • • • • • • • W Conditionally Approved • • • • • • • • • `` • • • • • • • • • For only the wo described in: • • • • • • • • • • • • • • ` _ n�� • • • • • ••• J PER T to °+' J � o See - to: Foll w U • AttEi ^h 1 T ... .. .Z to Z43D sue -u .lob - t -.._L- -. _�- • fit: _^�_ : ••• ••• •• • • 3 X ••• • Q • I- 18 9 8 6 I 18'9 J o Cr) m 0') t o CV ze ze• A -FW a J U I U - TRUSS COMPONENTS Q _ OF OREGON, INC. CORNELIUS, OREGON ~ - CO °D o ul � PFS SECT 25,1738 .�RD 25-17 1- a m "' `^ QUALITY AUDITED ■-■ m CC U W I- W a O CD I- CO cn o W 7 3 • O Q U Q 2 Y Q y Q RECEIVED CO 18•9 "8 -I— 6' I 18'9 "8 ° • k 43'7" 0 1 JUN �--i W 2 8 2002 w C11 Y OF 11 BUILDING nP1i »j JOB NO: 602219 PAGE NO: 1 OF 1 A \ ( • 1 (602219 WESTGATE BAPTIST CHURCH CLASSROOM ADDITION - A-FW) "� THIS DWG PREPARED FROM t!0 D PT I �A 6 Dj P1�NyS SUBMITTED BY TRUSS MFR. A � TOP CHORD 2x6 HF #2 80 MPH WIND. Igr.�€ .. T MEAN HCO,ASCE 7 -13. CLOSI? ) BLDG. LOCATED o BOT CHORD 2x6 HF #2 ANYWHERE IN RO&.: 5a MI :ROM COAST. CAT I. £XP'C. WIND TC DL -7.0 WEBS 2x4 HF Standard PSF, WIND BC DL -7.0 PSF. di :M25, M26. M27. M28, M29 2x HF #2: SEE DWGS A08015EN0699, GBLLETINOb99, & GBLBRSTFO699 FOR MORE IN LIEU OF RIGID.CF USF„PURefil$: TEANAGe BC @ 24.00' OC • • • • • • • • • • • REQUIREMENTS. •10 PSF BC LIVE LaAS P_R UBC.. • • • • • • • • • • ••• DEFLECTION MEETS L /360.00 AND 1/240.00 TOTAL LOAD. • • • ••• • • S. •• • • • • •.• •.. •• • • • • ..• • • • • • W5X7 I9 W8X8 E3 _ 1.73 7 1.73 _ J !;19 I 1 0 - - J.r.10 __I��,1,1,I�1I ( I{ 5 -8 -4 6 -5 0 t ' I 1 • • ' .., ., W4X5 (B1) m W8X8 E W5X7 s • 0.10.8 YAK TRUSS CO\%il)r^.. F'[N,'.'S • 14'e4e niD, l ea 1.l OF OREGON iN'•NC. 38_6- 9 CORNELIUS, OREGON 5- - . PFS U.B.C. STANDARD 25 -17 Fc SECT 25,1736.4139 43 - 7 - 0 Over 2 Supports QUALITY AUDITED R -106 PLF U -14 PLF W- 19 -3 -0 R -I00 PLF U -11 PLF W- 19 -3-0 Note: All Plates Are W15X3 Except As Shown. ALT TYP. WAVE TPI-95 Design Criteria: TPI(STD) /UBC• 14$' Y:1 OR /- /1 /- / - /R /- Scale - .125 " /Ft. **WARNING** BRACING. • REFER TO HIB•93INSTALLING AND BRACING). REQUIRE (HANDLING I N S B I � N G ) . I 11 PUBLISHED BY TPI INSTALLING (TRUSS PLATE LATE d ) TC L L 25.0 PSF (� REF R7I75 -64019 INSTITUTE. 163 D'ONOFRIO DR.. SUITE 200. NADIS01. WI 63119). WON SAFETY PRACTICES PRIOR TO T C DL 10.0 PSF DATE 06/25/02 PERFORMING THESE FUNCTIONS. MESS OMAN'S( INDICATED. TOP CHORD SNAIL HATE PROPERLY ATTACHED STROCTURAL PANELS. BOTTOM CHORD SHALL BATE A PROPERLY ATTACHEO RIGID CEILING. Jun • 0 **IMPORTANT** FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ARY DEVIATION FROM THIS DESIGN: ANY FAILURE TO . • .. 'C DL 10.0 PSF DRW YAUSR1175 02176176 BUILD mow THE TRUSSES COTHISMDESIGN OR TB PROVISIONS (NATIONAL INSTALLING ESIGN 1I'' r / L L 0.0 PSF WA - E NG /DT ALPINE ■ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND NI. ALPINE CONNECTORS ARE MADE OF 20GA MN A653 GRAO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 45.0 PSF S E 0 N - 140341 EACH FACE OF TRUSS. AID UNLESS OTHERNISE LOCATED ON THIS RESIGN. POSITION CONNECTORS PER GRATINGS 360 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E(P. 8 30.•4 DUR . FAC . 1.15 FROM DAB LLuugg RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT RESIGN SHOWN. THE SUITABILITY ARO OSE OF THIS A98371 COMPONENT FOR ANY PARTICILAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 ° AISI /TPI 1.1995 SECTION 2. f. (602219 BAPTIST CHURCH - CLASSROOM ADDITION - B) THIS DWG PREPARE I�I ELOAbs s 0 SUBMITTED BY TRUSS MFR. • y TOP CHORD 2x6 OF-L 2400r -2.0E ** *LOADING ON jR1S JRUSS;CAL(�•IILPATED B+I( dO8- DE AND MODIFIED BOT CHORD 2x6 DF -L 24001' -2.0E BY TRUSS FABRICATOR.** • • • • WEBS 2x4 HF #2 :W1, W3, W5, W7 2x4 HF Standard: � :W6, W8 2x4 DF -L #] &Bet.: 80 MPH WIND, I5.00 FT MEAN KT, 4 CJ 7 -93. CLOSED BLDG, LOCATED ANYWHERE IN Roof., H I• Film CpASj! Cj1T; „E /P;C, WIND TC DL - 7.0 PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. PSF, WIND BC DL-D.6 la. • • • • • • • • • • • • • • • • • SPECIAL LOADS • • . • • • • ••• (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (LUMBER DUR.FAC. -1.15 / PLATE DUR.FAC. -1.15) TC - from 70 PLF at -0.88 to 70 PLF at 43.58 IN LIEU OF RIGID Q61LINa•US $ROLE BC Q 24.00' OC • BC - From 20 PLF at 0.00 to 20 PLF at 43.58 • BC - 800 LB Conc. Load at 21.83 CALCULATED VERTICAL; DEFLECTION 16 0.81% Dl1E T0 LIVE LOAD AND 0.47' i DUE TO DEAD LOAD AY X = -0%. DEFLECTION MEETS L/360.00 LIVE AND 1/240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. • • • W5X7 IS W5X7 W5X7 Ea WBX6 er W5X7 BS 4!6X10 (85R) W3X5 W3X5 Ea 1.73 _ _ � I 0 -10-8 ��� 5.8 -4 6-5 -0 W15X3 III W3X5 as W4X7 a HS410 Ta W5X7 ® W5X12 0-10-8 HS512 W5x5 TRUSS COMPONENTS • OF OREGON, INC. 7-5-15 7 -2 -2 7 -2-1 8 -4 -0 8-4-0 5-1-0 CORNELIUS,OREGON 7 -5 -15 7-2-1 7-2-1 8-4-0 8 4 -Q 4 -9 -8 ! .. p U.B.C.STANDARD 25-17 • 38 - • 5 - 1 -1 ® SECT 25,1736 & 39 f c a i QUALITY AUDITED 4 3 -7-0 Over 2 Supports • R - 2439 U - 290 W - 5.5' R - 2345 U W - 3.5' PLT TYP. High Strenq h,WAVE TPI -95 Design Criteria: TPI(STD) /UBC T � =r. ,. ..WARNING" OR /- /1 /- /- /R /- Scale - .125 ° /Ft. ••WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AID ` BRACING. REFER TO NIB-91 (IARDLIRG INSTALLING AID BRACING). PUBLISHED BY TPI (TRUSS PLATE - 15038 I TC LL 25.0 PSF REF R 7 1 7 5 - 64 080 INSTITUTE. 683 D'OBOFRIO DR.. SUITE 200. MADISON. WI S3719), FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE Ob/25/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CRORO SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED 61610 CEILING. ' Jun 5 ' ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO IRE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' DL 10.0 PSF DRW WAUSR7175 02176177 Y e PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY VITIATION FROM THIS 000161: ANY FAILURE -TO 6� ' � BUILD THE TRUSSES IN CORFORNANCE BETH TPI; OA FABRICATING. HANDLING. SNIPPING. INSTALLING AUG '2 - 6 / � y :C L L 0.0 PSF WA-ENG /DT `' L11111I� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN ��l SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAVE OF TOGA MG A643 6840 GALT. STEEL. EXCEPT AS ROVED. APPLY CONNECTORS TO tt��II�� � � TOT . L D . 45.0 PSF SEAN - 140477 ORANINGSE16600 TRUSS. UNLESS OTHERWISE TDRAWINGTINDICATESSACCEPTANCPOSITION OF DT PROFESS IONALL ENGIIEERINB GACP. v1IWY RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF TBIS D UR • F AC . 1.1 5 FROM DAB IVE d COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUELOIRG DESIGNER. PER SPACING 24.0" ANSI /TPI 1-1996 SECTION I. I (602219- WESTGATE BAPTIST CHURCH - CLASSROOM ADDITION - C) (::::_-_- • •• •• •• • • • • •• THIS OMB PREPARE; 1,01 �DMP ;fit DAT /LOA& 1 AMEN :141S) SUBMITTED BY TRUSS MFR. 1 TOP CHORD 2x6 HF #2 :T1 2x6 HF SS: * *•LOADING ON IH;S 7RUS4 CALCULL1TEO Ift'• 308 DE61GNER, AND MODIFIED BOT CHORD 2x6 HF SS BY TRUSS FABRICATOR * ** WEBS 2x4 HF #2':W1, W3, W5, N7 2x4 HF Standard: ' ' :W6. W8 2x4 DF -L #1&Bet.: 90 MPH WIND, 15.0+0 FT•MEAN M AlIE 7 -23, CINED BLDG, LOCATED ANYWHERE IN ROOC, b HiI'ROM•COAST► CAC I. NEXP e. WIND TC DL -7.0 • PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PSF, WIND BC DL-;1.D P • • • • • • • • .• • • • • • ••• SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (LUMBER DUR.FAC. -1.15 / PLATE DUR.FAC. -1.15) TC - From 70 PLF at -0.88 to 70 PLF at 43.58 IN LIEU OF RIGID t�fll • USPE fURLI4lSt BC @ 24.00 OC BC - From 20 PLF at 0.00 to 20 PLF at 43.58 • • • • • • • • • • • ••• ••• •• • • DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. CALCULATED VERTICAC DEF�EC1'Lp CS b.:9C OZ&I LIVE LOAD AND 0.55" DUE TO DEAD LOAD AT X - 16 -0 -0. 10 PSF BC LIVE LOAD PER UBC. • • W5x7 a W5X7 W5X7 Ea W4X5 Ea W5X _ 1.73 W5X12 (65R) ftW3X5 W3X5 a( 1.73 _ i 1. 0 -10 -8 1 W: ( 1 / 5-8-4 6 -5-0 I ` ! _� I W15X3 M W3X5 s W3X5 Q HS410 s W5X10 = W4X5 s W4X4 a • D..B H541 a TRUSS COMPONENTS 7 -5 -15 7 -2 -1 7-2 -1 8 -4 - 0 8-4-0 5 -1 -o OF OREGON, INC. 7 -5-15 7 -2 -1 9-13 7-2-1 8-4 -0 8 -4 -0 4- CORNEIIUS,OREGON L_ 38 _I_ 5 - 0 j PFS U.B.C. STANDARD 25 - 17 EKE SECT 25,1738 & 39 43 Over 2 Supports >I QUALITY AUDITED R -2037 U -940 W -5.5' R -1947 U -860 W -3.5' PLT TYP. High Strength,WAVE TPI -95 Design Criteria: TPI(STD) /UBC ,` >.� .. _� le Y:4 OR / /1 / / /R /- Scale - .125' /Ft. ^YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. WANDLERO. SNIPPING. INSTALLING AID - um N =s TC o L L 2 5 . 0 PSF REF R7175-64081 BRACING. REFER 10 NI8•91 (NANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, NE 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING ENESE FURCTIORS. DBMS OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED TC DL 10.0 PSF DATE 06/25/02 STRUCTURAL PANELS. BOTTOM CROW SHALL HATE A PROPERLY ATTACHED RIGID CEILING. Jun 25 '0 ...IMPORTANT.* FURNISH A COPY Of THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW MAUSR7175 02176178 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ' BUILD THE TRUSSES IN CONFORMANCE 11TH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND W - ALPINE SPECIFICATIO USSES. NED T BY 0(1101 • S T ICAN A PAPER ASSOCO M. (NATPIIF OESIW t B C L L 0.O PSF WA - E NG /DT CONNECTORS ARE NAVE OF YUNA SSTM H SKID GATE. STEEL. EXCEPT NOTED. • APPLY CORRECTORS 10 T OT . L D . 45.0 PSF S E ON - 140495 EACH FACE OF TRUSS. AND UNLESS OTHERWISE ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .�A� �� DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s '04 D UR . F AC . 1.15 FROM DAB Yrrall RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0 ° ANSI /TPI 1.1995 SECTION 2. g ...0.■■■■■■■■■■ - • -.. .- - - .:' " - • . ASCE 7 -93: 80 MPH WIND SPEED, 15' MEAN HEIGHT, EN:CLCOEIX,' I :T 1.06, :EXPbaURE C ••• • • •• •• •• - • • • • 2 X 4 GABLE 4ERTICAL BRACE NO (1) 1X4 Z ' BRACE • (1) 2E4 L" BRACE • (2) 2X4 "I,' BRAES •• (I) 2E8 Z" BRACE • (2) 2E8 `L" BRACE •• • SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP 0 GROUP • GROUP B U1 SPF #1 / �2 4' 2" 7' 3' 7' 6` 8' 7' 6' 9' 10' 2" 10' 8" 13' 5" ' 18P 40"'� :l4' 08 ~• 14 .t p ' a BA�Ol GROUP SPECIES AND GRADES: 1 4' 1 , 8' 9" 8' 9" 8' 7" 8' r 10' 2" 10' 2' 13' 5" ;9', " -' 14 0: i 14 ' : • • Z 43 0 U HF STANDARD STUD 4' I" 8' 9" 6' 9' 8' 7" 6' 7" 10' 2" 10' 2" 13' 5` S 3' b" • 14' Oa • 14' 6'' f • • GROUP A: 11 4' 1" 6' • T " • J .!L • . -1; MINIM 11M R6!! -PDT ' 9' S' 9" 7' 8" �' 8' 10' 2" 10' 2' 11' 11 SI 11 14' 0 14' ST ANDS I /Z I ,,,, I 1.-. #1 4' 7' , 7' 3" 7" 9" 6' 7" 9' 3" 10' 2" 11' 0' 13' 5" 14' 0' 14' 0' 14' 0" #3 5741) IS STAND SP #2 4' 6" 7' 3" 7' 9' 8' 7" ' 9' 3" 10' 2' 31' 0 13' 5" 14' 0' 14' 0" 14' 0' / 4' 3" 8' 11" 8' 11' ' 8' 7" 9' 0" 10' 2' 10' 9" 13' 6' 14i 44 • l4` V. 14 0`1' i •DOGLAS TER-LARCH soT/THERN PINE U C DFL STUD 4' 3' 8' 10" . 6' 10' , 9 7" 9' 0" - 10' 2` 10' 9" 13' 5" 14' 24' a- — z4.:0-; • : ' . 43 STUD 13 STANDARD 4 2 5' II' 5' 11' 7 10" 7' 10" 10' 2' 10' 6" 12' 2" 12' 9" •4' 0 '• } 4M b' • • • F■4 #1 #2 4' l0' 8' 3 8 6 9' 9" 10 1" 11' 8" 12' 0" 14' 0" .14' 4 4 . ," :. -� us) �� ARD r:14 6 SPF STUD 4' 6' 6' 3' 8' 3' 9' 9" 9' 9` 1 8' 11' 8" 14' 0' 14' 0" 14' 0" 14' 0" • W HF STANDARD 4' 8 *---- 7' 1" 7' 1" 9' 4" 9' 4" 11' 8" I1' 8" 14' 0' 14' 0" 14' 0' 14''0" GROUP B: # 5` 3" 8' 3" 8' 11" . 9' 9" 10' 7" 11' 8" 12' 7" 14' 0' 14' 0' 14' 0; 14' 0" HIZV -FIR 7. SP #2 5' 2' 8' 3" . 8' 11" 9' 9" 10' 7` - 11' 8" ' 12' 7" ' 14' 0' 14' 0" _ 14' 0" 14' 0" I #1 11 I W Cc) 6 4' 11" 8' 3` . 8` 6" 9` 9' 30' 4 ' 11' 8' - 12' 4" 14' 0" 14' 0" 14' 0' 14' 0' a i" DFL STUD 4' 11" ' 8' 3" • 8' 5" 9' 9" 10' 4 11' 8" 12' 4 14' 0' 14' 0" . 14' 0' 14' 0" DOOCLAS FIR -IARCE GQ STANDARD 4' 10" 7' 9" 7' 3' 9' 7" 9' 7" 11' 8" 12' 0' 14' 0" 14' 0' 14' 0" 14' 0' 61 I 01 I U S P F ' # #2 5' 2' 9' 1" 9 1" " 10' 9" 10' 9" 12' 10' 12' 1 " 14' 0 14' 0" 14' 0" 14' 0" VL+ STUD 5' 2" 9' 2" 9' — 1" 10' 9" 10' 9" '12' 10' 12' 10" 14' 0" 14' 0' 14' 0" 14' 0' ' �/ O ! li' • STAND 6" 2' 8 2 8' 2" _ 10' 9" 10' 9" 12' 10" 12' 10' , 14' 0 14' 0" 14' 0" 14' 0 GABLE TRUSS DETAIL NOTES: X #1 5' 9" 9' 1" 9' 10" 10' 9" 11' 7' 12' 10" 13' 10" 14' 0" 14' 0' Qi SP # 5' 8" 9' 1 9' 10" 10' 9" _ 21' 7` 12' 10' ]3' 10" 14' 0" 14' 0' 14' Cr SCE LOAD DID?7SCRON LWll�1A LS 1/140. (V #3 5' S 9' 1" 9' 7' 10' 9" 11' 4" 12' I0' _ 13' 8" 14' 0' 14' 0" " 14' O' PROVIDE 'O�l)p! 49NRS(7•IONS FOR 80 PiF OVER DFL STUD 6' 5" 9' 1' _ 9' 7' 10' 9" 11 4 12' 10 13' 8" 14' 0' -- 14' 0 VI 14' 0' C00S C QNN G (5 PSF TC DEAD LOAD). STANDARD 5' 3" 8' 6 8' 5' 10' 9" 1r 2 12' 10' -, 13' 3` 14' Cr 14' 0 " 14' 0' CABLE END SUPPORTS LOAD PROM 4' V 8YI011(.� 01111.001[1129 21711 2' 0" OVERHANG. .OR 12' PLYWOOD OVERHANG. l � GABLE TRUSS I l) C ATTACH EACH t' BRAGS WITH 104 NABS. i END ZONES ,� LIX /El 08 881'!101 IN 1 a FOR (1) Z' BRACE: SPACE NAGS AT 2' O.C. DIAGONAL BRACE OPTION: + i 8' AND 4' O.C. BETWEEN ZONES. VERTICAL LENGTH MAY / C •w FOR (B) Z" BRACl�S: SPACE NAILS AT 3' O.C. DOUBLED WHEN DIAGONAL !.��� IM lb' END ZONES AND 6' O.C. BETWEEN ZONES. IS Ono. CON NEC, . y � C 7.' BRACING 1815! <IB A IIDlH1DH OF 80X OF WEB DIAGONAL BRACE FOR 480/ AT EACH END. MAX W® B' CE •; �! l '"" "' TOTAL LENGTH L9 14'. '; GA LE VERTICAL PLATE SIZ1� 2(4 sm. IS OR B8r17D3 DIACONAL I Vl'>lncu LIDNGTe NO SPLICE; ■ LESS THAN 4'0' 124 OR 2101 IN TA B L E LEWIN SHOWN P OR SIEDImp�r . r C MEUSE �N 1 SW W 2Xa IN TABLE AHOVR. OR DO'OB Col (AS �� UPPER END. ' ■� i■�: ' �■• �� v1 GREATER THAN T1' Nl' 2.524 ••1TINUOUS .� ::...., 4. ZZ$FER TO COMMON 1'.81)5.9 DREGS FOR PEAL SPLICE, AND HITEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPODPI OF VETIIC.AL WEB. THIS DRAWING REPLACES DRAWING A8015E • +*VARNINGaa TRUSSES REQUIRE EXTREME CARE IN FABRICATING, H JVLING SHOPPING - REF ASCE- GAB8O15 INSTALLING AND BRACING. REFER TPI HIB -91 (HANDLING INSTALLING AND T ;RACWG> PUBLISHED BY TPI (TRUSS PL ATE INSTITUTE, 587 D'ONEERIO IAA. SUITE 200 MADISON VT. 53 rot DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE F U N CTIONS. UN IITF INDICATED. rM' TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SHALL V_ ��YY��.. HAVE A PROPERLY ATTACHED RIGID CEILING ��s.�L► DRWG A08015EN0899 :aII1Pt]FNTAN7>s• FURNISH A CINDY OF THIS DESIGN To THE TNSTALLATEH CONTRACTOR. ALPINE , )k ENGINEERED PRODUCTS SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNOs -ERG AS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, LRR FABRICATING, HANDLING. SHIPPING, INSTALLING AND TRACING OF TRUSSES DESIGN =roans WITH APPLICABLE PROVISIONS Or NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 1 . TRUSS C�R L: � d 1 IV•! E� i U 1i TH A653 0840 GALV. STEEL EXCEPT AS NOTED. APPLY NN Y CONNECTORS TO EACH FACE OF 1 �.' TOT. LD. 80 P3F ACPWE INC. RAWIC. TRUSS A NGS HD LAO UNLESA -L S NNE OTHE ISE ON T LOCAT HIS ED O W N ING I THIS NDIC DESIGN, ATES POSITION CONNECT DF ORS PER i - !lT �, / p i. D ACCEPTA PROFESSIONAL I \ POMPANO BEACH, FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW THE ANY RRESF SIBILITY Or NC BU DE PE R N I 2995 2, F � c/ 1,,,, OS I' O MAX. SPACING 24.0" CORNEL1 JS, GREG . a "� t I g !` C T 4 , JD ARD 25- 7 ® SE 25,1738 & 39 QUALITY AUDI ■ • •• • • • • • • • • • • • GABLE DETAIL _ • • : ••• •• • • • • • • • • • • • • • • 2X4 T 1 GABLE VERTICAL PLATE .S• • • • • • • • MEMBER AVID © FOR LET -IN VERTICALS LENGTH �' 1 � G • I$3S THAN 4' 0' 1X4 OR 873 2X8 . it GRE,A17S THAN 4' o'. But' li GREATER THAN 14' 6' LESS THAN 11' 8' ERA ' • . 7 H1� • • • 4 • AIL • • • • G _ 2.6X4 ( • 1 • • • • • ►;,,t • . ' ® REFER TO ENGINEERED TRUSS DERCli F P EAK, • • • • M irl SPLICE, WEE AND HEEL PLATES. • • • �� • IF GABLE VERTICAL PLATES OVERLAP, USE A 70 CONVERT FROM 'L' TO 'l' REINFORCING LIMBERS, SINGLE PLATE TO SPAN THE WEB. V MU�y. �j' F4 OR BY LENGTH (HARED ON GABLE 111111 �4 O H Xmin 2X4 • • • • s 8 C1 . GRADE AND SPACING) Fox (1) • • • II ZJI t' , A. OBTAINED FROM TEE L ENGTH i ,. • ' hp . r 2X4 L] 2X8,. • ' t lirThP DETAIL FOR ASCE OR GABLE • \ ••• e 1 i00A$• • MAXIMUM =OVA= 'Y REINFORCED CABLE VERTICAL L1NGTH }5 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T' REHM. - s ABLE AND NM /ABR. SIZE 110 MPH E:4 10% 10X © 15 FT 110 KPH 2x8 _ 40 % CCI 30 X 60 X �, , / . 2x4 10 E. 90 FT Ez8 60 z 60 x Iii r 61111111.1._ 100 KPH 2x4 10 z IO X �� 16 PT 2z6 SO X 60 X 100 KPH 2c4 10 X 10 X 0 O 30 FT 2:8 40 X 40 X 90 MPH 2x4 EO T. SO 7G PROVIDE CON2IET,T10 FOR UPLIFT SPECIFIED ON 26 FT 2x6 20 X 40 X RIGID SERATEDNO THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 ID X 10 X 4 • , i r1 ATTACH EACH "F RHDiPORCING MEMBER TH'H SO FT 2x8 SOX 20 X RAND DRIVEN RAILS: BO KPH 2z4 io H 20 X y. 10d COMMON TOENAILS AT 4' O.C. PLUS (4) 184 16 Pt 2x6 10 30 R R RF Y RF COMMON TOENAILS IN TOP AND BOTTOM CHOW. 110 MPH 2z4 20 10 7. GUN DRIVEN HAM A? 0." ': SO FT 2:6 EO f. 40 f. TOENAILS AT 4' O.C. PL X (4 TOENAILS IN TOP • T' 11PH 2x4 o 20 X EMBER AND BOTTOM CHORD. 1S 1T 2x8 0 20 z CABLE TOIDIAflS 70 MPM 2x4 10 20 X muss SPACED AT 'FER DETAIL TO BE USED B2TH TIES APPROPRIATE AIPIRE 30 PT 2x6 10 :7:::3=4 90 x 4' 0 .C. GABLE DETAIL POE ASCE OR 3BCCI WIND LOAD, r!frsvmo• 113CE GABLE DETAIL DRAWINGS ASCE WDtD SPPSD a 100 KPH A11015EEI0899, AIOOI6EII0499 AEN10I8EN08BB, ADBO16P1N0899, AII'TO1SEN0899 AMP I+ T ROOF 8ffiOH'2 S0 F7 A110302310699, A10050EN0699, A090SOEN0899, 4080502N0699, A07030EN0699 SBOCT GABLE DETAIL DRAWINGS GABLE VERTI = 2 4 ' O.C s '?' R NEMBEII STLE 311015E140899, 3100152110809, S00016EN0899, S080152270899. 9070151210699 Y macs INCREASE (FROM ABOVE) 10X 1.10 3110301040899, 8100305N0599. 509030ET70899. 506030EN0699, 307030END699 � (1) PX4 V BRACE LENGTH 8' F. _ 4 TO'' it ,1 SEE APPROPRIATE ALPINE GABLE DETAIL (tam OR SHCC1 MAXIMUM Y REINFORCED GABLE VERTICAL LENGTH =LNG WIND LOAD) FOR MAXIMUM WHEINFORCED GABLE 1.10 a 6' F. 7' 3' VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GA1398117 878,719 & 11C26294035 ••VA(DNING•• TRUSSES REQUIRE EXTIIp1E CARE IN FABRICATING. HANDLING, SNIPPING, r REF LET -IN VERT INSTALLING AND BRACING REFER TO NIB - 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 583 D'6NDFRIO DR SUITE 200 MADISON VL 53 FUR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS pTI INDICATED DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ERLY ATTACHED STRUCTURAL P ANELS AND BOTTOM CFNORD SHA HAVE A PROPERLY ATTACHED RiGID CEILING aLMPDRTANirN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. aLPinE DRWG GHLLETIN0699 ENGDAT_RED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS un 25 '0 ALPINE DESIGN, ANY FAILURE TO THE TRUSSES IN CONFOREIANCE WITH TPI, OR FABRICATING, —ENG DLI /MAR HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. ESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAT PUBLISHED BY THE TRUSS COMPONEN 'S TR muac W FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA • TOT. LD. 60 PSP T U �UNLESSS OTHERLViSfELOOCAATTEDS(34 NOTED. DESIGN, P ECTCRS� (r A . - � � • . j � ' ,.'fin Ii ALPIN OMPAN EFRIDPROO RIDA N C. DRAWINGS 1 60 A -L THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �!! •'� P R. FAC, ANY OF ' D� �QN IN POMPANO 4EACFI,E�ORIDA ENGINEERING RESPDNSLBILITT SOLELY FOR THE TRUSS COUNT DESIGN SHOWN. THC _ RESP�IBILI OF BU ER` FOR NY AANSI/Tel 11995 SEC ION 2. N , MAX SPACING 24 -0" CORAfE(_US, ORE N II R r cT 17 VO SECT 25,1738 & 39 QUALITY AUDI D AS • COMMON RESIDENTIAL GABLE END WIND BRACING Fk�QVIIM S'IIRFENERS •. • • • • • .. 80 MPH WIND. 30 FT MEAN HGT, ASCE 7 -93, CLOSED BLDG, H LESS THAN 4'6" — NO STUD BRACING REQUIRED LOCATED ANYWHERE IN ROOF, I =1.05, CAT 1, EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. H GREATER THAN 4 "'h • 7'6e 1N • aNgT I • • • LATERAL CHORD BRACING REQUIREMENTS PROVIDE A 2X6; S'IItA'BAIItEEIdd[[A�' MIA— HEI(HT• BRACE STIFFBACK TOP: CONTINUOUS ROOF SHEATHING R EFER TO DRAWG A08030EN0699�5 •b � BELOW OR BOT: CONTINUOUS CEILING DIAPHRAGM SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL H GREATER THAN 7'6" TO 12'0" MAX: FOR LUMBER. PLATES, AND OTHER INFORMATION NOT SHOWN TO ROOF DIA V• Y 9 � * T BELOW OR ON THIS DETAIL. REFER TO DRWG ,.080 :0444 43 • • ••• • • • NAILS: 10d COMMON 0.148"X3") OR 0.125'X3" GUN NAIL I 2X4 BLOCKING NAILED TO 45° EA C ATHIN GA ND 4 ` � i1�� li R H ' �` � 8 2X4 STUD, #3 �� ®_ ®_ ®_ ®_ ® a ® .. OR BETTER DIAGONAL BRACE I j ATTACH EACH END FOR 58O #. • 11 ■ ■ ■ ■ 3�1 I ii ■ fa�,1 • — I ■ ■ ■ ■ , ■ ■ �� ■ ■ . ` >• 2XB 2 STIFFBACK ONTINUOUS BEARIN ATTACHED TO EACH • ,. STUD W/ 4 NAILS • • MS DRAWING REPLACES DRAWING 69469/GE 'QNVARHINGza TRUSSES REQUIRE EA CARL DI FABRICATING HANDLING _SHIPPING, INSTALLING AND DRACMXL REFER TO HIB-91 O4ANDJ NG INSTALLING W AND BR ACIN PUBLISHED TC I.I. PSF REF GE WHALER BY TPI (TRUSS PLATE p/�. INSTITUTE 583 D'D(WRIO DDRR.,,, SUITE 20Q mum mum VE S3719, FOR � _ SAFETY PRACTICES PRIOR TO PE FORIONG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. t0 ' •"o/•e. 08/25/99 , TC DL PSF DATE TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �`. ! HAVE A PROPERLY ATTACHED RIGID CEILING. '"`��C` ■ a IMPRTA ONT ■" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CCNNTRACTIDL ALPINE - a {.FL. O9VA . o •'. C DL PSF DRWG GBLBRSTF0899 ENGINEERED P RODUCTS. WC, SHALL NOT BE RESPONSIBLE FM ANY DEVIATION FROM THIS ALPINE DESIGI(; ANY FAILURE TD BUILD THE T R U SS ES W CONFORM VITH TP OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN COMrORNS 'ITN LL PSF —ENG SJP /KAR APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ FINEST AND PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA Ti ' • I ' D ' PsF TRUSS COMPONENTS S AMERICAN ` ASTM 8653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CDnp.IECTORS TO EACH FACE OF �. , ALPINE ENdNEERED PRODUCTS, INC. TRUSS AND O A -SS HE SEA ISE LOOSED AV THIS D ICA TE, A CCEP TN CENdN PRo ES PER OF ORE 4. J �:� � I R. FAO. _ OREGON, POMPAM 'BEACH. FLORIDA ENG EE MO RESPONSIBILITY SOI.E FOR THE G I TRUSS COMPONENT P A IGN � JV � N. ' ; i , INC. THE RESPONSIBILITY TIC BUILDING DESIGNER, PER AN 1 1-1995 SECTION R. � ��`�'� MAX SPACING 24" CORNELIUS OREGON •• ° RD 25-17 - SECT 25,1738 & 39 QUALITY AUDITED •