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r Truss Design Criteria: FBC 2004 /TF°I 1-02 Wind Design Criteria: ASCE 1-02 n TRUSS DESIGN LOADS ROOF Floor Top Chord live load : 20 - Top Chord dead load : 15 - Bottom Chord dead load _ L G Bottom. Chord live load : 10 - Total load in sf: 55' - Duration Increase Factor: 1 1.25 - Wind Design Speed: 140MPH Wind Desicin Exposure - ATTIC FORAGE TRU55€,5 APPROVED TRUSS ANCHOR BY BUILDER HEEL WEIGHT =4 1 /1 611 BOTTOM - 2x4 (min.) 12 TOP = 2x4 (min.) 512 Q 5 i ti a ' 21'6" 121611 9 jp� W luU U .I I I NO CANT. 74T THIS AREA ; I TRUES END DETAIL FIELD BRACING is not the responsibility of the truss fabricator, truss designer, nor �10IAtia mantlfac_iunmr Trliaa ar,e — . d MIN jai WIN 104, —. ATTIC STORAGE Oki ►� Approved ` Iu E (�IV TITLE: 4 o LL W- r :., •� 2 4 S. t0 4 _.0 = 60 - O 0 Dater I Q �Z��I�1 fu 63tq� YIK "o equested Truss Delivery"" o o' 0 o m-1 a 2 0 a � Fy--0TLL `� We must receive this approval 2-weeks prior to inn p O - Ft. Plwos - 2 -1029 re nested delivery week This Is authoizatton q Ft. Plena - Fex lFKW 49-JI- 11DQyZ Laudwdale - Fh. 19544%-62!1L � � ` to build and ship trusses the week specified K. K. Leudardals - Fax f%4X91-H18-T 5 9 � Ship Week of _ r vt o de ma and special deliver Instructions p p p y AtL a iL 0 a APPROl�)-3 AS NOTED ❑ p MAIN OFFICE: 2590 North Kings Wghaay, Fort Piarco, FL 34951 .� - REVISE �+,ND f2ESU8t"iIT ❑ 10100 W. sample Rad, suite a 326, Coral �' rl"gs' FL 33065 coDENEMARJG yea CONST. d DESIGN n' i2EG2UE�iTED COPIES EENNGINEERING PLACEMENT 3 SIMMONS RES RASIED SEALED ❑ QTY ❑ QTY LOT ISO FLAT SEAL ❑ QTY ❑ QTY VENTURE OUT N ea,," xwwar: ne wreee .... .......... NO SEAL...» ❑QTY ❑QTY J.LAI 13311 �.n, „, . .................._ 6/26/(d8 N/A a or 0. d CUSTOMER: JOB NAME: ADDRESS: MODEL: LOT/BLOCK: SUBDIVISION: CITY/COUNTY: 2590 N. KINGS HWY. FT. PIERCE, FL 34951 PH# (772) 465-7073 Fax# (772) 465-7429 10100 W. SAMPLE ROAD, SUITE 328, CORAL SPRINGS, FL 33065 PH# (954) 491-3310, Fax# (954) 491 8237 DENMARK CONST & DESIGN SIMMONS RES N/A 150 VENTURE OUT ST LUCIE CO DATE: 6/26/2008 JOB NO: 13311 MASTER NO: NSA DESIGNER J.LAI r'. REVISION REVISION REVISION ION 7/15/08 — REVISED PER NEW PLANS. CM COVER 1 OF 1 PDF created with ndfFactory Pro trial version www.r)dffactorv.com Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954)753-1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Date.- 6/26/08 Job # 13311 Master # N/A Customer: DENMARK CONST & DESIGN Address: Model: N/A Lot/Block: 150 Subdivision: VENTURE OUT City / County: ST LUCIE CO Building Code: Florida Building Code, 2004 Loads in P.S.F. (Unless Otherwise Noted): Exposure = C ROOF FLOOR Top Chord Live 20 - Top Chord Dead 15 - Bottom Chord Live 10 - Bottom Chord Dead 10 - TOTAL 55 0 Bottom Chord check for 10psf non -concurrent Live Load Duration Factor 1.25 - Wind Speed .140 MPH Wind Load criteria ASCE 7-02 Computer Program Used: ALPINE 7.38 This package includes a Truss Index Sheet and 31 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any building is the responsibility of the building designer. - --�� Respectfully submitted Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. License Nos. EB5251 & 19554 SEAL THE SEAL APPEARING ON THIS DOCUMENT14VAS AVTHORIZED BY NIOFRIA k5 E:19554 ON PDF created with DdfFactory Pro trial version www.Ddffactorv.com r r r>e• Atlantic Truss Company A`S ; 2590 N. Kings Hwy Fort Pierce, Florida 34951 Phone: (772) 465-7073 Fax: (772) 465-7429 Customer Information BEARING INFORMATION JOB # 13311 Loading: 20 15 10 10 Name: Contact: Office or Home Phone: Cell Phone: Denemark Const. & Design Fill in later Address: City, State, Zip: Fax. LOT 150 PROFILE CITY SPAN DESCRIPTION Sequence Number BRG# REACTION UPLIFT BRG# REACTION UPLIFT 2 22'04"08 Al 61908 1 2258.96 995.00 2 2421.61 1067.00 5.00/12 Pitch 2 -Ply 4 22'04"08 A2 - 61844 1 1578.83 501.00 2 1746.94 542.00 5.00/12 Pitch 1 -Ply 1 22'04"08 A2A 61852 1 1578.83 478.00 2 1746.94 517.00 5.00/12 Pitch 1 -Ply 1 22'04"08 A3 61896 1 1193.98 502.00 2 1321.05 544.00 - 5.00/12 Pitch 1 -Ply 1 22'04"08 A4 611156 1 1344.79 593.00 2 1462.22 644.00 5.00/12 Pitch 1 -Ply 1 22'04"OS A5 - 61869 1 2326.70 985.00 2 2604.45 1102.00 5.00/12 Pitch 1 -Ply 1 22'04"08 A6 30556 1 1190.55 504.00 2 1315.82 545.00 5.00/12 Pitch 1 -Ply 1 22'04"08 A7 30548 1 1 1200.85 524.00 2 1411.39 643.00 5.00/12 Pitch 1 -Ply 1 20'08"15 A8 30523 1 1167.03 496.00 2 1141.62 495.00 5.00/12 Pitch 1 -Ply 1 18'11"04 A9G 30535 1 1595.58 676M 2 2133.19 903.00 5.00/12 Pitch 1 -Ply 2 10'00"00 131 30437 1 .1 275.00 485 z ass.ls z7s.00 5.00/12 Pitch 1 -Ply 2 09'02"08 B2 30431 1 509.63 163.00 2 509.63 272.00 5.00/12 Pitch 1 -Ply 08/12/2008 Page I of 3 PDF created with ndfFactory Pro trial version www.r)dffactorv.com ,Job # 13311 BEARING INFORMATION PROFILE QTY SPAN DESCRIPTION Sequence Number BRG# REACTION UPLIFT BRG# REACTION UPLIFT 1 05'09"00 FG1 30564 1 81.69 437.00 9 2 81.69 437.00 0.00/12 Pitch 1 -Ply 1 05'09"00 FG2 30569 1 981.69 444.00 z 981.69 444.00 0.00/12 Pitch 1 -Ply 5 06'08"00 EJ7 61780 1 458.02 12e.00 z 112.a7 s.ao 3 179.51 171.00 5.00/12 Pitch 1.-Ply 1 05'04"08 EJ5 30489 1 3 100 2 81.43 1.a3 4.0a.0o 3 133.24 132.00 5.00/12 Pitch 1 -Ply 1 05'04"08 EJSA 30495 1 39100 2 l0.07 .07 0.00.00 3 178.33 137.00 5.00/12 Pitch 1 -Ply 1 04'11"06 EJ4 30502 1 37100 2 66.52 .52 3.03.00 3 110.42 109.00 4.37/12 Pitch 1 -Ply 1 03'10"01 EJ3 30505 1 326.42 92.00 2 36.39 3.00 3 67.01 76.00 4.37/12 Pitch 1 -Ply 1 02'08"13 EJ2 30508 1 294.14 79.00 z 1es1 17.00 3 14.04 39.00 4.37/12 Pitch 1 -Ply 1 01'07"t)7 EJ1 30618 1 .00 2 3939:43 43 8.8.00 3 51.32 40.00 4.37/12 Pitch 1 -Ply 3 05'10"08 CJ5 30458 1 93.59 115.00 2 s3.ss a.0.00 3 151.32 148.00 5.00/12 Pitch 1 -Ply 1 05'10"08 CJSA 61770 1 128.100 2 128.32 32 4.04.00 3 193.75 170.00 5.00/12 Pitch 1 -Ply 4 03'10"08 CJ3 30476 2 16.7 a..0 3 76.51 86.00 5.00112 Pitch 1 -Ply 2 03'10"08 CJ3A 30468 1 83.84 s 8.00 2 63.84 4.00.00 3 125.62 110.00 5.00/12 Pitch 1 -Ply 4 01'10"08 CJ1 30479 1 296.61 78.00 2 -45.09 39.00 3 40.56 35.00 5.00/12 Pitch 1 -Ply 2 01'10"08 CJ 1 A 30473 1 114.37 300 2 39.68 5.00 39.68 3 56.s0 50.00 5.00/12 Pitch 1 -Ply 2 09'04"06 HJ7 61787 1 375.23 166.00 2 213.94 0.00 3 359.39 266.00 3.54/12 Pitch 1 -Ply 1 07'06"07 HJ5 30485 1 322.30 137.00 2 165.87 0.00 3 267.58 199.00 3.54/12 Pitch 1 -Ply 1 04'10"10 HJ4 30499 1 36100 2 s8.34 .3a 4.0a.00 3 113.68 115.00 4.84/12 Pitch 1 -Ply 08/12/2008 Page 2 of 3 PDF created with odfFactory Pro trial version www.i3dffactorv.com Job # 13311 BEARINd INFORMATION PROFILE QTY SPAN DESCRIPTION Sequence BRG# REACTION UPLIFT BRG# REACTION UPLIFT Number 1 04'01 "03 HJ3 30542 2 40.53 98.00 z ao.s3 z.00 .00 4.31/12 Pitch 1 -Ply 3 74.00 82.00 08/12/2008 Page 3 of 3 PDF created with DdfFactory Pro trial version www.i)dffactorv.com 00 - 11331 11 LienemorK (,onST . & Ues i on / 5 Top chord 2x4 SP #2 N Bot chord 2x6 SP 24DOf-1.7E ns Kesidence / Hib THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT 2 Complete Trusses Required Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: SPECIAL LORDS -----(LUMBER DUR.FRC.-1.25 / PLATE DUR.FRC.-1.25) TC - From 72 PLF at 0.00 to 72 PLF at 11.19 TC - From 72 PLF at 11.13 to 72 PLF of 22.38 BC - From 40 PLF at 0.DO to 40 PLF at 22.38 TC - 200 LB Conc. Load at 11.19 BC - 982 LB Conc. Load at 9.27, 12.31 Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L/240 total load. Rv=2259# C. = A . TYP.- 200# i Nailing Schedule: (O.120"x3"_Gun_no1ls) Top Chord: 1 Row 012,00" o.c. Bo Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails in each row to ovoid splitting. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details For special positioning requirements. 140 mph wind, 15.00 Pt mean hgt RSCE 7-02 CLOSED bldgnot located within 4.50 Pt from roof edge, CRT II, EX P �, wind TC bL=5.0 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC 6 24" OC. 11'2-1/4" 11'2-1/4" �--4' 4-1/4" ---- 4' 4-1/4" 4YA (R1 3 (A1) f 21'6" �--- 8'8-7/16" o 22'4-1/2CV 10'0-3/4" 982# m ssz# U=995# W=8" Rv=2422# U=1067# W=8" FBC/TPI20D2 (STD) C /RT-1 .OD (1 .25) /10 ( 0) U I Y= 2 NL 1 L5= L' I U I HL= `f HEV WARNING -; REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING GRACING) �UBLISHED SHIPPING, MORRIS A, SHRSHOUR P.E. TC L L .TRUSSES O BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND TPI (TRUSS INSTITUTE,ITE 3D'ONOFRIORSAFETY PRACTICES 1908 N.W. 112TH MNUE PERFORMING THESE S FUNCCTIION.SUITE UNLESSOO'9) IOR TOPERFORMTHERWISEINDICATEDTOPCHORDSHALLHAVE CORAL SPRINGS (FL33071 954) 753-1906 . TC D L OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL.HAVE A PROPERLY ATTACHED RIGI ILING. +-IMPORTANT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 'INE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E TO NFORMANCE WDESIGTH VDLING,, SHIPNY PINGI INSTALLINGHANDRBRACINGNOFOTRUSSES. NICONFORMSRWITHIROLICABLE BC L L OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND DER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA RSTM RB53 GR40 GALV. STEEL TOT. LD . 'EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SSRL ON THIS DRAWING INDICATESDU -EPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT R . FR C . S P R C I N G SIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 419554 B EB5251 S E 0 = 619C 20.0Psf REF 15.0P5f DATE 07-15-2008 10.OPsf DRWG 10.OPsf DESNR 55.0 sf O/R LEN. 220408 1.25 JOB # : 13311 24.0" iTYPE COMN _a_ _I .. :i1_ ._ _Irr-_ _a_._.. ram.._ i._• 1 ._'_.. ..... ... .. .I.cr_ ... ,._._.. _ _.__ , ] f 00-(13311J uenemarr, uonST. & uesi n / Simmons Nesidence / HC Top chord 2x4 SP #2 N :T2 T3 2x6 SP 2400E-1.7E: Bo chord 2x6 SP 2400f-1.'E :B2 2x4 SP #2 N: Webs 2x4 SP #3 Collar -tie braced with continuous lateral bracing at 24" OC. or rigid ceiling BC attic room floor loading: LL - 30.00 psf: OL - 10.00 psf: From 7-6-12 to 14-9-12. Deflection meets L/360 live and L/240 total load. in 1_3XB (A. 1716" Rv-1579# C'TYP R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (*}) 1 plates) require special positioning. Refer to scaled plate plot details For special positioning requirements. 140 mph wind, 15.00 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 Ft from rooF edge, CRT II, EXP �, wind TC bL=5.0 psf, wind BC DL-5.0 par. IW-1.00 GCPl +/-)-0.18 Member design based on both MWFRS and C&C, wind reactions based.on MWFRS. Truss designed For sleeping room only. No woterbeds permitted. Provide information to contractor, architect, and bidg owner. Trusses to be visibly stomped to indicate 30.00 psf MAX LL. 11m2-1/4" f--4'9-15/16"-—N-7'6-7/16" ���-4'9-15/16" -� CR1) I' 21'6' I 7'8-.8/16LO 9'7-5/1S N 27'3-1/4" -� 22' 4,112" 7'6-3/4" 7'2-15/16" 7'6-3/4" 51# 514 U-501# W=8" Rv-1747# U=542# W=8' u Cn/RT-1.00(1.25)/101[ 0) OTY= 4 TOTRI_= 4 RFv_ 7 nR nRin n4 q�Al F=618snn PLATE INSTITUTE, 583 D'ONC PRIOR TO PERFORMING THESE ``rr-'Prn PROPERLY ATTACHED STRUCTUR " S. •✓ CEILING. +■IMPORTANT+■ F „}• ALPINE ENGINEERED PRODUCTS DESIGN: ANY FAILURE TO BUI HANDLING, SHIPPING, INSTAL .'(_r'�'�T[_'_•.: •�� _ PROVISIONS OF NOS (NATIONP r1•n v ,';:, yiSv`? y,r ,;:'•+• PAPER ASSOCIATION) AND TPI -. a�`•)+=:� EXCEPT AS NOTED. APPLY CC THTR nFRTGN. PORTTTnN rnNN l t.nlarvu 1-1.i- rvu DM rrlrvp ANWNLL1Nb HANDLING INSTALLING RND ERACING), �UBLISHED bY TPI (TRUSS MORRIS ASHRSHOUR P.E. 1908 N.W.. 112TH AV�NUE TC LL DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 TOP SHALL HAVE (954) 753-198E3 TC D L NELS ANDNLESS BOTTOMTCHORDSSHALLIHAVEDA PROPERLYOATTACHED RIGI H R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E TRUSSES IN CONFORMANCE WITH TPI: DR FABRICATING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LLIGN BY AND PMADE SOF020GATHE _ INE CONNECTORSIARE ASTMMR653RGR40REST GRLV. STEEL TOT. L D . ORS TO EACH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED 0 S PER DRAWINGS A-Z. 160 THE SEAL ON THIS DRAWING INDICATE NEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR . F R C. S P RC I N G RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 B EB5251 20.Opsf 15.Opsf 10.Opsf 10.0pSF 55.0 sf REF DATE 07-15-2008 DRWG DESNR O/R LEN. 220408 1.25 JOB # : 13311 24.0" TYPE COMN r♦r�r'_.__ _1_ _, ...!a,_ — Axr_ -a.... rN.__ L._!_1 i. DD: LIJ,dI IJ uenemarl: I.OnST . & Ues i qn / 5 i mmons Nes i dence / H21-1 Top chord 2x4 SP #2 N :T21 T3 2x6 SP 240Df-1.7E: Bot chord 2x6 SP 24ODF-1.7E :82 2x4 SP #2 N: Webs 2x4 SP #3 Collar -tie braced with continuous lateral bracing at 24" OC. or rigid ceiling BC attic room Floor loading: LL - 30.00 psf: DL - 10.00 psf: from 7-6-12 to 14-9-12. Deflection meets L/360 live and L/240 total load. fi DO 170 3XB (RJ Isis^ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (*t) 1 plote(s) require special positioning. Refer to scaled plate plot details Par special positioning requirements. 140 mph wind, 15.00 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 Pt from roof edge, CRT II, EX P �, wind TC �L=5.0 psf, wind BC DL=5.0 psr. Iw-1.00 GCpi(+/-)-0.18 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Truss designed For sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to Indicate.30,OD psF MAX LL. 1z)'8' 101T' —4'9-15/16 ��—N-------7'6-7/16" '� M—��-4'9-15/16" --� (8 CR1) f 21'6' --�—-- 7 ' 8 -P/ 16 ED Ln 9'7-5/16w- i 2'4"—7'3-1/4 22' 4;:*,1/2" �--- 7'6-3/4" 7'2-15/16" 7'6-3/4" 51# 51# Rv=1579# U-478# W-8" Rv=1747# U=517# W=8" SED = 61852 PLT. TYP.RWRVE FBC/TP12002(STD) C /RT-1.00(1.25)/10( 0) OTY= 1 TOTRL= 1 REV. 7.38.0810.04 SCRLE 0.2500 RN DRBRACING.TRREFER TOOHIB- IX(HRNDLINGEINSTALLINGRANDG6RRCING)NG�UBLISHEOGbyITPIR(TRUSS 1908IN.W. 112THORVE!NUEE TC LL 2 0. 0 p S f R E F PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 7S3-1986 TC DL 15. OPSf DATE 07-15-2008 PROPERLY..•✓ CEILING. RT--IMPORTANT+■ED STRUCTURAL FURNISHPANELS COPYY OFBOTTOM THISCHORD DESIIGNSHALL THEHAVE INSTALLATION CONTRACTORIGI S. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS B C DL 1 O . O P S F DR WG DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 1 O , O S DESNR �rll�.(J >� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE B C L L P .-- -„• PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND --' PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A953 GR40 GALV. STEEL TOT.LD. 55.0 sf 0/19 LEN. 220408 n•nr•":ZY5�1:2 :+r{+7:)i�•ii:i� EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ACCEPTANCEN6FPPROFESSIONALON EENGINEERINGRRESPONSIBIILNGS 160 ITY' THE SOLELYkFOROTHEHTRUSSACOMPONENTCRTE �SPACING U R. F Ac . 1. 25 J O B # 13311 DESIGN SHOWN. THE SUITABILITY RN0 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, #19554 & EB5251 2 4 .0 " ITYPE C O M N f OD; L1 Jdi I Uenemarl< L.OnST , & Lies i n / 5 i mmonS Y(eS I Oence / I-ij THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hqqt RSCE 7-02 CLOSED bldgnot located within 4.50 Bot chord 2x4 SP #2 Dense Ft From roof edge, CRT II, EXP LL, wind TC 6L=5.0 psP, wind BC DL-5.0 psF. Webs 2x4 SP #3 Iw=1.00 GCp1(+/-)=0.18 :Rt Wedge 2x4 SP #3: Member design based on both MWFRS and C&C, wind reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/360 live and L/240 total load. N O zr �2XB (B 1/16- Rv-1194# a 2.42 , 6'10-1/4'. 4'0-7/167'11-3/16" 7 1) -^ f 21'6" 10'10-3/4" 10'4-1/8" �U=502# W-8" 22'4-1/2" Rv-1321# U-5414# W-8" DESC. = A3 SEO = 61896 PLT. TYP. -WAVE FBC/TPI2002(STD) C /RT-1.000.25)/10( 0) OTY= 1 TOTAL= 1 REV. 7.38.0810.04 SCALE=0.2500 r"� ✓ ,}3�•' — .-•:; T!••' ,,..'" :;'s, j -Arl•��. '=_-_:=•--" ti '.,'_•., �•-•-" "- n•^'"' ,''+,Y%Sv'•= 46.1•1+-1:1 +•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRID DR. SUITE 200 MADISON, WI, 53719) FOR SAFETY PRACTICES N, PRIOR TO PERFORMING THESE FUNCTIOUNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE PROPERL�C« IMPORTANT••UFURNISH EASCOPY OFF THISAND BOTTOMCDESIIGNHTOHORD SALLTHEVINSTALLATION CONTRACTTORIGI CEIILINGY ATTACHED ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ROLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S�RL ON THIS DRAWING INDICATEE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT MORRIS A. SHRSHOUR P.E. 1908 N.W. 112TH MNUE CORAL SPRINGS FL. 33071 (954) 753-1986 T C L L 20 . O S p TC DL 15.0PSf BC DL 1 O • OPS� BC L L 10 . Of7 S F TOT,LD. 55.0 sf REF DATE 07-15-2008 DRWG D ESN R 0/A LEN. 220408 DUR.FRC. 1.25 JOB #: 13311 SPACING 2 4.0 „ TYPE C 0 M N DESIGN SHOWN. THE SUITABILITHFTY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING T. FL. REG, #19554 & E85251 r�r.r,_.__ -..- -, ...e��_ ._ _,rr_ _._.__ ram.._ a._• � 0lD; L 1.3,01 1 J Uenemorl< LonsT . & Ues i n / 5 i mmons Hes i dence / H4 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bo chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' SPECIAL LORDS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FRC.=1.25) TC - From 72 PLF at 0.00 to 72 PLF at 8.67 TC - From 72 PLF at 8.67 to 72 PLF of 13.71 TC - From 72 PLF at 13.71 to 72 PLF at 22.38 BC - From 40 PLF at 0.00 to 40 PLF at 7.56 BC - From 80 PLF .at 7.56 to 80 PLF at 14.81 BC - From 40 PLF at 14.B1 to 40 PLF at 22.38 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. 4 DO m 3X8 in 4 X 4 (( ii-1/16" _THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 Ft from roof edge, CRT II, EX P �, wind TC bL=5.0 psF, wind BC OL=5.0 psF. 'Iw=1.00 GCpi(+/-)-0.18 In lieu of rigid ceiling use purlins to brace BC 0 24" OC. DeFlection meets L/360 live and L/240 total load. 5'0-1/2"——--5'5-11/16" ---I N N 6) 6 (CM 21'6"j 0 Rv=1345# U=593# W-8" 22'4-1/2" Rv-1462# U=644# W=8" PLT. TYP.RWRVE FBC/TPI2002(STD) C /RT-1.00(1.25)/10( 0) OTY= 1 TOTAL= 1 REV. 7.38.0810.04 SCALE 012500 `(.(f?_Uf:+ a �}3'•' _ .-•.; .Ir�_��: :_•:•'•-" :'� '•.:•.. a■WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AD BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING) i'UBLISHED 6Y TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGJ CEILING. -;IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.- ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND EXCEPT AS NOTEDPAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. STEELTOT.LD. . THIS DESIGN, POSIAPPLY CONNECTORS TO EACH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED 0 TION CONNECTORS PER DRAWINGS 16D R-Z. THE HAL ON THIS DRAWING INOICRTEE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING MORRIS A. SHRSHOUA P.E. 1908 N.W. 112TH AV�NUE CORAL SPRINGS FL. 33071 (954) 753-1386 FL. REG, #19554 & EB5251 T C L L TC DL BC D L BC L L 20. O P s f 15 - 0P5f 1 0.0 p s f 10. Or1 s f r 55.0 sF' REF DATE 07-15-2008 D R W G D ESN R n•n r• ,`::� YiS�I'3 :+r {'?:j q6:.7+=i, O/R LEN. 220408 OUR.FAC. 1.25 JOB #: 13311 SPACING 2 4.0 " TYPE HIPS OD•11.j.3111 UenemnrK UonST. & UesI n / bimmons 1-<eSi0ence / Top chord 2x4 SP #2 Dense :T2 2x4 SP #2 N: Bot chord 2x6 SP 2400E-1.7E Webs 2x4 SP #3 :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/360 live and L/24O total load. T 3'1-3/B" 4X8 (R -1iTs^ Rv-23279 U=985# W-8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT 140 mph wind, 15.00 Ft mean hqt, RSCE 7-02, CLOSED bll,q Located anyywhere in roof, CRT II EXP C, wind TC DL=5,0 psf, wind BC DL=5.0 psf. Iw=1.00 GCp t (+/-) =0. 18 Wind reactions based on MWFRS pressures. #1 hip supports 6-8-0 jacks W/2 panel TC and no end vert. �— 9'0-1/2" —� ��4'6-1/4"--F I n-4'6-1/4" T 6'8" 618# 8 (AD -21'6- 0 22'4-1/2" 684# Rv-2604# U=1102# W=8" SEO = 61869 DESC • TYP . RWRVE FBC/TP12OO2 (STD) C /RT-1.00 (1.25) /10 ( 0) OTY= 1 TOTRL= 1 REV. 7. 38 , 0810. 04 SCALE=0.2500 **WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHPPING INSTALLING MORRIS A. SHASHOUR P.E. T C L L 20. 0 P s f R E F AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RACING) PUBLISHED 6Y TPI (TRUSS 190E N.W. 112TH AV�NUE PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (354) 753-1380 TC DL 15.OPSF DATE 07-15-2008 �Cr("fir'~PROPERLY(✓ CEILING. RT..IMPORTRNT*■ED STRUCTURAL FURNISHPANELS A COPY OFBOTTOM THISCHORD IGNSHALL THEHAVE IGI INSTALLATION CONTRACTOR. ,y3 _, -• ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC D L 1 0.0 P S P OR WG r�.•'' ,.. :;'a '� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING I O . O P S D ES N R (kli�.:.::'.- ;� HANDLING, SH]PPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL .,-., PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND - •' PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGR ASTM P653 GR4O GALV. STEELTOT.LD. 55. 0 sF O/R LEN. 220408 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE S Al- ON THIS DRAWING INDICATES OUR.FRC. 1.25 JOB #: 13311 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 6 EB5251 SPACING 2 4 .0 " TYPE HIPS THF r�r�r�_,___i__, .. emu_ .__�cr__a _..._r•�.__ •..�_i ..___c_.. .. .. ..........cr__.,._._. __.... ■ � f .. OD • L13d111 uenemarK uonsT . a ues i n / b i mmons ties i aence / Mb THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top Bo chord 2x4 SP #2 N 140 mph wind, 15.00 Pt mean hqt RSCE 6, 7-02 CLOSED bldg, not located wtthln 4.50 bL=5.0 chord 2x4 SP #2 N :B2 2x4 SP #1: Pt from roof edge, CRT II, EXP wind TC psf, wind 8C DL-5.0 psf. Webs 2x4 SP #3 Iw=1.00 GCpi(4/-)-0.18 :Rt Wedge 2x4 SP #3: Member design based on both MWFRS and C&C, wind reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC ® 24" OC. DeFlection meets L/360 live and L/240 total load. -I- 2X8 (B 1/16- a 2.42 -- 5'9-3/1G3'11-3/8" -- 5'B-1/2" --I- G'11-7/1G" 12 4XG 5 l_ 5X8 2X4 3X4 (3�13/16- 11 3X8 LW L 4X8 3X4 2X4Cq 62 I 21'6" Rv=1191# "U=504# W=8" 22 4 1/2 Rv=1316# U=545# W=8" DESC. = R6 SEC = 30556 PLT. TYP. -WRVE FBC/TPI2002CSTO) c /RT-1.000.25)/1O( 0) OTY= 1 TOTRL= 1 REV. 7.38.0625. 19 SCALE 0.2500 +aWRRNINGV+ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING .INSTALLING MORRIS A. SHRSHOUR P.E. T C L L 2 s f R E F AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING) <PUBLISHED �Y TPI (TRUSS 1908 N.W. 112TH RV�NUE P PLATE INSTITUTE., 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1386 TC DL 15. OpsF DATE • 06-26-2008 .c,rr-TJr.n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI n `; - '•% CEILING. ■*IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 10. s F DR WG }3'• _.�-•:;, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISP DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 10. O P S F D ESN R �rl-t,_(J ^::..:;;..••;� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICRBLE BC LL _ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER n•nv ,7::� jg5.:y�+ :ir fc;�j�5_c.py,)i, EXCEPT RASONOTED N) APPLLYAND TCONNECT RS TOPI. ALPINE NEACHOFACERS ROFMTRUSSADE FAND GAUNLESS ROTHERWISEGLOCATEDALV ED TOT. LD . 55. 0 sP 0/R LEN . 220408 ACCEPTTANCENOFPPROFESSIOTION NALEENGINEERINGPER RRESPONSIBOILITY.SOLELYkFOROTHEHTRUSSDRAWING COMPONENTCATE DU R. F R C. 1.25 JOB # 13311 DESIGN SHOWN. THE IT SUABILITY RND USE FRE IR'F HIS ON COMPENT FOR RNY PARTICULAR BUILDING FL. REG, #19554 6 E85251 SPACING 24. 0 " TYPE SPEC _, r 0DcL1.3,3111 uenemcrl< uonST. & Liesicin / 5imorons Nesidence / H/ Tog chord 2x4 SP #1 :T2 2x4 SP #2 N: :T3 2x4 SP #2 Dense: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #1: Webs 2x4 SP #3 :Rt Wedge 2x4 SP•#3: 140 mph wind, 15.00 ft mean hot, RSCE 7-02, CLOSED bilg, Located anyywhere in roof, CRT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf, Iw=1.00 GCpi(+/-1=0.18 Wind reactions based on MWFRS pressures. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SPECIAL LORDS ------(LUMBER DUR.FRC.=1.25 / PLATE DUR,FAC.-1.25) TC From 72 PLF at 0.00 to 72 PLF at 8.54 TC From 71 PLF at 8.54 to 71 PLF of 18.81 TC From 72 PLF at 18.81 to 72 PLF at 22.38 BC From 40 PLF at 0.00 to 40 PLF of 22.38 TC 74 LB Conc. Load at 16.81 BC 41 LB Conc. Load of 18.81 In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Deflection meets L/360 live and L/240 total load. 74# 18'9-3/4" -+ 12 2 42 8'6-7/16" 5' 1-11/16' —+ 5' 1-11/163'6-3/4" ~� 10'3-5/16" o f 22'4-1/2" I Rv=1201# U=524# W=8" 4 41# Rv=1411# U=643# W=8" DESC . = A7 SEO.._ ...3C548 PLT . TYP , -WAVE FBC/TPI2002 (STD) c /RT-1.00 (1.2S) /10 ( O) OTY= 1 TOTRL= 1 REV.. 7 .38. 0625. 19 SCALE=0.2500 --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING- MORRIS A. SHRSHOUR P E T C L L 2 0. 0 p S f R E F RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANDRACING) �UBLISHED 6Y TPI (TRUSS I906 N.W, 112TH flVNUE PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTEO TOP CHORD SHALL HAVE (354) 753-1986 TC DL 15.Opsf DATE 06-26-2008 ` 7rr•ar`,✓ PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI c CEILING. •*IMPORTRNT■• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 1 0 - 0 S P DR WG .�13'•'• — .-•:; ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICRBLE BC L L 10 • O p S F D E SN R ___ •, PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND n'nr' i`::�usl�`3 :,r(:-:)��.]y�l, PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM RG53 GR40 GRLV. STEELTOT.LO. 55. 0 Sf O/R LEN. 220408 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON OUR.FRC. 1.25 JOB # 13311 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S4AL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #13554 tr EB5251 SPACING 2 4 - 0 " TYPE SPEC 00- (1.3311J uenemarK uonST . & Ues i n / 5 i mmons Hes i dence / Hof THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top Bo chord 2x4 chord 2x4 SP SP #2 N #2 N 140 mph wind, 15.00 Pt Ft from CRT mean II, hqt RSCE 7-02 CLOSED bldg, not located within 4.50 EXP �, bL=5.0 Webs 2x4 SP #3 roof edge, wind TC psF, wind BC oL-5.0 psf. :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 2,750' Iw=1.00 GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and CBC, wind reactions based on MWFRS. DeFlection meets L/360 live and L/240 total load. 7'4-5/16" 6'1-5/16" 0 42 7'3-5/16" 12 T 3'4-13/16" 2XB (B -1/16" Rv=1167# t=496# W=6" 20'8-15/16" (E1) T -7116" Rv=1142# U 495# W=8" PLTC TYP . RWRVE FBC/TPI2002 (STD) C /RT-1.00 (1.251 /10 ( o) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SED = SCALE 30523 =0.2500 `(-re ar,,+,� '•% y3°.•' _,.-•; (fl,�.N::�:";:.._:;..• ;� _ _:_ _ •.:•.,, n•nr• ":�� ��"_ ..r (-_=; -tom i +■WARNING•+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), &UBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WI. 5371,91 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. ++IMPORTANT+■ FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI . ALPINE CONNECTORS ARE MROE OF 20GR ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER ORRWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATESDUR ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING MORRIS A. SHRSHOUR P.E. 1908 N.W, 112TH AV�NUE CORAL SPRINGS FL. 33071 (954) 753-1886 FL. REG, #19554 g E85251 T C ILL TC DL BC D L BC LL TOT. LD . 20. 0 p S C 15.0p5f 1 0 - O P S f 10. OpSF� 55 . 0 Sf O/R REF DATE 06-26-2008 D R W G DESNR LEN . 200815 . FRC . 1 25 JOB # : 1331 1 SPACING 2 4 . 0 " TYPE SPEC oD: Liddi l) UenemarK UonsT . & Ues i n / b i mmons Hes i dence / 11-16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord Bot 2x4 2x6 SP #2 N 'T3 2x4 SP #2 :B2 2x6 SP SP #2 Dense: 2400r-1.7E: 140 mph wind, 15.00 rt mean hqt, RSCE 7-02, CLOSED bldpp, Located an where in chord root, CRT II EXP C, wind TC DL=5.0 psF, wind BC DL=5.0 psr. Iw=1.0� Webs 2x4 SP #3 GCpI(4/-)=0.1B :Rt Wedge 2x4 SP #3: All plates are 3X8(R1) except os noted. Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC 1) 24" OC. Girder supports 5-0-0 span to TC/BC split one Face and 2-0-0 span to TC/BC split opposite Pace. DeFlection meets L/360 live and L/240 total load. --- 5'4-1/2" T 2'5-9/16" T 2'5-3/16" Rv=1596#' U-676# W=8" 8'8-1/16" 12 2.42 11'1-1/4" 18'll-1/4" Rv=2133# U=903# W=1'4-1/2" DESC. = R9G SEO = 30535 PLT . TYP : -WAVE FBC/TPI2002 (STD) C /RT-1.00 (1.25) /10 ( 0) OTY= 1 TOTRL= 1 REV. 7.38. 0625. 19 SCALE =0. 3750 .■WARNING+a TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHPPING INSTALLING MORRIS A. SHASHOUR P.E. TC L L 20. p s f R E F AND BRACING. I REFER TO HIB-91 (HANDLING INSTALLING FIND 6RRCING) hBL SHED BY TPI (TRUSS 1908 N.W. 112TH RV11NUE PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1986 TC DL 15. 0 SI DATE 06-26-2008 `(-(t-'!V17n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI r a CEILING. +*IMPORTANT+• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 1 0 . S f DR WG I ALPNE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P S!•• ' j DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING �r(I�,(tJ;•'' ^:_.:: ;:'•';� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE BC LL 10 • OPSf DESNR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND l- - PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA RSTM 8653 GR40 GRLV. STEELTOT.LD. 55.0 SF, O/A LEN. 181104 n•n r• ,7::� LiSU :ir ;,?±).1(,.; �±4 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED D ACCEPTTANCENdFPPROFESSIOON NALECTORS PER ENGINEERINGRRESPONSIBIIL160 ITY SOLELYHE kFORDTHEHTRUSSACOMPONENTCRTE DU R. F R C. 1. 2 5 J O B #: 13311 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 B E85251 SPACING 2 4 .0 " TYPE SPEC jot); (1,d,d111 UenemorK LonsT . & Ues i n / b i mmons KeS i dence / bi THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top Sot chord 2x4 2x4 SO SO #2 N #2 N 140 mph wind, 15.00 Pt mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 6, k chord It from roof edge, CRT II, EXP wind TC =5.0 psi, wind BC DL=5.0 psF. Webs 2x4 SP #3 Iw=1.00 GCpi(+/-)-0,18 :Lt Wedge 2xG SO #2: Member design based on both MWFRS and C&C, wind reactions based on MWFRS. In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/360 live and L/240 total load. Right end vertical not exposed to wind pressure. 6'11-13/16" olm 3'0-3/16" -� 2X4 (R1) T 4 -1 /16" _L- 0 R =G40# U=187# W=8" 10, CO cD Rv-485# U=275# DESC. = B1 SEQ = 30437 PLT. TYP, -WAVE FBC/TPI2002(STD) C /RT-1.000.25)/10( Ol OTY= 2 TOTAL= 2 REV. 7.38.0625. 19 SCALE=0.5000 �(- ('}•✓ ...• _ 3` .-•:; i!••'' �r�_�':_:-_•::•-•"• •:�� •;_•_., Fn•n w• I'•:I Lns.1:'? :iris-ij • •- ACC'•?1:!: --WARNING*;.TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING) �UBLISHED 6Y TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON., WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY� ATTACHED +■IMPORTRNT+■URAL FURNISHEASAND BOTTOM COPYY OF THISCHORD DESIGNHTOLTHEVE A PROPERLY ATTACHED INSTALLLATION CONTRACTOR. CEILING. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM ASS3 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS ACCEPTANCENbFPPROFESSIONALION EENGINEETORS RINGRRESPONSIBILWINGS 160 ITY' THE SOLELYbFOROTHEHTRUSSACOMPONENTCRTE MORRIS A. SHRSHOUR P.E. 190E N.W. 112TH MNUE CORAL SPRINGS FL. 33071 (954) 753-1986 T C L L 20 .O S F P TC DL 15.OpsF' BC DL 10.OPSF I- 1 O.O S F BC L L p TOT.LD. 55.0 SF R E F DATE 06-26-2008 DRWG D E S N R O/A LEN. 10 DU R. F R C, 1.25 JOB # 13311 SPACING 24 ,.0 " TYPE MONO DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 B EB5251 _err _ _.. _ ... _ �.. _ a._• a OD-- Liddl1) UenemorK L,onsT , & Ues i n / S i mmons Nes i dence / b2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 140 mph wind, 15.00 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 Bot chord 2x4 SP #2 N Ft From roof edge, CRT II, EX P �, wind TC 6L=5.0 psF, wind BC DL-5.0 psF. Webs 2x4 SP #3 Iw=1.00 Gcpl+/-)=0.16 ( In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Right end vertical not exposed to wind pressure. - 6'1-13/16" 2X4 CAI) T 4-1/16" Rv=526# U=163# W=8" 3'0-11/16"� 3X4 Rv=510# U=272# SEO = 30431 PLT . TYP . BWAVE FBC/TPI2002 (STD) C /RT-1.000.25) /10 ( 0) OTY= 2 TOTAL= 2 REV. 7.38. 0625. 19 SCALE 0 , 5000 `(.IFvr? -••✓ S. „}_ ,-•:; --WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND 6RRCING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MRDISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. s■IMPORTRNT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLRTION.CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISI DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM 8653 GR40 GRLV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ACCEPTTANCENbFPPROFESSITION ONALEENGINEERINGRRESPONSIBILI160 ITY SOLELY�FOROTHEHTRUSSACOMPONENTCATE HORRIS R.�SHRSHOUR P.E. 1908 N.W. 112TH RVI`NUE CORAL SPRINGS FL. 33071 (954) 753-1986 TC L L 20. O p S F TC DL 15. OPS BC D L 10. 0 P S f 1 O . O S BC LL P TOT.LD. 55.0 Sf REF DATE- 06-26-2008 DR WG D E SN R O/R LEN. 9020B n•n �r• ,7::�y)'}ll`� :ir t•-:)if3.ii!!i • e OUR . F R C. 1.25 JOB #13311 SPACING 2 4.0 " TYPE C 0 M N DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. AEG, p19554 B E85251 JOD; Li JJI I UenemarKl.OnsT. N LiesIgn / JImman5 ResICJenue / rui Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 Dense Webs 2x4 SP #3 End verticols not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Girder supports 10-0-0 span to BC one face and 3-0-0 span to BC opposite Face. Truss must be installed as shown with top chord up. 2 T c0 N zr 1 X8 3X8 (R) 4 5.9.. 2X Rv=982# U=437# Rv=982# U=437# 11-lib UWb. rKtrnKtU VT Irit 1'11-r1Nt JUU UtJ1UNCK rKUUKr11-I rKUPI IKUbb I-Ir I b LrITUUI Trusses or components connecting to this girder hove been modlFied by the truss designer. The loading For this girder requires verIP cotton For accuracy. 140 mph wind, 15.17 Ft mean hgt, RSCE 7-021 CLOSED bidqq, Located cnyywhere in rooF, CRT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi 6/-)-0.18 Wind reactions based on MWFRS pressures. DeFlection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. PLTCTYP.FWRVE FBC/TP12002(STD) C /RT-1.0D(1.25)/1D( O) OTY= 1 TOTAL= 1 *0WARNINGaa TRUSSES REQUIRE EXTREME CRRE IN FABRICATING HANDLING SHIPPING, INSTALLING GRACING), �UBLISHED AND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND 6Y TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS4. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE A IGI `Cf(";UG,+,•� PROPERLY ATTACHED STRUCTURAL AND TVE PROPERLY ATTACHED TOM CDESIGN HORD HTOL EASCOPY ,y3°••' —.c •,. CEILING. **IMPORTANT*— FURNISH OFFTHIS THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING RPkICRBLE -•'�� HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH :(r�•!T. :=-_:=--" - " - -- PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GRLV. STEE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 N•*r•• 171.:140S.'-V72 ;ir{?!jA6S.i1:;1 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING _ IS THE RFBPnNRTRTITTY nF THE R111InTNG QFSTnNFR. PFR ANRT/TPT 1-19A5 SFCTTnN 9 A.1908IN.W. 112THOUA AV!<NUEE TC L L CORAL SPRINGS (954) 753-1986 FL. 33071 T C D L BC DL BC LL _ TOT.LD. DUR.FAC, FL. REG, #19554 B EB5251 SPACING j.UbCS.l� bLHLt =U.d/JU 20.OpSF 15.Op5f i 0.0Psf 10.OPsf 55.0 sf O/R REF DATE 06-26-2008 DRWG DESNR LEN. 50900 1.25 JOB #: 13311 24.0•• TYPE FLAT OD- (1.3.dl1) uenemorK L.onST , & lies I n / b i morons Kes i dence / f-lac Top chord 2x4 SP #2 N But chord 2xG SP 240Df-1.7E Webs 2x4 SP #3 End verticals not exposed to wind pressure. Girder supports 10-0-0 spun to BC one Race and 3-0-0 spun to BC opposite face Truss must be installed as shown with top chord up. 1 )4 5 9 2( Rv=982# U=444#. Rv=982# U=444# THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.50 Ft mean h t, RSCE 7-D2, CLOSED bldqq, Located anyywhere In roof, CRT II EXP C, wind TC �L=5.0 psf, wind BC DL-5.0 psf. Iw=1.00 GCp I c+/-) =O.18 Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/360 live and L/240 total load. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. SEO = 30569 PLT. TYP.FWRVE FBC/TPI2002(STO) C /RT-1.00(1.25)/10( O) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SCALE=0.3750 +■WRRNING•+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHASHOVA P.E. AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING) PUBLISHED 6Y TPI (TRUSS 1908 N.W. 112TH AVNUE TC L L 20. 0 P S f R E F PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1988 TC OL 15. 0nsf' DATE 06-26-2008 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI r CEILING. =•IMPORTRNT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 10. 0 S f' DR WG .}3a: ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 10. O P S f D ESN R 4111u�1_?::::.::;,,••;� ; HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICABLE BC L L _ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER "'""' �'=�w�v•= „ ."=)��`•)+-':� AS SOCIATION) TPI. ALPINE CONNECTORS ORM ADE NOTED. APPLY CONNECTORS TOEACHFACEOFTFGAASTM AGSTEEL TOT.LD. 55.0 Sf D/A LEN. 50900 ACCEPTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBILITY SOLELY�FOROTHEHTRUSSACOMPONENTCRTE DU R. F A C. 1.25 JJOB #: 13311 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 419554 B E85251 SPACING 2 4.0 " TYPE FLAT oD- LI3,311J Uenemarl< UOnsT . & Ues i n / 5 i mmons Hes i dence / EJ/ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT Top chord 2x4 SP #2 N 140 mph wind, 15.00 Ft mean hqt RSCE 7-D2 CLOSED bldg, not located within 4.50 Bot chord 2x4 SP #2 N Ft From roof edge, CRT II,)EX �, wind TC 6L=5.0 psF, wind BC DL=5.0 psF. :Lt Wedge 2x4 SP #3: Iw=1.00 GCpi(+/-)-0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. DeFlection meets L/360 live and L/240 total load. 2X4 (R1) C E TVID h•n P' 1':il ii.i1" 4r {: •�� a�.'•j,I!1 Rv=180# U=171# NAILED DO ro c� Rv=458# U=128# W=8" 8 8 Rv=112# U=5# NAILED FBC/TPI2002(STD) c /RT-1.00(1.25)/10( 0) OTY= 5 TOTAL= 5 REV. 7.38.0810.04 SEO = SCRLE 61780 =0.7500 ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RCING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING), PUBLISHED 6Y TPI (TRUSS INSTITUTE, 583 O'ONOFRIO OR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE LY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI + •-IMPORTANT•■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FAILURE ES FORMANCE NG VGRNSHIPPING, INSTALLINGHANDRBRACINGNOFOTRUSSES. WITH DESIGNTPI: CONFORMSRWITHI80LICABLE MORRIS R. SHRSHOUR P.E. 190E N.W. 112TH AV9NUE CORAL SPRINGS FL. 33071 (554) 753-1588 TC L L TC OL BC D L BC L L 20. C P S f 15. OPSf 1 O . 0 P S F 10. O P S f REF DATE 07-15-2008 DR WG D ESNR IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GALV. STEELTOT.LD. AS TED 01� =SIGNOTPOSITIONLCONNECTORSRS TO EACH PER DRAWINGSC160FATRUSS Z. THENS�ALNONSTHISHERWISE DRAWINGLIINOICRTE iNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & EB5251 55. Sf O/A LEN. 60800 DUR.FRC. 1.25 JOB #: 13311 SPACING 2 4.0 " TYPE E J R C K 0oc(101j11) uenemarK LonsT. & uesI n / bImorons mesI❑en Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Wedge 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC 0 24" OC. 2X4 (R1) 4-1/16" C. = E TYP - *V n•n v ,7:�I LiS.:V:� ;ir {:']j 46.°.il:!� IHIb UWb. NKtNHKtU dY IHt HLFINt JUb Utb1VNtK F'KUbNHM rKUM IKUbb M1•K"b LHYUUI 140 mph wind, 15.00 Ft mean hgt RSCE 7-02 CLOSED bldg, not located within 4.50 Ft From roof edge, CRT II, EXP 6, wind TC 6L=5.0 psF, wind BC DL-5.0 psF. Iw=1.00 GCpi(+/-)=0.18 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. DeN ection meets L/360 live and L/240 total load. Rv=133# U=132# NAILED (D CO N Rv=390# U=106# W=8"i/2 Rv=8I# =4# NAILED SEO = 30489 'FBC/TPI2002 (STD) C /RT-1 .DD (1.25) /10 ( 0) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SCALE =0 . 7500 ING•+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING y SHIPPING INSTALLING RCING. REFER TO HIS-91 (HANDLING INSTALLING AND 6RRCING), PUBLSHED 6Y TPI (TRUSS INSTITUTE, 583 D'ONDFRIO DR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES LOY ATTACHED NSTRUCTURALG THESE NPANELS ANDNBOTTOMLESS TCHORDSSHRLLIHAVEDA PROPERLYCHORD ATTACHEDSHALL ARIGI VE G. + IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS MORRIS R. SHRSHOUR P.E. 1909 N.M. 112TH RV11NUE 'CORAL SPRINGS FL. 33071 (954) 753-1986 T C L L T C D L BC O L 2 0.0 15. 1 0 • p S f O p s f S f P R E F DATE 0 6- 2 6- 2 0 0 8 D R WG D E SNR NGA,NSHIPPINGE INSTALLIINGHANDRBRACING OFOTRUSSES. WDESIGNIC; ONF RMSRWITHIAPhICABLE IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GRLV. STEEL BC L L TOT.LO. 10. 55.0 O p S f sC O/A LEN. 50408 AS =SIGN NOTED. PER DRAWINGSFACE CONNECTORSCONNECTORS 160FRTRUSS POSITIONAPPLY THISOTHERWISE Z. THEAND DRAWINGLOCATED S�ALUNLESS INDICRTE RNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 B EB5251 DUR.FAC. 1 .25 JOB # 13311 S P A C I N G 2 4.0 " TYPE E J A C K jot); (1.3.aI ii uenemorK uonsT . & ues l n / S i mmons nes i cence / Lio" I1-11S UWU, HHLF'HHLU CY SHE HLHINL JUb UtbIUNEN NHUUKHM FHUM IHUbb MrH'S LHYUUI Top chord Bo chord 2x6 SP 2x4 SP #2 #2 N 140 mph Ft From wind, 15.00 Ft roof edge, CRT mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 II, EXP L1, wind TC bL=5.0 psF, wind BC DL-5.0 psF. In Iteu of rigid ceiling use purlins to brace BC 0 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Rv=17 # ---ui137# NAILED 5'4-1/2" 2X4 (DI) Rv=390# U=111# W-8" R v = 64��=0# NAILED DESC. = EJ5R SEO = 30495 PLT. TYP. -WRVE FBC/TPI2OD2(STD) C /RT-1.00(1.25)/10( 0) OTY= 1 TOTRL= 1 REV. 7.38.0625. 19 SCALE=O.7500 --WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS A. SHRSHOUR P.E. TC L L 2 s REF AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), PUBLISHED 6Y TPI (TRUSS 1908 N.W. 112THOAV11NUE Op SF INSTITUTE, 583 D'ONOFRIO DR., SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE (354) 753-198� TC DL 15 , Opsf DATE 06-26-2008 `(,fICJf:n,✓ PROPERLCEILINGY ATTACHED STRUCTURAL FURNISHEASAND COPYY OBOTTOM THISCDESIGNHTOLTHEHAVE INSTALLATION CONTRACTORCHED I OI ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC D L 10 • O p S DRWG �!:•'' ;�' ;'s,'j DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 10 , Of S D E SN R �rli�-AJ:•_� :_,:::;,.••;� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLEBC LL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND - - - PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL TOT.LD. 55.0 Sf O/R LEN. 50408 n'^ "' �':��rv'•-' "r''-'1a4•?+:� EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ACCEPTANCEN6FPPRCFESSIONALTION ECTORS ENGINEERINGRRESPONSIBIIL160 ITY SOLELY�FORAL OTHEHIS TRUSSAWING COMPONENTCRTE DU R. F R C. 1 25 J O B # 13311 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 B EB5251 S P RC I N G 24 .0 " TYPE E J A C K nM ri, -..- -`- _1 ... !.A- ._ _err_ _1_... n.._ `.-'-� .. .... ... ... .. J.rr_ jot) - llddl l) UenemOr K L,OnST . 6 Ues I n / b i mmons roes I oence / tj4 (HIS DWG. PREPHRED BY THE HLPINE JUB DESIGNER PRDGRHM FROM TRUSS MWRRS LAYOUT Top Bot chord chord 2x4 2x4 SP SP #2 N #2 N 140 mph Pt from wind, 15.00 ft roof edge, CRT Mean II, hqt RSCE EX P �, wind 7-02 CLOSED bldg, not locoted within 4.5.0 TC �1L=5.0 psP, wind 8C DL=5,0 psf, :Lt Wedge 2x4 SP #3! Iw=1.00 GCpi(i/-)=0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. DeFlectlon meets L/360 live and L/240 total load. 14 (A I) C. = E TVP _ T 4-1/16' i grr.,YJC n•-r• 1' 21 J4S:V'._' ar :T?1*-4k.-.'i!!1 Rv-110# U=109# NAILED NAILED SEO 30502 FBC/TPI2002(STD) C /RT-I.00(1.25)/10( 0) OTY= 1 ITAL= 1 REV. 7.38.0625. 19 SCALE =1 .0000 ZING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING ACING, REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) �UBLISHED 6Y TPI (TRUSS INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, . WI53719) FOR SAFETY PRACTICES 'LTO Y ATTACHEDNSTRUCTURALG THESE NPANELS ANDNBOTTOMLESS TCHORDSSHALL HAVE b PROPERLYDATTACHEDSHALL ARIGI VE G. -■IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS MORRIS A. SHRSHOUR P.E. 190B N.W. 112TH AVI`NUEP CORAL SPRINGS FL. 33071 (954) 753-198t3 T C L L TC DL BC D L 20, 15 . 1 0 - O s f R Opsf O S P P E F DATE 06-26-2008 DRWG D E SN R ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING NG, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. DESIGN CONFORMS WITH AP�LICRBLE IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GALV. STEE BC L L TOT. LD. 1 O . 55.0 O p S F sf O/A LEN. 41106 CONNECTORS OFACE OTHERWISE TED ON kALONTHISDRAWING UNLESS FZTRUSS AND POSITIAPPLY ESIGN NOTED. ONCONNECTORSPERDRAWINGS160A.HE LINDICATES ANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & EB5251 OUR.FRC. 1 .25 JOB # 13311 SPACING 2q. 0 " TYPE E J R C K nr%r-? _.._ _a- _I ... !At- ._ _Ill'•'_ _i_... 1"1.__ a._: _� _.__ .. ._ _Lf.L ._-_. a. _. .__ 00- Llddi1J Uenemarl< LonsT. & Uesi n / Simmons Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Wedge 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC ® 24" OC. 14 (A I) / L J.i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean h t, RSCE 7-D2, CLOSED bldgg, Located anyywhere in roof, CRT II EXP C, wind TC DL-5.0 psf, wind BC DL=5.O psf. Iw=1.00 GCp I (+/-) =0. 18 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Deflection meets L/360 live and=L/240 total food, Rv-67# U-76# NAILED i.0 m C0 3# NAILED DESC. = EJ3 SEO = 30505 PLT . TYP . -WAVE FBC/TPI2002 (STD) c /RT-1.0O a .25) /10 ( 0) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SCALE =1 .0000 --WARNING-; TRUSSES REQUIRE EXTREME CARE IN FABRICATINGJ, HANDLING SHIPPING INSTALLING MORRIS R. SHRSHOUR P.E. T C L L 20. O SP R E F AND BRACING. REFER TO HIS-81 (HANDLING INSTALLING AND GRACING), OUBLISHED 6Y TPI (TRUSS 190E N.N. 112TH AVllNUE P PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1986 TC DL 15. OpSf DATE 06-26-2008 `c,rre:vrn PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. +• BC DL 10.s DRWG IMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ,tiy36••• _, -• REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS I- ��: ' •,..'" 's� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 1 O . O P S D E SN R Il,ryd' y HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPr'LICRBLE B C L L Are;,:•:'=-:_:- PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER n•n �r• 17::, y�S.:V :: ;+r (+?: ��5�.,•�;, EXCEPTRASONOTED TION) APPLLYAND TCONNECTORS TOPI. ALPINE NEACHOFACERS ROFMTRUSSDE FAND GAUNLESS OTHERWISE GLOCATEDEEO TOT.LD. 55.0 Sf D/A LEN. 31001 ACCEPTTANCENbFPPROFESSIONALECTORS ENGINEERINGRRESPONSIBIILITY THIS DU R. F R C. 1.25 JOB #: 13311 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 6 E35251 SPACING 2 4 . 0 " TYPE E J A C K r%m r—t _ a _ -, .. �i,_ ._ _,rr _ _ i _ .._ . ram.. _ i._: _ .. _ . _ .. ._ _i.cc _. _,. _..... _ _. __ _ a . 00; Liddl11 UenemorK LonsT . & Ues i n / Simmons Kes i denoe / EJ2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top Bot chord chord 2x4 2x4 SP SP #2 N #2 N 140 mph wend, 15.00 Ft mean hqt, RSCE 7-02, CLOSED bldqq, Located anyywhere in rooF, CRT II, EXP C, wind TC DL=5.0 psF, wind BC DL=5.D psF. Iw=1.00 :Lt Wedge 2x4 SP #3; GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. - DeFlection meets L/360 live and L/240 total -load. Rv=14# U=39# NAILED 12 4.37 p 3X8 4 CAI) z 11-3/16" Rv= 4-13U1� # W=9-1/8" Rv=-2# U=17# NAILED SEO = 30508 PLT. TYP.EWRVE FBC/TPI2002(STD) c /RT-1.00u.25)/10( 0) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SCALE =1 .0000 +•WARNING+• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING MORRIS SHRSHOUR P.E. T C L L 20. O p s f REF AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) PUBLISHED 6Y TPI (TRUSS 190E N.W.H. 112TH AV�NUE PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES CORRL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS(. AN UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 7,93-1986 TC DL 15, OpsF DATE 06-26-2008 `C�r ��'}•✓ CEIILING. AT* -IMPORTANT-- FURNISH EASCOPY OFTTHISODESIGNHTOLTHEVINSTALLLATION CONTRACTOR. PRO ERLY ATTACHED IGI �y3` _ ,-•:; ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS B C D L 1 0.0 p s f DR WG r!.•' ,..•' ;'y DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 1 O.O p S F' D E SNR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APkICRBLE BC L L .1r•�;�; :=_•::=••-'•• :�� PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM P653 GR40 GRLV. STEEL TOT.LO. 55.0 sF O/R LEN. 20813 n•n :r• ,`::, i„>,I;; ++r (:;+)��.7+=i, EXCEPT AS NOTED. APPLY CONNECTORS.TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ACCEPTTANCENbFPPROFESSION ONALEENGINEERINPER GRRESPONSIBIILISO ITY SOLELYHE 411- FOROTHEHIS TRUSSACOMPONENTCRTE DU R. F A C. 1.25 JOB #: 13311 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 419554 & EB5251 SPACING 24. 0 " TYPE E J A C K r�r�r _.._ _i_ _• ...: i�_ ._ _�.er_ _i_.... ram.._ a_�_� .._.._e_.. ......... .. _�.ee _. _.,. _. .... _ _. ._._ F ' Job; Li d;dl lJ Uenemarl< GOnST . N Lies i n / 5 i mmons ryes i cence / Top chord 2x4 SP #2 N Bo t chord 2x4 SP #2 N In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/360 live and L/240 total load. IM15 UWb. FlltrHNtU UT IMt 1-11-r1Nt JUC UtbIUNtt rmuummn rnul-I IRuDo I-IrR O LM+UUI 140 mph wand, 15,00 Pt mean hqqt, RSCE 7-02, CLOSED bldqq, Locoted anywhere in roof, CRT II EXP C, wind TC DL=5.0 psf, wend BC DL=5.0 psf. Iw=1.00 GCpi (-/-)=O.ie Member design based on both MWFRS and C&C, wind reactions based on MWFRS. 2 4.37 Rv=51# U=40# NRILED T 4 (R1) 00 11-3/16" L7m JJ 6 Rv=91# U= 8�NHILkD Rv=39# U=8# W=8-5/16" DESC. = EJ1 SEO = 30618 PLT. TYP. -WRVE FBC/TPI2002(STD) C /RT-1.00(1.25)/!0( 0) CITY= 1 TOTRL= 1 REV. 7.38.0625. 19 SCALE =1 .0000 =■WRRNING.+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING 6RRCING) PUBLISHED 6Y TPI (TRUSS MORRIS R. SHRSHOUR P.E. T C L L 2 0.0 p S f R E F AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES 1908 N.W. 112TH AVENUE CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1986 TC DL 15.Opsf DATE 06-26-2008 �rff"�r*:✓ PROPERLY ATTACHED COPYY OFF TTHISCDESIIGNHTOHORD SALL THEY INSTALLLATION CONTRACTOR. IGI FURNISHPANELS 1 O O f CEILING. .*IMPORTANT**STRUCTURAL ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC D L • p S D R W G DESNR r!.• DESIGN: ANY FAILURE TO BUILD TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING BC L 10.0 sf "-•::-••' HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE L P O/R LEN. 10707 Af(j1_ :�� PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE RAL ON THIS DRAWING INDICATE TOT.LD. 55.0 Sf n•n'- I".:I Ji.Sti'.3 DUR.FRC. 1.25 JOB #: 13311 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24 .0 " TYPE MONO DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #19554 & EB5251 mmq! _.__ _a_ _1 ..:al_ ._ _ILr_ _a _._ r'1 .__ a._'_1 _.__[_._ - _. ._ .. I.rr- _.,. ... ... 00 c L1,3 311 J UenemarK l.onST . & Ues i n / b i mmons Hes i dence / U-lb THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 140 mph wind, 15.00 Ft mean hgt ASCE 7-02 CLOSED bldg, not locoted within 4.50 Bot chord 2x4 SP #2 N Ft From roof edge, CRT II, EX P �, wind TC bL=5.0 psF, wind BC DL=5.0 per. :Lt Wedge 2x4 SP #3: Iw=1.00 GCpIC+/-)=0.18 In lieu of rigid ceiling use purllns to brace BC 0 24" OC. Member design based on both MWFRS and C&C, wind reoctlons.based on MWFRS. DeFlection meets L/360 live and L/240 total load. 2X4 (All 4-1/16" T Rv=416# U=115# W =•,10-1/2" J Rv=151# U=148# NAILED cD r. m N Rv=94# U=4# NAILED SEO = 30458 PLT. TYP.CWRVE FBC/TP12002(STD) c /RT-1.00(1.25)/10( D) OTY= 3 TOTAL= 3 REV. 7.38.0625.19 SCALE O.7500 a'WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING HORRIS A. SHRSHOUR P.E. TC L L 20 . P S f REF RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING), PUBLISHED BY TPI (TRUSS 190E N.W. 112TH RV�NUE PLATE INSTITUTE, 5B3 D'ONOFRIO DR. SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1986 TC DL 15. Opsf DATE 07-15-2008 `(T(I''Orn PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGI � "'•% CEILING. --IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 SLI D R W G „}3`'•' ALPINE ENGINEERED PRODUCTS INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P r�••' ,..' :;`a� j DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 1 O . O S F D ESN R 4I(Ii_fJL_•;�:_-,.: ;� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL p _-- PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND n nw• I' I usv ..r r:: ' PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GALV. STEEL TOT, LD . 55. O Sf O/R LEN • 51008 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S&L ON THIS DRAWING INDICATES DUR.FAC. 1.25 JOB #: 13311 ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, 419S54 B EB5251 SPACING 2 4 . 0 " TYPE JACK OD lid 311J Uenemarl< L,onsT . & Ues i n / 5 I mmons Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/3GO live and L/240 total load. I 2X4 (Al) id a nc e / L J 5 H THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 Pt mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50 Ft from roof edge, CRT II, EXP C, wind TC 6L=5.0 psf, wind BC DL=5.0 psf, Iw=1.00 GCpi(+/-)-0.18 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Rv=194# U=170# NAILED DESC. = CJ5A PLT.. TYP. -WAVE _ FBC/TP12002(STD) Ca/RT-1.000.2s)/1D( o) OTY= 1 TO ++WARNING• -TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHI RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RACINGI, hBLI PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED TOP `(.(f•.'C)C►,� PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROP CEILING.--IMPORTRNT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLP „}3''.•' , —, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVI T!.•'' s DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR F III��J:•: ;•� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFOR J1,:•:_•:= PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMER • PAPER gSSOCIRTIONI AND TPI. ALPINE CONNECTORS ARE MRDE OF 20GR RSTM AS N—' 177.2.i:+ EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS C • THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THI RCCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTI r\ m N 4# NAILED SEC = 61770 = 1 REV, 7.38.0810.04 SCALE=0.7500 G INSTALLING MORRIS ASHRSHOUR P.E. T C L L 20 . 0 p S f REF 6Y TPI (TRUSS 1908 N.W.. 112TH FWNUE ETY PRACTICES CORAL SPRINGS FL. 33071 DRSHALL HAVE (954) 75$-1986 TC OL 15.Opsf' DATE 07-15-2008 NCONTRACTOR BC OL 10 - Opsf DRWG FROM THIS GATING 10.Opsf DESNR ITH RP�LICRBLE BC L L FOREST AND R40GRLV, STEEL TOT.LD. 55,0 sf O/A LEN. 51008 WISE LOCATED 0 AWING INDICATEE DUR.FRC. 1.25 JOB #: 13311 COMPONENT R BUILDING FL. REG, #13554 & EB5251 SPACING 24.0" TYPE JACK r•�r'�r f _._- -i- -� .. .: u_ ._ _err_ _�_._. r'�.._ a._: _� .._.._:_._ .. .. ... .. ._ _i.u_ ,_.. ... .__. _ _. ..... � OD • ( I I i J uenemorK uonsT . & ues i n / b i mmons I -(es i pence / Lid THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR' S LAYOUT Top Bo chord chord 2x4 2x4 SP SP #2 N #2 N 140 mph wind, 15.00 Ft mean hK, 'SCE 7-D2, CLOSED bldqq, Located on where in :Lt Wedge 2x4 SP #3: roof, CRT II EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf, Iw=1.0� GCpi(+/-)-O.IB In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. I(A1) Rv=77# U=86# NAILED LO !f���1:liIrJ�1 PLT. TYP . CWAVE FBC/TPI2002 (STD) c /RT-1.OD a .25) /i0 ( 0) OTY= 4 TOTAL= 4 REV. 7.38 . •0625. • ....... ...... . .....0 . C. - SEO 30476 0625.19 SCALE=1.0000 ;;WARNING;; TRUSSES REOUIRE EXTREME CARE IN FABRICATING HRNDLING SHIPPING INSTALLING MORRIS A. SHRSHOUR P E TC L L 20. O p S f R E F RND BRACING. REFER TO HIS-91 (HRNDLING INSTALLING AND 6RRCING) EUBLISHED 6Y TPI (TRUSS 1908 N.W. 112TH AVENUE PLATE INSTITUTE, 5B3 D'ONOFRIO 'OR., SUITE 200, MADISON, WI•. 53719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (854) 753-1986 TC DL 15.0 Sf DATE 07-15-2008 `(.rr'pr'n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGI p "••% CEILING. ;;IMPORTRNT;; FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0 Sf DRWG „y3',•' REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS P r!••',,:•'' :t q j DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 84LICRBLE BC L L 10. 0 p s f D E SN R PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND n•n v.• ,7-�, yi,y;y� 4r ; :?+j ab„:.py_i, PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALV. STEELTOT.LD. 55. O sf O/A LEN. 31008 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 DUR . FRC . 1 25 JOB # : 13311 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SlIAL ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL, REG, #19554 & EB5251 SPACING 24• 0 " TYPE J A C K JUL) • (136111 UenemarK i-onST . & Ues I n / b i mmons ties i dence / L;JJH THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord Bot chord 2x4 SP 2x4 SP #2 N #2 N 140 Mph wind, 15.00 roof, CRT II, EXP C, Ft mean hgt, RSCE 7-02CLOSED bll,q Locoted anyywhere In wind TC DL=5.0 psf, wind BC DL=5.0 psr. Iw=1.00 In lieu of rigid ceiling use purlins to brace BC ® 24" CC. GCpt(+ /-)=0.18 DeFlection meets L/360 live and L/240 total load. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. I(A1) PLT. TYP.CWRV Rv=126# U=110# NAILED NAILED SEO = 30466 FBC/TPI2002 (STD) c /RT-I .DO (1 .2S) /I0 ( D) OTY= 2 TOTAL= 2 REV. 7.38.0625.19 SCALE =1 .0000 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING D BRACING.' REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) �UBLSHED 6Y TPI (TRUSS ATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES OPERLIOR TO Y ATTACHEDNSTRUCTURALG THESE NPANELS ANDNBOTTOMLESS TCHO DSSHALLIHAVEDA PROPERLLYCHORD ATTACHEDSHALL ARIGI VE ILING. •vIMPORTRNT*m FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _INE ENGINEERED PRODUCTSURE TO , INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS VDLINGANY SHIPPING, INSTTALLDINGHANDTRUSSES BRACINGNOFOTRUSSES. WITH DESIGNTPI; CONFORMSRWITHIAP♦SLICRBLE MORRIS R. SHRSHOUR P.E. 1908 N.W. 112TH FWNUE CORAL SPRINGS FL. 33071 (954) 753-198� TC L L 2 . p s f TC D L 1 5. 0 p S f BC O L 1 0. O S P I BC L L 1 0. O p s F' REF DATE D 7- 1 5- 2 D 0 8 DR W G D E SN R OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 'ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GRLV. STEEL "EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE KAL ON THIS DRAWING INDICATES .EPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT TOT.LD. 55.0 sF O/A LEN. 3100E DUR.FRC. 1 .25 J06 #: 13311 SPACING ITYPP JACK SIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #18554 4 EB5251 _ xr - - 1 _ ._. _ M._ _ l..' _ 1 _ .. _ : _ ._ .... _ _ .. ..,.rr _ c � Job: 11;3;311J UenemorK Uons7 . & Ues i n / b i mmons nes i aence / LJ1 Top chord 2x4'SP #2 N got chord 2x4 SP #2 N :Lt Wedge 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC ® 24" OC. I(AI) Rv=-41# U=3550I# NAILED I CO ^1 T 4-1/16" I 10-1/2" J_ f�1Rv=2J7# U=78# W=8" Rv=-45# U=39# NAILED 12 3C. = CJ1 T_ TYP. -WRVF FRC/TP1200209TD) Co/RT-1.0001.25)/100 0) OTY= PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MHOISON PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE rr--'V n PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD S �C - CEILING. •■IMPORTANT•■ FURNISH A COPY OF THIS DESIGN ,�}3n••' ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSI r�.• ;(a DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANC 1f1,!T(a..`�.;:-,,::•.;:.•;` HANDLING, SHIPPING r INSTALLING AND BRACING OF TRUSSES. _ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLI -- PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE n•n v EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRU THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z, ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONE IH1S UWU. HHLFHHLU CY IHt 1-11-1-1Nt JUO Utb1UNtK FKUUKHM 1•KUFI IKUbb rirK b LnTUUI 140 mph wind, 15.00 Ft meon h t, RSCE 7-02, CLOSED bldqq, Locoted anywhere in roof, CRT II EXP C, wind TC �L=5.0 psF, wind BC DL=5.0 psF. Iw=1.00 GCp i (+/-) =0. 18 Member design based on both MWFRS and C&C, wind reactions based on MWFRS. DeFlection meets L/360,live and L/240 total food. SE0 = 30479 TOTRL= 4 REV. 7.38.0625.19 SCALE=1.0000 ING SHIPPING INSTALLING MORRIS A. SHRSHOUR P.E. TC LL 20.. OpSF� REF PUBLISHED 6Y TPI (TRUSS 1908 N.M. 112TH RVtNUE 719) FOR SAFETY PRACTICES CORAL SPRINGS FL. 33071 ED TOP CHORD SHALL HAVE C9541 753-1986 TC DL 15.OpsF' DATE 07-15-2008 E b PROPERLY ATTACHED RIGI INSTALLATION CONTRACTOR. BC DL 10. OpsF' ORWG ANY DEVIATION FROM THIS PI: OR FABRICATING BC LL 10 • OpSf DESNR N CONFORMS WITH AP�'LICABLE OP SF AMERICAN FOREST AND RSTM A653 GR40 GALV, STEEL TOT.LD. 55.0 sF O/R LEN. 11008 UNLESS OTHERWISE LOCATED 0 L ON THIS DRAWING INDICATE DUR.FRC. 1 .25 JOB #: 13311 OR THE TRUSS COMPONENT NY PARTICULAR BUILDING FL. REG, #19554 & EB5251 ISPACING 24.01' TYPE JACK OO: Liddl l) Uenema K UonST . & Ues i n / b I morons Nes I aence / UjiM THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRHM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP Bot 2x4 SP #2 N #2 N 140 mph w(nd, 15.00 Pt mecn hggt, RSCE 7-02, CLOSED bldgg, Located onyywhere In chord roof, CRT 1I, EXP C, wind TC DL=5.0 psf, wend BC DL=5.0 psf. Iw=1.00 In lieu of rigid ceiling use purlins to brace BC'® 24" OC. Member design based on both MWFRS and C&C, wind reaotions based on MWFRS. Deflection meets L/360 live and L/240 total load. Rv=57# U=50# NAILED 12 5 fRll � 4-1/16" J—Rv 114# 32#1/2W_8.: Rv-40# U-5# NRILED DESC. = CJ1R SEC = 30473 PLT. TYP. -WAVE FBC/TP12002(STD) C /RT-1.00(1.25)/1O( 0) OTY= 2 TOTAL= 2 REV. 7.38.0625. 19 . SCALE =1 .0000 •mWRRNING++ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB=91 (HANDLING INSTALLING AND 6RRCING) �UBLISHED 6Y TPI '(TRUSS HORRIS A. SHASHOUR P.E. T C L L SF 20. On S f R E F INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES 1909 N.W. 112TH AVINUEOp CORAL SPRINGS FL. 33071 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE (954) 753-1986 TC DL 15.OpSf DATE 07-15-2008 r"} RTs-IMPORTANT+■HED STRUCTURAL BOTTOM PROPERLY•✓ �C« INSTALLATION CONTRRCOPERLY TORIGI DESIIGNHTOLTHEHAVE THISCHORD FURNISHPANELS CEILING. COPYY OFF 1 O OpS� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL • DRWG ,'3,3'-••' -•:; l�.•'' j ENGINEERED DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING .•'" r's, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH RPALICABLE B C L L 10. O p S F D ES N R - -- - - PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND TOT. LD 55. O sF O/R LEN. 11008 n•n r•• ,`::, yyS11'.3 Gr{?+j g5�.:y_�� PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTED 0 . 1. 2 5 J D B #: 13311 ACCEPTANCEN6FPPROFESSIOION NALEENGINEERINGRRESPONSIBWINGS ILITY SOLELY&FOROTHEHIS TRUSSACOMPONENTCRTE D U R. F A C. DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #13554 B EB5251 SPACING 24. 0 �� TYPE JACK ob: LiJ,31.1J Uenemorl< honsT . & Ues i n / b i mmons I-tes i oence / Hi/ Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 N :Lt Wedge 2x4 SP #3: In lieu of rigid ceiling use purlins to brace BC ® 24" OC. The following members need concentrated loads at the heel: 3-0-0 span/setback member on the 0-10-0 cant side requires 10 Ibs and the 3-0-0 span/setbock member on the 0-10-0 cant side requires 10 lbs. Hip ack supports 6-8-0 setback jacks with 0-10-0 cantilever one face: 0-10-0 cantilever opposite face. 27# 3X4 CAI) T 4-1/16•• _L N =375# U=166# W=11-5/16"4-3/8" t..i TVP - PLATE INSTITUTE, 583 D'0 PRIOR TO PERFORMING THES (.Trcurr. PROPERLY ATTACHED STRUCT �,:••'• '••✓ CEILING. *;IMPORTANT*; ALPINE ENGINEERED PRODUC r�••' 's j DESIGN: ANY FAILURE TO B •+••• HANDLING, SHIPPING, INST 1Fi!T,: _::'-•`'••''� PROVISIONS OF NOS (NATIO - - - PAPER ASSOCIATION) AND T k+-(--!jA63-:Q!I EXCEPT AS NOTED. APPLY THIS DESIGN POSITION CO ACCEPTANCE bF PROFESSION DESIGN SHOWN. THE SUITR TS TNG PFCPnNQTPTI TTV nF THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Trusses or components connecting to this girder hove been modified by the truss designer. The loading for this girder, requires verif'icotton for accurooy. 140 mph wind, 15.00 Pt mean , RSCE 7-02, CLOSED blcipL000ted onywhere in roof, CRT III EXP C, wind TC DL-5.0 psf, wind BC DL=5.psf. Iw=1.00 GCp i (+/-) -0. 18 Wind reactions based on MWFRS pressures, Sub-Foscio beam assumptions: 3-0-0 sub-foscto beam on the 0-10-0 cantilever side. 3-0-0 sub -fascia beam on the 0-10-0 cantilever side. Deflection meets L/360 live and L/240 total lood. Rv=359# U=266# NAILED 00 M Rv=214# U=0# NAILED 1.25)/10( of OTY= 2 . TOTAL= EIHIPPIN INSTALLINGRAND G6RRCING7NG�UBLISHEDGbY TE 200, MADISON, WI. 53719) FOR SAFETY NLESS OTHERWISE INDICATED TOP CHORD S RRL'PANELS RND BOTTOM CHORD SHALL HAVE b PROPERLY ATTACHED cURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOI 5, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI' ILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING LING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APLICi 9L DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST ANI I. RLPINE CONNECTORS ARE MADE OF 20GR RSTM 8653 GR40 GALV. ONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCAT' VECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS DRAWING INOD ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RITI nTNR nFBTRNFR. PFR RNST/TPT I-1995 SFrTTnN 9_ SEO 61711 87 MORRIS A. SHRSHOUR P.E. S 1908 N.W. 112TH FRNUE [9541 753=1988 FL. 33071 I _ DIN FL. AEG, N19554 B EB5251 TC LL TC OL BC OL BC LL TOT. LD. 20.0 sf REF P 15. Opsf 10 - OPsf 10.Opsf 55 - O sf DATE 07-15-2008 DRWG DESNR 0/R LEN. 90406 DUR . FRC . 1.25 JOB # : 13311 SPACING 24.0" J19 TYPE HIP_Ed r•+r�r�_.._ _a_ _i ..: a,_ ._ _Itr_ _a-.__ ram.._ a._•_� .... .:. .. .. ..I.rt_ _.,. _. ._.. _ .. ___ OD- L1J311) uenemarK uOnST . N ues I n / 5 i mmonS Res i uence / miz) IHls UWb. HHLI`HHLU UY IHt HLH1Nt JUd Ul:6IbNtH HHU(iHHM FHUM MUSS MFH'S LHYUUI To B. chord 2x4 SP #2 N N 140 mph wind, 15.00 Ft mean hqt, RSCE 7-02, CLOSED bldqq, Located ontd�where in chord 2x4 SP #2 roof, CRT II EXP C, wind TC DL=5.0 psF, wind BC OL=5.0 psf. Iw=1.00 :Lt Wedge 2x4 SP #3: GCpi(./-)=0.18 In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L/240 total load. Hipjack supports 5-4-0 setback jacks with no webs: 3X4 (A1) 4-1/16" Rv=268# U=199# NAILED cD co N 7'Q-7/16 Rv=322# U=137# W=11-5/16 Rv=166# U=0# NAILED DESC. = HJ5 SEO = 30485 PLT . TYP . -WAVE FBC/TPI2002 (STD) C /RT-1.OD (1.25) /!0 ( 0) OTY= 1 TOTAL= 1 REV. 7.38.0625. 19 SCALE=0.7500 « r'~•✓ ,a3'-,••' ,-•:; r!.• "•,,.%" ?r's j 1r.••:•:::•_::-••' ,'� __ =+WRRNING*• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND 6RRCING) IUBLISHED 6Y TPI (TRUSS PLATE INSTITUTE, 5B3 0 ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED +■IMPORTRNT+■STRUCTURAL DESIIGNSHALL FURNISHPANELS COPYY-OFBOTTOM THISCHORD THEHAVE IGIINSTALLLATION CONTRACTOR CEILING. REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ROLICABLE PROVISIONS OF NOS IN DESIGN SPECIFICATION PUBLISHED BY THE flMERICRN FOREST FIND PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE kFIL ON THIS DRAWING INDICRTEE MORRIS R. SHRSHOUR P.E. 190E N,W. 112TH RV�NUE CORAL SPRINGS FL. 33071 (954) 753-1986 T C L L 2 0 . O S f' P TC DL 15.0PSF BC DL 10.0 sf' 1 O . O S BC L L P TOT,LD. 55.0 SF' R E F DATE 06-26-2008 DRWG D E SN R O/A LEN. 70607 n•n�• i`�:iiifv7a ..r(s,.:. DUR.FAC. 1.25 IJOB #: 13311 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING FL. REG, #13554 6 E95251 SPACING 2 4 . 0 " TYPE HIP —JACK _1 ...:11_ ._ Jrr OD; Ll.o.311J uenemO.rK i-onST . & ues l n / J l mmons mes l aence / mj4 IHib UWV. FNh F'HKLU by IHE HLHINE JUd U1:61UNEK HKUUNHM I-KUM IKUbS MFK b LHYUUI Top chord 2x4 SP #2 N Trusses or components connecting to this girder hove been modified by the truss Bot chord 2x4 SP #2 N designer. The loading For this girder requires veriPlootion For accuracy. :Lt Wedge 2x4 SP #3: In lieu to brace BC ® 24" OC. 140 mph Ft from wind, 15.00 Ft CRT mean RSCE 7-02 CLOSED bldg, not located within 4.50 II, EXP �, TC bL=5.0 BC DL=5.0 of rigid ceiling use purlins roof edge, wind psF, wind psF. Iw-1.00 + GCpi( /-)-0.18 Deflection meets L/360 live and L/240 Total land. Member design based on both MWFRS and C&C, wind reactions based on MWFRS. 2X4 (A I) = h YP.- Rv=114# U=115# NAILED M N Rv=367# U=101# 4 W YN"' Rv=68# =4# NAILED FBC/TPI2002(STD) Ca/RT-1.000.25)/io( o) OTY= 1 TOTAL= 1 ARNINGsa TRUSSES REOUIRE EXTREME CARE IN FABRICATINGHANDLING SHIPPING INSTAL BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), PUBLISHED 6Y TPI TE INSTITUTE, 583 D•ONOFRID DR. SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACT OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL H PERLY RTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 6 PROPERLY ATTACHED LING. ++IMPORTRNT+• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT INE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH IGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING DLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APGLI VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST R ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GRLV. EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCR S DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SGRL ON THIS DRAWING IND EPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR.ANY PARTICULAR BUILDIN THE RFSPONSTRTI TTY nF THF RITT n7mr n STr.NFR. PFR RNST/TPT I-IR96 RFCTTnN 7. ING RUSS MORRIS A. SHRSHOUR P.E. 1908 N.M. 112TH AVENUE TC LL 20 O SP P REF DATE 06-26-2008 CES VE CORAL SPRINGS FL. 33071 (954) 753-1986 TC DL 15.OpsF RIG) R. BC DL 10.OpsF DRWG ABLE BC LL 10.OpsF DESNR O/R LEN. 41010 STEE TOT.LD. 55.0 sF CRTE DUR.FRC. 1.25 JOB #: 13311 FL. REG, #19554 & EB5251 SPACING 24.0" TYPE HIP_JACK 00 - t idd I I uenemarK L.onST , & UeS i n / 5 ! mmons roes ! aence / mid THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Trusses or components connecting to this girder hove been modified bq the truss Bot chord 2x4 SP #2 N designer. The loading for this girder requires verification for accuroog. :Lt Wedge 2x4 SP #3: 140 mph wind, 15.00 Pt mean hqqt, RSCE 7-02, CLOSED bldqq, Located anywhere in In lieu of rigid Gelling use purlins to brace BC ® 24" OC. roof, CRT II, EXP C, wind TC DL-5.0 psf, wend BC DL=5.D psf. Iw=1.D0 Deflection meets L/360 live and L/240 total load, -.- Member design based on both MWFRS and C&C, wind reactions based on MWFRS, 14 (A I) T 4-1/16" �— 11 -3/4" —e Rv= 12 4.31 F� Rv=74# U=82# NAILED #1-3WIV,5/16" Rv=41# U=2# NAILED DESC. = PLT . TYP HJ3 . -WAVE FBC/TPI2002 (STOI C /RT-1.00 (1.25) /10 ( 0) OTY= 1 TOTAL= 1 REV. 7.38.0625.19 SEO = SCALE 30542 1 .0000 •c-rr-pr` ,a3`-••' _ ,-•:; r!.••'' ,,.'"' :F'a� li ra.:`' 1f;::._::__:---'•- •,' '.,`•., -- -- ""- n•nv.• ,-:,ylg.al',2 ++r,; 7_`;-06d-:-Q!1 +•WARNING■• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING, REFER TO HIS-91 (HANDLING INSTALLING AND 6RRCING), PLATE INSTITUTE, 583 DhBLISHED �Y TPI (TRUSS 'ONOFRIO OR., SUITE 200, MRDISON, WI. 537is) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGI CEILING. *:IMPORTANT*- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AOLICABLE PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS PRE MADE OF 20GA RSTM R653 GR40 GRLV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS DRAWING INDICATE ACCEPTANCE dF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING MORRIS A. SHRSHOUR P.E. 1908 N,W. 112TH FWNUE CORAL SPRINGS FL. 33071 (954) 753-1986 FL. REG, 019554 & EB5251 T C L L TC DL B C D L BC L L TOT.LO. 20. SP P 15 . CPSC 1 OPSF l O.OpSf 55.0 Sf R E F DATE 06-26-2008 DR WG DESNR O/A LEN. 40103 DURFRC, 1.25 . JOB #: 13311 SPACING 2 4 . D " TYPE HIP -JACK ♦r�_.._ _i_ _� ...:i i_ ._ _irr_ _�_.... ram.__ a..: _� _._.__:_.. .... ... .. .. .. �.cr_ _.,. _. ._. _ ...__- STEPDOtiM1'ti CORNER SET TOP CHORD 2X4 S0, PINE.p N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 S0. PINE N .WEBS 2X4 SO, PINE HIPJACK TOP ZHORD LUMBER. GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1•-06-00 1-09--00 2-00-00 1 2-01-07 2-05-i1 2-09-15 2 N 2 N 2 2 DENSE OR 1 N 1 2 DENSE 2' TY: 7 CORNER SET SETBACK 7' 0" 0 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, UPLIFT: 350# 200# SRG LOC: + ++ UPLIFT. PD 805(D)PEOD7,5(0WIND E11100MPH MANTOTAL 330) TNCLOSED. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, GP 580 # BRUPLIFT: + # +0+ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED-120 MPH, - MEAN HGT=22,6 FT, ENCLOSED. (SBC) J5 J7 ** Soo 12 to • 6,00 i2x4 ++ 1• 3, 5, 7, . R-483#, W-3.60' END AND' CORNER JACKS r= Hi 5 3 1 ®I — 1 t 7 2' TYP. +++ OPTIONAL VERTICAL WEB, USE W1,5X4 AT BOTTOM OF VERTICAL, USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. ' (2) 16d TOENAILS .. (3) 16d TOENAILS 212 12 W2X4 4 1P2X5 i W3X4 ** 0RR t S(}{PSON• +++ 3/a' —� T A28 *� * 9-10-13 OVER 2 SUPPORTS R-852/, W-3.50' HIPJACK uO C,, to 1AtlNIGATING, MAtIDL1NG,.SMIPPWG, INSTALLING AND Ih10RR13 A. 9NA9HOUA, PE, BRACING, RCFtR TO SCSI 1-00 CBuh D➢+G COMPONENT SAFCIT INFORMAtlON), PUBLISI£➢ By TPI (TRUSS PLAtf INPTITUTE, 9B9 D'ONOFRIO DR„ SuliC 000, MADISOM, Vt, 3]T19) AND wTCA tV00D TRUSS CO.NG0. l908 N1i1. 112TN'AVENUE OF AtERiG, d]OD CNTERPRtSE LN, FfA➢ISON VI 90)19) FOR S' TT PRACTICES PRItR TO PERFORMING orTv cz>� TNCSC FIArCTD]HS, RLfSS ITNERvtSC [NDJGTCD, TOP Cs O HALL w1V[ PRCtE1SY ATTAC7�D CORAL 3PRINGB, FL. 330�1 l I STRuCt'li3WL PANELS AND BOTTOM Cp'MD SHALL HAVC .A PRCKO�r AtTACWD R1CLn CCL➢4c, 195a•�33.198b rt "� wa(NFOR1'AN?na FURNISH CIPI ll' -N1S DES10N TO INSTALL Tll3r COHTRA[YOR. Ai PSr.E fM 1t4iRCD �ROI7l�TS Its, SMN..i. hOT BC RCSPONS(BLf FOR r.NT DEVIA TeOn FR@+ i1ftS DESICeI; .uaY FAILURE ,Ti \�\ - UILD YHE TR_�SS iN COr1FOR7:.• VIiH iPlr l% FABRiCa 1'irA:. HAH 1HC,, M!A'f>IHC, it<3TJr_s.!J,c c BRAGSNG OF tRUSSCS. GCSIGN C.ONFOro�i VITN J,P.rt.tCn?�E PRCVtslGHS OC�r:GS <ns: TSssiL -StEk Sf{., t'F+a (?M1)s21.4Aw= Pax ('tu+)a6t•5.'.•? BY AFtPA) AHD TPi. A'�!NC C38rfCtOR P,..4�:.S ARf ytDC •c'i++ Aas] CRADC <0/eA CM,K/H,S7 C,py, 1', S?C£,,. APFLY n' ATES C EACH FACt OF YRUSS ANti, UNLESS OTM[RvISC LDUT[D Crt YH]S *�CSSO+f, POL`ITt r'ER DRAVD+GS I60A-2, ANT INSPECTION ff PLATES FOu.OVED BY (U SMALL 9f P[R µN[X A] tY TPt 1-800t S[0. 3, A S[" IN TNIS DRAVING INDICATES .06"ANCC [Y • PROFCSSICNAL ENGIN[CRING R[SPONSIBD.IIY S=y FOR TNC TRUSS CCwPONENT OtSIGN NCc Or tTf SUITABtLITY AND US£ OF THIS COMPONMI FOR MY BVILDING IS rc RESPONSIBILITY OF THE PUILDIK ,,. DCSICNCR, PCR ANSI/TPI 1 SCC, 4 FL. REG, 019554 a EB5251 - • . 3s THIS DRAWING REPLACES DRAWING HC11795029 TC- LL" 30 MAX PSF REF 7' STBK CS TC DL 15 MAX PSF DATE 11/26/03 BC DL 10 PSF I DRWG CS7SMA1103 BC i? 0 PSF -ENG SJP/KAR TOT. LD. 55 MAX PSF DUR. FAC, 1.33 .511 SPACING SEE ABOVE STEPDOVVN CORNER SET TOP CHORD 2X6 S0, PINE 2 N, 11' JACK (J11) IS 2X6 S0. BOT CHORD. 2X4 S0, PINE 2 PINE #2 DENSE BOT CHORD (ALTERNATE LO ING, •**) 2X4 S0, PINE #2 N WEBS 2X4 SO. PINE #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 750# 450# BRG LOC., • 0 0' �HIPJACK�j 0'0" (END & CNR. JKS•) UPLIFT HCTT20,0 DEAD SPEED-1 OSED MPH, MEAN , ENAC.DLOSEDI, (SBC) CORNER SET + (2) 16d TOENAILS SETBACK • (3) 16d .TOENAILS 11' 0" 0 ++ (4) 18d TOENAILS '• PROVIDE CONNECTION FOR 725# UPLIFT AND 1250# DOWNWARD, SIMPSON THJA26 MAY BE USED -IF #1 HIP HAS .A MINIMUM 2X6 5.0, PINE BOTTOM CHORD. (A) 1X4 • "T" BRACE, 80% LENGTH OF WEB MEMBER, SAME SPECIES' & GRADE OR BETTER, ATTACH WITH 8d NAILS 0 6" O,C, ROOF OVERHANG SUPPORTS 2.00 .PSF SOFFIT LOAD, J1 33 ++ J5 J7 �, J9 4 00 12. J11 a 50 + W2X4 2' 1' 3' Rm811#, W=31501, END AND CORNER JACKS 2' TYP , 2' 2' 2' 2' 2' 1' 2' 2 HIP OR COMMON TRUSS 1 HIP TRUSS . IIJ1 IIJ3 IIJS IIJ7 1IJ9 IIJ11]F , 12' 1, 2' 2, 2, 2' 2, 2,� HJ .83 12 O 4.C� • W4X5 ;-MNON�-- SLICE WSPLICE (A) W2X7 W6X4 W3X4 2-9-15 15-08-11 OVER 2 SUPPORTS R=1384q, We3.5O" HIPJACK ALTERNATE LOADING — TCLL 20 PSF TCDL 7 PSF BCDL 10 PSF TOT,LD, 37 PSF DUR,FAC. 1.25 THIS DRAWING REPLACES DRAWING HC244920O1 ARVARMINOu TRUSSES RCOUIRE EXTREME CARE IN FABRICATDHG, MAI' ING, SHIPPING, INSTALLING AND BRACING REFER to DOS, 1-0] 4PUILDING CC4HPOH.NT SAFETY 140'MAT1ON), PUBLISHED Br tPl (TRUSS MORRIS A,'9HASHOLIA, PE, TC LL 30 PSF REF 11' STBK CS • I AM RICA 111 se] n•cv11 M.SURE e1 MADISFO vt• �s]�Is) AND rrcA I'll T1111 COUNCIL of AMERtCA, 6]00 [NTERPRISC LN, MADISON, V( S]T19> FOR SAFETY PRACTICES PRIOR To PERFORMING THE FUNCTftP(S• UNLESS GTNERVISC 1909 N,W, 112TH AVENUE CORAL TC DL 15 PSF DATE 11/26/03 h INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CORD SMALL HAVE A PROPERLY ATTACHED CEILIMG 9PRING9, FL, 33m'11 DRWG CSI I5BKA1103 .RIGID ■OIMPORTANT■■ FURNISH COPY OF THIS DESIGN TO WSTALLATION CONTRACTOR; ALPINE CNGtNECRED 954•133.IS66 8C DL 10 PSF A�La PRODUCTS tNG, SHMy NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TMIS,OESIGN) ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE VITM TPI) OR, FABRICATING, MANWHO, SHIPPINC; 1NSTAL•LINC L BRACING Of TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BT AF►PA) AND TPL ALPINE CONNECTOR PLATES ARE MADE Of 90/I0/t6GA CWIVS/K) AM A622 GRADE B C LL 0 PSF TOT. LD. 55 PSF — ENG SJ P/ KAR PH �f6►U 4HII.DfIG N� roe+)4f1•e0D1 40/60 CV,K/H,S) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED CM THIS OrtIGN, POSITION PER DRAWINGS 160A-1. AMY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BUR• FAC, 1,33 • BE PER ANNEX 62 Or TPI I•D9011 SEC, ], A SEAL ON THIS DRAWING INDICATES ACCCPTANCC OF PRWESSIONAL CHO1NCOIN] RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DCSIGN - DESIGSUMSHOWN. THE DESIGNER, PAND USE tTHS COMPONENT FIX ANT fUD.DtNG IS tHE RESPQrS1DlL1TT OF THE BUILDING OES1OM t7! ANSI/TPI I IS 8 FL. REO, �9554 1 E55251 SPACING SEE ABOVE CORNER SET • 4-Sd 'NAILS OR 3-16d NAILS i• 2-8d NAILS. OR 2-16d NAILS CORNER JACK * END JACKS TYPICAL - 5' END JACKS COMMON JACKS • FOR OVERHANGS OVER 24" ATTACH 2x4x3'-4" SCAB TO ONE FACE WITH 12d NAILS 4" O.G. 1 E 0 Y 0U PARTIAL PLACEMENT PLAN 3-16 d NAILS Z-O-14 CORNER JACK DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS SD3 MOTE : THIS DESIGN HAS BEEN CHECKED FOR MORRIS A. SHASHOUA, P.E. 140 MPH WIND LOAD. n08 N_W_ 112TH AVENUE FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO CORAL SPRINGS, FL. 330-1 SEPARATE ENGINEERING SHEETS. i 954 -153- {988 MINIMUM GRADE OF LUMBER TPI-95 CRIT., T.G. REFER TO SEPARATE 46CE-1-`38 / FBC2001 WB C. ENGINEERING DWG-5 STIR. INC.: 33% REP. STRESS. NO LOADING (PSF) o1n L D 5G TOP 30 15 �s BOTTOM m; 10 A�la�A. SPACING = 24," O.C_ FL. REG, v19554 4 E B5251 5TANDAIRID- GABLE END DETA . IL DIAGONAL OR L-BRACING REFER i0 TABLE BELOW 5/8" PLYWOOD SHEATHING CONTINUOUS BEARING i SPAN TO MATCH COMMON TRUSS TYPICAL 2x4 L-BRACE NAILED TO 2x4 VERTICALS .W/Sd NAILS, 8" O.C. VERTICAL STUD SECTION A -A 2x4 LATERAL BRACING AS REQUIRED. END WALL TRUSSES o 24" O.C. FURRING STRIP OR LATH LATERAL BRACING NAILING SCHEDULE VERTICAL HEIGHT NAIL AT EACH END UP TO l' - 0" 2 - fro d 3 - Irod OVER V-roll 4 - Trod MAXIMUI" I' VERTICAL STUD HEIGHT. .SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L-BRACE 12 INCH O.C. 5-1-2 I4-3-12 10-4-14 I(o INCH O_C. 5-1-0 12-4-12 24 INCH O.G. 4-5-4 10-1-1 8-0-3 1. VERT_ HAD BEEN CHECKED FOR 140 MPH WIND LOAD. MEAN WALL "EIGHT OF 15 FT_ AND L/240 DEFL_ GRIT, 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3_ FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4. BRACING SHOWN 15 FOR INDIVIDUAL TRUSS ONLY, CONSULT BLDG_ ARCHITECT OR ENGINEER FOR TEMOPRARY AND PERMANENT BRACING OF ROOF SYSTEM FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS_ MINIMUM GRADE OF LUMBER TPI-95 .GRIT. T.C. REFER TO SEPARATE ASCE-98 / FBC2001 B.C. ENGINEERING DWG.S STIR_ INC.: 33io WEBS REP_ STRESS : NO LOADING (PSF) L D TOP 30 15 1 BOTTOM 0 10 SPACING = 24" O.0 55 AtLa�t�G Sib 4 MORRIS A. SHASHOUA, P.E. IW8 N_W_ 112TH AVENUE CORAL SPRINGS, FL. 33011 954-153-Ba8 FL PEG, Ii3�;s4 4 EB5251 5TARDARIDJR,00F VALLEY DETAIL SUPPORTING TRUSSES ALLEY VALLEY AREA PARTIAL PLACEMENT PLAN SUPPORTING TRUSS. SEE NOTE (a ) -\ STRAP o 48" O.G. SEE NOTE (c) SUPPORTING TRUSSES a 24' O.C. MAX. NOTES: (a) PROVIDE CONTINUOUS BRACING ON VERTICALS OVER ro'-3"_ CONNECT BRACING TO VETICALS W/2-8d NAILS AND BRACING MUST BE TIED TO A FIXED POINT AT EACH END. (b) MAX_ SPACING FOR VERTICAL STUDS = 8'-0" ON TRUSSES WITH SPANS OVER 24'-0" T14F VERTICAL SHOULD BE SPACED AT ro'-0" O.G. MAX (c) CONN. FOR WIND UPLIFT W/MIN_ 11/411 , Iro GAUGE TWIST STRAP g 4'-0" INTERVALS W/4-I0cd NAILS EACH SIDE OF STRAP. MAX. 14ro MPH WIND SPEED_ 20'-0" MAX - WALL HEIGHT, 0" WEDGE NAILED TO TRUSS W/2-Sd TOE NAILS NOTE : PLYWOOD SHEATHING MAY OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. BE EXTENDED BELOW VALLEY TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW_ Svc FOR PLATES, REACTIONS, e UPLIFS REFER TO SEPARATE ENGINEERING SHEETS, MINIMUM GRADE OF LUMBER TPI-95 CRIT. T.G. REFER TO SEPARATE A5CEI-98 / FBC2001 B.C. ENGINEERING DWG.S STIR ING. 33% WEBS REP. STRESS : NO LOADING (PSF) Go�r,par�y L D TOP 30 15 BOTTOM 0 10 AtLa�,iti� SPACING = 24" O_C. MORRIS A_ SHASI--IOUA, P_E. 1908 NAJ 112TI-I AVENUE CORAL SPRINGS, FL. 33011 '354 -153 -1`388 FL. REG, 0195'54 a EE35251 4 TOP 'CHORD 2X4 2 OR BETTER BOT CHORD 2X4 �2 OR BETTER WEBS. 2X4 y3 OR BETTER PIGGYBACK DETAIL IN LIEU OF TRULOX CONNECTORS, ALPINE 82PB SPECIAL REFER TO SEALED DESIGN FOR DASHED PLATES, PIGGYBACK CONNECTORS MAY BE USED, SHOP APPLY SPACE PIGGYBACK VERTICALS AT 4' OC MAX. WITTOOTHED 4) 0120 PORTION, FIELD 3 8 NAILS HWNW MT EACHRFA E. TOP AND BOTTOM CHORD. -SPLICES MUST BE STAGGERED 'SO THAT ONE SPLICE, A NOT, DIRECTLY OVER ANOTHER, PIGGYBACK BOTTOM CHORD MAY BE OMITTED, ATTACH VERTICAL WERE TO 4) 8d COMMON NAILS (0,131'X2,51) TRUSS TOP CHORD WITH 1,5X3 PLATE, ATTACH PURLINS TO TOP OF FLAT TOP CHORD, IF PIGGYBACK 6 X S" X 1/2" RATED SHEATHING GUSSETS (EACH IS SOLID LUMBER OR THE BOTTOM CHORD 1S OMtfCED, PURLINS FACE) MAY BE USED IN LIEU OF TRULOX PLATES, MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS, ATTACH WITH (8) So. COMMON NAILS PER GUSSET, W REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING, (4) CAP $C AND (4) IN BASE TRUSS FLAT TC. THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDCI'IONS; 120 MPH WIND, 30' MEAN HOT, ASCE 7-93, CLOSED BLDG, 140 MPH WIND, 30' MEAN HOT, ASCE 7-98, CLOSED LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST BLDO, LOCATED ANYWHERE IN ROOF, CAT II, EXP, C, CAT 1, EXP C, WIND TC DL-5 PSF, WIND SC DLw6 PSF WIND TC DLr6 PSF, WIND BC DL-5 PSF 130 UP RIND, 30' MEAN HOT SBC JOINT TYPE SPANS UP TO 30' 34' 38' 52, A 2X4 2,5X4 2.5X4 3X5 B 4X6 5X8 5X8 5X6 C 1.5X3 I.SX4 1,5X4 I.5X4 D 5X4 5X5 5X5 5X8 E 4X6 OR 3X8 TRULOX AT 4' OC, ROTATED VERTICALLY ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF ATTACH TRULOX PLATES WITH (8 0,120" X 1.376" NAILS, OR WIND TC DL.8 PSF, WIND BC DL-6 PSF EQUAL, PER FACE PER PLY. (4)) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 180 TL FOR TRULOX FRONT 'FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX, MAX SIZE OF 2X12 A 2 OR BETTER E A E A E E E El A E E 20' FLAT TOP CHORD MAX SPAN WEB BRACING CHART WEB LENOTHI REQUIRED BRACING 0 TO 7 9 NO BRACING 7'9" TO 10' lx4 T BRACE, SAME GRADE, SPECIES AS WEB MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER, ATTACH WITH Sd NAILS AT 4. OC. 10' TO 14' 2x4 T BRACE, SAME GRADE, SPECIES AS WEB MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER: ATTACH WITH I8d NAILS AT * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) 0.120" X 1.376" NAILS PER FACE PER PLY. APPLY PPIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 0 0 0 O O o o e o 0 2 0 0 0 0 0 8 1 4 ----••--• •—�•••��•♦ nuu .+nu LAWJ,Vn vn i11FLLNL r1UUIMACK SPECIAL PLATE, ,.DRAWING REPLACES DRAWINGS 834,018 834,017 k 847,045 O-WAAMINCAK 'RACING. REFER toSSCSI 1-05 (BUILLINIG COMPPONENTASAFETYRInFORNADTION)', SP'Ue�s ED1 ByT API (TRUSSSS MAX LOAbING REF PIGGYBACK PLATE INSTITUTE, 533 D'ONOFRIO DR„ SUITE M MADISON, VI, 33719, AND VTCA (WOOD TRUSS COUNCIL OF AMERiCA, a3oD ENTERPRISE LN, MADISON, vt 537m FOR SAFETY PRACt10ES PRIOR TO PERFORMING 0 >Z THESE FUNCTICNS. UNLESS OTHCRVISE INDICATED, TOP CHORD SMALL KAYE PROPERLY ATTACKED STRUCTURAL PANELS AND BDTtOM GHC2D SHALL HAVE A PkCPERLY ATTACHCO 55 PSF AT DATE 1I�28��3 DRWG PIGBACKH1103 r; aJGID cftLtNG, �eatMPORTAMTe+ FURNiSh! COPY Of THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, lie... SHALL HOT BE RESStBLC FOR 1.33 DUR, PAC, —ENO DLJ/KAR �/. ANY DEVIATION FROM THIS DESIGN) ANT FAILURE TO COYNMP BUILD THE TRUSS IN mANCE vITH TPA OR fADRICATIMG, HANDLING, SHIPPING, INSTALLING 50 PSF AT .� P'hFl95a) a91•DDIL Fan (gD•U ql� e23'I DRACING OF TRUSSES. DESIGN COWCAMS WITH APPLICABLE PROVtStONS OF NOS (NATIONAL DESIGN SPEC, I By Af6PA) AND TFL AtP➢(C CpNNEC10R PLATES ARE MADE OF 20/IB/16CA <Yyl/5/K) ASTM Aa59 GRADE 1,25 DUR, FAG, ao/aC <v,K/H,S7 GALV, S,EEtr APPLT ELATES TO EACH FACE DF TRUSS AN➢, UNLiSS OTHERLOCATCL ON THIS DESIGN, POSITtLNv PER DRAVINGs IaOA•L ANT IIVSPECTDON OF PLATES FOLLOvED HT (I> SMALL 4 47 PSF AT Be PER AnNEX A: Of TPI 1-aDQ SEG 1 A SEAL ON THIS DRAVINO INDtCATCS ACCEPTANCC or rmDING 1.15 DUR. FAG. SUIGT•A IL1TYMAMDMUINEERSE OFM?"ISSCOMPONCNIT FTR AN WILSOLELY ISUTHE R[SPOHMSSDILITTCC�STHE WILDING DESIGNER, PER ANSI/TPt I Mo. L SPACING 24.0" PIC--jGY15ACK CONNECTION DETAIL THIS DES1C-iN 15 NOT REQUIRED TO LINE UP WITN TRUSS BELOW.f-CODE APPROVED STRAP. ,�. 5�a�a a OSEr SEE CNARr O ���J� ..:.-::• g`=' ''.,.:'' FP BELOW 1G !� .... ` ' 1`166YBACK TRUSS 2x4 PURLINS AT 24" O.C. STRUCTURAL TRUSS BELOW THIS DESIGN MUST LINE UP WITN TRUSS BELOW 8"x8"x5/8" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WITN 8-8d NAIL 5a� PIGGYBACK TRUSS �J / � 2 x4 PURLINS AT 24" O.C. 1st PURLIN OFFSET C14ART ', PITCH 3 1 4 5 6. 8. STRUCTURAL TRUSS BELOW OFFSET 1-9-1 1-4-5 1-1-5 0-11-5 0-9-15 0-8-15 PITCH 35 45 55 6.5 15 85 OFFSET 1-6-8 1-2'101-0-3 0-10-1 0-9-10-8-9 ELEVATED ID1=SIC=:rN FLUSH IDESIC3N I TRUSS ERECTOR 15 RESPONSIBLE FOR FURNISHING E INSTALLING BRACE MATERIAL- 2 BUILDER MUST PROVIDE TOP CHORD PURLINS AT 24" O.G. TO REPLACE PLYWOOD SHEATHING DIAPHRAI"I MISSING BETWEEN PIGGYBACK It SUPPORTING TRUSS- 3 THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 140 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30'-O" 4 THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, NEED CONDITIONS, d PLATING INFORMATION 5 ATTACH PURLINS TO STRUCTURAL TRUSS WITH 2 =16d NAILS AT EACH INTERSECTION, BRACE VERTICALS LONGER THAN 48" WITH Ix4's AT HALF POINTS CONNECTED WITH 2-10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. 6 THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL PIGGYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH 15 ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT_ REFER TO TRUSS PLATE INSTITUTE PUBLICATION "NIE3-91 SUMMARY SWEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. + I" WIDE 22 GAUGE STRAP 9 48" O.C_ BY BUILDER 1'10RRIS A_ SHASHOUA, PE_ LENGTH AS REQUIRED. ATTACH WAO-10d NAILS. i908 N.W. 112TI1 AVENUE CORAL SPRINGS, FL_ 33011 954-153-j9S�3 MINIMUM GRADE OF LUMBER TPI -95 CR1T. T.C. ASGE_1-98 / FBG2001 REFER TO SEPARATE f3 C. STR. INC.: 33ia ENGINEERING DWG.S UIEBS REP. STRESS.: NO LOADING CPSF� Gdrr�ri� Q TOP 30 15 i30TTON 0 10 �tL SPACING = 24" OC FL. PEG, $19554 4 E65251 ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHINGFIG. 1 COMPRESSION TrEBS,�TO PREVENT THIS 1 1 BEFORE AND AFTER FAILURE, ANCHOR 11 I II BUCKLING, 11 OR RESTRAIN THE LATERAL BRACING, I I I I I 11 CONTINUOUS LATERAL BRACING I USE METHOD SHOWN IN I (CLB) MAINTAINS SPACING, BUT ! PERMITS LATERAL BUCKLING FIG. 2, 3A k 39, OR OF ALL TIES MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHITECT. AEI G. ANCHORAG . Y t TT _ ING bESIGNER (OTHER ANCHORAGE .PROVISIONS FOR OTHER TYPES OF WALLS), ANCHORAGE (BY BUILAING DESIGNER) INTO SOLID END API WALL — RESTRAINS LATERAL BRACING, THEREBY PRffiVENTINO TIER BUCKLING, CLB CL.B COMPRESSION WEB CEILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLS - =), WHEN ANCHORAGE IS NOT AVAMABLE'AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR - ) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. .FIG. 3 EXAMPLE TRUSSES SHEATHING COMPRESSION WEB, SLOPING OR VERTI( OR TIER NEEDING BRACING, 2X4 #3 OR STUD GRADE DBR NAMED /7 TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT, ATTACH TO TIERS WITH (2) 16d (0,182')3.6') COMMON NAILS. ..WARNING.. tRUSSCI PCQUIRC CXTRCMC CARS IN fABRICAUNG, HANDLING, SMIPPtMG. INITALLtNO AND r1ORR16 A 6HA5HOUA, Pg. REF BRACE RESTRAINT ' BRACING, REICR TO Mll 1-41 (BUILDING COMPONCNT SAFETY INFORNATION), PUBLISHED BY TPI <TRUSS •PLAT[ INSTITUTE. M D'OMMIQ DR„ SWC 200, MADISON, vL 30T19) AND VTCA (WOOD TRUSS COUNCIL Df 6200 CNTCRPRISC 1O119) rOR IWS NIU, 112TH AVENUE 26 03 pTE 11 / / • AMERICA, LM, MADISON, VI SAMY PRACTICES PRIOR TO PCRPORMINO t1[SE FUNCTIONS. UNLESS ONCRWISE INDSCATCD, TOP CHORD SMALL MAYC PRCPLALY ATtACNCD CORAL 6PRING6, FL. 33011 1RWG BRCL.BANC1103 STRUCTIRAL PANMI AND BOTTOM CHORD SHALL MAVC A PRCPCRLY ATTACHED RIOLD CCILINC. 9B4.193.1989Era &AI PORTANIA• r(RMItK COPY Or TMIl DCSION tO INSTALLATION CONTRACTOR, ALPtKt CNOINCCRCOrjG ING,SMALL NOT BC RLCKH911Lt rat AMY DEVIATIW rROM MIS DCAIGM, ANY FAO.URC t0➢UKD KGF/KARRODUCTS TNi TRUSS IN CONFORMANCE WItN TPl OR FABRICATING, M1NDLfNG, SHIPPING, tNSTALLING LDRACINC Or TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS OMTIONAL DESIGN SPEC. lT ArLPA) AND tPl, At.Ptn[ CONNECTOR PLATES ARC MAD[ OF 20/18/160A tv,M/S/K) AMA63O GRADE 44/64 <WA/V/M,S) CAW. STEEL. APPLY PLATES TO EACH fACC OF TRUSS AND, UNLESS OTHERWISE LOCATED rS, (864/ 411•1f10 PAX FS64) 4B1.60B� • ON THIS DCSICN. POSITION PER DRAW042 1L4A-'L ANY INSPCCTICH Or PLATES rOLLOWCD lT <U SNAIL BC PCR ANNEX A3 Or tPi.1.2002 SCG S A SEAL ON THIS DRAWING INDICATES AGC[PTAHCC Of D • PROFESIMMAL CHOIMCCRING RCSPOMSIIILITY SOLELY POR THC TRUSS COMPONENT DCSION SHOWN THE SUITAWLIt,• EC.�2,MPON[NT rOR ANY BUILDING ti THE RESPCNStIO.ttT Of THE BUILDING OCSICNCA, PCRNANS1/TPI 1 SOr FL, REG,'�9894 t E�5251 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLS) IS SPECIFIED ON AN ALPINE TRUSS •DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED, NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR • MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING, WEB MEMBER SPECIFIED . CLB ALTERNATIVE BRACING SIZE BRACING. T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X0 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENOINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB, T-BRACING OR L--BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 18d NAILS AT 8" O.C. L—BRACE BRACE IS A MINIMUM ' 80y OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB, NO MORE THAN (1) SCAB PER FACE, ATTACH WITH 10d OR .128"x3" GUN SCAB NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE L—BRACE THIS DRAWING REPLACES DRAWING 579,840 uVARNtNOu 1RUSSCS RCOEXtRCMC CARE IN FADRICAt1NC, HANDLING, SMIPPING INSTALLING AND faACDi4 RE)'EULRC R TO 1CS1 1-00 4SU16DING COMPONEMT SAMY INFORMATICH), PunISHCZ By TPI (TRUSS TC LL PSF REF CLB SUBST. ' PLATE INSTttUtE, 902 O.OJOMO Da., SUITE 200, MADISON, VL 93119) AND VTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENtCRMtSE LN, MADISON, V1 W19) fOR SAFETY PRACTICES PRIOR TO PCRfORMING THCSC FLHCTIONS. UNLESS OTMCRVISE TC DL PSF DATE 11/26/03 ►1 INDICATED, TOP CHORD SMALL HAVE PROPERLY AMOCD staueTu(AL PAN0.S AND IOrtOH CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CCILINQ DRWG BRCL$SUB1103 __gy�pp AS1C,T�` ■AIMPWANtu fURN1SM COPY OF THIS OEStON TO INSTALLATION CONTRACTOR, ALPINE ENCXCRCD PRODUCTS i SS, INC., SMALL NOT IC RESPONSIBLE fOR ANY DEVIAtION FROM THIS DESIGN) ANY'FAILUIC TO lU1LD THE TRUIN COMMANANCC VItM TPI1 OR PANICAtING, MANDLING SMIPPINC, INSTALLING HC DL PSF BC LL PSF —ENG MLH/KAR ► /RAGNO CR TRUSSES, DES10N COWORMS VI APP61CABLC PROVISIONS bF NDS (NATIONAL DESIGN SPEC, Ph)ISM)4fl•fflm NxtfbU.Ifl•Gtf� IT ArLPA) AND TPI. ALPIK CONNECTOR PLATES ARE MADE M 20/18/160A (WN/S/X) AM A6DG ORADC 40/40 (VK/M,S) GALV, STEEL, APPLY PLATES TO EACH RACE Of TRUSS AND, UNLESS OTMERVtSE LOCATED TOT. LD, PSF ON THIS'DESION, POSITION PER DRAWINGS I&DA-L ANYANSPECTICN Of PLATES fOLLOVCD /Y (1) SMALL' )C PER ANNEX Af Of iP1 1-9002 SCC n, A S[A• ON THIS DAAVINO INDICATES AC►tAMCE OF CE DUR. FAG, PROFCSSIO(AL ENOINCIRIHG RESPO(SIIILITY SOLELY FOR THE TRUSS C"ONCNT DCSICN SHOWK tW SUITAf1LItY AND USE OF THIS COMGNENT rCR ANY IUILDING 1S THE RCSMMSIDILITT Of THE /UILDING SPACING 0CSIGNER, ►R ANS1/TPI I SEO, 2.E THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS, THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #3, STUD, OR STANDARD CRACKED OR BROKEN WEBS, NO MORE THAN 1 CRACK OR BREAK PER WEB AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED, CONTACT THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO. NOT COMPLY WITH THIS DETAIL, (B) = DAMAGED AREA, 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB, (S) (2) 2X4 SCABS,' SAME GRADE, SPECIES AS WEB MEMBER. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 88" .+ LENGTH OF DAMAGED AREA ( ^^ " ON BOTH SIDES OF THE DAMAGED EA. OR. 2, 807- OF THE ORIGINAL WEB LENGTH, ATTACK ONE SCAB TO EACH FACE OF THE WEB WITH A ROW OF lOd COMMON NAILS SPACED 4" OC STAGGERED REFER TO NAIL SPACING . DETAIL FOR ADDITIONAL NAIL INFORMATION, NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS A SPECIFICATIONS, lOd COMMON (0.148" x 3") NAILS: .DOUBLE ROW; STAGGERED `TYPICAL~ + = BACK FACE C .--...�� I�0 = FRONT FACE 1 STAGQER +70 + 0 + 0 + 0 + �, 3-1/2, 0_+ O + 0 + 0 + 0 11 NAIL. SPACING DETAIL TRUSS REPAIR DAMAGED TRUSSES MUST BE CAREFULLY [VALUATED TO DETERMINC THE EXTENT Of DAMAGE AND THE FEASl ILITY OF REPAIR, IN SOME CASES THE PRUDENT SOLUTION IS TO SCffRAP THEEDAKA CD TRUSSC AND REBUILD, INTERNAL WOOD FIBER DAMAGE AND SS Attia° EADILY CONfRAC?bR GdNS DER iHEtSC USE LO T THE DA GE SN BENDING OR OTAHEIR DECKS ON CANNOT BE RMHTHER TO REPAIR OR REBUILD. rh �rYU 401-S D PM te&4)4%j.gfj REPAtR WORK SHOWN, ON THIS DRAWING APPLIES ONLY TCO THOSE gSMCCIIONS OF THE OUAtS.INEpDP THIRD PARTHRREINSPECTOR NSHALL LCN CK OTRHUSSESB BEEN D TERMENE THE PERFORMED ASINDICATEONM tHf IDRAv1NGANC VERIFY THA1 REPAIRS HAVE BEEN y CRACKED OR REPAIR MORRIS A. SHASHOUA, PL, IWO N,W. 112TH AVENUE CORAL SPRINGS, FL, 33011 Sb4.153.IWS PL. REG,'105-4 i Eg52D1 BROKEN DETAIL WEB W'r WEB ORLY+ ANYvSPECIES �L REF WEB REPAIR ATE 11/26/03 ARWG REPWEBSC1103 ZENG MLH/KAR C sp,o TOP CHORD + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 18d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD, +++ 2X4 S0. PINE .#3 OR SPF #1/#2 VERTICAL WEBS SPACED 48" OC MAXIMUM, ' 8/12. MAXIMUM PITCH. '• 2X8.25 PIGGYBACK SPECIAL PLATE, SEE DRAWING RIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION, *•• 8'0" MAXIMUM, HEIGHT. t W2X4 OR 3X6 TRULOX, tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN, 11 GAUGE . (0,120")X1,375" NAILS REQUIRED FOR TRULOX PLATE' ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY, SEE DWG 16OTL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 t 4 t tt +-r+ 6-0--0 TYP, ••• 1 4 t 4 FILLER DETAIL uVARNINO.■ TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SH1PPlNO, INSTALLINO AND MORRIS A. 9NA$HMA, PE, BRACING, RCIER TO SCSI L-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBOiSHED BY TPI (TRUSS 19CbB N.IU, 112TH AVENUE PLATE INSTITUTE, $03 D'O)�F'R[O'DR., SUITE 100, MADISON, VI. 5370) AND VTCA (VOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, VI 53714) FOR SAFETY PRACTICES PRIOR TO PERFGRMMO COPAL $PRING8, FL, 35011 THESE FuwCt20M<_ uM.fSS OTt43tVISt InDICATLh, T17P CHORD SHALL HAVE PRCPM.Y ATTACHED 954-�53.1989 C,yyYVpt2 ,� STRUCTURAL PANELS AND DOTTOH CHORD SFIALL wAV,: A PktPCk' Y ATTACHED RIGID ttMN4 4AlN9 ORTMT— FURNISH C5-T OF THIS DESIGN TO INSTALLATICH CONTRACTOR. ALPINE ENOINCCRED PRODL;CTS, Iw_, SHtiL6 NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIQu ANY FAILURE TO BUILD THE TRUSS 1N CONFCrORMANCE WITH TP1, OR FABRICATING, HANDLING, SHOPPING, O4STALUM0 L BRACING TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESICM SPEC, Br ArVA) AND TPL ALPINE CONNECTOR PLATES ARE MADE OF 101181160A (VN/S/K) ASTM A633 GRADE PA � 0 04) 4SI-IAW PAX 064) 411.0211 40/60 (WA/n,S) OA_LV, STEEL. APPLY PLATES TO CACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED A SEAL I SOLELY FOR ANY SHOWN. THE THE DUILDINC FL. REG, 019554 A E55251 THIS DRAWING REPLACES DRAWING 884,080 TC LL TC DL BC DL BC LL TOT, LD. MAX 30 PSF MAX 15 PSF MAX 10 PSF 0 PSF MAX 55 PSF REF TC-FILLER DATE 11/26/03 DRWG TCFILLER1103 -ENO SJP/KAR S DUR. FAC, 1.15 OR 1,33 SPACING 24.0" BOTTOM CHORD FILLER REPAIR MCOMMENDED REPAIR PROCEDURE 1, MEASURE DISTANCE FOR NEW LENGTH OF FILLER, .2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3) NAILS 0,131" DIA. x 3,0" OR LARGER, (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO .EACH END OF VERTICAL. 3, CAREFULLY REMOVE EFFECTED CONNECTOR PLATES, USE CARE NOT, TO DAMAGE THE REMAINING CONNECTOR PLATES OR LUMBER IN ANY WAY. 4, TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL SCAB, MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. + BOTTOM -CHORD FILLER TO BE REMOVED, SEE NOTE #3, ++ FIELD APPLIED FILLER, • 2X4 STUD GRADE OR BETTER VERTICAL SCAB, ATTACH TO BOTTOM CHORD AND FILLER WITH (3) NAILS WITH A MIN. 0.131" DL4, X 3,0" LENGTH. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR ALLOWABLE FILLER DIMENSIONS, PLACEMENT, AND WEBBING, LENGTH TO TRIM FILLER TT 4' 0" OC MAX. FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER, EXISTING FILLER REPLACES DRAYnNG 962,787 • aaV//,�kRNiNOaa TRUSSES REQUIRE CktRC4C GR£ IN FABRICATING,'MANOLI)+G, SMtPPiNC, INSTALLING AND HRACNGt G RET'ER TO HCSI f•03 (BUILDING COMPONEMT SAFETY INFORMATION), PUHLISMCD ITipt (TRUST MORR15 A. 9HA9HOUA, PE, REF BC FILLER REP, PLATE INSTITUTE, S83 D'ONOPROI OR,, SUITE 200, MADtM 'A, $3719) AND WTCA (VOOD TRUSS COUNCIL .Of AMERICA, 6300 CNTCRPRISE LN NADISCW, Vl 33719) FOR SAFETY PRACTICES PAIN TO PERFORMING PbOa N.w. 112TH AVENUE DATE 11/26/03 7I TESE FUMCtlOMS• UNLESS CT}4MVISC INDICATED, TOP CHORD SMALL MAVE PRDKRLT ATTACHED CORAL 9PRING9, FL. 33D'il tRWG REPBCFIL1103 SHTRUCtU0A. PANELS AND HOTTCH CHORD SMALL NwVC A PROPCRLY ATTAL�n Rl= CEILING. 954•i53•I°.>r39 y tFvwfAmte #URNfSM COPY or THIS DCSIUN TO WSTALLATIOi CHTRACTOA. W: �LMINE LHGINL-Mb PRODUCTS, INC., SMALL NOT RESPONSIBL.0 FOR AwY D£v:A T;+]i; FROM FAILURE DESIGN, ANY FAURE TO BUILD THE TRUSS W CONFORMANCE WITH TPit OR FABRICATING, MANDLINC, SHIPPING, INSTALLING l BRACI)aI OF TRUSSES. DESIGN CONFORMS ;ENG MLH/KAR PTA#f Bb )gLl•SB1fl Pan N9b4) ALI•ffi!I VITH APPLICABLE PROVtSIC19 OF NDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Of 20/18/166A (v,M/S/fU ASTM A603 GRADE _ 40/60 (vr(/M,S) GALV, STEEL APPLY PLATES t0 EACH FACE OF TRUSS AND, UNLESS OTHMVISC LOCATED ON THIS DESIGN, POSITION PER DRAVINOS l6DA-2, AMY INSPECTION OF PLATES FOLLOWED BY (1) SHALL ' BE PER AMCR A3 OF TPI 1.2002 SEC. 3. A SEAL ON THIS DRAVINO INDICATES ACCEPTANCE OP PROFESSIONAL ENGDllCCRINO RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOVN. THE . OCT10110, PER ANSI/TPI IABILITY AMD USE or THIS S C.C2hPONONT FOR ANY BUILDING It THE RESPQNS1B14ItT OF THE BUILDING FL. REG, 01155b4 4 E55251 , r SY42 FIELD STUBBING REPAIR DETAIL REFER TO ALPINE ENGINEER'S SEALED DESIGN FOR ORIGINAL, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER SPAN, LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON THIS DETAIL, OR LOCAL BUILDING DEPARTMENT AFTER THE COMPLETION OF REPAIRS TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND THIS REPAIR ALLOWS FOR A SINGLE SPAN, TWO BEARING, SPECIFICATIONS, NON --CANTILEVERED, SY42 TRUSS TO BE SHORTENED A MAXIMUM �� A CHASE OPENING, IF PRESENT, MUST HE LOCATED AT OF-6 FROM ONE OR BOTH ENDS. TRUSSES SHALL SUPPORT A CENTERLINE OF TRUSS SPAN, TRUSS MAY BE CUT BACK MAXIMUM TRIBUTARY LOAD AREA OF 2'-0" WITH NO OTHER UP TO 6" AT EACH END, UNLESS OTHERWISE SPECIFIED ON UNIFORM OR CONCENTRATED LOADS, ENOINF.ER'S SEALED DESIGN,. *• (2 4X2 #3 FIELD -APPLIED BLOCKS, SCRIBE TO CUT FOR TIGHT FI, ATTACH TO TRUSS WHERE SHOWN. •** REPAIR TRUSS. USING 1/2" APA RATED 32/16 OR 3/4" APA RATED 48/24 SHEATHING (REFER TO CHART) NAILED TO BOTH FACES OF TRUSS, SIZE GUSSETS AS SHOWN, USE 8d BOX (0-113" DIA, x 2,5") NAILS IN 1 ROW AT 2" O,C. NAIL INTO ALL MEMBERS IN CONTACT WITH GUSSETS, i • 6" 48" GUSSET LENGTH NEW SPAN I--1,5" ORIGINAL SPAN TRUSS REPAIR DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE AND THE FEASIBILITY OF REPAIR, IN SOME CASES THE PRUDENT SOLUTION 1S TO SCRAP THE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE DETECT EXCESS THEREFORE CONNECTORSTRESS tSEVITALOTHATNTHE TRUSSHf ABRICATOR AND BUILDING Attar`° CONTRACTOR CONSIDER THE CAUSE OF THE DAMAGE IN THEIR DECISION WHETHER TO n+ tbe4� ♦ei.ffe �.x tes+l4w.e�f� REPAIR OR REBUILD, REPAIR WORK SHOWN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF THE TRUSS REPTTED By THE TRUSS MANUFACTURER TO HAVE BEEN DAMAGED. A QUALIFIED THIRD PARTY INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT,OF ANY FURTHER DAMAGE, IF ANY AND VERIFY THAT REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWIAG. $00 1/2" 32/16 RATED SHEATHING MAXIMUM NEW SPAN MINIMUM DEPTH 35-01-00 20" 31-07-00 18'' 28-00-00 16" 24=04-00 14" 20-08-00 12" 16-11-00 10" 3/4" 48/24 RATED SHEATHING MAXIMUM NEW SPAN MINIMUM DEPTH 40-03-08 20" 36-03--08 18" 32-03-08 16" 28-03-08 14" 24-03-08 12" 20-03-08 10' MORRIS A. 5HA5NOUA, PE, IWS NIU. 112TH AVENUE CORAL 6PRING5, FL, "011 S54•152A-IS" - FL, REG, 1SD54. 1 E156251 THIS DRAWING REPLACES DRAWING 1,029,157 TC LL 40 PSF REF STUB SY42 TC DL 10 PSF DATE 11/26/03 BC DL 10 PSF DRWG REPSY42A1103 BC LL 0 PSF -ENG MLH/KAR TOT, LD, 60 PSF DUR, FAC, 1,00 Sf/�s� SPACING 24.0" SYSTEM- 42 PLY TO PLY CONNECTION FIGURE 1: WEB TRUL PL TE CONNECTION NEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS fiD WC1'Ft UNIFORM LOADD/OR CONCENTRATED LOADS J�����AAOAD T DOM OR O.C. SPACINGS, T LOCATION OF OR S 4X8 .TRULOX FOR P a 2900N MAX. 8X6 TRULOX FOR P r 4400# MAX, 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VATTTgR C WR H (S SDTCOMMOMAY N (0131 X 2 1/2") NABS IN AR TRULOX CHES, VERTICAL WEB. ' FIGURE 2: -CHORD TR LOX P(AT . CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS, FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES, SYSTEM 42 CONNECTION NOTES: NAILS, CO EQUAL, PHE ER FACE PER NUMBER RFOR USEOWITHI TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENOINEER'S SEALED DESION REFERENCING THIS DETAIL. "S" IS THE REQUIRED NUMBER OF 0,131" X 2,6" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENOINEER'S SEALED DESIGN REFERENCING THIS DETAIL, REFER TO THE ENOINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.126" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON (0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 8 FIGURES SHALL BE USED, FOR EACH 2—PLY SYQT%'V A9 TOHHON , FIGURE 3: AUWRNINO■■ TRUSSES RCOUtAt EXTREME CAR! IN FABRICATING, MANDLINO, SHIPPING, 1NSTALLINO AND BRACING, REFER TO BCSI L-03 (BUILDING COMPONENT SAFETY INFORMATION, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 060 D'ONOFRIO DA, SUITE P00 MADISON, WL 83719) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA, 6200 ENTERPRISE LN, MADISON Vt h3719) FOR SAFETY PRACTICES. PRIOR TO PCRFORMINC >i THESE FUNCTIONS, UNLest OTFERVISE INDICATED, TIP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SMALL HAVE A PROMLY ATTACHED RIGID CEILING ■l1HPORTANTHu FUf"IH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENOIMCERED PRODUCtS DMC, SMALL NOT BE RESPONSIBLE FIR ANY IEVIATMN FROM THIS'DCStGNH ANY FAILURE TO Atla BUILD THE' TRUSS IN CONFORMANCE WITH tP1) OR FABRICATING, MANDLLNO ASINSTALLING L RH 064),UI-slid Nx et&.),4L1-121W BY AFLPA) AMDUTPLLALPtfIC CONKCT�OMR PLAiE ARfCMAGE e SMaNa GF evoSu', 4ATInmL DESION, SPEC DETAILS FIGURE 5: 2X8 OR 2X8 N3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMON (0.148" x 3') NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d C01 014 (0,148' X 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P (1) 218 1500 1) 2x8 2000 (2) 2x6 3000N (2) 2X8 3500q MEMBER I MEMBER 2 'H WITH 0.131"X1,375' NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR IDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION AT ORDS AS SHOWN, USE SAME PROCEDURE 2 OFFSETTING TRULOX PLATE LOCATION CONCENTRATED LOAn PAIRS AT Z' 8" MAXIMUM O.C. PLIES TOGE'PIMR, BEND OVER THE TOP CHORD SECOND PLY AND NAIL 8X18 TRULOX PLATE BENT AS SHOWN. 2X8 OR 2X8 M3 OR BETTER SHEAR BLOCKS,. PLACE BLOCK IN KEYWAY -AND CONNECT TO EACH PLY WITH (3) IOd COMMON (0,148" X 3') NAILS REPLACES DRAWINGS 1,070,978 TC LL PSF TC DL PSF BC DL PSF BC LL PSF TOT, LD. PSF DUR. FAC. 1.00 SPACING 798617 T620,124 k 1816,469 REF SY42 CONNECTION DATE 11/26/03 DRWG CNSY42PL1103 -ENO MLH/KAR 5, TOP CHORD 4X2 SP #1 SYSTE POT CHORD 4X2 SP #1 WEBS 4X2 SP #3 REFER TO DRAWING 18OZ FOR TYPICAL PLATE LOCATIONS, A OOUTI 24" MAX 24" MAX 1,5X4 ! 1.5X4 1,5X4 1,5X4 1,5X4 3X5 ■ ■ ■ ■ ■No■ — .�.w.man -�IIII .ww���, 1-•6-0 MAX .-7"7������ / 1.5X4 1,5X4 1,5X4 1.5X4 3X3 2X4 LENGTH AS REQUIRED OVER CONTINUOUS BEARING TOP CHORD. 4X2 SP #1 ISYSTEM4 POT CHORD 4X2 SP #1 WEBS 4X2 SP. #3 REFER TO DRAWING 180Z FOR TYPICAL PLATE LOCATIONS, SYMM ABOUT ell is., MAX'` I1.5X4 MAX `` I I I I .1.5X4 1.5X4 1.5X4 1,5X4 1.5X4 3X5 Wm3X4 1-6-0 W=3X4 Ma' 1,.5X4 1,5X4. 1,5X4 1.5X4 1,5X4 3X3 2X4 LENGTH AS REQUIRED OVER CONTINUOUS BEARING DRAG LOADS MUST BE TRANSFERRED AND CARRI. BY PROPERLY ATTACHED STRUCTURAL PANELS, C TMSL FUNCTIONS UN.CSS GTNCItVISC INGtCAiCD, T'Cf STRUCMAL PANCLS AND WTTOM CHORD s++Au. MAVC A ■�tMPORTANTKA FURNISH COPY OF TNIS DCSIGN t0 tNS PRODUCTS1 INC„ SlIAL4 NOt a[ RCSPONS28LC FOR ANY t aUtLO TA 1RUS5 !h CONFORMANCC v1TN 1Pti OR FAERt� I'q AfSAt)A!I•b20 NKfDsa1 MI•etfT a RACING OF TRUSSCS DCSIGN CONFIRMS VItH APPLICA !T AFbpAf AND TPL ALPINC CONHCCTOR PLATES ARC M ANY 2 FLOOR GAB THIS TRUSS DESIGNED' TO SUPPORT: 628 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION, 1) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION 8'0" STUD WALL (110 PLF) 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1,25 DURATION, OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1,00 DURATION 810" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION DRAG LOADS MUST BE TRANSFERRED AND CARRIED BY PROPERLY ATTACHED STRUCTURAL PANELS, FLOOR GAB A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. 1) 2'0 FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION OR 2) 2;0„ FLOOR LOAD 55 PSF AT 1.00 DURATION 8 0 STUD WALL (110 PLF) 30'0" ROOF SPAN WITH 2'0" OVERWO; 45 OR 50 PSF AT 1.26 DURATION, OR 55 PSF AT 1.33 DURATION 3)DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION, 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1,33 DURATION, OR 37. 40, 45. OR 50 PSF AT 1.25 DURATION, FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X6-PLATES, RESPECTIVELY. 3X4 SPLICE PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. MORRIS A. 9HA8HCUA, PE, IWS NJU, 112TH AVENUE CORAL BPRING9, PL. 33011 �94.193.1909 PL. REG,'19994 4 E59291 THIS DRAWING REPLACES TC LL 40,0 PSF TC DL 10,0 PSF $C DL 5.0 PSF BC LL 0.0 PSF TOT. LD, 55.0 PSF DRAWING 857,276 REF SY42—FLOOR GABLE DATE 11 /28/03 DRWG GBLSY42A1103 —ENG MLH/KAR DUR, FAC. 1.00 SPACING SEE ABOVE GENERAL NOTES NOTES GENERALES sTrusses `•--:. are not unranked in any way to WMWy the h —Wen,y Of location of temporary brddrg tni bUses . no eon mMAM de virgin ngdo qbe idg Ia :n jnEj& , Folk- #x, F—nmendati— for lr' irvctalirg 0 �mng) tenpordesUse tasretumendadorlesdemanej% r and t en'p°rary Ma�r>g °f .bblisse rcder Io LiCSj Y-03 Guicb to C Pradicr fd 6tsflladar y animLe temporal de cos trusses, vea el kkq _ - '�`-.: ��!rt�etgJmEalrnro 8 Brarirte or htt�tat !� . Anksbe de • `'-o; Spn3sctt i �V 1 Tnxsec fa more detafW information_ . r lab Inwes deFades f nnea r,r Flitcas dePara mayor bdonrraobn ` ' '+%s Lk_sign Drawings may specify locations of cos dibu)m de diSE60 de IDS busses Pueden espeofint )rant+rent braong on ' tars too5aariares de los arinsbes per, wrentes en Iris �'•.}' members. Relelto ttreBC5�1-Borman m en tompresion Vey to taTa F.4�. StC- Nb MembPrnirwra Rraru �B4B3 Data bs atr es tes t,• ireftratos Lt1-- . In-MC_WA for more irdorrrraliork AB other UTi M95 5MM(J3riM (websl Para "am irdmrtraok El nt%7narK:i,4 bradng design is the responsi-Way recto de 3niostres pWrimentes son la reryotsabirtdad del Of the Building Desrgrrer. Disarador del Edfido. s}„ Me cnnseCtmoces of improper handling, k sWnnq and bracing may be a colla)ue of the structure, or r+r"� won •:, srcrous personal injury or death ^,� ,�y .N4'§ c t r:^arR:sdo de un manejo, "urstaladon y ariostre ' rrradecuados, Puede set la taida de la esttuctura o F aim Peo:, uwedos o heridos. r Bandiittl and truss Plates have sharp edges. Wear - 710vcs when handling and safety glasses when 4-t rutting banding. _; t:racqu� y placas de metal Herten bodes ._ afitados. Use guantes y lentes protedo,es cuarwb rcu;e ktt.empaques. . I ANDLING — MANEJO r r ,w rrti rrlOre No Mmila mas Use Special care in Ly k �'� of dellec, ' de 3 1 pu galas de windy weather or rcr, ! n elm y 10'pandeo por cada 10 near power lures •,` .+.'ran,. Pies de bamo. and airport& - , .� ,_ «` far m — � rrr• r%t P k ,q, vertical Ievante de la cuerda �---r h:jndles at the superior los grupos lop (Ito(d. verticales de trusses. UHF wF tR OR Mss NORI 7"AN Otrt wl tN r� Bundles stored on the ground lot one vrtwk (n more should be raised by blocking are R' to IV on center I cis paqueles alma(enados en la liena M una semana 0 mars deben: se, elevados i on bloques a calla 8 e )0 preS. 10 Ion lung term storage, loner bundles to pre- vent mostu,e gam but allow la ventilation. Vora alma(en-amiento po, maM liempe. r Ubrd los paquetes Para pleve" aumento ' (1e humedad perO perrMa veritdaUon. Ulirrce cuidado especial en dial ventosm 0 cerca de cables electrkcs o de aeropuertos. HAND ERECTION — LEVANTAMIE"TO A MANO { 7! Trusses 20' or _ - = : , , Tnases 30r or LF less• suppon less, t ' a[ peak quarter poirts.t Le+arde -- tevante de del Pico Jos loss cuwtos trusses de 20 r• de tranno Ios pees o rnenos_ trusses de 3D Trusses up to 2W. � o 3W Intmes hasty 20 pies I Dress o nrenos.. I�russes ►rastaTrusses up t30 Pig HOISTING — LEVANTAMIENTO © Hold each truss in position with dte eie0ion equipment unlit temporary b rating is installed a truss is fastened to the bearing points. . Soslenga coda truss en position con to groa hasty que el ariostre temporal esre irslaladoy, , truss asegurado en loi s000des. Do nor IiN busses over 30' by the peak. No levante del pico bs trusses de mars de 30 pies. H0157"NG RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Spreader bar for truss bundles 11 i Tagtine O O' aCheck banding Revise loss empaques prior to moving antes de mover los bundles, paquetes de trusses. Q Avoid lateral trebling. — Evite la flexion lateral. Do not store No abnacene unbrwed bundles verbcalmerde los Wight- basses mwllos. 0 Do not store on No almacene en uneven ground Berra desigual- Tagbne Toe-in,. 6W or less Approx 112 --r buss length TRUSSES UP 70 3D' i TRUSSES HASTA 30 PIES Spreader bar 112 to 2J3 buss length —� I I _ TRUSSES UP TO 60' TRUSSES HASTA 60 PIES locale Speader bar Altach above m stdlbad( 10' D.C. midtregM Spreader Dar to iagline 34 truss tr>rr9Ut --►j` gt TRUSSES UP TO AND OVER 60' —► TRUSSES HASTA Y SOBRE till PIES BRACING — ARRIOSTRE QRefer to BCCI-R7 Surtimary 21gmd _ T..� Install_ - bon and Temooran Bracing for more information. Vea el lesumen BCSI-B2 - 117152arad6n de Terse Y 146C!stre 7emnoral para mayor inlormad6n. 4 DO not walk on unbra(ed trusses. No camute en trusses suehos, locate ground braces for first Ines d,rectly in line with all rows of top chord temporary lateral hating. Coloque IOs atr10511es tie hers para el primer puss duettamenle en linea ton cads una de las fila3"de aniosues laterales lemporates de la (uerdo superior. Brace first Ross welt before erection of add+tional busses. Top ChodTemporary Eater Bracing (7CTLB) wn 4 -BRACING FOR THREE PLANES OF ROOF EL ARRIOS ERE EN TRES PLANOS DE TECHO This bracing metlwd is for a0 trusses except 3x2 and 4x2 parallel did busses Este metodo de arriMhe es Para todo [raises exceplo trusses de cuerdas pwa)das 3x2 y 4x2.. 2) TOP CHORD — CUERDA SUPERIOR . Tr1ss Span Top Cbwd Temporary Lateral Brace (TCTLB) Sparing Lorlgrtud de TFw"C` Espauiamiento dd Arriostre Temporal de la eberda Superior Up to 30' )0' D.C. max- Basta 3D pies 10 f tr)5xirra 30' to 45' B' o.c. max- 30 a 45 pies B pies m5ximo 4S to 60' 6. D.C. rri3x- 45 a 60 pies 6 pies maximo U? to W, 4' ac. max. Fi0 a 80 pies- 4 pies maximo 'Cmuvh a Prole Ve ie ) Para t s trusses longer than 60. 'Consulle a ur1 ugernero pars busses de rnas de 60 pies See BCSI-02 for TCTLB options Vea el BC51-B2 para sus opciones - \ - deTCFLB. _ Qr Refer t0 I-B6 5[anrnary Sheet Cable nd Frame Vea of resinnen ems'• �./' _ 1-7t Repeat diagonal braces. B('Sl_ B6 Arrias� - _ I'`' U Repita los arriosues K leffninaldagonales. de un techo dos a ' Set first five trusses with Spacer pieces, then'add diagonals. Repeat process on groups of four trusses until a0 trusses are set: lnstale IDS dnco prirnet05 busses con espaciadaes, "o los aniosbes diagatates. Repita este procedimfento en gruos de cuabo trusses nasty que todos 106 busses esten i stalados. 2) BOTTOM CHORD— CUERDA INFERIOR Lateral braces 2x4x)2'Length lapped over two [musses- , Diagonal braces every 10 truss spaces (20' max) Some Chad and web members not shown to[ dantry. 1) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Ii sa as hv.r n lateral bracing Some (bud and web members not shown la ()arity. DIAGONAL BRACING IS VERY IMPORTANT WL ARRIOSfRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3)[2 AND 4xZ PARALLEL CHORD TRUSSES. EL ARRIOSTRE PARA TRUSSES DE CUEROAS PARALELAS 3x2 Y 4x2 OIL,..S•J �. 1��T5 MWQWUm late" brace syaarg WO C. for 3x2 ChOF& IS DC. for 9x2 chorth Vea el 1eaDnert ; T �11_', eaelmenBemtar>ente de The enddiagonal truce de crass brace for ca blevered Da3=a1 Para mayor busses must be placed informadon. on vertical webs in Kite with the Support Lateral braces. w 2x4x]2'lergth lapped over two trusses Diagonal braces every 15 truss Sp— (30' —) INSTALLING - INSTALACION MTolerances for out -or -gone-- Tolerancias pwa Fuera-deplano. - LngOr —► kt- B_ lass Bon �Truss Length .... .-.-... Lengm —► 1s,ym 3/4' t2.S 7Ar 14.6' Tolerances for D/50 D (R.) /' 16.T CtW-01-Plumb. 1/4" T 1-1/B" I&W Torerancias para Fuera-de-Plornada. /-1/4- 20.B' 3/4" 3' 1-3W 22.7 I 1-1/4" SM 2" a 33.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCTION Q. DD not proceed will) construction until a0 bracing is s"ely Maximum Stack Height and properly in place. for Materials on Trusses No ploceda con la corstrucci6n hasty que todos los arrioStres ' 71aN.ia1 t 91n @) esten CoWados en forma aptopiada y segura. D Boa s 12- PEy+ooa w OSB 1� Do rout exceed maximum stack heights. Refer to BCSI-B4 Asproo S?*4- 2 bonmes Summary Sneer . Comt rrttnr, load for more intimation, Caroerr B1odr e- No exceda Las m5Xtmas ahuras recornendadas: Vea el resi_._ n curl 3.4 roes hlge BCSI-B4 CMDDoer a de 'on pars mayor inlotnwiun. MA_m4 ledgLw, Do nol overload small groups or single trusses. No sobremrgue pequeFas grouos 0 trusses individuales. (_ /t Place loads over as many trusses as possible. LJ Colopue )as cargas sobre Lantos trusses carro sea pos;ble. DPosition Loads over load bearing walls. CologUe las cargas sobre Pas paredes soportarifes. I ALTERATIONS — ALTERACIONES Q Refet to BCSI-B5 S•xnniary thou+ - 7p s DamaDejQWjet,,odfiCaljDM and h lRatiOn Erra c. Vea el resumer BCS7B5 Davos 1 r-[.,n„ifxaciones n la CMta v noes 1n�rary Do rat [ W, alter, a dill any struttutal metriben of a truss uNgs stlecift[ally permitted by the'huss Design Drawing No Corte, aRere o perfae nbgun miembro a structmal de Los trusses, a menos que este especox mriente permibdD en el drbu)o del diseiiD del buss. Qtosses that have been overloaded dwinig (onsuuction or altered vad*ul the Truss Manutaawer's Kim approval may render the Truss Ma"UWUrer i limited warranty null ar d void. lnuases que se ban sobnecargado dvante b construccibn o ban lido aherados sin Una autor'izN" Pxevia del Fablicante de Trusses, pueden reducir o eRrrtinar la gwantia del FabFxSrAe de Trusses. Non: lnr Toes Narlapvrr Ind Ines D-9— rya list tM C au and mnr apvaln 1/ a/si¢Nr) a.r rr Pt6ir b wrderbsr de won itrrr roue ayml m do ma Wrtinr6r p4}•r1 ltr Cmr xw graao ae\ arq repiMaaY4atr.egaM"9 Parses liar, a r.. .d r q.n: 7M mr0iedy one RV The axhr0 an orerdrd to ermoe mat Drr Duval rw64aK4on leanedv:a�a � ra Px rioor one rem eamea i4o rxxr Sam). ilrx rrmrr.r..eano.o b 1wiA.g, rcrr,y;,,n 6„o„y nova wan mt roikctne rapnerrt d kaJiy h04 Pssorvw i. ilk woos tour iAp VX W —1. air b the .ware CO V_'derir a1 a (arm[ la am q. a 4naiardA.aMg Drsgne o• [,rtuvynuratatlan [nrmartin D'0 nor tided !tit mix rreomne dA_ Ee iuup.rled x Ap+iv io airy �'ID` aPaYroppn tPwiem b eAro rn NOi1e2 Errgrrvr, trranrq ors9*t me EaerDvtnnsnlapo.r Coerxtu o oDr+r.cr) an to. A�.bAiS.:'ytannv ad 1,, 6q •rood trusty and 1 doo ro h riot D'.'rnrdr W ux d our+ egvraknt o l nor I" and P--" y Vp l b are -J- and mnnnn ae rrur 6t dHenrin l b[ tM ow [rrmordlruIDeaGv. (nraa.to. 1M. Orr --d 7— Council d a.r+aa rd Dr liras Mar lratxurt aPridr QxL'rn ar.r rnporeipdty rn damagr< ariv.g no.r. d,r vx, aimka.on, a rAarre m 01r rn o•rrnerdaoox and idomarion ruoirdMria v .A Sb1.1 WOOD TRUSS COUNCIL Of AME RICH TRUSS PLATE INSFTIUTE 63W (rx'V- lair-rradden,W) 537)9 DON. In 51., Ste 312 -Ate such, VA 223)4 608y274 48" . r.rr..a.00dbtatt rwn 703/683} )DID. aw+e.,Tptrist.ag 03rrAIM12X27 20050503 GENERAL CONNECTOR !, INSTALLATION M FASTENER HOLE SHAPES Hole hound Holes Dbround Holes Triangle Holes Diamond Holes AN holes must be filled Used to provide easier nailing Provided on some products in addition optional holes to except for Hrc THA access in fight locations. to round holes for additional bad. temporarily secure Pilot "Dies adjustable height hanger. fasteners may be installed at Round and triangle holes must be filled connectorS to The member Tooling holes for manutacluring an angle. Holes most be filled. Io achieve the maximum toad value. during installation purpose. No fasteners required. VOUBLE SHEAR (SLANT) NAILING -- -- Dome Double Shear Nailing Double Shear Nailing Top View (Tire nail is installed into the dried truss and header.) Tab Double Shear Hailing Wo not bend tabs except where noted for straight nailing.) PROPER INSTALLATION Truss shalt bear completely on the connector seal, and the gap between the truss end and the header (carrying member) shall not exceed Ye . CARRIEC MEMBER CAP411111G ME WE R i[-PLYSHOulml / t '4" VAX GAP BETDiI it-.' CND 01 TRUSS AND CARRYING ME M5E R USING A STANDARD CONNECTOR AND SLOPED TRUSS GIRC:[B1P„15S R7L:"'¢F.10U`.; BI1NTIiP1•},;�IfNL'::R16 atS UI:-C�[WJuIIFR'6:e}Rlk;.'1 rU.Ta WORK PONT AS nE Oi nl V t: ;11NEPS GAP BETWEEN END Or TRUSS AUP CARRY NG MEMBER TOG LARGE G IDIR IRUSS NAIL PLAQES ByDTRERS DouBIE END J[ RTICA, SIANDARO NON -St -WO S:R!.7SDN IDItJGG R— I; I4GBHSHOwN 6 DO pb�0 a � h� S:Al,1:: FtD SIt.1P$[jN `- R?Nbl R / 5t r: u>;'l : r• CE n 1NG PlAF11 tfO C. ?01NT AS RE OUl?E D k0110 1P.USS FACE MOUNT HANGERS LUS/MUS/HUS/HHUSMUS SERIES Carried Member NloW No- Fasteners (OuanUly.E Size) Carrying Member Carried Member LUS24 (4)-_148x3 (2)-.148x3 LUS26 (4)-_148x3 (4}.148x3 LUS28 [6}.148x3 {4)-348x3 Lt1S210 (8)-.148x3 (4)--148x3 M11S26 16j-.148x3 (6Y7148x3 i-PLY LIUS28 (8Y.148x3 (8)-_148x3 HUS26 (14)-.16WI, I6}_t62x3'.h HUS28 (22F_162x3!h (8)-_t62x3;ti HUS210 (30)-.162x3lh (10r.162x3,/2 HGUS26 r20)-.162x36, 18Y.162x31,1, HGUS28 (36)--162x3'/, (12)-.162x31h NHUS262 (i4j.162x3;, (6)-362x3fi HHUS28-2 422)-.162x3'./2 r8) _t62x3;, 2-PLY HHUS210-2 {30) .762x3!� (T4)-.152x31z N6US26 ? (20)--162x3'n HGUS28=2 t36)-:162x3,b (17}_162x3h 11GUS21i}2 (46j-_162x3;; (T6}.162x3h HGUS26-3 (20j .162x3:ti (8) .t62x3 3-PLY HGUS28-3 (36)-.162x31,5, (72}_162x3, HGUS210-3 (46)-.162x3!7 (16)-.162)(Th HHUS240=4 (30} 162x3'h (10)-_162x3% HGUS26-4 (20)-.46243h 4'PLY HGUS28.4 (36)-_16WM3 (12)-.162x3Y, HGUS210-4 (46)-.162x3'i, HGUS212-4 (56)-.162x3Li 120Y.162x3;h HGUS214-4 (66)-.t62x3i, f22)-.162x3'h 4X HLIS410 .18-1,162x3% 18)-_162x3,5 HHUS410 (30)-.16213',, (10)..162x31,, HTU SERIES Minimum and maximum nailing options. See design information 101 correct installation option rt, kri HGUS28-2 a MUS28 HUS210 - [ i (""US similar) ' Double Shear Nailing HUS410 UP View Carried Member Model Hu_ Fasteners (utrantlly S Size) I Carrying Member Carried Member 5626 (20).162x3%: (Min:14)/(Max:?0)-.t48xth r 1: PLY HTU28 (26Y.162x3h (lion: 14)i(Max: 26)-.148xV6 HTU21D (32)-.162x31,; in 14)/(Ma 32'r.148xl% ML126-2 (20)-.162x3/, (Mini 14)/(Max:20)-.148x3 7-PLY F11U28 2 {26)•.162x3'r. (Min: 14)1(Max: 26j .14$x3 HTU210.2 (32) .162x3!6 (Min: 14p(Max: 32)-.148x3 l H1U26 Min_ Nailing - Fill Round Holes Max- Nailing - Fill Round and 1►iangle Holes Carrying Member Carried Member typical H11126 Minimum Nailing Installalio.n ,SD/1 .HEAVY GIRDER* TRUSS HANGERS THGB/THGBH/THGW & THGQ/THGQH SERIES THGB uses Strong -Drive Sciews (SDS1/4x3) or bolls into the carryingmember. Refer to design information for correct fastener type. Pre -drill for bolls a maximum of %6 larger than bolt size. THGO/1HGOH uses all SDS screws (supplied with hanger)_ Minimum and maximum fastening options — see design information for correct instal(alion option. Carrred Model Faitene_ rs (OmantitlC6�Slze� llleTnber NB_ Carrytng:Member �:Cartredl(lergber f 7HGB2 4 09)-SDSY+x3 or (10)-_148x3 (4)--- FOB 1HGBH2 (a)=i: MB (10)-.148x3 f 2-PLY i 2x6 vent: (22)-SDS::x3 7HG02 (10in:\10)i(Max: 14)! 2-xB Vert: 12o}SDS':.x3 SDS1.x3 t 7HGOH2 ( 2x6verl: (I8)-SDS;W Win: 12)/(Max-:26111 i 2x8 vert: (28}SDS%+x3 SDS,' x3 I (19}SDS;±x3 or 114.GB3 (19}_i48x3 .3--YLY- . I 14}mil MB 1 7116B1►3 j (8) 3..Ms (d0} 74803. ' 7HG'W3 ra)- .^ 6AB jlp}.748ic3- 7HGO3 ( 2x6 vert: (22)-SDS!.,x3 [Min 1D)l,(mme 14)t 2)t8 vert: (28}-SdS+x3 SDS'4x3: ) TNGLIH3 2z8 vert: (32)SDSt/.A (Nhn 12)jjmax. 26y, i2x10vert (36}SDSY.n3 SDS/.x3 r 4-PLY 1HGBH4 E (8)-a/.' MB {10)-_748x3 7HGLN4 ( (8)-1'.' MB (10)-_148x3 ' THGOIt4 i 2x8 vert: (34)-SDS (Min: 12)!(Max: 26)11 2x1Dveil: (40}SDS'Ax3 SDS/.x3 I 1- MB (machine bolts) refer ID A30T Grade A through bolts (not lag screws). lypical 111602-SDS3 Installation HGUQ SERIES SDS screws supplied with hanger_ No pre -drilling required_ lypical 11IGOH3-SDS3 Installation „ 0Installation E r? 1I THG02-SDS3 (THG08-SDS3 Similar) r 4 x v 7HGB2 (THGB3 Similar) lypieai 1)IGW3-3 lastallalion THGO112-SDS3 Yti � itY THGBH3 r THGBH2 b THGBH4 Similar) R I THGOH3-SDS3 (THGOW-SDS3 Similar) 7HGW3 f:IH 7w THEE r WNW9 tin. WO 2'? Ihsa'-* M3 BOlr5 L*-<i'• Mx: N idD AT 11 C:fDESE-11 c WATUin _: t_ 1 -00 lypit:ai T HGB2 Installation Carried Member Model No. Fasteners 10uantily b Size) I Carrying Member Carried Member i HGUO26-2 07)-SOSl43 14)-5DS!-<x3 2-PLY HGU028-2 (2D}SDS,/.x3 (6)-SDS,. 3 HGUO210-2 (28)-SDSAx3 (8)-SDS',,.x3 HGUO26-3 (12)-S9S%x4.5 (4)-SDS%x4.5 3-PLY HGU028-3 (20)-SDS:1.x4.5 (6)-SDS%x4.5 HGU071&3 (28)-SDS'..x4.5 (8)-SOS`.-x4.5 j HGU026.4 112) 5DS'•:x6 (4)-SD5"'.x6 4-P1Y HGU028-4 (20) SDS:.x6 (6)-SDS'.-=r-6 HGUO210-4 (28) SDS!•:x6 (81-SDS'•::.6 Swk-o ADJUSTABLE STRAP NANG9iS THA SERIES lbnimtlm and maximum Balling options.. See design information for correct installation option. For "IfIl"1111M nailing, straps must be bent over the lop of the carrying member a Minimum of 2'12' for the THA29 and 1 V; for the IHA213. Fasteners (-90. K! . IYA:Sire) I opm IWO !I {fop -Flange) 0) aid 0 ion an!. MI, bier. aliled..Member CarrymgMeintier Carried Member IHA29 7orr (4)--148A Face., 0.148x3 (4)-.1480 (slant) Face: (16)-.148x3 t (4)-.148x3 (slant) TBA213, 1.61Y. (.4 14 are--O�Y14WOX3 (4)-.148xl,/- (straight) face: (14)-.148x3 (4)--148x3 (slant) Typical 1"A29 lypical,111 Minimum Nailing Maximum InstallaNailing rl IRS1211300 IHA29 For minimum nailing only, tabs must be straightened ' so that nails can be driven straight- 7HA213 ADJUSTABLE FLOOR TRUSS HANGERS (THA AND THAR/L) THAR/L has a standard skew of 45'. THAR/L straps* must be bent over the carrying member a minimum of 2W. INA straps must be bent a minimum of 2- for the minimum nailing installation. Faslenen.lQuanlily & Si2e) M60011 RM 1311ADD JT#P.411a11§ i - Maximum jilYb Carrying 61 ariled C Member Carrying Member Carried Member IHA418 I or. (4)-.1fi2x3,h Face: (2)-.162x3!6 (sl'aigm) Face: (16)-.1621x31/7 (6)-.162)131/2 (slant) THA4.221 THAC422. Top: (4)--16a3'/; (&)-.162x3!/, (straight) Face: (22)-.%Wh (6)-.162x3lb (slant) IliA422-21 THAC422-2 Top: (4)-.162x31/, Face: (4)- 162x3lh i&)-. I 62x3li, (sit aight) I ace: (30)-.162x3i�� (6)-.16?x3!* (slant) THAPA422 Top: (4)-.148x3 (1Y.148x3 (shai 148x3 (I)-.148x3 (straight) Face: (2)--148Y.3 (2)-.143x1-,,t (slant) .148x3 Typical TNA Installation with a 4)Y floor Truss Typirall!"AL422 installation on 412 Wood truss_ Carried Member CarryingMember IHAL477 INSTALLATION GUIDE FOR PLATED TRUSS CONNECTORS MULTIPLE TRUSS HANGERS THJA26/LTHJA26 US Patent 5253.465 tr411"ri ity A Silo) iJu ying t Car -tied Member. r Ap! Jack 1 THA25 E j2DY,162x3'/,,(6y.148XIWr,4)--148xl,, LTHJA26 - - - - - - US PatentL114JA 5.253.465 wl* 1. for ft ITHA26, one .14801h run must be instatIed into the, bottom of each hip tbID99h bottom Of hanger seat lop View lelf Hand Hip .tack- Installation MSCPT PON 911. Fasteners -100 Wily & Size) Caftyi.09-Member Cariled Member MSCP12 (26)- .162x3'h (14)-.148)01h MSCPT2-2 j30)-.162x3,/2 E (20)-.148x3 MSCPT7-'M (30}. lb?x3l/2 t 114Y.148x3 MTHM/MTHM-2 MSCF72 (MSCPT2-2 similar) 4- 1 %1-11 MSCPT2N Top View y. (MSCPI 2-2N similar) UP View (MSCPT2-2 similar) Typical MSCP72 Installation Detail Fdodel No. Boltum Fasteners (Quaultify & Si2e) calryin GarviWftmber RIL Hip Jack A-B KUHNI I 2A (22' .162x3lh (8Y.1480?/2 (4)-.148)r1!i 2A (34)-.162xW i8y-148x1l,;2 (4)-.l48x1'/, ?)[a 1(47)--l62x3!5 (8Y.1480112 (4)-.1480% C urm 2A {22}.162x M (34)--162x34 116YAW112 (4y.148,0% 2Y8 (42)%162)f3'A (16)%148x1'f, (21Y.Mllh D WHM 7A 2A 122Y. 162XT,S 134}.162x355 (16Y.148x1lo5 (16Y-148xW2 - 2X8 j(42)-.162x3!-i j16yA48W6 - 2)L4 (39Y.) 62x3-h (4}348X1'r'7 2Y,6 (47)--l62x3',2 M114?4-2 W !36)-.162x3!,r, 2A (47}. MIM-2 2A l39)-A62x3% (16)-.148xl!-� - 2)f8 J471-.162x3lb (16)-.148xl,,12 - Typical I HJA26 Wallalion JLTWA26 Similar) (MTHW? similar) Aemprrs H,;,-. // lypical M7"m installation Jack A B C D A ^H S� z� 'SKEWED. AND HELD SNEWABLE HANGERS. SUWL & HSUR/L Standard 45-degree skew - Carried Member. laidef No - Cato' 1191" ;., SURA24 (4)-.162x35i .. (4)-.148x11h 1-PLY SUR/1_26 .6)-_162X31.6 (6)-_148A % S 2;FL7 .2y16:2x3!h Q THASWL 45-.degree skewed, field skewable from 46' to 84'. For 45* floor truss hanger, see THARA Adjustable Strap Hanger. Carried Model fiaslenets Member. 140_ Carlyip*MenibeirA ..Carried Member, 1-PLY TijASR/1218 TIP-- (4)--148x3 Face: (6)-.l48x3 (6�_148W* 2=PLY . THASRUIB-2 7Flip:.(4y148x3 FacR-:(8)r..14&.3 Y, 0-; '\CARM ID D or E., _ 1E Sr 071" HLIU S W4 RAW.M. Sleip I Install carried member into The SC31 Of The hanger. ' Secure with 6 loftllh- nails. Step? lostall1fid nails into header on the acute angle side first. is "SUR H W W G Carried Member IHAS1218 "10i lorvp TJC37 Field skewable bom 0' to 67.5'. Bend one lime only. Minimum and maximum nailing options (check design information). FASTENERS: Carried Carried Member - Member Min: (4)-.13Ix-13i Max: (6)-_131x1Y? Carrying Member: Min: (4)-.13lx1Y7 Top View Installation Max: fl-.131x13i IJC37 SleP3 Adjustacule side of hanger to the desired angle. Carrying Member SUL 45� TYPiCA SUL IDS131latilM with Square Cut Joist (USUL Similar) H 2x6 Min (THASR4218) 2x8 Min (THASPJL218-2) Typical 711ASL2118 Insiallation; (L in model name = Left, R in model name = Right) < J Slep4 Adjuslobluse side of hanger 11"Sh with the carrying member. Install 106 I nails infoheadet on Obtuse side. lypital 7JC37- Installation Stl *&3 E PSONn;Tie i6 az f ,y fM 1f U21O HU MIN. NAMG- [III Room HOLES HUMAYJrx41n6- mt HOME)AND TR14MI MIS HU68 HU214 Projection seat on most models for maximum bearing and section economy. Typical tU28 Installation See Hanger tables on pages 5919 64. See Ilanger Options on pages 164 IN hanger modifications, which may result in reduced loads. LU—Value engineered tot strength and economy_ Precision fulmed— engirimied tot installation ease and design value. U-1he standard U hanger provides flexibility of joist to header installation. Versatile fastener selection with tested allowable loads- HU—Most models have Mangle and round holes_ To achieve maximum loads, fill both Found and triangle holes with common nails. These heavy-duty connectors are designed lot schools and other shuctures requiring additional strength, longevity and safety factors. MATERIAL: See tables on pages 58 to 64. FINISH: Galvanized INSTALLA110N. - Use all specified fasteners_ See General Notes. RD-tan be installed filling mond holes only, of lolling round and triangle holes lot maximum values_ OPTIONS - HU hangers available with the header flanges turned in for 2s/,67 width and larger, with no toad reduction-orde► RUC hanger- - See Hanger Options on page 164 and 167, lot sloped and/or skewed U/HU models, and HUG (concealed flange) models- - HU only —rough beam sires available by special order. - See page 64 for stocked U hanger rough sizes tables. Rough sizes are not available in 8x_ Also see L US and HUS series - This product is preferable to similar ronnerfors berause or a) easier installation, b) higher loads, rJ lower installed tost, or a combination of these teatures_ See Hanger tables on pages 58 to 64. See Hanger Options on pages 158 to 167 for hanger modifications, which may result in reduced loads. These hangers have the highest loads of any face mount hangers! All hangers in this seties have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, taster installation, and the use of standard nails tot all connections. (Do not bend or remove tabs) MATERIAL: See tables, pages 58 to 64. FINISH. galvanized. Some products available in stainless steel or Z-MAX; see Corrosion- Resistance, page 5_ Stainless steel (SS) hangers are available with SS nails -or der I US21USSN. INSiALLAIION - Use all specified lasleriers. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads_ - Not designed tot welded or nailet applications. -16d sinkers (9 gauge x 3%) may be used where 10d commons are specified with no reduction in load. Where 16d commons are specified,10d commons or 16d sinkers (9 gauge x 3'W') may be used at 0.84 of the table load. -With 3x carrying members, use 16d x 2'/a nails into the header and 16d commons into the joist with no load teduction With 2x carrying members, use 10d x 11h' nails into the header and 10d commons into the joist, reduce the load to 0.64 of the table value. - Use stainless steel (SS) nails with SS hangers. OPTIONS-- - LUS hangers cannot be modified. - HUS hangers available with the header Typical IUS28Installation flanges turned in lop 2-2x (31%) and use .1480' (10d common) 4x only, with no load reduction. or _148x3'/4' 116d sinker) -nail See the 11USC Concealed F lange llustralion. - See Hangep Options, page 164. Double Shear Nailing lop View Dome Double Shear Nailing prevents labs breaking off (available on some models) U.S. Patent 5.603,580 Typical HU installation Sb zy Several considerations are involved in the selection of a hanger tot a truss -to -truss connection. One of the responsibilities of the Designer is to verity that all of the dimensions of the wood members are sufficient to receive the specified fasteners. In addition to checking the carrying member for adequate size and thickness, the end condition of the carried truss (see Figure 1) must also be evaluated to determine whether there is adequate heel height in the hanger_ If all of the required fastener holes do not have solid wood for the fasteners to penetrate, the allowable toad for the hanger may be reduced. Figure 2 illustrates this condition - The minimum heel height required to achieve full nailing varies from hanger to hanger, depending on the locations of the nail holes for the carried member. The minimum heel height for each hanger is defined as the distance from the top of the bearing seat to the upper most nail, plus W for adequate edge distance. Minimum heel heights for several truss hangers are shown in the table below. Table 1— Minimum Heel Heights Required for Full Nailing Model No_ Min_ Heel Height' Fasteners in Carried Truss SINGLE 2x SIZES LUS26 4% 4-10d MUS26 4"%r, 6-10d HUS26 4346 6-16d HGUS26 4-A6 8-16d LUS28 43/,6 4-10d MUS26 6yl(; 8-10d HUS28 6'/z 8-16d HGUS28 5'/i 12-16d DOUBLE 2x SIZES LUS26-2 49/,6 4-16d HHUS26-2 4s/,6 6-160d HGUS26-2 49/m 8-16d HGU026-2 43/4 4-SDS1/4x3 LUS28-2 49/i6 4-16d HHUS28-2 69/,6 8-16d HGUS28-2 69/6 12-16d HGU028 2 63i4 6-SDS1/4x3 TRIPLE 3x SIZES H6US26-3 4t3i46 a-16d HGU026-3 4tVi6 4-SDSi/4x4'h HGUS28-3 613/,6 12-16d HGU028-3 6'356 6-SDSt/4x4'fi QUADRUPLE 4x SIZES 1lGU026-4 49/,6 4-SDS1/4x6 HGU028-4 7'/,6 6-SDS1/4x6 1. Minimum heel height shown is required to achieve lull Table loads in the Wood Construction Connectors Catalog. For beef heights less Than the minimums fisted, refer to The Reduced Heel Heigh Allowable Loads Tables on pages 2 and 3. GnYm9 Carried /I'M Truss,. Figure 1 Truss Heel With Full Nailing Some fastener holes missed by beet of carried truss Carried Truss\ . . . Figure 2 Truss Heel With Reduced Nailing The height of a truss heel depends on several factors, including the height of the butt cut, the size of the top"chord, and the top chord pitch_ Table 4 shows common heel heights for different combinations of lop chord saes and pitches, assuming a Y; bull cut. At each of these heel heights, the actual number of fasteners that can be installed into the heel of the carried truss is shown for the LUS, MUS, HUS, HHUS, and H6US hangers. Where the actual number of fasteners in the carried truss heel is less than full nailing (see Table 1), allowable loads based on reduced nailing must be used. Height Bull Cut Heel heights that are less than The minimums in Table 1 do nor acbieve Full nailing in the carried buss (see Figure 2) ALLOWABLE Lltt 1' t Table 4 — Common Heel Heights with '/4' Butt Cut and Effeciive Hanger Fasteners T.C. Size .lCatcalated I T_C. t Pitch Heel t Heigh{ witlr?/: i Butt Cut E Gn) Aetnalt Ne»nber t_Neetive Fasteners in Carried TrussBased on Available "ed Height' LUS MUS NUS HHUSI"GUS 1 over 12 3% 3 4 4 4 6 2 over 12 3" /w 3 4 4 4 6 3 over 12 3% 3 4 4 4 6 4 over 12 3% 3 4 5 5 6 2 x 4 5 over 12 6 over 12 4�/s 43`a 4 4 4 5 5 5 5 6 7 4 7 over 12 43is 4 4 5 5 7 8 over 12 9 over 12 47/u 4% 4 4 5 6 6 7 4 6 6 8 10 over 12 4L/rc 4 6 6 6 8 11 over 12 12 over 12 5 51',b 4 6 6 6 8 4 6 6 6 9 1 over 12 5'/. 4 6 6 6 10 2 over 12 3 over 12 5% 5% 4 6 6 6 10 4 6 6 6 10 4 over 12 M 4 6 6 6 10 2 X 6 5 over 12 6 over 12 6'/w 645c 4 7 6 6 11 4 7 7 11 7 over 12 65A 4 - _`•,gam Y>7 . 8 over 12 9 over 12 6'iS 7% 4 iv~ s _ W_ =�, gW 4 ' = 10 over 12 -PAe tt over 12 12 overt2 8 4 4 page 4 of 4 REDUCED NAILING IN 2X6 AND LARGER RANGERS Nail quantities in this area do not meet the required number of fasteners to achieve IUD catalog toads. Refer to the Reduced Heel Height Allowable loads on pages 2 and 3. FULL NAILING FOR 2X4 AND'2X6 HANGERS Nail quantities in this area 111- meet the required number of lasteners in the carried buss to use fulf.catalog loads for: LUS24, LUS26, LUS26-2, LUS28, LUS28-2, MUS26, HUS26, HHUS26-2, HGUS26, HGUS26-2, HGUS26-3. I. srcmar revers to me number of hangs naiPs that can be installed intofF the area of solid wood provided by the truss beef. ►Jppeimosl tl IGIi$ - iSY 2. Minimum'h' nail edge distance from lop o1 heel to u nail in carried member is required to consider nail effective. The effect of the reduced number of nails on the hanger capacity can vary for different hanger models, ' species, fastener types, and type of load, i.e., download or upliR. Therefore, the reduction cannot be determined by calculation, such as by ratio_ Testing was performed to establish allowable loads for reduced heel heights with less than full nailing. These allowable loads are given in Tables on pages 2 and 3. i General Notes 1 Allowable bads provided in these fables consider 6_ HGUS, HHUS, and HGUO bangers installed with the ! - ANSI/TPI 1-2002 wood member design crileiia. reduced fastener quantities shown in tables on i 2_ Allowable loads are based on The carried member pages 2 and 3 should be installed on a minimum fasteners installed in the lowest fastener holes. 2-ply 2x carrying member_ j fasteners shall be distributed evenly on each side 7. Refer 10 the current Simpson Strong -Tie Wood of the carried member in the lowest fastener holes, Construction Connectors catalog for additional except LUS hangers_ For LUS hangers, install information and notes regarding The installation fasteners into the two lowest holes on the right side of the hangers covered in this bulletin. of the hanger and the lowest hole on the left side. I 3. AN specified nails are common nails.l6d Sinkers 8 Hangers not included in Tables 2 and 3 and having full allowable loads with reduced heel heights maybe used in place of the specified 10d commons; include the HTU (min nailing) and THA29 with min no other substitutions are permitted. - heel heights of TS' and 3W respectively. See the 4. Uplift loads have been increased 33% for current Wood Construction Connectors catalog for i earthquake or wind loading with no further more information. increase is allowed. 9. Tabulated loads are based on a minimum buss 5. Wind (1331 and 11601 is a download ialinn lop chord pitch of 3,2. SIMPSON Strong -Tie TAi#:l}ufleD».tt,eilecJivr aiifdlairuary9Jr 4M, . a� eArEtc=iiilo�uisSou avaaa9l6astirlffairk f; 2OA7_ TAIi inffiman& is uPdbled 9erff!ditallYAW s .9 aat be iraw.rypa nip"ir ft. aRerlaiinary3/ 2089 cufredinln}irafio»ariA limited warrandp:oriee rrf►rrsUoiigtip. rom. Home Df6cr 5956 wlas rositas 81vd Pteasantmi; CA 94588 FAX: 9251847-1603 "oftwest U:S_k SiSt S. Airport way SlDddon: CA'95206 FAk 209/234-386h sDp1A;rtvs�g:. 260 t1 Patiii,Sireet ttiea,FA'92821. ' FAX: 714B71=9167 Northeast tI_&& . 2fi0D friterroFrortat Street Columbus. OB43228 fAX: 6141876-0636 soidb ast u.Sit, 2221 Country Lahr MiWnney, TX 75069 FAX: 97MV--5379 Eastern Canpda 5,xenview sled. &amP.1M ON L67 565 iA)C 9W4511-7274 Westem'carrada 11476iciugstbost Maple Ridge, k 102X OY5 FAX'660465-mir wareAouses;d ' Man`vtaiX'uring: Fagan biN; l nfuld, CT; 6aHatin; TN Higb`PoiM,14C; lailisony8le; iL tcerd,wx- ®2otn ., .S;iopsbnStroiig?rcCoinp'anyMc ' T-AEDFtEEf97,`*07:.exp l/D9 �,e Table 2 Reduced Heel Height Allowable Loads'(DF/SP) page.2 of 4 Model No. Radu'oed Meal. Weight Noof Carrying Membbr. Fl a Y Carried Member Peetenere Carrying Member Fasteners Uplift 2x6 Carrying Member US Carrying Member 2x10 Carrying Member Floor Snow Root Wlnd Wlnd Floor Snow Root Wind Wlnd. Floor Snow Roof Wind Wind 133 160 10 11:6 126. 133 160 100. 116 .125 138 180 100 '116 126 133 160 LUS28 3?/e 1 3.10d 4.10d 730 875 700 808 875 935 1000 700 805 875 935 1000 700 800 800 800. 800 2 3.10tl 4.10d 730 87S 776 890 970 1030 1236 776 890 970 .1030 1235 775 $00 800 B00 B00 MU826 311 1 4.10d 6.10d 725 726 1000 1160 1260 13.30 1390 1006 11S0 1260 1330 1390 1000 1160 1280 1330 1390 2 .4.10d 8.10tl 726 72S 1110 1286 1390 1420 1420 1110 1280 1390 1420 1420 1110 1280 1390 1420 1420 H US26 3A 1 4.10d 14.100 865 865 1760 1950 19601 19SO 1950 1600 1725 1880 1950 19SO 1675 1925 1950 1950 1960 4•160 14.160 1035 1035 1980 21SS 21SS 2155 21861 15001 1725 1880 2000 1216S 16751 19281 2095 2155 2156 2 4.10d 14.10d 865 865 1 1960 1950 1950 1960 1950 Issol 1960 19S0 19sol 1950 19601 19601 1950 1950 1950 4.16tl 14.16d 1035 1035 2425 2695 2695 2695 2895 2425 2695 2695 2695 2695 2425 2695 2695 2695 2695 HQUS28 3y,2 2 6.10d 20.10d 1S10 1610 2360 2350 2350 2350 2360 2380 2350 2350 2350 2360 2350 2350 12350 2350 2350 6.18d 20.1fitl 1743 1745 2830 2830 2830' 2830 2830 2830 2830 2830 2830 2830 2830 2830 2830 2830 2830 LUS28 3}/e 1 3.10d 6.100 730 875 700 80S 875 -935 1000 900 1 1035 1125 1200 1246 900 1035 1125 1200 1245 2 3.10d 6.10tl 730 875 775 1 890 1 970 1030 1235 10101 1160 1260 1340 1480 1010 1160 1260 1340 1480 MUS28 3V2 1 4.10d 8.10d 775 775 100.01 11501 1250 1330 1390 12061 1300 1300 1300 1300 1200 1300 1300 1300' 1300 2 4.10d 8.1. d 7 S 775 11JOI 12801 1390 1420 1490 13461 1880 1686 1690 1690 134E 1660 1885 1890 1690 HUS28 31A 1 4.10d 22.10tl 836 836 1780 1 19501 1960 1950 1960 19801 1980 1980 1080 1 1980 1980 1980 19801 1980 1980 4.1ad 22.18d 1000 1000 1980 2155 2156 215S 2165 2810 2980 2980 29801 2980 2146 2468 2680 2860 2980 2 4.10d 22.100 838 83S 19S0. 1950 19S0 1950 19SO 2475 2475 2475 2475 2475 247S 2475 2476 2475 2476 4.1ad 22*-16tl 1000 1000 2425 2695 2695 2895 2695 3210 3270 3310 3340 3460 3210 3270 3310 3340 3450 HQUB28 32/ie 2 6.10d 36.16d 139E 139E 2350 -2360 2350 2350 2360 3105 3106 3105 3105 3105 3105 3105 3105 3105. 3105 8.18d 36.1ad 1610 1610 2830 2836 2830, 2t3d I 283.0 3740 3740 3740. 3740 3740 3740 3740 3740 3740 3740 LUS26.2' 3r/e 1 3.10d 4.10d 730 730 670 770 840 890 1 1070 870 770 840 890 1070' 670 770 800 800 800 3.16d 4a16d 875 875 1 790 905 98S 1080 1260 790 905 986 1050 1260 790 800 800 600 800 2 3.10d 4.10d 730 730 745 855 930 990 1190 746 855 930 990 1 1190 745 800 600 800 800 3.160 4.18d 875 875 915 1050 1145 1215 1465 .915 1050 114S 1215 1485 800 800 1 800 800 800 HHUS26.2. 3V2 2 4.10d 14.1ad '866 865. 2630, 233 24as' .'2486 2485 2030 '2335 `2485 2485. 2485 .2030 2335 2485 2485 2486 4•.1ad 14-.1.8tl 1035 1035,2440' 2805 2996,4096 2695 24.40 .2805 299 2995 2995 2440 2805 2995 2995 2995 HQ US28.2 Viie 2 6.100 20.10d 1510 1510 3140 3590 3690 3690 3890 3140 3690 3590 3590 3690 3140 3590 3890 3690 3690 8.Iad 20.18d 1745 1745 3700 4255 4325 4325 4325 3160 3620 3935 1 4190 4325 3370 3876 4210 14328 1 4325 HGU02a-2 .3% 2. 2-.SDS.1/44 12•SD81%4x3:: 820 820 3486' 3486 3486.:6485 348'6 2810' 3230' 3485 3485 3485 800 660 800 800: 800 LUSEB•2 '31/e 1 3.10d 6.10tl 1 730 730 670 770 840 890 1030 870 1000 1088 115SI 1190 870 1000 1086 1155 1190 3.18d 6.16d 875 975 1 790 90S 98S 1050 121S 1000 11SO 1250 1330 1470 1000 1160 1250 1330 1470 2 3.10d 6.100 730 730 1 745 .855 930 090 1190 980 1125 1220 1260 1260 -980 1125 1220 1260 1260 3.18d 8.16d 875 875 1 915 10S0 1145 1215 1465 1190 1370 1490 1666 156S 11001 1370 1490 1S5S 1655 HHG.S28-2 31/2 2 410d 2Z1Od 840 640 2030 2336 2485. "2485 2485 2985 3070 3070 3070 3070 2086. -3070 3070 3070 3070 4-180 22. 6d 1000 1000 2440 280 . 2996 :2996*2995. 3360. 3700 3700 ..3700 3700 3680 3700 3700 37.00 1 3700 HGUS98.2 32/,e 2 6.10d 36.10d 1395 1396 3140 3520 3590 13590 3590 14230 4230 4230 4230 4230 4230 4230 4230 4230 4230 6.16d 36.16d 1610 1610 3700 4255 4 25 4325 4325 S100 5100 5100 6100 5100 4380 6016 5100 5100 5100 HQU0E8.2 314 . 2 2•SD81/03 20rSDS,1/4x3 820 856 3485 3485 3485 '3485 3485 5700 5700 5700 '5700 5700 4065 4675 5086 5410; S700 HG U828.3 3'/,a 2 6.10d 20.10d 1810 1610 13140 3590 3690 3690 3690 3140 3690 3590 3500 3590 3140 3690 3590 3690 3590 6.16d - 20.1ad 1745 1745 13700 4255 4325 4325 4325 3150 3620 3936 4190 4325 3370 3875 4210 4325 4325 HG.U02663 3V2 2 2•S0S1/4X4,6 12•SDS1➢4x3 •' 820 620 .3686: 4035. '4035` c4036. 4035 2980 3320 3610 3840 4035 3330 '1830 4035 4035' 4035 HGUS28.3 394e 2 6.10d -36.10d 1396 1395 3140 3890 3590 3S90 13590 4230 4230 4230 4230 4230 4230 4230 4230 14230 14230 6.16d 36.180 1010 1610 3700 4255 4325 4325 4325 5100 .5100 5100 5100 5100 4360 5015 5100 5100 5100 HOU028.3 3V: 2 2-'SDS1/4x4.6 20�SD'S1/4X3 .820 .855 3896 4016 4035` A035. 4.036: 670015700 5700 6700 S700. 4220 4655 527B 61B 6700 H©U026.4 3% 2 2•SDS1/4X6 12•SDS1/ X3 820 985 685 4035 9 HOUO2A-4. 3V2 2-S0S1/4X6 - 1 X T 820.' '986. 3899 4038 4 4 0 70 70 ` 570 OB 550. T•REOHEEL01 4/07 ezp, 1/09 ® 2007 Simpson Strong-ni Company W. J.StrongTie I See General NoteS, papa 4, S b *L I TRUSS HANGER REG GIRDER TRUSS (2 MEM. MINI) T-80 NAILS USE GALY. STRAP ANCHOR ATTACHED W/a-!OD MAILS 6 E.A. END & 2-0 (I 1/2' LONG) NAILS Q SIDE OF TRUSS SIDE VIEW rREG. TRUSS, r-•-------- HANGER STRAP BELOW a ATTACH TO REAR OF GIRDER REAR FACE OF GIR• a. OF GIRDER REINF, ANCHOR STRAP 6 BTM EDGE TO REAR OF GIRDER BTM VIEW USE 1' WIDE (200 MIN. ) GALY, TIE -STRAP ATTACHED AS SHOWN W/TOTAL OF: 10-160 NAILS TO GIRDER TRUSS A 4- SC (1 Ill' LONG ) NAILS TO REO. TRUSS. (1000 Les. WIND UPLIFT CAPACITY) REINF. ANCHORAGE STRAP (BY BLDR.) FOR ADDITIONAL 1000 LBS. WIND UPLIFT CONNECTION, 2,9 O 6 . mg� ( STRONGBACK DETAILS & BOTTOM .00K 0 0 STRONGBACK, 1 / ® EACH END. VLS 0 EACH VERTICAL. LOSE TOI9070M CHORD AS POSSIBLE, STRONGBACKS SPACED AT 10--0" (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMBLIES, STRONGBACKS ARE RECOMMENDED TO MINIMISE VIBRATION. six. ■•■-4vM. t Itus Joist • TimberStranda LSL ► Specifier's Guide 2104 ► October 2002 1314' Width Pieces: - Minimum of 2 rows 12d (3114') common swiss at IZ' on-cerster- - Minimum of 3 rows i2d (3114') common nals at 12' on -center I 14', 16' arid 18` beams - Nailed connections require an additional row of nails when mil smaller !hem 5p-cif ed above (minimum 0-128' x 3-)- u 3V2' Widsh Pi:r.ea. Minimum of 2 rows 112' bolts at 24' ori-center, sbggered- hluitiple pieces of TrmbeiStraniP LSL can be nailed or hafted together to form a header or beam of the remure:l size, up to a maximum width of L*,. 7' wide beams should only be aide -loaded when loads are applied to both sides of the members (to minimize rotation) Maximo-s-h Uniform Load Applied to Either Outside Member (PLF) (1) NNUD CONNEC71ON values may be doubled for 6' on-eentcr or bipled for 4' on-cenla nail rpxing. (2) NN11D CONNL C71ON valuer .equine an addtional row of nails when nailsize is smalle. than specified above (3)A307 bolo with sva>fsrn required. Bolt holes to be r/ss' maximum. (4)Screwr marl have cell -drilling tip and minimum bending yield suength of 21),D00 psi. Lead hold may be required by local building offiriah. General Notes • Verify adequacy of beam in uniform load tables on pages 10-15. Values listed are lot 100%stress level- Increase 15% for snow -loaded tool conditions or 25% for non -snow roof conditions, where code allows. • Use specific gravity of 0.5 when designing connections (specific gravity of 0.58 may be used for bolts installed perpendicular to face and loaded perpendiculat to grain). • Bearm wides than 7' requite special eorssidetation by the design professional. Connections are based on NDSO) 2001. Example Problem �..Wvon: First, check allowable load tables to verify that 3 pcs. can carry the total load of 730 plf with proper live load deflection criteria. Maximum load applied to either outside member is 430 plf. For a 3 pc. 1314' multiple assembly, Z rows 12d (31%4') nails at 12' on -center is good for only 355 plf. Therefore, use 3 sows 12d (31/4') nails at 12' on -center (good for 530 pit). Alternate: Z rows 112' both at IZ' on -center.. Sj>3l 1FIGGYBACK " JWC / Piggyback M 2X4,2X6,2X8,2X10 OR 2X12, I12 OR P2 PT, SPF, HEM -FIR, OR SIC AS,NEEDED•, ATTACH SCAB TO ONE FACE OF TRUSS KITH 16D COMMON NAILS OR 0,128'X3' GUN NAILS 0 4' OC. THROUGHUUT TUP CMURU ... OR .... . TOENAIL BLOCK TO TC WITH WITh (2) 16D COMMON NAILS UR 0.128-XV OUN.NAILS @ 24' OG,IHROUGHOUT TOP CHORD, + CONTINUOUS LATERAL BRACING.@ 24' CC. OR AS SPECIFIED ON ALPINC DRAWING. ATTACH TO FACH SUPPORTING TRUSS WITH (2) 60 NAILS.FOR SX4 OR (2) 16D NAILS FOR 2X4: BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO.A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ? CLB LUMBER: 2X4 OR 2X6 g2 OR N2 PT, SPF, HEM -FIR, OR SP i_24" MAX TC BLOCK DETAIL ALPINE.- F .PMtm Inc, )ETA IL 11 �1/4" MAX. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR ^ PIGGTBACK AS PER UkAN11IC 8CUSk081 01310190. 0111240/ OR 0111240e. ATTACH TO TOP CHORD OF 5UPPOP.TIN0 IHUSS AS SPECIFIED ON kLPINF DRAHII,G, UR HIIN ICU GUN NAILS (0,131 1,3•I AT Is' OC. FOR 4SC1' 7•02, 130 MPIf, ENC. SLUG. EAP B A C. CAI 11. UU' Mn 6' OC. FUR .4SCE 7•02, 140 MPH, PART. ENC. dLOG, EXP B. CAI 11. 3U' fill 6. OC, FOR ASCE 7•02, 140 MPH, CNC. BLOC, EAP C. CAT II. 30' MM 4. OC, FOR .4SCE Y•02, 140 MPH, PART. ENC BLOC, CXP C, CA) 11. 30' Mh c Desl n Crlterla• TPI(STD vARN1M9 TA us AL( aLV11t IITAEMt CAAL IN IA......IUM, nANULJNO, 1nItH NC, (NSLALLINC AMC 1AAC1A6. A(t CA t0 ACII 1.01 fI VILOINC tCMA6klkt S.ItTT INtLA' fIOAl. 1VkLLIAtO 11 111 ITAV11 PIATC InAfIIVfL• 16) U'CNYF1 IO CIA— fUl}t 100, MADISUM, kl fltlk).Akl, Ytc"A IN000 TAMS COVMf11 Lf AM(AIt A. '100 1N1tAtA11t LA, MADI It•N. k1 {J711) ft•A IAftTT tAACtIC(t 1NIOk TC ttk FCAM1kL tMCI,t FunC I10Mf. VALtl1 OtMCAN111 10ICATLU tot 06MV 1-ALL MAT( tACftALI A1I.ACMED StAUCtUAAL tAMtL1 AI(V 11ttCM C,,bAV 1AALL Utt A /1LP(Al1 Atf ACMtU AI41D CLILINO, le tht 1tADU tOt TI C. , IMALI IkOtAI COACSfCAS11 lLLf7A1jAAtCD AllAt lOn if AOnf tnll �VMfkACILA. 1 1 fAI I "flAt I NCIIV(I'nC 1AulL IN CONFOAMAntt Alin OA fAUR7 A1Me, nANOl1AO, lAfftl nL. INS tAIIInG 1 IAA:: NL Cf fAVS{({. 0t1lOM CDMfGMnO NI'M A'OILV. Lt 11L11f IC.S CM nt•l IAA?I CA.L Ot SIOA 111. 6t AllA .i ANI t11. t OMN(C TCA ILA Tt{ ARC MUI Cf 20/10l1 CAA IN. n/f/A! Alto AC{J OAAAA Ad/CO 1.. A.A,11 AAL1 Sflll AnI.'1 t \At It 1{ (ACn fA:t 0t T11 ufL ANC: uW tLL .}ntAklf[ L6C AttO CA Inl: CI11AN. IOfIf101 /lA ORArIk G1 1n0A•! VA/.NINCt INVICATE1 IA1CtIfAn. tV Uf UrA Uf lf310n.LL'ADIMC CAIAC 11 I'M tA( ttOAflel1j-to ClU,iCi Jf C1 fnt f11u$CAL; Al V 11A1 otll{A fnuv N, fnt LVItAlllltf Aft U11 11 Inll CVA"..1t fkn AAI IV1.01A. it fn( Atltu it llLltr v/ tn( I YIlVINO tt LI ONCA rfA AM11/f11 L ft.. 1, ALTERNATE LOADING: TCLL 20 30 PSF TCDL 20 OR 15 PSF BCDL 10 10 PSF TOIL 50 55 PSF 1.25 1.33 OTY:1 FL - 1 R TC LL 30.0 PSF TC DL 7.0 PSF SC DL 10.0 PSF BC LL 0.0 PSF TOT,LD. 47.0 PSF DUR.FAC. 1,33 SPACING 24.0" REF R191. 0 DATE 10/13/OS DRW HCuSP.157 05286001 HC-ENG MNM/JFC SEON - 24944 JREF• 1Sv8191_P,13