2009-00518 (roofing) - Laserfiche WebLink

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Wc�'c Order: C94241 Customer: LAMPERTS N BRANCH Truss ID: B Qt : 1 Desc: DTC GABLE '�, • TC 2x4 SPF #1/#2-CAN Designed per ANSZ/TPI 1-2002 Thia truas ia deeigned ueinq tha � BC 2x4 SPF #1/#2-CAN This design does not account for long term ASCE7-OS Wind SDecification DG SLIDER 2x4 SPF #1/#2-CAN time deDendent loading (creep). Building Bldg Enclosed = Yes, Importance Factor = 1.00 GBL HLK 2x3 SPF #3-CAN Deeigner muat account for thia. Trusa Location = End Zone THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet Eor Hurricane/Ocean Line = No , Exy Category = C MULTIPLE LOAD CASES. Maximum Rotational Tolerance vaed Bldg Length = 60.00 ft, Bldg Width = 40.00 £t Loaded for SO PSF non-concurrent BCLL. IAC/rBC tzvsa Dlate valuea are based on Mean roof height = 12.18 ft, mph = 90 Gable verticala are 2x 3 web material syaced teating and aDDroval as required by IBC 1703 ASCE7 II Standard Occuyancy, Dead Load = 12.0 Dgf at 16.0 " o.c. unlesa noted otherwise. and ANSZ/TPI and are reDorted in available Deaigned ae Main Wind Force Resieting Syetem Top chord auDDorts �4.0 ^ of uniform load documente as ER-1607 and ESR-1118. - Low-riae and Co�onenta and Cladding at 35 D8f live load and 10 D8f dead load. Tributary Area = 52 aqft Additional deaign conaiderations may be reQuired if eheathing is attached. Brace gable etuds in accordance with Truawal Systems standard gable bracing details and charts. This truse requires adequate sheathing, as deaigned by others, aDylied to the trusa face Droviding lateral euDDort for webs in the truse Dlana and creating ehear wall action to reaist diaphragm loads. Attach secondary top chord (if shown) with rotated tie platea in addition to the ----= Joint Locatione =---- heel Dlating ahown. The secondary top ---- 1 0- 0- 0 19 3- 8- 0 chord may be notched for outlookera, 1.5" 2 3- 8- 0 20 5- 0- 0 deep max. DO NOT NOTCH WITHIN THE PLATED 3 5- 0- 0 21 6- 4- 0 HEEL AREA OR IN ANY AREA MARICE B )! 4 6- 4- 0 22 7- 8- 0 5 7- 8- 0 23 9- 0- 0 3$� � � � � � � � � � � � � � � � � �p 6 9- 0- 0 24 10- 4- 0 3-8-0 c� m � 8 11- 8- 0 26 12- 0- 0 9 13- 0- 0 27 13- 0- 0 13-0-0 � 13-0-0 i 10 14- 4- 0 28 14- 4- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 li 15- e- 0 29 15- 8- o 12 17- 0- 0 30 17- 0- 0 13 18- 4- 0 31 18- 4- 0 4.0� -4.00 14 19- 8- 0 32 19- 8- 0 15 21- 0- 0 33 21- 0- 0 R3X4 16 22- 4- 0 34 22- 4- 0 T T 17 26- 0- 0 35 26- 0- 0 I18 �_ �_ � 4-4-4 � 3X4 3X4 5-0-0 3X4 q SHIP S = 03-15 S=4X4 03-1 4 2 3 3X4 3X4 .2��0 I "2 0_0 i 26-0-0 � i 18 '19 20 21 22 23 24 2E6 27 28 29 30 31 32 33 34 35 3-$�°� �l �l �l 1 �l l��l 1 �l 1 �11 �l l� ml� 3-8-0 q '�P � � V � � Y � � � � � � fJ �h i2 TYPICAL PLATE:1.5X4 8/19/2009 OVER CONTINUOUS SUPPORT All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5132"=1' AUTOMATED WARN I N G Read all notes on this sheet and give a cupy of it to the Erecting Contractor. �ob Name:Rei�zsxzs This design is tor an individual building component no[[russ sys[em. It has been basetl on specifications provided by[he component manutac[urer Chk: BU I LDI N G and done in accordance with the current versions o(TPI and AFPA design standards. No responsibility is assumed for dimensional accuiacy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication.7ha building designer must ascertain that the loads Dagnr: RJT COM PON E NTS utilized on this design meal or e.ceed the loading imposatl by the local builtling rotle antl the particular application.The tlesign assumes that the top cho�d TC Live 35.00 Def DurFace L=1.15 P=1.15 is laterally braced by the root or floor sheathing and the hottom chord Is lalerally bracetl by a rlgid shea[hing matarial tlirec[ly attached, unless otherwise ' noted. Bracing shown Is for lateral support of components members only to�etluce buckling length.This component shall not be placed In any TC Dead 10.00 Def ReD �r Bnd 1.15 1111 8TH STREET environment that will cause the moisture content of the wood to exceed 19%andlor cause connector plate corrosion. Fabricate,handle,install BC Live 0.00 Dsf O.C.SDacing 2- 0- 0 C HETEK WI 54728 and brace this iruss in accordance with[he(ollowing standards:'Joint and Cutting Detail Reports'available as output from Truswal software, � 'AN51/TP11','WTCA1'-WoodTrussCouncilo(Ame�ica5tandardDesignResponsibilities,'BUILDINGCOMPONENTSAFE7YINFORMATION'- BC Dead 10.00 paf Deeign Spec IRC-2006 PHON�: (800) 524-9990 (gCSI)antl'BCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plale Inslitu[e(TPI)is located at 218 N.Lee Street Suite 312, FAX: (715)924-2585 Alexantlria,VA 22314.The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAI. 55.00 p8f Seqn T6.5.7 - 102357