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OFFICE USE ONLY: DATE FILED: PERMIT# 2106-0353 REVISION FEE: 0.00 NO Fee RECEIPT# i PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT DEFERRAL PROJECT INFORMATION ®�� ��c LOCATION/SITE '�, ADDRESS: 804 WINTERS CREEK RD,PALM CITY,FL 34990 DETAILED DESCRIPTION OF PROJECT REVISIONS: Submitting truss layout and cut sheets CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: 23299 BUSINESS NAME: WINCHIP CONSTRUCTION INC QUALIFIERS NAME: STEPHEN E WINCHIP ADDRESS: i7502 SE SANDPIPER ST CITY: HOBE SOUND STATE: FL ZIP: 33455 PHONE (DAYTIME): (772)545-2220 FAX: 772)545-2211 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: i PHONE (DAYTIME): FAX: SLCCC: 9123109 Revised 07117118 i M NOTICE Field Grocna is not the responstifty of the Wss fabricator,buss designer,nor plate manufacturer.Persons Jerecting tra—are cautioned to seek prof-knd O advice Tegar-Mg erection bracing which is always required to prelmnt toppl'mg and domlaoing during erection,and permanUOMMLent bracing which m be erected and fasteed in ay be r,WV d in specific 1 astraight and plumb position. When nosheathngnis q iad directly to the lap chords,they shay be braced at 24 mars. Where no rigid calig is'ppiled di ec y to the bottom chards,they shill be braced at 6-0'arc max. Q Tmsses shall be handed with reasonable care during erection to prercnl Ina-sive damage Or personal nyry. Sea Engneerilg la—ectox narng srheMes.ate NOIO Lobdrq Wmc b a not 0 ngww—L Bq-W chirp rupwttb*deq of Wsxs R b Ne re pm ay M me bdew to AIR,mghewed ' mnon wa1Ng w:sa Gider bruse Wss t0 Bider Wss connections whirl exceed the cepadty of a standard hanger Or truss to w0 connections are the responsibility of the binder. GENERAL NOTES 1.TRUAES SPACED 24 ON CENTER,U.O.N. V 2, L WALL.BEAM d COLUMN MWNTED USS HANGERS BY NUM O.SOME DOWN FRAMING BY BUILDER. 4.SOME VALLEY{RAYING BY MUM.5.BOT.�BOTTOM M TRUSS TRW ELEV.0"-0" Ov RTUL NORCE:PLEASE CONTACT r.O.T.MOR TO ANY ALTIM MON OF TRUSSES PRONDED BY US F.O.T.wl-L NOT BE RESPONSIBLE FOR ANY weLL x0art SGmmE _ - (RUES NT OR ALTERED MEIHWT PRIOR ORRA WAITIEN AUTHRW EO- WND SPEED:17 0 MPH TYPE: NWFRS-C.C. DESIGN CRITERIA: ASCE 7/16 CATEGORY:2 EXPOSURE:D � a{ ROOF LOADS FLOOR LOADS p,� ®re C zT-0' w,u.rmrr mauM . TCODT4L LTTAL TA L ® cc l- oaa�oo FLORIT)A QUALITY TRUSS 1 7, TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD -IT 111-1 g f Nave nasm -Ie POMPANO BEACH, FL. 33064 Qnorsza-e-a SHOP DRAWING APPROVAL THIS DRAWNG IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PR BUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE.PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS,DIMENSIONS,BEARING CONDITIONS, PITCHES,SHAPES,OVERHANGS.CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPUED BY A/E OF RECORD. Approved By. Doles Digitally signe ,W yMr by NUmdO a5toaR WINDUP OONSTRUC'ON �Y/`�H�Demiral °°O 9 d I KT t )• PE87425 uuEner®a n�„ary/ Date: rsa: A*u 2021.11.09 uugTw 103051-05'00 �ono�warms Baru Rona PMw an 2ISN aaDoo FLORIDA FLOMA QUALITY TRUSS 4U�/1TY TRUSS 3625 PARK CENTRAL BLVD N. 3625 Park Central Blvd. POMPANO BEACH FL 33064 Pompano Beach,FL 33064 PHONE :(954) 975 3384 FAX:(954) 978 8990 PROJEECT NAME&ADDRESSi f LET ZA 04 , CITY/COUNTYP M a.f T CONTRACTOR I BUILDER Wf D C1.- I P A MODEL I ELEVATION LOT!BLOCK JOB# STATEMENT:Icedify that the engineering for the trusses listed on the attached sealed index sheet have been designed and checked for compliance with the Florida Building Code-2020 the trusses have been designed to provide resistance to wind and forces as required by the fallowing provisions TRUSS LOADING CODITION ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD j BOTTOM CHORD LIVE LOAD — BOTTOM CHORD DEAD LOAD / C7 TOTAL LOAD 5-5 DURATION;FACTOR 1 , 2,-5 - - 'WIND ANALYSIS i ASCE 7--16 170 MPH EXPOSURE CATAGORY i Y-II MEAN ROOF HtIGHT COMPUTER PROGRAM USED FOR DESIGN: ALPINE Attched is a index sheet submittedin accordance with Florida Statude 61GIS..31.003 the pages numbered 1 thru—L4j are photocopies of the'original design and approved by me.As witness by my seal.I hereby certify that the above information is true and correct to the best of my knoviedge and belief i Digitally signed NUMAN DEI1/IIRAL o.���1...NM�R'9�•,�� by ,gMan FL. REG. #PE87425 = ' No 874 s DerniraI 3625 PARK CENTRAL BLVD N. _*` '* = PE87425 STATE OF Z POMPANO BEACH, FL 33064 �a'• Date: numan.demiral@gmai..com �OR1DP.. `��`�� ® ''��� 'Q ��N��`� 2021.11.09 10:29:39 -05'00' NOf TRUSS ID NO TRUSS ID 1NO TRUSS_ ID NO TRUSS ID- .NO TRUSS it) _ ---.---- _ 31 .61j 91 G f _ 121 ? ' 32 . 62 �' _ 92 C,13 0• 122 3 33 � - 4'� 63 93 �C 123 4 34 /, 64 62,9 94 CIS 124 CLrr 5 � _ 35 1 65 95 126 _37 � _ _67 97 C-f 0 127 _C� G- 8 38 _. 68 98 ' �126 C- - 3_9_ -_--- --69 J 3 � 99 _ 129 40 D _ 70 fj-j LI ._ 100 C, .._ 130 11 4--8 411 8 6 71 B35 1 101 C 2.1 131 _..L t 1;2 — - 42 72 8 -5 5C- 102 132 9 (�1I3 /jq 43 13 � 73 73 3 _ 103 ' ' 3 133 _s �..._ 1�4 44 8 8. 74 3 104- _C2 -4- 134 15 f1 _ 45 �j 5 75 B S S. 1-05 135 16 46 9 112 76 B 3,) 106 ��� __136 17 - ^47 qj 77 B Z/0 G-- 107 C-,i? 137 V/9 - 1�8 f 48 (�E _ 78 - 108 - 138 � 1�9 49 )9 �5 79 j - '� 109 �' .. 139 C- 20 j 5o LU/ 80 - 110 C-3 b 140 V 21 r _ 51 81 C 111 c 3 141 22 � , - 52 ' �_____- 82 112 C 3 Z 142 23 53 R/ ;7 83 (�.1- 113 . j 143 24 Z 54 f 84 { _ 114 _ _ 144 55 J 85 _� 115 � :r_ 145 26 �-�� -- 56 2 0 86 � �~ 116 �.3 146 27 57 2j 87 C.-f 117 147 58 Z 88 _ j (7- 118 148 29 - 59 Z?j 89 .�+ 119 C t 149 _ --- 30 _ 60 NUMAN DEMIRAL-�j 90 �,�� 120 �� 150 Digitally signed Ma s��.!R.;�� by Numan *� � FL. REG, #PE87425 = Demiral *: NO 87425 3625 PARK CENTRAL BLVD N. STATE OF * PE87425 o' ��., = POMPANO BEACH, FL 33064 �0� s>�. •.•�pRIDP,•'�.����` Date: numan.demiml®gmail.com `� ziSSIpNAL 2021 .11 .09 10:29:50 -05'00' Florida Quality Truss Engineering-List Job#: 2134411 Phone:772-545-3950 e-mail: Date: 9/9/2021 Customer Information: Project Information: IIYW!nchip ame: Contact Name: Construction LAULETTA RESIDENCE Address: Address: Region: 804 NW WINTERS CREEK ROAD MARTIN City,State,Zip: City,state,Zip-, PALM CITY,FL Salesman: Notes: Loading: TC BC Fill in later Designer., LL 0 0 Fill in later DL 0 0 Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TWBC OH-R CANT-R STUB-R 1 2 09-10-01 Al 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 o lbs.each 00-00-00 2X4 2x4 0.00 00-00-00 00-00-00 00-00-00 2 20 01-00-00 A2 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 3 18 03-00-00 A3 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 4 1 03-00-00 A3A 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 5 3 05-00-00 A4 6/12 0 0.00 02-02-10 00-00-00 00-00-00 it 0Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 6 1 05-00-00 A4A 0/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 7 3 07-00-00 A5 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 8 1 04-04-00 A6G 6/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 9 6 04-04-00 A7 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 10 1 04-04-00 A7A 6/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 11 1 06-00-13 A8 .2/12 0 0.00 03-01-10 00-00-00 00-00-00 0lbs.each 2X4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 12 1 36-08-00 AgG 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 z-Ply 0lbs.each 2x4 2X6 0.00 02-02-10 00-00-00 00-00-00 13 1 36-08-00 A10 0/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 14 1 36-08-00 All 0/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 2X4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 15 1 36-08-00 Al2 0/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2 0.00 02-02-10 00-00-00 00-00-00 00-00-00 x4 Page 1 of 7 Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB Height Num. TC/BC OH-R CANT-R STUB-R 16 1 36-08-00 A13 6/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 17 1 36-08-00 A14 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 18 1 07-05-00 A15 f / 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 19 1 07-05-00 A16 0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 20 1 07-05-00 A17 0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 0.00 00-00-00 00-00-00 00-00-00 x4 2 21 2 07-05-00 A18 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 olbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 22 1 18-04-00 A19G 6/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 3-Ply 0Ibs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 23 2 06-11-06 A20 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 00-00-00 0Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 24 5 04-11-08 A21 6/12 0 0.00 04-04-00 0-2-0-3-00 00-00-00 o Ibs.each 00-00-00 2x6 2 0.00 00-00-00 00-00-00 00-00-00 x4 25 2 07-01-08 A22 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 00-00-00 Olbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 26 3 05-01-00 A23 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 27 1 14-00-00 A24G 6/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 z-Ply 0Ibs.each 2x4 2x6 0.00 02-02-10 00-00-00 00-00-00 28 1 16-08-00 A25G 0/12 0 0.00 00-00-00 00-00-00 00-00-00 2-Ply 0Ibs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 29 1 11-04-08 A26 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each / 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 30 1 11-04-08 A27 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 31 1 11-04-08 A28 6/12 0 0.00 02-02-10 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 32 1 11-04-08 A29 6/12 0 0.00 00-00-00 00-00-00 00-00-00 olbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 33 1 11-04-08 A30 6/12 0 0.00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 34 3 11-04-08 A31 6/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 35 8 06-09-00 B1 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 36 2 09-10-01 B2 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 37 6 01-00-00 B3 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 00-00 00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 Page 2 of 7 r Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TC/BC OH-R CANT-R STUB-R 38 3 03-00-00 B4 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 39 3 05-00-00 B5 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 40 5 05-00-00 B5A 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2X4 2X4 0.00 00-00-00 00-00-00 00-00-00 41 8 07-00-00 B6 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 42 1 27-00-00 B6G 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 2-Ply 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 43 1 27-00-00 B7 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 44 1 27-00-00 B8 6/12 0 0.00 07-08-00 0-5-0-7-00 00-00-00 o lbs.each 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 45 1 27-00-00 B9 6/12 0 0.00 07-08-00 0-5-0-7-00 00-00-00 o lbs.each 00-00-00 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 46 3 27-00-00 B10 6/12 0 0.00 07-08-00 0-5-0-7-00 00-00-00 O lbs.each 00-00-00 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 47 3 25-00-00 B11 6/12 0 0.00 09-08-00 0-7-0-7-00 00-00-00 0lbs.each 00-00-00 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 48 1 20-07-06 B12 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each \ 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 49 1 20-07-06 B13 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 50 1 20-07-06 B14 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 51 1 20-07-06 B15 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 52 4 20-07-06 B16 14 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x6 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 53 1 20-07-06 B17 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2X4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 54 11 02-02-10 B18 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 55 3 20-07-12 B19 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 56 1 27-05-00 B20 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0Ibs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 57 1 27-05-00 B21 G 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 3-Ply 0lbs.each 2x4 2x6 0.00 00-00-00 00-0-3-00 00-00-00 00-00-00 58 3 27-05-00 B22 6.0/12 0 0.00 00-00-00 00-0-3-00 00-00-00 0lbs.each 2x6 2x6 0.00 02-02-10 00-00-00 00-00-00 00-00-00 59 3 35-00-00 B23 6/12 0 0.00 02-02-10 00-00-00 00-00-00 01bs.each 2x6 2x6 0.00 02-02-10 00-00-00 00-00-00 00 00-00 Page 3 of 7 I Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TC/BC OH-R CANT-R STUB-R 60 1 35-00-00 B24 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 00-00-00 2x6 2x6 0.00 02-02-10 00-00-00 00-00-00 61 1 35-00-00 B25 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x6 2x6 0.00 02-02-10 00-00-00 00-00-00 62 1 35-00-00 B26 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 63 1 35-00-00 B27 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2X6 2x4 0.00 02-02-10 00-00-00 00-00-00 64 1 35-00-00 B28 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 o Ibs.each 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 65 1 35-00-00 B29 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 o lbs.each 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 66 1 35-00-00 B30 6/12 0 0.00 02-02-10 00-00-00 00-00-00 Olbs.each 00-00-00 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 67 1 35-00-00 B31 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each >' 00-00-00 2x6 2x4 0.00 02-02-10 00-00-00 00-00-00 68 1 35-00-00 B32 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 2-Ply 0 lbs.each / 2x4 2x6 0.00 02-02-10 00-00-00 00-00-00 69 1 03-08-08 B33 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 70 5 02-08-00 B34 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 71 1 22-08-00 B35 6/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 72 1 02-08-00 B35G 6/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 2-Ply 0lbs.each 2X4 2X6 0.00 00-00-00 00-00-00 00-00-00 73 1 25-04-00 B36 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x6 2x6 0.00 02-02-10 00-00-00 00-00-00 00-00-00 74 13 25-04-00 B37 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2X6 2X6 0.00 02-02-10 00-00-00 00-00-00 00-00-00 75 1 25-04-00 B38 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 76 1 25-04-00 B39 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 77 1 25-04-00 B40G 6/12 0 0.00 02-02-10 00-00-00 00-00-00 2-Ply Olbs.each 2X4 2X4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 78 2 09-10-01 B41 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 79 7 07-00-00 B42 6/12 0 0.00 04-06-10 0-2-0-3-00 00-00-00 o lbs.each 2x6 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 80 3 07-00-02 C1 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 81 20 01-00-00 C2 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 I Page 4 of 7 Engineering List Mark Seq. City Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TC/BC OH-R CANT-R STUB-R 82 14 03-00-00 C3 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 Ills.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 83 6 05-00-00 C4 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 84 1 12-04-00 C5G 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0Ibs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 85 1 12-04-00 C6 6/12 0 0.00 02-02-10 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 86 2 12-04-00 C7 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 87 1 02-06-06 C8 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 88 1 14-04-00 C9G 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 89 1 14-04-00 C10 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 90 1 14-04-00 C11 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 91 4 14-04-00 C12 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 92 1 14-04-00 C13G 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 z-Ply Olbs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 93 4 09-10-01 C14 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 03-09-04 00-00-00 00-00-00 94 8 05-00-00 C15 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 95 7 07-00-00 C16 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 96 1 16-05-04 C17 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 97 4 16-05-04 C18 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 98 1 16-05-04 C19 6.0/12 4.0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each o 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 99 1 16-05-04 C20 6.0/12 4.0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each o 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 100 1 16-05-04 C21 6.0112 4 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 101 1 16-05-04 C22 6.0/12 4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 102 1 16-05-04 C23 6.0/12 4 0.00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 103 1 16-05-04 C24 6/12 4 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 Page 5 of 7 Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TC/BC OH-R CANT-R STUB-R 104 1 16-05-04 C25 0/12 4.0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-000 00-00-00 00-00-00 -0 105 1 16-05-04 C26 0/12 4.0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 106 1 16-05-04 C27 0/12 0 0.00 00-00-00 00-00-00 00-00-00 0 W.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 107 1 16-05-04 C28 0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 O lb..each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 108 1 16-05-04 C29 0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 O Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 109 1 16-05-04 C30 0/12 0 0.00 00-00-00 00-00-00 00-00-00 o Ibs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 110 1 16-05-04 C31 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-04 00-00-00 00-00-00 111 1 16-05-04 C32 6/12 0 0.00 00-00-00 00-00-00 00-00-00 01bs.each 2x4 2x4 0.00 00-00-00 00-00-04 00-00-00 00-00-00 112 1 16-05-04 C33 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-04 00-00-00 00-00-00 113 1 09-08-00 C34 6.0/12 0 0.00 02-02-10 00-00-06 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 114 1 09-08-00 C35 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 115 1 09-08-00 C36 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 116 1 09-08-00 C37 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 02-02-10 00-00-00 00-00-00 00-00-00 117 2 04-02-03 C38 .2/12 0 0.00 03-01-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 118 3 03-00-00 C39 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 119 1 22-00-00 C40G 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 2-Ply o Ibs.each 2x4 2x6 0.00 00-00-00 00-00-00 00-00-00 00-00-00 120 1 22-00-00 C41 6/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 121 1 22-00-00 C42 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 O Ibs.each 2X4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 122 1 22-00-00 C43 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 123 1 22-00-00 C44 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 124 1 22-00-00 C45 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2x4 2X4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 125 1 22-00-00 C46 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 I I ' I Page 6 of 7 Engineering List Mark Seq. Qty Span Description Truss Slope FT OH-L CANT-L STUB-L Height Num. TCIBC OH-R CANT-R STUB-R 126 1 22-00-00 C47G 6.0/12 0 0.00 02-02-10 00-00-00 00-00-00 2-Ply 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 127 1 13-00-12 C48G 6/12 0 0.00 02-02-10 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 128 1 13-00-12 C49 6/12 0 0.00 02-02-10 00-00-00 00-00-00 0lbs.each 2X4 2X4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 129 2 04-05-08 C50 6/12 0 0.00 02-02-10 00-00-00 00-00-00 01bs.each 2x4 2 0.00 00-00-00 00-01-00 00-00-00 00-00-00 X4 130 2 04-05-08 C51 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-01-00 00-00-00 131 1 07-00-02 E1 4.2/12 0 0.00 03-01-10 00-00-00 00-00-00 olbs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 132 1 03-00-00 E2 6.0/12 0 0.00 02-02-10 00-04-00 00-00-00 00-00-00 o Ibs.each 2X6 2X4 0.00 00-00-00 00-00-00 00-00-00 133 1 03-00-00 E3 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 134 6 05-00-00 E4 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 135 1 15-08-00 E5G 6.0/12 0 0.00 02-02-10 00-04-00 00-00-00 o lbs.each 2x4 2 0.00 00-00-00 00-00-00 00-00-00 00-00-00 x4 136 1 15-08-00 E6 6/12 0 0.00 02-02-10 00-04-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 137 1 07-00-00 VA 6/12 0 0.00 02-02-10 00-00-00 00-00-00 o Ibs.each 00-00-00 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 138 1 08-10-08 VB 6/12 0 0.00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 139 1 06-10-08 VC 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 o lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 140 1 04-10-08 VD 6.0/12 0 0.00 00-00-00 00-00-00 00-00-00 0lbs.each 2x4 2x4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 141 1 02-10-08 VE 6112 0 0.00 00-00-00 00-00-00 00-00-00 o Ibs.each 2x4 2X4 0.00 00-00-00 00-00-00 00-00-00 00-00-00 Total Weight: 0.00 Page 7 of 7 Job:21344 11 /Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS Special loads --Bot-chord 2x4-SP#2 B2-2x4-SP-SS; -(Lumber Dur.Fae.=1.25/Plate Dur.Fac.=1.25) Webs 2x4 SP#3 TC:From -0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 pit at 0.00 to 2 pif at 9.84 BC:From 2 pit at 0.00 to 2 plf at 9.84 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. PLB:From 4 plf at-2.95 to 4 pif at-0.17 TC:-155.14 lb Conc.Load at 1.41 TC:192.22 lb Conc.Load at 4.24 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 TC:385.89lb Conc.Load at 7.07 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:28.34 lb Conc.Load at 1.41 BC:108.34 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. BC:193.58 Ib Conc.Load at 7.07 Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [81 W3X5 S 3.00 •"•`BEARING ANALOG MODIFIEDI -155# 1927� 386# 2'9"3 R--224# U=116#Rh=170#RL=34# NAILED R=39 - D 14'4" 12 3X4 a 4.24 p N_ r` a 'v o i() 03X4 1111.5X4 _ rm 0'8" W 62 1113X5(") v1.5X4(R 011.5X4 1 10' Ira -V 1111.5X4, 1 y 9'7"s R 1113X5[8][8 311"10 I 4W } 5'6"15 }�1'5" --2715 2715� 28# 10� 194# R=194#Rh=1709 RL=-34# NAILED R=392# U=881#W=10"9 OH LEFT RAKE=32"11 (Rigid surface) SEQ= 465535 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020r]"P42014 FT/RT=10%(0%)r5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNIN0111 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require etdrems care in fabricating,handling,shipping.installing and bracing.Refer to and follo�- = paces ns rioatedmenafe SI these fun ons.conentsefeymrovidete,by rybraPI wren)for safety TC DL 15.Opsf DATE practices prior to pertorMng these fun ns.Installers shall provide tenporery brad per BCSI. Un tess noted� bracing otherwise.top chord shall have properly attached structural sheathing and bottom chord s p shall have a property o6chedrigWcalling.toeetiam shown for pearanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09 09-2021 shall have bracin Insisted per BCSI sections B3,117 or B10,as applicable.Apply plates to each face of ou and poshion as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A.Z for standard plate position% BC LL O.Opsf rrw Building Components Group Inc.shall not be responsible for any deviation from this drawing. ny failure to build the truss in conformance with ANSVrPI 1,or for handling,shipping,installation abmangafwe=es. TOT.LD. 55.Opsf O/A LEN. 91001 A'6iio 5rlg, AaeU on this drawing groom peas luting file dinewing,Indicates aaptance of profudonal g/y���78-:489 anglnwdngmaponaml@yaoialyfarthadnlgnahawn.TheaultabBltyanduaaofthladravdng DUR.FAC. 125 JOB#:21344 II ,49TAMCCE!H2ALVLVA fbranyaWaNndthmmspondbNtyoftha Building DealgnerperMIBVTP11B..2. . _ Ik e RNBCG:wwFor more Information see this job's general notes page and these web sites: wllwbcg.com;TPI:www.tpinstarg;WTCA www,sbclndustry.cem:ICC:www,lccsofe.org SPACING 24.0" TYPE HIP JACK Job:21344 11 /A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Negative reaction(s)of-198#MAX.(See below)from a non-wind load case requires uplift connection. —BoYchord-2x4-SP#2 Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere-in-roof,-RISK-CATII—EXP D-Mnd-TCDL=5:0— Lt Level Return:2x4 SP#3;Lt Level Return:2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. Shim all supports to solid bearing. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [2] W 3X5 S 3.00 [5] W3X5 S 3.00 R=-198#Rw=216#U=289#RL=97/-799 NAILED 11'4"8 m1.5x4 12 s p m1.5X4 0 iV C fp e3X4 IY X ] 10, T 1111AY.W91 IF v `* ,, 97'12 cp Y F.� 2710 13.8 1 8"8 R=228# Rw=269# U=176# NAILED R=271#Rw=292# U=176#W=8' (Rigid Surface) R=14# NAILED OH LEFT RAKE=2'4" SEQ= 465262 PLT.TYP:WAVE DESIGN CRfr=FBCTTHED20201TP42014Fr1RT=10%(0ky5(0) QTY=20 TOTAL=20 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGI'a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require elareme rare In fabricating,handing,shipping,installing and bracing.Refer to and s follow the latest edition of SCSI(B'Idingg Cortgonenl Saley Info7tta by TPI and WTCA)for safety preNws prior to padandng these rundlons.Installare shall pro le pomry b acing per BCSL TC DL 15.0 psf DATE unless noted othemm.to chord stag have property attached structural sheattang and bottom chord ( shag have a property attached rlgw selling.Locations shown for permanent lateral restraint or webs BC DL 10.Opsf DRW G 09-09-2021 shag have bmdng Installed per SCSI sections 83,SIT or B10,as applicable.Apply platea to each face I truss and position as shown above and on the Joint DeaOs,unless noted otherwise. _ Refer to drawings 160A Z for standard plate positions BC LL O.O psf ITw Building cortvonants Group h1c.shag not be responsible for any deviation from this drawing. any failure to build the=in canfonance wily ANSIfrPI 1,or for handing.shipping,Installation abredngorwaaea. TOT.LD. 55.Opsf O/A LEN. 1 A uN on thla drawing or oowr pogo IladnO Wa dnwing,Intllatauocaptana tar plefaadarul g� 97g„a.M enalt"Itt raponam4 aolaly far the dulgn ahawlc The sultabglly,and uu of thu chewing foranyawclunlathanaponslbNlyofthsBugdingD"IpnerporMSVfPI1Boo,4. DUR.FAC. 1.25 JOB#:2134411 ;Ibi9PAIIK(SI,R1'�inl'LL') For more Infomagon sae this job's general notes la , page and these web sites: GWBCG:vrww.11wtrcg.wm;TPl:vrxw,tpinstorg;WTC/a www.abdntluslry.com;ICC:www.lusefe.arg SPACING 24.0" TYPE JACK Job:21344 II /A3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 —Bot-chord-2x4 SP#2 psf,_wind_BC_DL=_5.0_psf—GCpi(J_)EO.I Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Lt Level Return:2x4 SP#2; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [2] W3X5 S 3.00 Shim all supports to solid bearing. [5] W 3X5 S 3.00 R=961-8#U=66#RL=170/-106# NAILED 12'4"8 12 s p o11.5X4 N a b IU 1.5X4 v m e3X4 FM I ] 10' T a s'7"12 1cp Fri 2710 1 3.8 1 2'8'8 1 3' R=272#Rw=299#U=233# NAILED R=54# NAILED R=232#U=156#W=8" (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465266 PLT.TYP:WAVE DESIGN CRIr=FBCTTHED2020ITM014Fr/RT=10%(O%y5(0) QTY=18 TOTAL=18 REV. 20.02.00A.1020.21 SCALE=1.0000 e'WARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 300 Sf REF —i "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL . P Trusses require anreme care N fabricating,hanAirg,sNpping.Installing and bracing.Refer to and foam the latest edition of BCSI(Building component safeylnformation,byTPl end WrCA)for safey TICDL 15.Opsf DATE pracllces prior to performing these fun ors.Installers shall provide terrporary bracing per BCSI. --- Unless noted otherMse,top chord shag have propedy attached structural sheathing and bottom chord shegheveeprope�egaclredrgdcegng.Loallonsshrnvnforpemanenllatere resuelntolwebs BC DL 10.Opsf DRWG 09-09-2021 snag have bredng tailed per BCSI sedans 83,BT or 1110,as applicable.Apply Oates to each race of truss and po=Won as shavm above end on the Joint Details,unless noted otherwise. O.O Sf Rotertoal., gsts0azror=andent lateposititions BC LL P IT W Building Components Group Inc.shell not be responsible for any deviation from this drawing, any fature to buIM the Wss m conWrtnance with ANSVTPI 1,or for handlirg,sttippinp,Instagagan &brawg of wawa. TOT.LD. 55.OPSf O/A LEN. 3 TWA(95Q9a5-3M A goal an this drawing or cover page lhillng this drawing,Indicates acceptance of professional DUR.FAC. 1.25 JOB#:21344_II SAz��•VM englnesdng reeponelblgy why for the design Shawn.The eultebglty and uee of thie drndng 3avrwaccsxnv.ecvrt for any mcgielathe respondblily ofthe Bugding Designer perMSVTPI 18eoS, For more information see this Job's general notes page and these web sites: n WBCG:www.ltwbcg.car4 TPl:w .tpinstorg:wrck: .w.sbdndusby.com;ICc:w .iccsafa.org SPACING 24.0" TYPE JACK Job:21344 11 /A3A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 —Bot chord 2x4-SP#2 psf,-wind-BC-DL=5.0-psf_GCpi(+]_)e0.18 Webs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets L/360 live and LI240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [1] W1.5X4 S 2.75 R=1404 U=67#RL=108/40# NAILED 12'4"8 12 6p 011.5X4 cO N N of .5 4[1] 10, 2'8'8 3' -t R=170#U=100#W=8' R=60# NAILED (Rigid Surface) SEQ= 465527 PLT.TYP:WAVE DESIGN CRIT-FBUTHED2020rTP42014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e>erarre care N fabricating,handling.sNDdrg.Installing and bracing.Refer to and fallow the latest edition of BCS I(Building Corr tSafety lnformarwn,by TPland WTCA)for safely TC DL 15.Opsf DATE practices prior to perfomdng these fundons.In tallers shall provide temporary bracing per BCSI. sUnIes.heti heveteed otherwise�cip chord shelfrhave property attached for structural sheati ing and Doltom chord property attached B• permanen.lateralApply testoe chfa BC DL 10.Opsf DRWG 09-09-2021 shbr have bracing Installed Per SCSI sections a B7 Delete, ,u applicable.Apply plates to each face R1 for t and vings 1 as shown above and an the Joint Dotage,ardeaa noted otherwise. 0.0 psf efer B dding Co 16oAZ for standard p ate poa lions. BC LL nW Building Components Group roes shall not be responsible for any deviation from this drawing, any laiura to build the truss in confonrance with ANSVTPI 1,or for handling,shipping.Installation abreangerwaaea. TOT.LD. 55.Opsf O/A LEN. 3 TWA(9 97-1-OW A good an this drarving or cover page Voting he drafmg.Indicates accoplance of professional DUR.FAC. 1.25 JOB#:21344 I g��y�-�fl engineering responalb[ily solely for the dangnohm.The carltablilty and use orthledrawlrlp Br;3yswsspccsxreat.acva. foranyetrutnureI@ the responibllly oft*Bulding Designerper ANSPTPI 1 Sea,2, — For more Information see this job's general notes page and these web sites: ITWBCG:www.Ilwbcg.com;TPI:vww.tpinstog;WTCA Nww.sbeindustry.com;ICC:v—Iccsafe.og SPACING 24.0" TYPE JACK Job:21344 II /A4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS All plates are 1.5X4 except as noted. —BoYchord-2x4-SP#2 Webs 2x4 SP#3 170 mph wind,15.00 fit mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC-D[: 5.0— Lt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W4X5 O 3.00 R=193# U=179# NAILED 13'4"8 7 12 6 p in o 0 v g 3X5 10'8" N III 23X4 =2x4 1 IU4X5[11] 2710 + 27 } 210"- -I R=519# U=165#RL=243/-136#W=8" R=97#U=14# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465525 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020rrM014Fr1RT-l0%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF 1 ll-th.r t st.hire a mro(Bfildl.g n handing,ship nfor anon,by TPI end b red W Refer ro eM s pmdca priortodiVono/SCSI(BuiWin�componentsatory lnfomation,paragbndW:,erSCSI. TC DL 15.Opsf DATE ^ _ praNces prior to pertamdng these I. ne.Installers shill provide lertparery brodng per SCSI. —may Unless noted otherwise,top chow shall have properly attached sbuctural sheathing and bo0om chord shall have a properly attached rigid ceiung.Locations shown for permanent lateral restraint ofwebs DL BC 10.Opsf shae have bracing Installed per SCSI sections B3.B7 or 810.as applicable.apply dates to each face DRW G 09-09-2021 f hues and positi own on as sh above and on the Joint Details,unless noted otherwise. Rarer to drawings l6OA-Z for standard plate positions. BC LL O.Opsf y ITW Building Components Group Inc shall not be responsible for any deviation from this drswing, any o//wseethe buss in conformance with ANSVTPI 1,or for handling,shipping,Installation WSiAVSQ97sam AeedonWsdmMgoroaverpageBetingWs drawing,Indoete no eacaepteeofp wrowslo TOT.LD. 55.Opsf O/ALEN. 5 FAXz 49%)978-2M engineering responsibility moldy forthe design shown.The sulubOlty aid uss of thle dmving 3sTerAmc[3xrawvcvD foranyMcWheletherespondbilltyof the Surding Designer per MIBVTPl1Seo,g, DUR.FAC. 1.25 J08#:21344_II )fitFor more Information see this Job's general notes page and these web sites: °-�+ nWBCG:wwwJtwbcg.ocmcTPI:mow«.tpinstarg:wrcnw .sbeindtsby."om:IMvr-3--f.arg SPACING 24.0" TYPE JACK JOb:21344 II /A4A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 All plates are 1.5X4 except as noted. — —Bot chord 2x4 SP#2 Webs 2x4 SP SS W2 2x4 SP#3; The maximum horizontal reaction is 293# Left end vertical not exposed to wind pressure. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Wind loading based on both gable and hip roof types. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [0] W3X5 S 3.00 Provide hanger or special connection at left end of truss for 441 lbs. 2'4"5 2711 —{ R=561-20#U=44# Rh=-293#RL=216/-218# NAILED �13 4"8 12 6 m ra N TfV N 10'8" 3 3X4 W2 1 10' 013X5[0] �—2'2- 2'10" r 5' R=441#U=188# (J) R=93#Rh=293# RL=183/-122# NAILED SEQ= 465529 PLT.TYP:WAVE DESIGN CRfr-FBC7rHED2020/rPF2014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING111 READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require edre ne we In fabricating,handling,shipping,installing and bracing.Refer to and s follow the latest edition of SCSI(Building component Safety lnformation,byTPl and WrCA)for safety TCDL 15.Opsf DATE practices prim to pedoming these functlons.Installers shall provide tempomry bracing per SCSI. UNess noted otherwise.top chord shag have properly attached structural sheathing and bosom chord J.R shall haveaproperlyaltached rigid ceiling.Locations shown for pemanent lateral restrainto!webs BC DL 10.Opsf DRWG 09-09-2021 i� shar have bracing instaged per BCSI sections B3,B7 or B10.as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwse. BC LL 0.0 psf Refer to drawings 160A-Z for standard plate positions. ME —. � fffa Buildingtob ld the truss Group Inc.shell not be responsible for any deviation from this Brewing, iME__ ^'" any aft to bWd the Wss in canfomance with ANSUTPI 1,or for handling,stupprig,installation fl bredus]on Woe. TOT.LD. 55.Opsf O/A LEN. 5 �,�Fg ypM a eetd w we dr.xlrlg or wwr page Ilwng this dr.wino,indlut.e.oaptwa of proN.dorui FAXi fMQ 974-W&A wginndng responsibility wifely for the design sham.TNwMbilymdussofthbdmdnp DUR.FAC. 1.25 JOB#:21344 II salvrn¢Iccxi+r.Ar DVD . for wy.watumIs the ruponsIblllyofthsBufding Designer per ANeyrPl1Bw.2, — �UWFMD19�. For none Information see this Job's general notes page and these web sites: sa�.F 32:iNA frWBCG:wowJtwbcg.car%TPl:vv—vinsterg;W7c/.wow bcIndueby.eam:Icc:www.l.—fo.org SPACING 24.0" TYPE JACK Job:21344 II /A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS All plates are 1.5X4 except as noted. Bot chord-2x4-SP-#2 Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CATII-EXP-D,windTC-DL=5:0— Lt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. •••••BEARING ANALOG MODIFIED!"'"" JT PLATE LATERAL CHORD No SIZE SHIFT BITE [9] W4X5 O 1.25 [11] W3X5 S 3.00 R=208# U=71#Rh=173# RL=354/-268# NAILED R= AUfD 14'4"1 12 v 6 m a ? rN o4X5[9 T 10'8" 1 go!3X4 �m �( 10' g0 3- 1113X5[11]8 1"I �2710 + 2'2"- + 4'10" -I f 7, R=717#U=411#Rh=173#RL=113/-39#W=8" (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465522 PLT.TYP:WAVE DESIGNCRIr-FBC7THED2020rrP42014 Fr1RT=f0%(0%)15(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF "IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require mdreme care In fabricating,haring,shipping,Installing and bracing.Refer to and i follow the latest edition ofBCSI(Bwldi2,CorTonenlSaf�mforroanon,byTPl and WrCA)for safety TC DL 15.Opsf DATE practices prior to pedamJng these fun ns stallers a I provide terrporery bracing par SCSI. '— —=-- Unless noted otherwise,top chord shall have properly attached sta heal sheathing and bottom chord shag have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 shag have bravingg installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each face • Rf truss end positio a shown above and on the Joint Details,unless noted otherwise. O.O Sf efer to draw oils lsoehz or s anaam Wale positions. BC LL p IT Building Components croup Inc.shag not be responsible for any CeviaOen from this drawing, any red—to build the truss is conformance with ANS11,1,or for handling.a ping,installation a bracing of vases. TOT.LD. 55.OpSf O/A LEN. 7 97 & A seal an this drawling at:nwer page Vital;thle chewing,Inmostesi .pen"of plofuelonal FAffix�C%&-n^Si41! englnndngneponalbllltywlelyforthedadgnehown.ThaaulteblityanduuolthledmMflg DUR.FAC. 1.25 JOB#:21344_II s5i9sAYK(slrrerV.l74{u for any stricture lathe respenalblliyofthe Building Dalgnerper ANSirrP1 l geo.g. For more Information sea this job's general notes page and these web sues: PUhWRAND BEACE,FL WMA n BCG:www.Itwbcg.corn;TPl:w—Aplastorg;wiCAwww.sbdndusby.1^?cC:wwx1—fe.org SPACING 24.0" TYPE EJACK Job:21344 II /A6G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads —Bot chord-2x6 SP SS (Lumber-Dur.Fac.=1.25-/-Plate-Dur.Fac.1.25) Webs 2x4 SP#3 TC:From 94 plf at 0.00 to 94 plf at 4.33 BC:From 20 plf at 0.00 to 20 pit at 4.33 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 BC:441.39 lb Conic.Load at 2.42 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip rooftypes. (J)Hanger Support Required,by others Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. (1)2x6x4-4-0 x SP SS Bottom chord scab centered 2-2-0 from left end.Attach to one face of chord with(3)rows of JT PLATE LATERAL CHORD 0.148"x3",min.nails @ 6"oc,staggered 3". No SIZE SHIFT BITE [11 W2X4 0.50 R 1.75 Provide hanger or special connection at right end of truss far 493 lbs. [3] W 1.5X4 S 2.50 [6] W3X4 S 2.50 1111.5X4 12 6 p 'v rn 112X4(R)[1 T N 10' Ill 1.5X4[3 103X4(R)[6] 4'4" 2'5"1 1'10"15—�{ 441d R=4419 U=1969 W=8" (Rigid Surface) R=493# U=218# H=H1 SEQ= 465537 PLT.TYP:WAVE DESIGN CRIr"FBC7THED2020rrPW0I4FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 eeWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require etdreae care In fabricating,handling,shipping,Installing and bracing.Refer loans! aoow the latest edib—f SCSI(B tamComponent Safety mfametwn,byTPl and wrcA)for safety TC DL 15.0psf DATE pracUms prior to pedarMng these runt o po ns.Installers shell provide lerary broolng per BCSI. •� -�Vv _-- -� ha0haveUnto a ted othorwise.ap perlyeaacled rigichordd oeUng.hall vLorarouondssttached structural sheathing hw forpem enllal wimastwntofwhd bottom sd �naenavebroa�Installed per SCSI sectionsB3,B7or810,asappOWble.Appyplates to each face BC DL 10.Opsf DRWG 09-09-2021 f apse and post on a=shown above and on,the Joint Galas.unless noted otherwise. eferto ndartl O.Opsf RdawnBs180AZforsaplateposdans BC LL ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing, any raiure to build Me truss in conformance with ANSVTPI 1.or for handling,shipping.installation a breWgaf wssea. TOT.LD. 55.Opsf O/A LEN. 40400 TWA(950 57y-am. A seal an this dreri or power page Valli this drawing,Indicates axsptsna of professional DUR.FAC. 1.25 JOB#:21344 II YAM 978�-M anglnesdngresporuiblily solely for the design shown.Thesultabpityanduesofthisdradng ' SaterwzscaDrnAteLvn. far ny structure is the responsibility ofthe Building Designer perAJSVrPI1 Sec,2. i r e ITINBCG:wwFor more Infornwtion see this Job's general notes page and these web sites: LaahavAw.Itwbog.coac TPl:wew.tpmstog;wick www,stxmdusby.com ICc:www.locsaro.og SPACING 24.0" TYPE MONO Job:21344 II /A7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 _- -- --- - ---------- psf,-wind BC-DL=5:0-psf.-GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 3X5 S 3.00 R=125#U=74#RL=219/-127# NAILED 13'0"8 12 6p olzxa T 011.5X4 IN o3X4 1 011.5X4 10' c w y 88 f.1 p- 2710 -f,-i- 4'0'8 4'4" R=522#U=3319 W=8' R=81# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465539 PLT.TYP:WAVE DESIGN CRIr-FBC7THED2020rrPP014FT/RT=10A(0%y5(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNING1ee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 30.0 sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL p Trusses require o&eme care In fabricating,handling,shipping,installing and bracing.Refer to and roam the latest edition of BCSI(Building component safely Information,by TPI and wrcA)for safety TC DL 15.Opsf DATE practices prior to performing these func one Installers shall provide Ier porory bracing per BCSI. 0. ==— —-- UNoss noted otherwise,lop chord shall have property allached structural sheathing and bottom chord shall have a property a ached rigid caging.Locations shown for pem®nenl lateral restraint of webe BC DL 10.0 psf DRW G 09-09-2021 shall have bracing installed per BCSI sections B3,B7 or 810,as applicable.Apply dales to each face A qz v rbuss and position as shown above and on the Joint Details,unless noted otherwise. BC LL 0.0 psf Refer to draw nx ings 160PZ for standard plate posigo ITw Building Corrponanls Group Inc.shall not be responsible for any deviation from this dravnng, anyfaiuretobuildthe truss in wnfomtance with ANSt/TPI 1.or for handling,shipping,installation Sbre aag 55.Opsf O/A LEN. or u a" TOT ID. 40400 7t' A(9 97Y-M 4 A4Ptlonthis d-*gorooverpagPihlingthisdnwing,Intllutee9ou0t,naofP101046lorW DUR.FAC. 1.25 JOB#:21344_II FAM 4M)95b-U a snglnssdng reepons@I)Ity solely farths design ahcivn.The subbillty and uu of thls do vinp for any eWatun b the nepondblllb ofthe Building Designer perMSIMPI I Bsa,2, 9 gE.:+3 For more information see this job's general notes page and these web sites) SPACING 24.0" JACK nWBCG:wow.Itwbcg.concTPI:www.tpmstorg:wrcycvA v.sbc1nduatry.corxIcawww.lcasafe.org TYPE Job:21344 II /A7A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP SS 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 -- psf,wind-BC-DL=5.0_psf._GCpi(+/-)e0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [1] W3X5 S 3.00 R=203# U=96#RL=157/-58# NAILED 13'0"8 12 6p a M oY1.5X4 T FM 10, N 1 1113X5[1] a'0"8 = 4'4" R=246#U=147#W=8° R=87# NAILED (Rigid Surface) SEQ= 465541 PLT.TYP:WAVE DESIGN CRIr=FBCTTHED202OrrP42014 FT/RT=10%(O%y NO) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.7500 'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 300 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS TC LL . INCLUDING THE INSTALLERS, p `1 Trusses require extreme of core N fabricating,handling,sNPWOor Installing and bad W Refer to and — praow the espriostopWonorecseseun ens.ponanlSafety shallprormetiogbyTPlendngperSorsafoy TIC DL 15.Opsf DATE practices peed to performing These shall have properly attached provide temporary sheathing an per BCSI. Unless noted otherswse,top chord shall have gopedy attadred structural sheaW ng end bottom child shall have a property attached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 Shan have bracing installed per SCSI sections 133,B7 or BIO,as applicable.Apply plates to each lace f wee and position as shown above and on the Joint Delete,unless noted otheewlse. T Refer to drawings 160hZ for standard plate positions. BC LL O.Opsf rrWany Buildingbuild th Components Group Inc.sha0 not be responsible for any ling.shipping, from in s drawing, y l Bull to build Na buss in rwnfdmnce wiot be respo 1,le for handing.ton from this d soon &Emcing or Mews. TOT.LD. 55.Opsf O/A LEN. 40400 TWA(9j'j&�975L AM A seal on this drawing or cover papa toting this drewIng,Indlostes wasplanw of profevelonal � +=�q „b'�� . op, , eeringmponol6Wtysolaiyforthedeelgnahown,ThesultabtiltyonduuofthIsdrinving 1.25 JOB#:21344_II 94ivraSl(XN?7MBLvn. roeanyeWoWnletMmpoFormtyofnfomatio Building Dalgjolysgner per eneralntespage DUR.FAC. i�T0 �4 33 For more Information sea this t.org general notes page and Grew web sites: frwBDG:www.11wbeg.aomTPhwww.roineLarg:wrD/.www.abcindaa>ry.aam:ICQwww.lcpaafa.arg SPACING 24.0" TYPE JACK Job:21344 11 /A8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 - ---- - -(Lumber-Dur.Fac.=1.25.GP_late.Dur.Fac=1.25) _ Webs 2x4 SP#3 TC:From 0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 6.07 BC:From 2 plf at 0.00 to 2 plf at 6.07 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.94 to 4 plf at-0.17 psf,wind BC DL=5.0 pair.GCpi(+/-)=0.18 TC:-155.14 lb Conc.Load at 1.41 TC:192.22 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. BC:28.34 lb Conc.Load at 1.41 BC:108.34 lb Conc.Load at 4.24 Wind loading based on both gable and hip roof types. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. BEARING ANALOG MODIFIED!•"•` JT PLATE LATERAL CHORD No SIZE SHIFT BITE [5] W 1.5X4 S 2.75 -1e6# 19 } 1'9"14 R=94#U=181#Rh=51/-24#RL=-460# NAILED 13' 'a1.5X4 12 4.24 p N_ (h ' 1111.5X4 " 111.5X4 m = 10'1.5X4(R I 1111.5X4 mas 3X4 1 9'7"e t.� 1111.5X4[5] 3'1"10 6'0"13 -1 1'5- 2'9"15 tea 10 R=120# NAILED R=147#U=239# NAILED R=280/-13# U=420#Rh=24/-519 RL=460#W=10'9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 465547 PLT.TYP:WAVE DESIGN CRrr-FBCTrHED2020TrPF2014FT/RT-10%(0%ySID) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.7500 '"WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e»reme care In fabricating,handling,shipping,Installing and bracing.Refer to and follow me latest edition ofBCSI(Building componertsaretylnfomation,byTPl and WTCA)for safety TC DL 15.Opsf DATE praeticaa prior to performing these functlons.Installers shall provide temporary bracing per BCSI. Unless noted othewse,top chard shall have properly attached str iiaal sheathing and bottom chord shag have a properly allached rigs calling.Locations shown for permanent lateral restraint otwebs BC DL 10.0 psf DRW G 09-09-2021 shag have bracing Installed per SCSI sections B3,B7 or BID,as applicable.Apply plates to each face 0 f Was and position as shown above and on the Joint DeWs,unless noted otherwise. Refer la drawings 160XZ for standard plate positions. O.OSf BC LL p rrW Building Components Group Inc.shag not be responsible for any deviation from this drawing, any failure to build the buss in confomonce with ANSVTPl 1,or for handing,shipping,installation 55.0 psf O/A LEN. a' `•.aC` a bracing of Wawa. TOT.LD. 60013 1kWA(+So 97"M A amid on this dmving or ranter prigs listing lids drawing,Indloafesacceptance of professional gAM ) -T0 snglnssdngnspomilbNtyamlsryforthadsslgnshawn,The sultabliymd use ofthledrrMng DURFAC 125 JOB#:21344 II 3h.Zg3xalcr�Af7aN.B1,YA. for any structure is Nil rasponalblgy ofthe aulding Dadgner psrANSVrPI I Bae . . . R, - a For more information see this Job's general notes page and these web sites: mNBCG:www.Itwbcg.com;TPl:vn-tpinstorg:WTCA,www.sbcindusby.com:Ice!vwv.1ccsafe.org SPACING 24.0" TYPE HIP JACK Job:21344 II /A9G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T2,T3,T4 2x6 SP SS; 2 Complete Trusses Required -Bbt chord'2z6-SP-SS-B4-2x4-SP#2; ---- Webs 2x4 SP#3 W 2,W 11,W 15,W 21 2x4 SP#2; W 10,W 12 2x4 SP SS; Nail Schedule:0.148"x3",min.nails Rt Level Return:2x4 SP#3; Top Chord:1 Row @12.00"o.c. All plates are 1.5X4 except as noted. Bot Chord:1 Row @12.00"o.c.Webs :1 Row @ 4"o.c. Special loads Use equal spacing between rows and stagger nails --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) in each row to avoid splitting. TC:From 94 plf at 0.00 to 94 plf at. 36.89 67 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 BC:From 4 plf at 38.75 to 4 plf at 38.89 BC:From 20 plf at to 20 plf at psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 .89 PLB:From 4 plf at 36.83 to 4 plf at 38.64 TC:93.62 lb Conc.Load at 4.33 Wind loading based on both gable and hip roof types. TC:124.94 lb Conc.Load at 5.09,7.09,9.09,11.09 a Continuous lateral restraint equally spaced on member. 13.09,15.09 O q Y P TC: . lb Conc.Load at 26.03,29.64.09 317 TC:317.14 lb Conc.Load at 26 Calculated vertical deflection is 0.56"due to live load and 0.48"due to dead load at X=21-0-4. 14 TC:208.45 lb Conc.Load at 27.83 BC:146.94lb Conc.Load at 4.33 BC:80.83 lb Conc.Load at 5.09,7.09,9.09,11.09 13.09,15.09 BC:86.67 lb Conc.Load at 17.09 BC:492.69 lb Conc.Load at 18.94 BC:394.86 lb Conc.Load at 26.03,29.64 BC:120.17 lb Conc.Load at 27.83 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.14"due to live load and 0.12"due to dead load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. 940 1250 125# # 317# 3170 JT No SIZE SHIFT�BITEHORD 25i ` 1211 + 125, 125 4 2o3a� zoet 8'11'5 7'0"6 [3] W 3X6 S 4.75 [11] W3X4 2.25 R 1.25 [12] W3X4 1.75 R 1.25 4'4" + 19, +28"�}- 3'6"-"{�T [17] W4X5 2.25 L 1.25 [21] W2X4 S 2.75 [29] W5X6 2.75 R 1.25 12 T4 [39] W3X8 3.66 R 1.25 6 p - - T2 V = X6 T IT e E O oo , T a 021 v Willy,/, ( ) -6X10 %3 0 I 04X5 W2 - - �3X8[39] in I1 1 a• @3X4 I �10, W3 63] _ _ = E M2X4[1] 1�8 111 m3 O r 36'8" 217 13'4"2- Z +2� I I `48 41~ 1►1 3,�71"2 stJ 1 q_9"� 1471 1#l'-81'#j' 81' ' #+ 7# 81# 87# 9�3#j 39 20## R=3998#U=1741#W=8" R=4370# u=10bb WHIT RAKE=24" (Rigid Surface) (Rigid Surface) SEQ= 465635 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrM014FT/RT"10%(O%Ye(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.1250 a'WARNINGIea READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses ref tans erdrema rare In fabricating,haring,shipping,Installing and bracing.Refer to and foam the latest edition of Bcsl(Building component safety lnfometion,by TPl and wrCA)for safety TC DL 15.Opsf DATE _�N practices prior to perfomda these functions.Installers shall provide lerrporary brodng per BCSL •� = --'"= - 4b UNess noted otherwise,top chord shall have pmpody attached structural sheathing and bottom chats ` shag have a property attached dgld telling.Locations shown for peareneat lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 shall have bracing installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each race r tress and position as shown above and on the Joint Details,unless noted otherwise. O,Opsf Refer to drawings 160AZ for standard Plate positions. BC LL ITW Budding Cor ponents Group Inc.shag not be responsible for any deviation from this drawing, arty fadura to b li d the truss in confonrence with ANSVhol 1.or for handling.shipping.Installation 55.O psf a b acing Dave:as. TOT.LD. O/A LEN. 360800 Aseal on this growing or oo»r page Voting We drawing,IndluNs&=piano*of proNsdanal gAM 92a_1V0 engineering responsolily solely forthedulgnahown.ThesultabllyanduseolthlsdmNng DUR.FAC. 1.25 JOB#:21344_II 3AA9rAIDCQNF1ALHf.VrL for any Mature to the responsibilityoftha Bulldog Designer par ANSVTPI i 59az ��I For arena Information see this Job's general notes page and these web sites: rrwBCG:www.ltwbcg.cartcTPI:www.tpinstog;WTGA: wwsbcindusty.com;IMwww.lc-afoorg SPACING 24.0" TYPE SPEC Job:21344 II /A10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _ _Top chord 2x4 SP#2 T6 2x4 SP SS; All plates are 1.5X4 except as noted. Bot chord-2x4-SP#2-B3-2x4-SP-SS; — ----- Webs 2x4 SP#3 W 10 2x4 SP SS;W 18 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Rt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. (J)Hanger Support Required,by others Calculated horizontal deflection is 0.15"due to live load and 0.13"due to dead load. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [3] W4X5 2.75 R 3.00 [15] W4X12 4.00 L 1.25 [30] W4X8 2.00 R 1.25 [36] W3X8 3.66 R 1.25 [38] W4X5 2.50 R 3.00 Provide hanger or special connection at left end of truss for 2076 lbs. 4.8" I 19, 1 I— 2'6" '{� 8'10" 1 =5X6 12 T6 =5X8 =-3X4 =5X6 57X6 %5X6(SRS)(R) a) (a) @3X4 "v 4 N (a =H07 �3X8[36] e• B3 30 k3X41 10' I = _ = v8X10`' 914X5(R)[38 1" to } 36,8" 217 } 13'4" R=2076#U--968# RL=291/-282# R=2282# U=1061#W=8" H=H1 (Rigid Surface) OH RIGHT RAKE=2'4" SEQ= 465613 PLT.TYP:WAVE DESIGN CRrr=FBC7rHED2020rrM014Fr1RT=10%(0%y6(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Trusses requlreeraremecominfabricatng,handirg,shIpping.Entailing and bredrg.Refertoand s follow the latest edition ofSCSI(BuildingComponentSafetylnformation,byTPlandWTCA)forsafety TC DL 15.Opsf DATE proctima prior to performing these functions.Instellors shall provide lerporery brocing per BCSL 3y UNess noted otherwise,top chord shall have propedy alb hed structural sheathing and bottom chord 1!, shag have a proper attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG 09-L]9-2021 ii shag have bracing installed per SCSI sections 83,B7 or B10,as applicable.Apply plates to each face f truss and posiga shown above and on the Joint Details,unless noted otherwise. 0.0 Sf Refer to drawings 160PZ for standard plate positions BC LL p �...,.a��.•��,,.��„ nw Bugdrg components Group Inc.shen not be responsible or for any ling,shipping,rmm this dla iong, arty faaure to wild Ina truss In confonriance vnho arvslrtPl 1,or for nanafug,sttippirg,Installation 55.0 Sf — anAssefnthis. TOT.LD. p O/ALEN. 360800 A GiJ(i jC•yam n"An re hole tlmMg or Dove page signs hole drawing.Intli4etee and use acceptance B probes oral engIg " formydnglueIstherespoletyforNedelpndingD igerpltablilty rMSVndw8so2. mNng DUR.FAC. 1.25 JOB#:21344_II 3rags�ccxrmayscva forenyeWctunbthenepoForincreInfrraldlnsOWpjob'sgANBlnotese4Z. �fl JIi�w F. For more infomation see hors lob's general notes page and grew web sites: mveec:caw,v.ilwlxg.eourcTPl:www.amsLorg;wrcr.www.sxlndpso-y.00m;Icc:ww.v.lasare.org SPACING 24.0" TYPE COMN Job:21344 II /A11 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 T5 2x4 SP SS; All plates are 1.5X4 except as noted. Bot chi 2x4 SP#2 B3 2x4-SP-SS, Webs 2x4 SP#3 W7,W 16 2x4 SP#2; 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Rt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Left end vertical not exposed to wind pressure. Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [3] W 5X6 S 3.00 [32] W3X8 3.66 R 1.25 [34] W4X5 2.50 R 3.00 Provide hanger or special connection at left end of truss for 2076 lbs. f'—3'8- 4'8- } 20' 84' 12 8 L'- iiiiii5X8 -3X4 =5X6 =3X4 =5X6 6X6(SRS a) T T5 p (a) S3X4 (a) =—H07 t1113X8[32] a• B3 -3 R3X410' M[3] iEii3bAt5 =6X10L- 014X5(R)[34 36'8' - 217 13'4' -i- R--2076#U=975#RL=253/-267# R=2282#U=1062#W=8' H=H1 (Rigid Surface) OH RIGHT RAKE=2'4" SEQ= 465610 PLT.TYP.-WAVE DESIGN CRIT=FBCTTHED2020rTPP014FVRT-10%(0%)/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e#rem care In febrloa@g,handling,shipping,Installing and bracing.Refer to end fogow the latest edition of BCSI(Building Component Safety lnfomu0on,by TPl and WTCA)for safety TIC DL 15.Opsf DATE practices pdor to perfonNng these functions.Installers shag provide ter porary bracing per BCSL Unless hag haveted a property attached rigid chord shall wiling.vL pro ocefplons shown for perniane attached �nl laterarestraint and tof w bsre shag ce have bracing Installed per SCSI sections 83,By or B1o,as applicable.Apply plates to each fa BC DL 10.0 psf DRW G 09-09-2021 of n ss and position as shown above and on the pant Detalls,unless noted otherwise. Rarefied aw,pl6oA-zf.ratandardptatepos ions. BC LL O.Opsf — rrw Bugling Cd the truss Group rno shag not t»responsible or for any deviation from this drawing anyWBulifog Cotheassinroph-s shall bANSV r 1, for handing,sopprom inshis dagon &braoingorbusses. TOT.LD. 55.Opsf O/A LEN. 360800 ($ MW on thla drawing or solely for he d leIgnp ha drawing,llAbUltaa nocapLna of proreNulonal DU R.FAC. 1.25 JOB#:2134411 engInvandrig nature to tlblllry twUtyfay oftheBnding D Threr perbgltylmduaaof Nh dmNnp B(iigYAIDc(Slaf+A1.1TLPD. for any tlturdun lathnepoFor rnoe Enfo Building DulynrtparASVrPI eralntt Beo.2. — �S a amwsA F.23 For more Wommtion see this tab's general notes page and these web sites: rrwacc:wwwdtwxg.cam;TPcwww.romsL«g;wrcnwww.sbelnausfry.eom:lcc:www.lpesara.are SPACING 24.0" TYPE COMN Job:21344 II /Al2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 All plates are 3X4 except as noted. Sot chord 2x4-SP#2 Webs 2x4 SP#3 W2,W9,W 18 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT ill,EXP D,wind TC DL=5.0 Rt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Left end vertical not exposed to wind pressure. Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [1] W3X5 S 3.00 [3] W 5X6 2.25 L 2.00 [4] W4X5 2.00R 1.25 [14] W4X12 2.00 L 1.25 [34] W05 2.50 R 3.00 Provide hanger or special connection at left end of truss for 2075 lbs. 5'4" -}- 4'6" 16' 10W .12 6p 058 10 15 �58 ian T� =5X3 5 X6(SRS wz (a) =H07 N3X 1111.5X46 v 1111.5X4 tz 5X8 e• 1 m = = xa 1 1111. 1 1114X5(R)[34 1nO [= 36,8" Y 217 } 13'4"- -I- Z2" R=2075#U=960#RL=282(-320# R=2282#U=1053#W=8" H=H1 (Rigid Surface) OH RIGHT RAKE=2'4" SEQ= 465605 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rTK2014Fr/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 aaWARNINGI'a READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e>dreme care In fabricating,handing,shipping,Installing and bradng.Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPl and WrCA)for safety TC DL 15.Opsf DATE UNcss noledroNerwi�se,top chord shall Aave P podY e'he' sliructura�l shaaWng end bottan chord o 7w9L}'1T",1',Fk14`T[F�R..A ah11 have a properly attached rgld celOng.Loeatlans shovm for permanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 ti tLfL�6�'1�>v3 ¢haB hav�'red�gg Installed per SCSI secaons"'"or 810,as appicabta Apply Plates N each face f truss and posida hewn above eM on the Jdnt Details,uNess noted otherwise. " 1f fl ?' Refer todr4vnngs160AZ o aUntla_plateposgons BC LL O.Opsf Baumng ca t even s crwP mG sou hat be re¢pen¢ae mr any deg aeon rrem nis dmwing, ny fa.—to build the truss in conformance with ANSVrPI i,or for handing,sNpping,installation ,bradngofw¢sea. TOT.LD. 55.OpSf O/A LEN. 360800 W31A(9.69 97 TM A seal on this drswing or cover page Ildng this drawing,Indlestes omptarm of professional FA Xi f7"!S—r`g' onglnesdngrasponalblply solely forth@ design shown,TMsulfebBltyandessofthlediamng y forann eWctunistheweponslbNryoftheBuildingDesignerperANSVTPI1SacZ DUR.FAC. 1.25 JOB#:21344 11 S5MAIDLCFXrtALBLVEL. Formore inf—tion see this job's general notes M N10 J�i�e FL. I g page end these web rites: rrwBcc:www.Itwxg.¢arreTPl:www.roln¢Larg:wTc/.www.¢'dnde¢by.¢am:lcc:www.ka¢ara.org SPACING 24.0" 7ypE COMN Job:21344 II /A13 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Tap chord 2x4 SP#2 T5 2x6 SP SS; All plates are 1.5X4 except as noted. Bot chorli 2x4-SP#2 B3-2x4-SP-SS; Webs 2x4 SP#3 W 10,W 18 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Left end vertical not exposed to wind pressure. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others (a)Continuous lateral restraint equally spaced on member. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Provide hanger or special connection at left end of truss for 2082 lbs. No SIZE SHIFT BITE [17] W3X10 2.25 L 1.25 [36] W3X5 S 3.00 1�24" -I- 5'4" 4'8"- { 1 z' + 12'4" -' =sx6 = x4 =sx6 12 sp =5x6 o5x6 T TS � I T 93X4 0 95X8 1II (a 1T SXB a• =3 13 6 _L _+,10' 13X6 R m4X5 =5X6 m3X 0[17] i 63 1113 [36] r 36'8" ;= 22'10"4 911"8 —} 3-10"4— -{ R=2082#U=975#RL=2701-334# R=20829 U=948#W=8" H=H1 (Rigid Surface) SEQ= 465602 PLT.TYP,-WAVE DESIGN CRfr-FIgUTHED20201TPF2014Fr1RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme rare in fabricating.handing,shlpping,Installing and bracing.Refer to and follow,the latest edition of8CSl{BmdngcomponentSaferylnformatlon,byTPI and wrcA)for safery TC DL 15.Opsf DATE practices prior to pedaMng these fun cu ns.Installers shall provide temporary bracing per BCSL �6�• as.noted oherwise,top chord shall have property attached structural sheathing and boom chord shag have a properly attached rigid calling.Locations shown for pemanent lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 shag have bracing,Installed per SCSI sections B3,87 or B10,as applicable.Apply plates to each face efaaea and peel n as shown above and an the Joint Details,unless noted otherwise. p — ¢ z Refer to drawingsl6DPXZ(orstantladplatepostions. BC LL O.O Sf rrW Bu3dIng conpanenta Group Inc.ohm not be responsible far any deviation from this ng, any falm to brad the buss in conformance with ANSyrPI 1,or for handing.shipping,Ins=n &bracing ofbusses. TOT.LD. 55.Opsf O/A LEN. 360800 set on this drawing or power page ge9ng We e dNng,Indloates aeceptence 0 prcf"alenc g ry24QVTM engine(ingfeeperulbNry solely for the daelgnehown,The sultablllty and use of this dmvng DUR.FAC. 1.25 JOB#:21344 II 9st77PAli1tCYMutattgl, for any structure Is the respondbllhy of the Bulding Designer per ANSVTPI18ee.7, — � ��.,� ' For more,Information see this Job's general notes page and these web sites: FL 32a" fTWBCG:www.I1wbcg.corn;TPl:www.tpinstorg;WTCA:www.sbclndusby.com;ICC:www,iccsefe.erg SPACING 24.0" TYPE COMN Job:21344 II /A14 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T7 2x4 SP SS; 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT ll,EXP D,wind TC DL=5.0 Top SP#2 -psf,-wind-BC-DL=5:0-psf.-GCpi(+/-)=0:18-Webs 2x4 SP#3 W 14 2x4 SP#2; Wind loads and reactions based on MW FRS with additional C&C member design. Left end vertical not exposed to wind pressure. (J)Hanger Support Required,by others Wind loading based on both gable and hip roof types. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE Provide hanger or special connection at right end of truss for 2082 lbs. [7] W 3X6 2.50 R 1.25 [23] W 3X8 2.00 R 1.25 [34] W 3X5 S 3.00 Provide hanger or special connection at left end of truss for 2082 lbs. 3-2-8 5'4" } 59"8 + T8" ►1���4'4" 13'2'8- -t a5X6 =V(3 =5X6 e5X8 12 6 a) e5X6 55X6 a3X4 O ca 1111.SX4 a T7 ca T ca a) F e ) rn i() 11O 1 1 (a) 'SX6 'f �10' I R) �3X6[7] =5X8 =3XB[23] =5X6 aa4X5 3X5[341 I- 36'8" R=2082# U=970#RL=324/-388# R=2082# U=945# H=H1 H=H2 SEQ= 465587 PLT.TYP:WAVE DESIGN CRIT=FBUTHED2020ri"M014FT/RT=10%(0%yS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 -WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, P h Trusses require eWeme care In fabricating,handling,shipping.Installing and brewing.Refer to and follow the latest edigan of BCSI(Building Component Safety information,by TPl and wrCA)for safety TIC DL 15.Opsf DATE practices prior to perfomdng these functions.Installers shall provide lenporery bracing per BCSI. Unless noted otherwise,top Bard shall have properly attached structural sheathing and bottom chord shag have a properly attached rigid coning.Locations shown for pammnenl lateral mstrainto(webs BC DL 10.Opsf DRWG 09-09-2021 shaE nave bradng instaged per BCSI soclions B3.B7 or BID,as applicable.Apply plates to each face f truss and position as shown above and on the Joint Details,unless noted otherwise.g Refer to drawings 160A-Z for standard plate positions. BC LL O.O pSf - ITW Building conponents croup hic shag not be responsible for any deviation from this drawing, _ any fal—to build the buss in conformance with ANSUrPI 1,or for handling.shipping,installation 55.0 Sf 360800 bracing oftrusees. TOT.LD. p O/A LEN. ',TWA($ '975-3 A seal on this drawing or ahr page Iletlnp this dhow ng,Indlostes sonptance of professionalgAM97V,fdM englit"rirespcnslblllty solely forths design ohm,The suitability and us.of this drawing DUR.FAC. 1.25 JOB#:21344 II d6i7rAIDCtFM1ALnVi1, for any ebuobrre is the responsibility of the Building Designer par ANSVTPI 1 Sso.2. — , �) ,I�e frweCG:wwFor more Informelon see this job's general notes page and these web sites: w.11wbcg.conrnTPI:www.tpinsLorg;Wrca.,—sbdndustry.com.ICQww i—fo.org SPACING 24.0" TYPE COMN Job:21344 11 /A15 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T2 2x4 SP SS; All plates are 4X5 except as noted. —Bot chord-2x4-SP-#2 Webs 2x4 SP#3 W4 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Rt Bearing Leg:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. Provide hanger or special connection at left end of truss for 427 lbs. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. 12 =5X6 6 %4X5(R) T2 01.5X4 N fV =2X4 12'7"4 rn v 'v 0 i� W4 v t__l N L* r, N 10, =3X4 1111.5X4 f 7'6° R=427# U=153#RL=74/-27# (J) R=438# U=233#W=3" (Rigid Surface) OH RIGHT RAKE=3"15 SEQ= 465649 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020rrPF2014Fr/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme rare In fabrkatIN.handling,shipping,installing and bracing.Refer to and s follow the latest edition of SCSI(Building Component Safety Information, Wf by TPI and CA)for safety ����PP'' pD ctices prior to performing these f—tuns.Installers shall provide temporary bracing per SCSL TC DL 5.Ops DATE i'-1==' -"-"-'- —4 UMass noted otherwise,top chord shall have properly attached structural sheathing and bottom chord R'7�SRP J74S shag have a properly eaached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRW G og'Dg'2021 �!'�.`�' shag have b-ing installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each face of truss and position as shown above end on the Joint Details,unless noted otherwise. BC LL 0.0 psf Refer to drawings 160AZ for standard plate positions. yfa Bue to b Components Group Inc.shag not be SVTPI .or for any ling,san from this drawing, �ad_�"y�c�aM°TNt ny faiuuf to bond p win conformancehat with A responsible 1,le for handling,Lion from this dr won abraringoftme:as. TOT.LD. 55.Opsf O/A LEN. 70500 Y%1F{� Sri 3&4 A seal on this drawing or mar page listing this drawing,Indicates sooeplana of professional YAM r/ -aam anglnndng mapaeibnity mloly fortha deslgn shown.The suitability and use of thle drawing for any structure laf respondbmtya the adding Daaloner per ANSIrPll8sc2. DUR.FAC. 1.25 JOB#:21344_11 �EINaS�Ha 33 rrNBCG:wwFar more information see thislub's general notes page and these web sites: MhaMAINwJtwbcg.com;TPI:~.tpinscorg:WrCA w,wrw.sbandustry.rorn;lac:www.lraeafe.ore SPACING 24.0" TYPE MONO Job:21344 II /A16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Top #2 psf,-wind BC DL-=5:0-psf.-GCpi(+/=)=0:18 Webs 2x4 SP#3 Rt Bearing Leg:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [31 W3X5 S 3.00 [9] W 3X4 S 2.25 Provide hanger or special connection at left end of truss for 427 lbs. f V6"8 3'1"8 12 \R3X4(R) 6 1112X4 N4X5(SRS)(R) N _2x4 1274 FIN Ll fn M v fV L+1 or 113X5(R)[3] 103X4(R)[9] 7'8" f 7'4'8 R=427# U=150# RL=112/42# R=438#U=265#W=3" H=H1 (Rigid Surface) OH RIGHT RAKE=3"15 SEQ= 465639 PLT.TYP:WAVE DESIGN CRrT=FBC7THED2020rrK2014FT/RT=10Y(O%ySID) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 'WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eAreme rare In fabrics",herding,shipping,installing and bracing.Refer to and fallow the latest edition of SCSI(Buildingg Component Safety Information,by TPI and WrCA)for safety �P practicespdatoperfamdnglhese Nndbre.Installers"I provide tenpmery bracing per BCSL TC DL 15.Opsf DATE UNessnotedeattchdrortl shall have properlysho,vfo structural sheaWngand intomchord BCDL 10.0psf DRWG 09-09-2021 gi'4!}tgplf 5`' shag have a acing iproperty t attached SCigid I sects s133,Locations sham for permanent lateral restraint a chvtebsfe shag have brecing installed per SCSI and tB3,B7 D Bag,as applicable.noted Apply plates to each racy f truss androsposition as shown above and on the Joint Details,unless noted oa,erwlse. O.O Sf Refer Bdrawings porenforsWWanl plate positions. BC LL p a fyfa Bre to Conhe tens Group he shag not be responsible or for any davl,a Iran this dreWng, any fagure to build the trusv in wnfamanm with FW SUTPI 1,or for aanAing,shipping,instaga6on &bracingoftreeses. TOT.LD. 55.Opsf O/A LEN. 70500 Wffp 9754M Asset oepal mltyWe wrpegesignehce vrlmitaloeteendtars Rohs reMngaW DUR.FAC. 1.25 JOB#:21344 II FAA W3�f-G%M for any mnilponelbglgr�oldelfarthednlgnehwm,TMr parAltyendI 1 ofated evAng 9 IYARMINUALHLV6 for anyeWetun le the mponelblllq/eftheeationsethisjob's general notes page — FL For mao Information see this lob's general noes page and thesey.con web sites: RWBCG:www.Itwbcg.wnC TPl:www,tpinsLorg;WTCA:vnvw.sbclnduslry.com;ICC:vrvox.iccsafo.orp SPACING 24.0" TYPE HIPM Job:21344 11 /A17 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Top SP"#2 ----- psf,-wind-BC-DL-=5:0-psf.-GCpi(+p)=0.18 Webs 2x4 SP#3 Rt Bearing Leg:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [31 W3X5 S 3.00 [91 W 3X4 S 2.25 Provide hanger or special connection at left end of truss for 427 lbs. �— 2'6"8 -{ 5'1"8 - \%3X4(R) 12 6 N_ O N 1%4X5(SRS)(R) =2x4 12r7"4 191.5X4 e r N � FT (V N 10, N3X5(R)[3] 113X4(R)[9] 7'8" I T4"8 -t3"� R=427#U=111#RL=186/-69# R=438# U=291#W=3" H=H1 (Rigid Surface) OH RIGHT RAKE=3"15 SEQ= 465637 PLT.TYP:WAVE DESIGN CRB=FBC7THED2020RPF2014FT1RT•10%(0"VNO) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p I Trusses require e>areme care in fabricating,handling,shipping,installing and bracing.Refer to and s follow the latest edition of SCSI(B'IdingConpanenlSafeylnfornnshon,byTPlendWrCA)Icrsafey TC DL 15.Opsf DATE �d practices prior 10 pedomdng these Wn ns NslaOers shall provide lerrporery bracing par BCSL Unless noted otherwise.top chord shall have property attached sWCWral sheathing and bogom chord shall have a propedyaaached rlgldoeiling.Locations shown for pertmnent lateral restrelnlof—Ins BC DL 10.Opsf DRWG os-os-2o2t shall have bracingg metalled per SCSI sections B3,B7 or B10,as applicable.Apply plates to each lace Rf truss and posidon as hown above and on the Joint Details,unless noted otherwise. efer to drawings 16OA-z for standard plate positions. BC LL 0.0 psf my Building Components croup Inc.shag wi not be responsible for any deviation from this drang, y failure to build the truss in canfon ance with ANsvrPI 1,or for handing,shipping,installation 55.Opsf&bracing of trusses. TOT.LD. O/A LEN. 70500 WHA a.-.0 9754= AaidanWedmMgorcoverpagetiedngWedrewing,Indicatesscoapten,aofprofessioW DUR.FAC. 1.25 JOB#:21344 II VIAXI IS)9711-22M nearing respons@Ny,solely for the dallin ahpym.The suUblly and use of this dmaing 3siyra>acaJ,mAtBcvn. W arryetrucrWle Is the respanalblliyafthe Building DeslgnerperANSMI l Sso.7. For nrore Information see this Job's general notes page and these web sites: RWBCG:vvv.1twbcg.cam;TPI:v v.tpinatorg;WTCA w .sbclndustry.cam;ICC:v—.lccsafe.org SPACING 24.0" TYPE HIPM Job:21344 II /A18 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Top 2x4 SP#2 psf,-Wnd BC-DL=5:0-psf.-GCpi(+/-)=O.18 Webs 2x4 SP#3 Rt Bearing Leg:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W 3X4 S 2.75 [7] W3X4 S 2.25 \%3X4(R a 12 V 6 .3X4 Em2x4 E 127"4 111.5X4 '7' N OU ITN 1 10. I03X4(R)[7] MIXORIJM] 7 8" 1- 7 4"8 R=424#U=86# RL=279/-103#W=8" R=440# U=313#W=3"8 (Rigid Surface) (Rigid Surface) OH RIGHT RAKE=3"15 SEQ= 465582 PLT.TYP:WAVE DESIGN CRrr-FBC7THED202crrM014FriRT=10%(0%Vslot QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNIN0111 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require a dreme care in fabricating,heading,shipping,[retailing and bracing.Refer to and fallow the latest edition of SCSI(Building C-Ponent Safety Information,by TPI and WTCA)for safety practices prior to perfuming these funNons.InstMers shag provide tenporary b wing per BCS4 TC DL 15.0 psf DATE Unless noted otherwise,top chord shall have propody attached structural sheathing and bottom chord f6 shag have a properly attached rigid ceI1ng.Lacationsshovm for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-09-2021 v3 shag have bracing installed per BCSI suctions B3,B7 or B70,as applicable.Appy plates to each fete f buss and past on as shown above and on the Joint Detain,unless noted otherwise. Refertodrawings160XZforstandardplatepositions. BC LL O.Opsf ITW Buaang Cenponents Group Inc.shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIrrPI 1,or for handling.shipping.installation TOT.LD. 55.OpSf O/A LEN. &bracing of busses. 70500 1 57f� A me]on this drawing or cover pegs living this drewing,Indicates sowptenca of professional gE� f?78-su9'&Si enginuringrespone16111tyso1ely for the design shown.ThesultebiltyendwsofthledmNng for any Mature le the nepondbmtyof the Sulking Designer par ANSVTP11eeos, DUR.FAC. 1.25 JOB#:21344_II FN>8[CSl77�A1.�.\21' For rnore infwrnation we this Job's general notes page and these web sites: PCShMW0BYACE.FLMOM nWBCG:www.Itwbcg.ccr TPI:www.tpinstorg:WTCAwwwAcindusby.cem:ICC:www.1ccsefe.o,g SPACING 24.0" TYPE MONO Job:21344 II /A19G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 3 Complete Trusses Required Bot chord 2z6 SP SS - -- - Webs 2x4 SP#3 W 1,W9 2x6 SP SS;W2,W 8 2x4 SP#2; Special loads Nail dule:0.14 min.nails Chord; @12 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c. TC:From 47 plf at 0.00 to 47 plf at 15.73 Bot Chord:2 Rows @ 6.50"o.c.(Each Row) TC:From 94 plf at 15.73 to 94 plf at 18.33 Webs :1 Row @ 4"o.c. BC:From 10 plf at 0.00 to 10 plf at 15.73 Repeat nailing as each layer is applied.Use equal spacing BC:From 20 plf at 15.73 to 20 plf at 18.33 between rows and stagger nails in each row to avoid splitting. TC:380.02 lb Conc.Load at 5.02,13.31 (1)1/2"bolts may be used for(1)0.148"x3",min.nails on TC:296.61 lb Conc.Load at 7.09,9.23,11.24 The Bottom Chord Only. BC:2076.22 lb Conc.Load at 1.73,3.73 BC:297.20 lb Conc.Load at 5.02,13.31 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. BC:2075.04 lb Conc.Load at 5.73 BC:99.17 lb Conc.Load at 7.09,9.23,11.24 BC:2081.58 lb Conc.Load at 7.73,9.73 BC:426.89 lb Conc.Load at 11.73,13.73,15.73 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip rooftypes. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W 3X8 S 4.75 380# zw 297# z97 ...� [181 W3X6 S 4.50 5'0"4 + 2'0"12 2'1"11�-2'0"3 2'0"12 .{T 510"5 �{ 4'11"8 1. 815" i 4'l1"8-� 12 P5X8 011.5X4 =4X10 T 6F7- N M E4X8("' '44X6 W2 W9 10' =7X6 m8X8 =4)5 01 X8[] 113X6181 18'4" J 1,8"12 2, -3 207 1_I_ 4 5_I 111 1,6" 6"I_V6.3_7�"1 1,7" 5 2, 2,7"4 20764 207 297#2075 gg#20e 9 99#427 297#27 427#i R=9264# U=3931#W=8" R=6138#U=2369#W=8" (Rigid Surface) (Rigid Surface) SEQ= 465665 PLT.TYP,-WAVE DESIGN CRfr=FBC7THED2020rrPFz014Fr1RT=1ov,(0iy5(0) QTY=1 PLIES=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.2500 eWARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS, p ti. Trusses require eldreme pre In fabricating,handing,shipping,Installing and bracing.Refer to and s follow the latest editlonofBCSI(Buildingg Component Safety lnfoavon,by Tat and WrCA)for safety TC DL 15.Opsf DATE practices prior to perforMng these funetio rm ns.Installers shall provide tenporary bracing par BCSI. - 'ry Udess noted otherwise,top she shall hevo properly atlaciwd saucWral sheathing end bottom clard ehalnaweeprepedyemmedrigdpmng.face aneehewnrarpemanemlalera resrethterwebe BC DL 10.Opsf DRWG 09-09-2021 ahab have Bracing installed per BCSI sections B3,B7 or B10,as applicable.Appy plates to each face pl buss and positbn as shown above aM on Ne Jdnl Decals,uNess noted otherwise. O.O Sf_ ttelerodrewngsl6oAzforstandardplatepos0ans. BCLL p - ITW Buddng Components Group Ina shell not be responsible for any devlabon from this drawing, any lecture to bold the truss in cenfammance with ANSUTPI 1,or for handing•sin pine.insb dabon anraan9efws=ea. TOT.LD. 55.Opsf O/A LEN. 180400 TWA 973-u= A 4eel on We It ng or oofer page lst ng fh a drnwthg,Indlub l from'..of profeeld.W $fiSz�f?f8-r"fM �nglnndngnspom161lywHlyforth�deelgnsb..The4ulhb."enduuofNbdrnAng DUR.FAC. 1.25 JOB#:21344_II foranymuoWnhthempontdblllyolth.Bulding Designer p@rANSirrP119.o1l, �� For more Info tlon see this fob's general notes page and these web sites: ptskSMA" FL 224" RNBCG:www.itwbcg.cem TPl:w Apinstorg:WrCAA .abcindustry.can:ICC:www.kcsefoorg SPACING 24.0" TYPE COMN Job:21344 II /A20 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 SP#2 Special loads Bot chord2x4 SP#2 -(LGfnber Dur.FacC=1-257-Plate Dur:Fac=1.25) Webs 2x4 SP#3 TC:From -0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 6.95 BC:From 2 plf at 0.00 to 2 plf at 6.95 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 PLB:From 4 pif at-2.95 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-155.14 lb Conc.Load at 1.41 TC:192.22 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. BC:28.34 lb Conc.Load at 1.41 BC:108.34 lb Conc.Load at 4.24 Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD ••"•BEARING ANALOG MODIFIED!""' No SIZE SHIFT BITE [10] W3X5 S 3.00 lass f 192k 2'8"8-� R=83# Rh=147#RL=102# NAILED 13'3"12 93X4 12 4.24 p au in ;a 012X4 T101.5X4 m fo - -1.5X4(R 81.5X4 10- T 1 �qe 3X4 1 y 9'7"8 g 103X5(R)[10] 1pl 6'11"6 2715 �I 2S# 1D R=130#Rw=197#Rh=147#RL=102# NAILED R=198#U=174# NAILED R=335/-26#U=848#W=10"9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 465661 PLT.TYP:WAVE DESIGN CRfT=FSC7THED2020frK2014FT/RT=10%(0%y5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF f Trusses 1,11,e11-care ld fabdcadng,handling,shipping,Installing and bracing.Refer to and I fceow the latest editionrfo of SCSI(Building Compmenl safety Infoarradion,n,by TPI and ng per for safety praNcas prior to pedortNne these functions.Installers stag provide lertpomry bracing per BCSL TC DL 15.Opsf DATE = --'- Unless noted otherwise,top chord shall have properly attached stnuNral sheathing and bol chord MUMMA shall have a property attached rigid wiring.Locations shewn for pearreneat lateral rastralntofmba BC DL 10.Opsf DRWG 09-09-2021 chat have bracing installed per SCSI sections B3,B7 or B10,es applicable.Apply plates to each race of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL p Refer to drawings 160A O.O-Z forstandard plate positions. sf RW B to blIng rd a bents Group Inc.shell not be respofl1.or for any ling,son from this drawing, any Bull to build the truss in c up Inc.ncelwithnot be responsible 1,le for handling,ton from insWladon ab,aweofbusses. TOT.LD. 55.Opsf O/A LEN. 61106 gyp S9�F 57E& A goal on this draw1rlg or cover page Voting this drawling.Indicates acceptance of profeastoai FAXz onglnesing responslblUyeolslyforthe design shown,Thesultab0ly u anduofthlodril t 3�28F -T&9 for any sirtictare Is the rosponarillity of the Building Designer per ANSVrPI 1 Sso4l. DUR.FAC. 1.25 JOB#:21344 II ffisYAOC(F777L�7.0LV0.' - For more Inforaatlon see this Job's general notes page and these web sites: i CPj&%1a"BYACS,FL33 rrWBCG:v-Jtwbcg.concTPI:www.Ipinstorg:WrOk-w.sbclndustrycom;ICC:wJccsafe.org SPACING 24.0" TYPE HIP JACK Job:21344 II /A21 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 Top SP#2 psf,-wind-BC DL=5:0-psf.-GCpi(+/=)=0:18 Webs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. R=297# U=82#RL=325/-163# NAILED 13'4"4 N 12 8 p 1113X5 o N ju 1 Or T nn.5X4 1 4_91 5"14 �-2' 278 4'8" T3"8 R=621#U=438#W=8" R=99# NAILED (Rigid Surface) OH LEFT RAKE=47"6 SEQ= 465656 PLT.TYP:WAVE DESIGN CRn=PBc7THED202arPF2014Fr/RT=10%(0Yy5(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGIe•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p ' Trusses require elarema care In fabrkatlN,handling,shipping,installing and bracing.Refer to and s fagow the lalasl edigan of BCSI(B'ICIng component Safoly lnfomation,by TPl and WrCA)for safety practices prior to perfonring these funNan&Installers shall provide tenporary bracing per BCSL TC DL 15.Opsf DATE o-- — UNess noted otherwise,top chord shag have property allaChed structure!sheathing and bottom chord shag have a property eftached rigid ca t ng.Locations shown for permanent lateral restroinl olwebs BC DL 10.O psf DRW G 09-09-2021 shag have bracing Installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each face C���55���g�aa mmm��� f truss and drawings as shown above end on the Joint Detegs,uNess noted otherwise. Refer B tlding Co npo ent Grow ha.plate positions. BC LL O.Opsf rrvy Bugding Components Group Mc shall not be responsible for any deviation from rats drawing, anyfaiuretobuildnatrminconMmance with ANSl/rPll,or for handling,shipping.Installation TOT.LD. 55.Opsf O/ALEN. &bracing of trusses. 41108 TkgA(95Q gfj.,S3A, A seal on Ws dmsing or cover page llegng Wit dmving,Indicates waptena of probssl" FAA Q2a--.9M mpin"dng msponsmNb wlely forthe dellgn ehawn,The sultebplty end uss of Ihle dmdng 3avrw6iccsxr�ne nvn forwyeWOWnlethenspontlbNtyoftheBuidingDulgnerperANSirrPll6wy DUR.FAC. 1.25 JOB M 21344_II wshw-ANO imp,PE." For more Inforr etion see this lob's general notes page and these web sites: nWBCG:www.Itwbcg.cam;TPI:www.tpinstorg;WrCA www.sbcindustry.com;ICC:www.iccaafe.org SPACING 24.0" TYPE JACK Job:21344 II /A22 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1:25-/-Plate-Dur.Fac=1.25) Webs 2x4 SP#3 TC:From 0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 7.13 BC:From 2 plf at 0.00 to 2 plf at 7.13 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.95 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-155.14 lb Conc.Load at 1.41 TC:192.22 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. BC:28.34lb Conc.Load at 1.41 BC:108.34 lb Conc.Load at 4.24 Wind loading based on both gable and hip roof types. Deflection meets L/360 live and 1J240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD •••"BEARING ANALOG MODIFIEDI•••'• No SIZE SHIFT BITE 110] W3X5 S 3.00 -155d � 19 2'10"10 R=93#Rh=154# RL=77# NAILED R=20 - AI ED 13'4"8 12 53X4 4.24 p m N t+l e V 191.5X4 -i- 1111.5X4 m =1.5X4(R 1 o, T 1 01.5X4 1 1 �SB --4X5 �- 9'7"8 1113X5(R)(10] - 1°� 3'1"10- + T1'8 1-1-5--+ -2'9"15 2B# R=140#Rw=159#Rh=154#RL=77# NAILED R=311/-37#U=7999 W=10"9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 465578 PLT.TYP:WAVE DESIGN CRrr-FBC7THED20207rM014Fr/RT=10%(0%yS(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF i "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p ... Trusses require eArerre care In fabricating,handling,shipping,Installing and brocing.Refer to and fallow me palest edition of SCSI se uncti Componont Safety p romatiern o TPI end n r for safety practices the pdm to pertaining These functions.Co Installers shall provide ion.by ry and pe Bcss TC DL 15.0 psf DATE -'= Unless noted otherwise,top chord shall have pl.Ndy atM h.d sW turW sheathing and bottom chord shall have a property attached rigid callIng.Locations shown for permanent lateral restraint of webs 1 0.0 Sf 09-D9-2021 shag have bracingg instaged per SCSI sections B3,B7 or B10,as applicable.Apply pIates to each fare BC DL p DRW G f truss and post on as shorn above and on the Joint Details,unless noted othervrlsa. BC LL O.Opsf Refer to drawings 160A Z for standard plate posltionz frw Bugding Corryonents Group Nc shall not be fasponslble for any devlagon frem this draw( anyfalurelobugtlNetrussinconformance with ANSUTPI1,or for handing.shipping,Installation 55.Opsf O/ALEN. 70108 a bracing ar weeea. TOT.LD. p�j!<p I 97"M A seel on We dlnNng or cove page listing We drawing,Indlates aeaptanoe of profeaelonal FASa f?3f1-te�M englnesdngmeponalbllltyesleyforthodeelgnehown,Thesultabllyendussofthladlavdng 3�yp pAy�,�y for any structure Is the reaponalbNy ofths Bulding Designer per ANSVrPI l 8ea.2. DUR.FAC. 1.25 JOB#:21344_II For move Infometlon we this job's general notes page and drese web sites: XkUMPAM M UMB!,FL 3M" rrWBCG:svww,lrwbcg.ccnX TPI:vwv.tpinstog;WrC-vnvw.abclndushy.cam;ICC:vw.I ceafe.org SPACING 24.0" -TYPE HIP JACK Job:21344 II /A23 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 — psf,-wind BC-DL=5:0-psf.-GCpi(+/-)=0A8 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 4'7"12 f 4'11"4 R=162# U=63#RL=241/-135# NAILED R=96# NAILED 13'4"2 12 0 6 0 m �I2X4 T 111.SX4 IN 03X4 FM I�— D1.5X4 F1 1Or u; w y gg f"1 r 61" R=549#U=346#W=8" (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465571 PLT,TYP.-WAVE DESIGN CRIr-RUTHED2020/rPF2014Fr/RT"10h(0%)/5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.7500 eeWARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF i "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme pre In fabricating,handling,shipping,InsWling and bracing.Refer to and -j practices latest edition of SCSI(Building Campownlsale prormeUan.by TPl and ng per Eer safety �„p✓' __ practicesprior to performing mesa Nn .vpropertyattacied strutemporaryhing anparncsl. TC DL 15.0psf DATE 9r' UNess noted othorwise,top cnaM snail have property attached structural sheathing and bottom chord ^ P shag have a properly attached rigid wiling.Locations shown for permanent lateral resbainl of webs BC DL 10.Opsf DRWG 09'�9'2�21 shag have bmdng installed per SCSI sections B3,B7 or810.as applicable.Apply plates to each face f truss and position as shown above and on the Joint Detalls,unless noted otherwise. Refartodrawings16OAZfarstandardplatepositions. BC LL O.Opsf ITw Building Cwoonents Group Inc.shag not be responsible for any deviation from this drawing. y fag ure to build the truss in conformance with ANSerPI 1.or for handing,shipping,Installation 8bracingoroussas. TOT.LD. 55.Opsf O/A LEN. 50100 TWA 975-3= A seal on this drawing or cover papa Using We drawing,Indicates acceptance of professional $AX% 97j—fin engineering responsibility solelyfor the design sham.Thesult■blltyanduseof Isdrawing 96R1PAIDLCFI7raALIIb{R1. for any structure is the responsbNly of the Bulding Designer par ANSVTPI 18ec2 DUR.FAC. 1.25 JOB#:2134411 Lmo BMV�E4 F.Wo" For pore information see this job's general notes page and these web sites: nwBCG:www.Iwbcg.wm Tot www.tpmscorg;wrcawww.sbclndustry.com:Icc:www.lcessfo.org SPACING 24.0" TYPE JACK Job:21344 II /A24G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2x6 SP SS -Webs 2x4 SP#3 Rt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails Special loads Top Chord:1 Row @12.00"o.c. -(Lumber Dur,Fac.=11.25/Plate Dur.Fac.=1.25) Bot Chord:1 Row @ 4.75"o.c. TC:From 94 plf at 0.00 to 94 plf at 16.22 Webs •1 Row @ 4"o.c. BC:From 20 plf at 0.00 to 20 plf at 14.00 Use equal spacing between rows and stagger nails BC:From 4 plf at 16.09 to 4 plf at 16.22 in each row to avoid splitting. PLB:From 4 plf at 14.17 to 4 plf at 15.97 (1)1/2'bolts may be used for(1)0.148"x3",min.nails on TC:254.57 lb Conc.Load at 5.11,8.89 The Bottom Chord Only. TC:161.62 2081.5Ib Conc.Load at 7.06 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 BC:297 .74 lb Conc.Load at 2.50 sf,wind BC DL=5.0 sf.GC I+/-=0.18 BC:2970.74 lb Conc.Lead at 2.50 p p p( ) BC:202.48lb Conc.Load at 5.11,8.89 BC:95.83 lb Conc.Load at 7.06 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. 255# z 5'1"6 -#- 1'11"6 164 1'9^14- flection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD I_ ,[ SIZE SHIFT BITE . I- 5'1" 3'10" [3] W3X6 S 4.75 51 [4] W 5X10 3.00 R 2.75 [16] W3X6 S 4.00 N4X5(R) m4X6 PE 12 6 p gl3X4 Oo N T+) O s4X6 ztl3X4 W1.5X4 N �1.5X4(R) 10, 1rl I 1.5X4 1113X6[3] =5X10[4] m3X8 -3X4 T 1113X6[16] a 14' �-2710-� 6'11--12 1 s 4 2g�1� 2r6 -i + 5r6 g6# 2062# 202# 202# R=5779# U=2755#W=8" R=2230# U=1020#W=8" (Rigid Surface) (Rigid Surface) OH RIGHT RAKE=24r' SEQ= 465593 PLT.TYP.-WAVE DESIGN CRrr=FBCTrHED20201rPPDl4Fr1RT=10%(0%y5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses reQuire erdreme mrein labdcatUg,hartAing,sNpDirg,Instaging and bredng.Refertoond ze follow the latest edition of SCSI(BuildingC-poserdS=,latormation,byTPlaadWrCA)far safety TC DL 15.Opsf DATE Droc"ces prior to Dedamdng these fund ns.Installers shill provide terryorery bracing par BCSL unless noted otherwise,lop chord shall have property attached structural sheathing and bell=chord _ shall have a property attached dgid calling.LoratIons shown for pemenent lateral restraint of webs BC DL 1 O.0 psf DRW G os-os-2oz1 shall have bracing installed per SCSI sections B3.W or B1o,as applicable.Apply plates to each face y f truss and postion as shown above and on the Joint Details,uNess noted otherwise. p Rarer to drawings 160XZ for standard plate positions. BC LL O.O Sf ITW Buuerng Conpon-ts Group Ina shall not be responsible for any deviation from this drawing, any failure to build the truss in confoonance with ANSIrrPI 1,or for handling,shipping,Installation 8bredrgoftrusses. TOT.LD. 55.Opsf O/A LEN. 14 '](WA(9"5'C 975-M" U AsW onWad-g or cover pageg#6np this drawing,Indicates acceptance of professionalFAZz('A56)978-r"S14i� enginadnglespenelbluy solely for the design ohm.The aultabllyvd use ofthledmNnp DURFAC 125 [JOB#:21344 II eevra>a:csxriAT.ecva. for anyetructure Is the n l�y epona of the Bulding Designer p . . . erMSITPl 1 Bes,g. - l�le For more Inforrredon see this Job's general notes page and these web sites: rrWBCG:ww w.ltwbcg.conc TPI:www.tpinstorg;WTCA-sbcindusby.com;ICC:www.locsdeorg SPACING 24.0" TYPE COMN Job:21344 II /A25G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2xfi SP SS Webs 2x4 SP#3 Special loads Nail Schedule:0.148"x3",min.nails -(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c. TC:From 47 plf at 0.00 to 47 plf at 14.29 Bot Chord:1 Row @ 6.25"o.c. TC:From 94 plf at 14.29 to 94 plf at 16.67 Webs •1 Row @ 4"o.c. BC:From 10 plf at 0.00 to 10 plf at 16.67 Use equal spacing between rows and stagger nails BC:645.76 lb Conc.Load at 0.85,2.85,4.85,6.85 in each row to avoid splitting. 8.85 (1)1/2"bolts may be used for(1)0.148"x3",min.nails on BC:628.46lb Conc.Load at 10.85,12.85,14.85 The Bottom Chord Only. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Provide hanger or special connection at right end of truss for 2971 lbs. Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [0] W 3X4 2.25 R 1.25 [1] W 3X6 S 4.50 I 5.3"6 9' 2-4"8�{ [13] W3X5 1.75 L 1.25 [14] W3X5 1.25 R 1.25 (16] W3X6 S 4.50 -3X4 o fNaxs(R> 12 Provide hanger or special connection at[eft end of truss for 3201 lbs. Q 6 a 3X4 v 0 0 1113X5(R)[14] 4X5 SIRS R z>VWN T iIV i 10' m3X6[7] �4X8 =7X6 esi3X5[13] UI3X6[16] L 16'8" z' z' 2'�j 2' 1-9.12-� 646# fi46 646# 64B 646# fit 628# 62 R=3201# U=1930# (J) R=29719 U=1591# (J) Supporting Member.(1) Supporting Member:(2) SEQ= 465591 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrP42014FT/RT"10%(0%y5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.2500 'WARNINOI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require extreme care in fabricating,handling,shipping,inslalilng and bracing.Refer to end IoDow practices latest edition a/Bt these and Component Safety prorma6on,by TPl and bracing per for safety follmt prior to pedo of B these(Building co pone t S shall provide tenporery,andne per BC51. TC DL 15.Opsf DATE --- Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgldcalgng.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-09-2021 shah have brad g installed per SCSI sections B3,B7 or 870,as appliable.Apply plates to each lace !truss and position as shown above and on the Joint Delete,unless noted otherwP a. Refer to drawings 160AZ for standard plate positions. BCLL O.Opsf -��•-q rrw Building Cortponents Group 1-shag not be responsible for any deviation from this drawing, any failure o build the buss in confornence with ANSVTPI 1.or for handling,shipping.instagagon 8 bracing of trusses. TOT.LD. 55.0 psf O/A LEN. 160800 ',gyp Srf " A seal on this drawing or cover page tiding this drawing,Indicate@ acceptance of prefeselorul FAAAM 92U-n'"M enginsedng responslb0lry,solely for the design ahown,ThesultibUltyenduseafdlladramng for any structure Is the responsibility of the Sunding Designer per ANSVTPllseo2. DUR.FAC. 1•25 JOB#:21344_II 976YA0G�MtN'isGYA' For more infomratian see this job's general notes page and these web sites: n WBCG:wow.Itwbcg.ccn;TPI:wow.tpinstorg;WTCA wow.sbclndusby.cam;ICC:www.icesaf.rg SPACING 24.0" TYPE COMN Job:21344 II /A26 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Top SP#2 — psf,-wind-BC-DL=5.0 psf-GCpi(+/-)=0..18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead toad is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 Provide hanger or special connection at right end of truss for 628 lbs. [17] W3X5 S 3.00 7' 4'4"8 -I 44X5(R1) T2 12 W3X4(R) 6 p co a v 0 LD 103X5(R) a T1111.5X4 N N 1 G3X4 111.5X4 10 =3X8 III3X5[17] y 1H3X5[8]g �•I r 11'4'8 -t 2710 R=858#U=387#RL=225/-218#W=8' R=628# U=299# (Rigid Surface) H=H1 OH LEFT RAKE=2'4" SEQ= 465561 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrPP014FT/RT=10%(0%y6(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ndreme care In fabricating,handling,shipping,fastening and b—Ing.Refer to and [ slow the latest edition of BCSI(Building Component Safety Information,by TPI and WTCA)for safety s _ practices pdorto pedoraing these functions.Installers shall provide tempemrybredng per BCSt TC DL 15.Opsf DATE Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chord f,R shA have a property attached dgld ceiling.Locallons shown for permanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 i� shel have bracingg installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each ram �* f buss cad poU s shown above and on the Joinl Details,Mess noted alh,-11,, BC LL P Refer to drawings 160AZ for standard plate positions. 0.0 sf rrw Building components Group trio.shell not be responsible for any deviation from this drawing, any failure to bugd the truss in conformance with ANSVTPI 1,or for handing,shipping.Installation &braeingeftrusses. TOT.LD. 55.Opsf O/A LEN. 110408 `flsM V Aaeal on this drawing or cover page Ildng title dTNng,Indicates acceptance of prafeuloal YAM MO}24( -VW engln"eng msponalbllty solely fortha dalgn shown.The eultabllly end uu of thle drmdnp for any atructure Is the raepondbllty ofths Sulding Dulgner per MISIMPI l eec.g. DUR.FAC. 1.25 JOB#:21344_II 9Gi5f•A>acQ2rliAr'>rcva'' For more information see this jobs �[S Tfl19 . sPE 3Yt3434 nWBCG:www.l TPI:wvavtPinsto WTeCA.A.nwwwewssbcl�auy.aaewebauea: twbeg.mm g: try.mm;Icc:www.imsafe.eg SPACING 24.0" TYPE COMN Job:21344 II /A27 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Top 2x4-SP#2 - psf,-wind-BC-DL=5:O psf..GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W3X5 S 3.00 Provide hanger or special connection at right end of truss for 628 lbs. 1201 W 3X5 S 3.00 7' 3'3"- =--1'1"8 o74X5(R1) 77 011.5X4 T1 m4X5 SRS R 12 6 p so "v v o to a] 11=5(R) m T011.5X4 N 1 e3X4 011.5X4 10' '(5,a m3X8 913X5(R)(20] 31' 1113X5[8] 11'4"6 2'2"10 R=858#U=378#RL=226/-204#W=8" R=628#U=310# (Rigid Surface) H=H1 OH LEFT RAKE=2'4" SEQ= 465559 PLT.TYP:WAVE DESIGN CR(T=FBC7THED20207rPp2014FT/RT=10%(0%v5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 eeWARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINOI 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL p Trusses require e#rerse care In fabricating,handling,shipping,insulting and bradng.Refer to and y fogowthe spriorlatest perfaof SCSI(euJ ns.n9onenl Safety nprormatbnWrary and ngperBmsaloA' TCDL 15.Opsf DATE Unlespiods n prior to otherwise, ingtop thesechord fan all have propeInstallers shag provide tanstructural sheathing braching an per BCSL -Fu`— shall h noted otnedy an top chord shag nave pmpo shown pearnaal shoaWrg and bottom echord bs 1!6 chall haves acing installed ettae per riSCSI sendsB3.BLocations shwm for as mcable.rent Applyateral plates t each few BC DL 10.O psf DRW G os-os-zozl Sri sha0 have orating insu0ea per SCSI sections 83,B7 or B70,as applicable.Apply plates u each taco Referf truss and position as shown above end on the Joint Details,ubless noted otherwise Sf drawings to drawi 16gaZ for standard plate positions. BC LL p fTW Building Conponents Group Inc.shag not be responsible for any deviation from this drawing, y failure to build Me Wss in conforrhance with ANSVTPI 1,or for handling,shipping,installation a bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 110408 ARii: 9 f3,"ul4 Auel on We drawing or oanr page Reang we dmwg g,adlu n.oaep ens of p ofessio ui FAM(0d 9784M enpinndngto ponalhlIfty solely forth@ design ohm.The eultablIy and use of this drawing DUR.FAC. 1.25 JOB#:21344_II 9ST9YA>sit�'M�A7.trcV0.. for any struabin u the responsibility of the Building Designer per ANSVrPl t Bea.2, For more Information sae this Job's general notes page and these web sites: n WBCG:wwwAwbcg.com;TPI:www.tpinstorg;WTCA www.sbclndustry.com;ICC:www,lasafe.crg SPACING 24.0" TYPE COMN Job:21344 II /A28 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Top SP#2 — psf,-wind-BC DL-=5:0-psf.-GCpi(+/=)=0.18— W ebs 2x4 SP#3 Lt Level Return:2x4 SIR#3; Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 Provide hanger or special connection at right end of truss for 628 lbs. [10] W3X4 2.25 L 1.25 [21] W3X5 S 3.00 ' OISX6(R) N4X5(SRS)(R) 103X4(R) T1 12 6 p m ao c O iN 'a 03X4[10 1111.5X4 T011.5X4 iV 1 0,3X4 011.5X4 10 m3X8 013X5[21] y 103X518]8 1.1 r 11'4"8 �-2710 R=858# U=356#RL=2731-178#W=8" R=628#U=334# (Rigid Surface) H=H1 OH LEFT RAKE=2'4" SEQ= 465557 PLT.TYP.WAVE DESIGN CRfr-FBC7THED20207rPF2014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 eaWARNING1a'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e#reme care in fabricating,handing,shipping,Installing and bracing.Refer to and follow,the latest edition of SCSI(Building component Safety Information,by TPl and WTCA)for safety TC DL 15.Opsf DATE gyp+ practices pd.to perfoming these fun ns.Installers shall provide ternporery bracing per BCSL --""'- — —'ry Unless noted otherwise.top chord shall have property attached structural sheathing and bottom Groh shag have a properly attached rigid calling.Lon tiomsho forpem ntlatemlmlraintofwaba BC DL 10.Opsf DRWG 09-09-2021 shag have bracing installed per SCSI sections B3,B7"B10,as applicable.Apply plates to each(am ^ of wss and posigon es shown above end on ma Joint Oetags,uNass noted, ,Is,, 0 tJ sf Refer to drawings 160P Z for standard plate positions BC LL p rrweretobca�etemcroapo,a.anaunmberorPl1.oIs rforsaydemuonfmmmlacrawng. any ragas a bagel he wss p aan omance rrim ANSI rPl 1,or for handling.shipping.installation &bretlngoftrussas. TOT.LD. 55.Opsf O/A LEN. 110408 'A•(fff g(� 59 j yi* A said this tlrrnMg er eowr page ll this drawing,Indianucceptance of professional PAM 4=9 078 mglnsadngruponsb1[h leyforthadulpnahow"The suitabBlyand use afthlsdrawing DUR.FAC. 1.25 JOB#:21344 II SszyrwnccsA7raAtacva for sry swdun is the nspandhllly of the Bupoing Designer grANBVTPI18sa,g, — � � ' , For more Intommllon see this Job's general notes page and these web sites: frWBCG:www.11wbcg.canc TPI:www.tpinstorg;WTCA www.sbelndustry.com;ICC:www.Iaeafe.org SPACING 24.0" TYPE COMN Job:21344 II /A29 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TICDL=5.0 Top #2 psf,-wind BC DL-=5-0 psf.-GCpi(+1-)=0.A 8 Webs 2x4 SP#3 W4 2x4 SP#2; Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W 3X5 S 3.00 [11] W3X5 S 3.00 Provide hanger or special connection at right end of truss for 646 lbs. T9" `}' 378 1114X5 R 011.5X4 am U to 12 6 p 101.5X4 0 rn W4 1113X5(R) T N 1T1 I I I +10, 1113X5[3] =3X4 103X5(R)[11] 11'4"8 R=646# U=224#RL=2821-105#W=8" R=646# U=3719 (Rigid Surface) H=H1 SEQ= 465553 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rrK2014Fr/RT=10%(0%yS(g) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 'WARNINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eAreme rare in febricating,handling,shipping,installing and bracing.Refer to and s I fellow the latest edition of SCSI(Building Component Safety mformafion,by TPI and WrCA)for safety TC DL 150 Sf DATE practices prior to perfoming these functions.Installers shall provide ten . porary bracing per BCSL P UNess noted otherwise,top chord shall have pmpedy attached structural sheathing and bottom chord shag have a property attached rigld caging.Locations shown for p—nanllaterul resuaintofwebs BC DL 10.Opsf DRWG 09-09-2021 14f14 shag have bmdng (sled per SCSI sections e3,w or B1g,as applicable.Appel ales to each face ,sags f truss and post an as,hewn above and en the Joint Deface.unless noted aherw�se. BC LL O.Opsf y1 ISII Refer to drawings 160hZ for standard plate positions. ITW Buidng Cornponents Group Inc.shag not be responsible for any deviation born this drawing, any faiure to build tie suss in conformance with ANSUTPI 1,or for handling.shipping.installation &bracing ofbusses. TOT.LD. 55.Opsf CIA LEN. 110408 TWA��rf Z A seal on W.dmwing or cov.r psg.Il.ting this dmMg,Indiatn.w.ptance of plof..Uons] FAA fyj.}-gym .nglnsedng mpomlbNty solely forth.dnlgn.hown The wlt•bglty Imd useofthl.drrwing J6i9 YABK GENIAL BLVt1.. rorany.wcur.I.the r..pon.mmty ofth.Buldmg Designs per ASVTPI1 B.oa. DUR.FAC. 1.25 JOB#:2134411 L N0 M .F. For more IornmreWn sae thisiob'e general notes page and dress web sites: mvecc:www.Irwbcg.eom;TPI:www.Ipmstorg;wrc7.www.,bUneusby.eom:lcc:wwwaxssm.arg SPACING 24.0" TYPE COMN Job:21344 11 /A30 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Top 2x4-SP#2 -- psf,-wind-BC-DL=5.0-pst-GCpi(+/-)=0.18-- W ebs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others Right end vertical not elposed to wind pressure. Bottom chard checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W 3X5 S 3.00 [10] W3X5 S 3.00 Provide hanger or special connection at right end of truss for 646 lbs. -_3X5 191.5X4 12 03X4 6 m 0 io T1113X4(R T 1Nn if 1 10. =3X4 M3)X(.5(R)[10] 01 5 3 11'4'8 R=646# U=189#RL=356/-132#W=8' R=646#U=403# (Rigid Surfaoe) H=H1 SEQ= 465551 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrPF2014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 'WARNING111 READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS'INCLUDING THE INSTALLERS, p Trusses require erdrerre care h fabricating,handing,09pping.Installing and bracing.Refer to and s follm the latest edition ofBCSI(euudI CormonentSafeyinformtion,byTPlendwrcn)forsafey TC DL 15.Opsf DATE _ pracdoss prior to perform these Mncao_Insb filers shall provide temporary bracing per BCSL -�j Unless noted otherwise,top ohord shall how propody attached structural sheathing and bottom chord 9'aAGP 1! she]haves properlyettached rlgWceOing.Locowns shown for permanent lateral resbaintofwebs BC DL 10.Opsf DRWG 09-09-2021 ii�f �a3 shall have bracing installed per SCSI sections B3,B7 or B10,as applicable.Applyplates to each lam of buss and pos bn as shovm above and on the Joint Details,uni—noted otherwise. BC LL 0.0 psf Rarer to drawings 160A z for standard plate positions. ..�1 ITW r tfot d,d th truss Group Inc,shall not be responsibleor for any deviation from this Brew ng, any falwe to build the truss in canfortrenca wiN ANSUTPI i,or for handing.shipping.installation 3b A&&or on as. TOT.LD. 55.Opsf O/A LEN. 110408 A utd on fists drawing or Dover Daga Ilabng this tlnwinp,Indigtaa aaapt■nq of professional FtTYCs 978.,2999 anglnaadngnapona@IlywUlyfprthadaalgnahown ThaaulhblltyanduaaoMiedmMng DUR.FAC. 1.25 JOB#:21344_II 3soYw�(ftrfl✓,7.e0v0. for any Mcbmir la the raspondbllly ofths Bulding Dealgnarper ANSVTPI 1 BaeS, � ��, For more Information sea this Job's general notes page and these web sites: fMBCG:www.Itwbeg.com;TPI:www,tpmatorg;WTCk—Incindusbycom;ICC:www.Imsafa.org SPACING 24.0" TYPE COMN Job:21344 11 /A31 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP p2 psf,-wind"BC-DL=5:0-psf.-GCpi(+/_)=0:18 Webs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. (J)Hanger Support Required,by others Right end vertical not eposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W3X5 S 3.00 [7] W 3X5 S 3.00 Provide hanger or special connection at right end of truss for 646 lbs. 1111.SX4 12 6 03X4 v 0 Zo 1113X4(R T N 1U11 1a =3X4 1113X5(R)[7f DI 5 3 1 P4,8 R=646#U=157#RL=415/-154#W=8' R=646#U=433# (Rigid Surface) H=H1 SEQ= 465549 PLT.TYP:WAVE DESIGN CRrT-FBCTTHED2020rrK2014FT/RT-10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.3750 I-WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require erarem a care in fabricating,handling,shipping,installing and bracing.Refer to end follow the latest edition of SCSI(Buildingg Component Safety lnfomat'wn,by TPI and VVTCA)for safety _ praNcespdortopedonring these fun cdon&Installers shall provide tenporarybmang per BCSI. TC DL 15.Opsf DATE Unless noted otherMse,top chord shall have property attached structural sheathing and bottom chord 'f'.FALf PPffi A., shag have a property attached rigid ceNng.Locations shown for permanent lateralreslreintof-bs BC DL 10.Opsf DRWG 09-09-2021 shag have bracing Installed per BCSI sections B3,B7 or B70,as applicable.Apply plates to each taco f Wss and position as shovm above and on the Joint Delays,unless noted otherMse. Refer to drawings 160 .r.—.rd plate positions. BC ILL O.Opsf 11M Buidirg Components Group Nc.shag not be responsible for any deviation from this drawing, any failure to build the truss inconlamancewithANSVTPll.or for handling,sNpong,instanagon&bracing of busses. TOT.LD. 55.Opsf O/A LEN. 110408 A seal on this drawing or move page listing this drawing,Indicates aooepena of proWslonal $AM 92845141i anglnsetlng mponUblily solely forthe design shown.ThesullabOltyanduseofthlsdtnNng for any en,con responsibility MI e is the reonsibility ofthe Building Designer per SVTPI 18eot. DUR.FAC. 1.25 JOB#:2134411 951.9PASILC32JTaALBLYO.. _ For mare information see this Job's general notes page and these web sites:E5C9faAP w SPACING 24.Orr TYPE MONO EMWEle FL 33M rrWBCG: ww.itwbcg.eom TPI:vw tpinst.org:WTCA w ww.sbcladusbyeom:ICC:wwwJcesaloorg Job:21344 II /B1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP SS 170 mph wind,15.03 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP42 - psf,-wind BC DL=5:0-psf.-GCpi(+/-)=0:18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W3X5 S 3.00 [12] W3X5 S 3.00 Provide hanger or special connection at right end of truss for 379 lbs. lozxa 12 6p ca 00 a � a ;it o Vf 03X5 T1111.5X4 N 03X4 1 011.5X4 12'8" 013X5(R)[121 1113X5[8] 1"? 6,y, �2710� F3-� R=607#U=185#RL=317/-163#W=1' (Rigid Surface) R=379#U=281# 0) OH LEFT RAKE=2'4" OH RIGHT RAKE=W6 SEQ= 465667 PLT.TYP:WAVE DESIGN CRIr=FBC7THED2020rrPF20I4Fr/RT-I0%(0%)/Sift) QTY=8 TOTAL=8 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGIe'READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC ILL 30.Opsf REF Trusses require o&eme care In fabricating,handling,shipping,installing and bradtg.Refer to and s fallow the latest edition of SCSI(BuWingg Coaporwnt Safety Infomution,by TPI and WrCA)for safety pmdioes prior topedomtng these fun ctions Installers shall provide tenporary bracing par BcSL TC DL 15.Opsf DATE Udess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid wiling.Locations shown for pemnenent lateral restralntofwebs BC DL 10.Opsf DRWG 09'09-2021 :S`i18 i shan have bracing Installed per BCSI sections B3,B7 or B10 as applicable.Apply plates to each face Otruss and position as shown above and on the Joint DeterK,unless noted otherwise. er to dmwAngs 160AZ far standard plate positions. BC LL O.Opsf fTW Building Conponents Group Inc.shall not be responsible for any deviation from this drawing. any failure to Wild theWssin conformance with ANSUTPI 1,or for handling,shipping,Installation 55.0psf O/A LEN. 60900 ae Ago l wawa. TOT.LD. A en on pohis gbnity i eovupage algngho tl The inilbibillty Indicates use oafs professional swing NX971�{Yt�rILVEL for any eltypoU1yfortoaheBuidingD Thu perANyanduuof2. drawing for my Mobile Is Nrrnejbn�bllly of the Building Designer parANBIlTPI1 Bao.2, DUR.FAC. 1.25 JOB#:21344 11 's`gy11IDL�'r""`BL1JO For more infm,rration see this job's general notes page and these web sites: SPACING 24.0" TYPE MONO P08 �� F' W 0 n BCG:www.Itwbcg.coM TR:www.tpmstorg:wrck www.sbcIndust ry.com Icc:www.xrsam.eg Job:21344 11 /B2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 Special loads Bot chohrcr 2x4 SP#2 - =(Lumber Duffac.=1:257 Plate Dur:Fac=1:25) Webs 2x4 SP#3 TC:From -0 pIf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 9.84 BC:From 2 plf at 0.00 to 2 plf at 9.84 J 170 mph wind,15.02 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.95 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-155.14 lb Conc.Load at 1.41 TC:62.35 Ib Conc.Load at 4.24 Wind loads and reactions based on MW FRS. TC:330.56 lb Conc.Load at 7.07 BC:28.34 lb Conc.Load at 1.41 Wind loading based on both gable and hip roof types. BC:108.34 lb Conc.Load at 4.24 BC:188.34 lb Conc.Load at 7.07 Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE ••••`BEARING ANALOG MODIFIED!"•" [81 W3X5 S 3.00 -15511 fizq 3314 f , 79"3 R=175# Rh=171#RL=81# NAILED R=34 - AI ED 17' 3X4 12 4.24 p N_ r` a "a o rn 23X4 Tlul.sxa 1111.5X4 1 l �ge 03X5[8] ��3X4 -5X6 12'3"8 y 1°f 3'1"10 9110"1 1'5" 2715 2715 28# 108/ 18M R=204#Rw=230#Rh=171#RL=81# NAILED R=404#U=984#W=3"8 (Rigid Surface) OH LEFT RAKE=3711 SEQ= 465474 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020fTK2014FT/RT=10%(0%y5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNIN0111 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e#reme care In fabricating,herding.shipping,installing and bredng.Refer to and - fallow the latest edition of SCSI(Building Component Safety infonation,by Tot and WfCA)for safety �v Practices pdorto pedoming these funcWns.Instdamshaft provide terpOmry bracing per Best TC DL 15.Opsf DATE s --- Unless noted otherwise,top chord shall bawl properly almMed stn hzal sheathing and bottom chord qgr+��p shall have a property attached rigid calling.Locations shown for permanent lateral restraint ofwebs BC DL 10.0 psf D RW G 09-09-2021 1d'$14 Shan have bracing installed per SCSI sections B3.B7 or B70,as applicable.ApplypIales to each race of truss and pw2on as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 180AZ for standard plate positions. ITW Building Cooponents Group inc.shall not be responsible for any deviation frotn Ods drawing, y falure to build the buss in confortrence with ANSVTPI 1,or for handing,shipping,Installation a bracing of Irv.- TOT.LD. 55.Opsf O/A LEN. 91001 rA,WA gqy A gold onthis drawing or cover pegs lledng this dmdng,Indicates acceptance ofprefeselonld DUR.FAC. 1.25 JOB#:21344 II R�`2�9,27 40M englnadng tespons@lily sUey for the deelgn shown,The sulteblit"ndussofthlechrMng 3saylrA¢xaFxnAr.scva. for any ebucture is the responabWy of the Building Deldgner perM8VrP118ec2. - For rnore bcg.mr;TPi:www.t this lob'sgenemi notes page and Neseweb sites; rg SPACING 24.0" TYPE HIP JACK � f ITWBCG:www.Ilwbeg.wm;TPl:www.tpinsLarg;WTCA:www.sbeindustry.wm:[CC:www.kesa(e.o Job:21344 II /B3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Negative reaction(s)of-198#MAX.(See below)from a non-wind load case requires uplift connection. Top - Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT ll,EXP D,wind TC DL=5.0— Lt Level Return:2x4 SP#3;Lt Level Return:2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. Shim all supports to solid bearing. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [21 W 3X5 S 3.00 [5] W 3X5 S 3.00 R=-198#Rw=216# U=289#RL=97/-79# NAILED 14'0"8 m1.ex4 12 6 p misxa ao 0 rV O 03X4 FM ID x ] 12'8" T FM i u p 12'3"12 Y R=228#Rw=269#U=176# NAILED R=271#Rw=292#U=176#W=8' (Rigid Surface) R=14# NAILED OH LEFT RAKE=2'4" SEQ= 465436 PLT.TYP:WAVE DESIGN CR(r-FBc7THED20201rPF20l4Fr1RT-10(0%ys(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Trusses require extreme care In fabricating,handling,shipping,Installing and bracing.Refer to and s follow the latest edition of BCSI(Buildingcomponent Safely Information,by TPl and WfCA)for safety practicespdortoperfamtlng these fun ctions.Installers shall providetemporaybracingparBCs1. TC DL 15.Opsf DATE Union noted otherwise,top chard shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid willing.Locations shown for pemanent lateral restraint of webs BC DL 10.Opsf D RW G 09-09-2021 shall have bracing installed per BCSI sections B3,87 or 810,as applicable.Apply plates to each face r buss and position as shown above and oa the Joint Details,unless noted otherwise. BC LL p Refer to drawings l eoAZ for standard plate positions. O.O sf Building Components Group Inc.shall not be responsible for any deviation from this drawing, 8b facailum ing t Wsses.buld the buss in conformance with ANSVTPI 1,or for haring.shipping.Installation 'A'HAMe975-3� AasalonthisdmMgorcoverpagegetingWedmMg,IndicatesacceptanceofprofessioW TOT.LD. 55.Opsf O/ALEN. 1 Fa{M�;M)92D-2M snglnadng roponpNOly eolely forth.dolgn shown.The sultab0ly and ue.of thla dne ring for any atnticture le the responsibility aM.Building Designer par M81rrPl 1 Sea.2. DUR.FAC. 1.25 JOB#:21344_II For more Information see this Job's general notes page and these web sites: rrWBCG:wwwAwbeg.a TPI,www.tpmetog:Wrcmwww.samdasty.comrlcc:wwwa=aafo.ag SPACING 24.0" TYPE JACK Job:21344 II /B4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Top #2 psf,-wind BC-DL=5:0 psf.-GCpi(+/=)=0.-18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 R=31#Rw=123#U=111# RL=170/-1099 NAILED 15'0"8 12 6 (7 911.5X4 `D tV C O 1111.5xa N 03X4 III X ] 12'8" mtsxa u; w F� 2710 13"8 2'e"8 r 3' R=478#Rw--494#U=304#W=1'4" R=54# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465438 PLT.TYP.-WAVE DESIGN CRIr-FBC7THED20207rPF2014FTIRT"10%(0%y6(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=1.0000 eeWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eweme care In fabricating,handling,shipping,installing and bracing.Refer to and s t fporad��s laleesor tedi on�ofSCS�e id^gcor ns.nponeneSaffety1Infonnatia��Pl�ddWrCA)forsafey TC DL 15.Opsf DATE =�— -- Unless noted olho�rwise,top chord shall have P ry ag per BCSL shad have a property attached structural shea0ting end bo0om crsrd properly attached rigid ceiling.LocarIonsshownforpennanent lateral oslrainlafwebs BC DL 10.Opsf DRWG 09-09-2021 shad have b2cingg installed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each few r�f f truss and poet on as shown above and on the Joint Details,unless noted otherwise. BC LL P Refer to drawings 160AZ for standard plate positions. O.O sf ITW Budding CmrponenLs Group Inc.shag not be responsible for any deviation from this drawing, any failure to bind fee truss in conformance with ANSVTPI 1,or for handing,shipping,installation S 55.0 psf O/A LEN. bradlng of tmosos. TOT.LD. 3 'Alff,A� 573-MU Ass,on this drewdng or cover page paling this drawing,Indicates acceptance of professional SAM(-"0 78-L"M engineering rapanaRpiy solely for the design shown.The suitability and use oMls drawng foranysbuoWirsiethereepondbl mopyoftheBuildingDalgnarperANBVTPI1Sac3. DUR.FAC. 1.25 JOB#:21344_II �9679PAtaGAL1�VR' For re Information see this lob's general notes page and these web sites: fl Bm%mFL 33M rrWBCG:www.Itwbcg.com;TPI:www.tpinsborg;WTCA www.sbcindustry.com;ICC:www.1—le.org SPACING 24.0" TYPE JACK Job:21344 II /B5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Top psf,—wind-BC-DL=5.0-psf.—GCpi(+/-)=0.A8 Webs 2x4 SP#3 Lt Level Return:2x4 SIR#3; Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 R=165# U=62#RL=2431-136# NAILED 16'0"8 12 s p �o 0 m2xa T m 1.sxa IN Q3X4 FM I1 011.5X4 12'8" a; w y � 2710 '6 4'8"8 5' R=551# U=348#W=1'4" R=94# NAILED (Rigid Surface) - OH LEFT RAKE=2'4" SEQ= 465440 PLT.TYP.-WAVE DESIGN CRI"WBCTTHED2020/TP42014FT1RT-10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL 30.Opsf REF Trusses require ewerne care in fabricati g,handling,shipping,insteging end bracing.Refer to end faOowhprior latest piVon rfoal BCSI gthese functinorrymants shell lnfaidetegmrynation,by bracing perBorsatey TIC DL 15.Opsf DATE practices prior to pedomtlng these Nncllhav property shall provide trrporery bracing per behove c shag h noted otherwise,property attached top chord shell have propedy attachedPenn structural sheathing and bottom chord 1.L challhaveeacingIn Cledper CSIscti LoB,B7 B10,own as anent lateral resuaInt of webs BCDL 10.Opsf DRWG 09-09-2021 ai sha0 have bracing Installed per SCSI sections B3,B7 a B70,es appliraDie.Apply plates to each face f was and post ion as shown above and on the Joint Details,unless noted otherwise. BC LL p Refer to drawings 16OA-Z r standard plate positions. O.O sf ff W Raiding Cortponents Group Inc.shag not be responsible(or any deviatlon from this drawing, any failure to build the truss in confamance with ANSVrPl 1,or for haring.shipping.instanation Tor.LD. 55.0 psf a bracing of busses. O/A LEN. 5 TWA 975-3 = A uel on thle drewing or cover page gegng thle draWrtg,IndloeNe acceptance of proteeelonel RAZI gYfil-r<�(f�i angineaft rupomlbillty eolelyforthadsolgn shown,ThesultabiltyanduuofthledrawIng for any Mattis la the nrponeibiity olthe Buiding Designer per MlSVrPI 18so2. DUR.FAC. .25 JOB#:21344_II C9ffi9PAYfGQMtALVLVL1.. For more information sea this Job's general notes page and these web sites: 31 �TflH .`�H.FE 33 8 rfWBCG:www,itwbcg.mrgTPI:wwwApinstog:WMA,www.sbcindustry.core:ICc:www.iccsafe.og SPACING 24.0" TYPE JACK Job:21344 II /65A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP SS Negative reaction(s)of-176#MAX.(See below)from a non-wind load case requires uplift connection. Bot chord 2x4 SP#2 Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Lt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. Shim all supports to solid bearing. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [21 W 3X5 S 3.00 [5] W 3X5 S 3.00 R=184#U=32# RL=244/-133# NAILED 13'4"8 12 6 m rn � 0 -v 101.5X4 1111.SX4 FM 03X4 Fff 10. 113X5[2] co pI 9'7"12 j-- 27103.8�{ 4'8'8 5' R=251/-176#Rw=308#U=301# NAILED R=94# NAILED R=567#U=389#W=8' (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465268 PLT.TYP.-WAVE DESIGN CRIT=FBC7THED2020rrPF2014FT/RT=10%(0%v5(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=0.7500 'NARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme rare N falbricatingi.hendnng,sNp Info nationing and bracing.Refer to and rma.Vwelatest odigonor Best esefun comDmemsar�promemnwraryanangperB for ealey TCDL 15.Opsf DATE Unless n prior to otherwise, these shall ns.propOdy ed h j terrpomry bmdan per BCSb Unless noted re erwisa,top Chad shall have properly attached strucWral sheathing and bottom chard shalhave oacingiytalled attached per Nng.Loratansshownfarpemcable.Applynstestoewebs BC DL 10.0psf DRWG 09-09-2021 shag have bracing installed per BCSI sec0ons B3,B7 ar 870,as applicable.Apply plates to each lace o f truss and posigon as shown above and on the Joint Details,unless noted otherwise. O.O Sf Refer to drawings 160A-Z for standard plate positions. BC LL p RW Building Conponenn Group Inc.shag not be responsible for any devlallon from this drawing, anyla9uretobugdth truss in conformance with PNSVTPl1,or for handling.shipping.insWlation 55.Opsf O/A LEN. 5 a brad g of wsses. TOT.LD. A gold on this drvMg or cover page gegng thle drawing,Indicates uaptsn of professional FFAXz f77S-r•`w9t411 anglneedngruponglb%ltyutelyforthedeelgnahawn.Thewllsbpllyandueeofthlednwing for any swcure[lithe responalbl0tyofthe Building Designer psrANSVrPl1SeoR. DLIRYAC. 1.25 JOB#:21344 11 For more Infommgon see this job's general notes I Dega and these web alter. RWBCG:www,IhWcg.wm:TPl:waw.tpinst.org;MCA:www.sDtlndustry,com;ICC:wnw.lasa/e.org SPACING 24.0" TYPE JACK Job:21344 II /B6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS The ma)dmum horizontal reaction is 273# —Bot chord 2x4-SP#2 Webs 2x4 SP#3 170 mph wind,15.03 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Lt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [5] W 3X5 S 3.00 R=292# U=95#Rh=273# RL=166/-97# NAILED 711- 17'0"8 %1.5X4 12 6 p m 'v rn iD o11.5X4 III1.5X4 a �3X4 1 1111.5X4 12'8n '(Se 4X5 1113X5[5]g �"I 2710- } 7' R=463#Rw=471# U=233#Rh=273# RL=252/-164#W=1'4" R=2529 U=135# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465479 PLT.TYP:WAVE DESIGN CRfr-FBCTTHED2020rrPM14FURT-10%(0%US(0) QTY=8 TOTAL=8 REV. 20.02.00A.1020.21 SCALE=0.5000 eeWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require o*em care In fabricating,handing,shipping,Installing and bracing.Refer to and enfollow the latest edition of BCSI(Building Component Safety lnfarmation,by TPf and WTCA)for safety __I_ � practices prior to performing theserunctlons InsWlersshall provide terrpomry bracing per BCSI. TC DL 15.Opsf DATE Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord aheg have a properly attached dgld celacti Locations shown for pemanent lateral restrelnt of webs BC DL 10.Opsf DRW G 09-09-2021 shag have ism in installed per BCSI sections B3,B7 or 870,as applicable.Appy plates to each face ftru and post shownabove ndon the Joint Details.unless noted otherwise. BC LL O.Opsf Refer to drawings 160A-Z for standard pate positions. ITW Building Comports Group Nc shag not be responsible for any deviation from this drawing, ��.M rlal nyfailure tobuld the Wssinconforrance with ANSITF41.or for handling,shipping.Installation TOT.LD. 55.OpSf O/ALEN. 7 &bracing of trusses, TWA ,rdf 1 A NB on this tlmNng or oowr page Iltllng this dmNng,indicates of professional FAXz 9784 &a engineering responalbgiy solely for the dealgnshown.Thewltabliltyandussofthlsdrawing DUR.FAC. 1.25 JOB#:21344 II S6i5sAIDc6'M7A7.1dLVq.. for any abucuirs is the responUbIly of the Building Designer per ANBVTPI 18802. _ at53�1LPTDB�L9�3. G3 S nWBCG:www.1 .e�mTPI:wwww.fvnnong:gWTTc�a'wwwsecl�au tryp�c ccawww.Iccwfo.org SPACING 24.0" TYPE EJACK Job:21344 II /B6G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T1 2x4 SP#2; 2 Complete Trusses Required Top SP-SS-- Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails Special loads Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row 12.00"o.c. -(Lumber 94 plf t-2.25/Plate Dur,Fac,=1.25) Webs :1 Row 4"o.c. TC:From 94 plf at-2.22 to 94 plf at 7.00 oe TC:From 47 plf at 7.00 to 47 plf at 20.00 Use equal spacing between rows and stagger nails TC:From 94 plf at 20.00 to 94 plf at 29.22 in each row to avoid splitting. BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 7.03 170 mph wind,15.03 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 BC:From 10 plf at 7.03 to 10 plf at 19.97 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 20 plf at 19.97 to 20 plf at 27.00 Wind loads and reactions based on MW FRS. BC:From 4 plf at 29.09 to 4 plf at 29.22 PLB:From 4 plf at-1.97 to 4 plf at-0.17 Wind loading based on both able and hi roof types. PLB:From 4 plf at 27.16 to 4 plf at 28.97 9 p yp TC:291.57 lb Conc.Load at 9.06,11.97 06 Deflection meets U360 live and U240 total load.Creep Increase factor for dead load is 2.00. TC:291.571b Conc.Load at 9.06,11.06,13.06,13.94 P 1 .94 BC:594.03 4.0 JT PLATE LATERAL CHORD BC:252.36lb Conc.Load at 9.06,11.06 No SIZE SHIFT BITE BC:252.361b Conc.Load at 9.06,11.06,13.06,13.94 15.94,17.94 [81 W 3X5 S 3.00 [26] W 3X5 S 3.00 467± 292# 292+ 292k 2929 282ti 292# 487 {� 7' i 13' 1 7- -4X5 =V4 =3X4 1z,4X6 12 6 (7 T1 fo "v o in 03X6 e3X6 111.5X4 101.5X4 C4 1111.5X4 �3X FiEl III1.5X4 =2X4(R) 12'8" 1113X5[8] =5X8 m5X6 �5X8 >. 3X5[261 �e �II 27' 2-2"10-I I � 2-2.10 2' 2-- 20"6TO'6 2'0"6 2' -2'- O" 25 � 252 594# 2520 25 252# 252# 594 R=40561E U=1735#W=8" R=4052#U=1735#W=1'4" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=24" OH RIGHT RAKE=2'4" SEQ= 465485 PLT,TYP:WAVE DESIGN CRIr=FBC7THED2020rTPF2014FT/RT=10%(0%)/5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.2500 eeWARNINGIII READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Trusses require eldrems we In fabricating,handling,shipping,Installing and brodrg.Refer to and fodow the latest edition of BCSI(Building Convonent Safety Information,by TPI and WTCA)for safety practices prior 10 perfonNng these functions.Installers shall provide terrporary bracing per BCSI. TC DL 15.0 psf DATE Unless noted othorwise,top chord shall have property attached structural sheathing and bottom chord 71,~ shad have a property attached right calling.Locations shown for permanent lateral restraint of vrebs BC DL 10.0 psf DRW G 09-09-2021 '7+ shad have brat'gg Installed per BCSI sections 03,B7 or BID,as applicable.Apply plates to each face !buss and posNio horn above and on the Joint Details,unless noted otherwise. Refer to diawmgs 160AZforstandard plate position BC LL O.OpSf fTW Budding Conponenis Group Inc.shad not be responsible for any deviation from this drawing, ny failure to build the truss in confortnce with ANSUfPI 1,or for handling,shipping,installation broa ft..ea. TOT.LD. 55.OpSf O/A LEN. 27 a MA � * � Aseat on this dewing or cover page Voting this dewing,Indicates acceptance of pebealonal FAM 97a__.M englnmengmsponalbgitywitlyfor Nedeslonshown ThesuitablltyandusaofthiadrWrig for any atructure;Is the responsibility of the Building Dealigner perANSVIlol 1 Btu:I2, DUR.FAC. 1.25 JOB#:21344_II For 9C�i9FAII1LCF172�ALeGBA.' roan,infonretbn see thisjob's general notes a Hd�FL page and these web sties: fTWBCG:www.itwbcg.com;TPI:wM^N.Ipinrtarg;W]CA:www,ebclndustry.com;ICC:www.lccsefe.org SPACING 24.0" TYPE HIPS Job:21344 11 /B7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 170 mph wind,15.53 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 - psf,-wind BC-DL=5:0 psf.-GCpi(+/=)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W4X5 2.25 R 3.00 [28] W4X5 1.75 R 3.00 9' W14X5 R =3X4 p/4X5(R) 12 6 %4X5(R 4X5(R) ro rn � 0 IIIIII'' 5X m 1111,SXd5X4 011.11145X4 1111.5X4 1111.5X4 G3 =2X4(R) =5X6 -5X6 s y 1;a 01 X5(R)[10] 1114X(R)[28] nI 27' R=1732#U=829#RL=346/-346#W=8' R=1728# U=829#W=1'4" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 465488 PLT.TYP:WAVE DESIGN CRrr-FBCTrHED2D20/TPF2014Fr/RT=10%(o%Y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 e'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF ), "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p �. Trusses require warerne pre In fabricating,herding,shipping,installing and bratlng.Refer to and j — team fire latest edition of BCSI(Building Component Safety Information,by TPI and WTCA)for safety TC DL 15.Opsf DATE practices pdor as performing these functions.testaners shall provide temporary bracing per BCSL Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chord 1 0.0 Sf shag have a property attached rigid pging.Locations shown for permanent lateral restraint of webs p D RW G �9-09-2021 shad have bmtln Installed per SCSI sections B3.B7 or B70,as epdipble.Apply plates to each fop BC DL ,�p�y o 1 trues,and posltpn as shown above and on the Joint Defogs,unless noted otherwise. Ir aIJ'B�Yr Refer to drawings160Azforstandardplateposivans. BC LL O.Opsf ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing, ayfauurembaild nawssmpnromareew nANsvrP l.armrnanmig.anppirg,msagagan TOT.LD. 55.OPSf O/A LEN. credrg or u as. 27 Assal on this drawing or Dover page gagng thte dis vIng,Indloatesaweptana of prnfessleal FAZz 7JE-fp-PgE'itl engineering responalbllly solely for the design shown,The sultabEl"nd use ofthladmdng DUR.FAC. 1.25 JOB#:21344_II AMMEK�ALVLVE. for any structure to the rssponslbiti Ml ty of the Sulding Dealgner per SrrPl 18eo9. For nnre Inferme0on see this job's general notes page and these web sites: rrMCG:ww wJIwbcg.cong TPI:www.ipinstog:WTCA waw.sbcindusIy.com;ICC:www.1ccsafe.org SPACING 24.0" TYPE HIPS Job:21344 11 /B8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,-wind BC-DL=5:0 psf.-GCpi(+/-)=0..18 Webs 2x4 SP#3 Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 3X5 S 3.00 [24] W3X5 S 3.00 168" 5' %6 cs G7X6 '3X4 °D TD 12 6 p N 03X6 13X5 011.5X4 011.5X4 =2X4(R) 12'8" �4X5 =3X4 =5X8 4X5(R) 4A 15 ;N 1113 [ N 1„e _�,10'5'14 6' I 26'8' 2' I 32'8' I 2710 t T 1 R=474#U=260#RL=549/-4809 W=8' R=17079 U=791#W=1'4" (Rigid Surface) (Rigid Surface) R=1807#U=920#W=8° (Rigid Surface) OH LEFT RAKE=84"2 OH RIGHT RAKE=2'3" SEQ= 465504 PLT.TYP:WAVE DESIGN CRIr-FBC7THED2020/TPF2014Fr/RT-10%(0"kySib) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI'a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p " Trusses require eArerne care In fabricating,handing,shipping,instailing and bedng.Refer to and follow the latest edition of SCSI(B'Iding component Safetylnformation,by TPl and WrCA)for safety 4�j9 f p cticas prlor to perfomyng Ihese functions_Installers shall provide lenporery bmdng per BCSL TC DL 15.0 psf DATE ice= - — -= UNess noted otherwise,top chord shall have popedy attached structural sheathing and bottom chord shot have a property attached rigid calling.Locations shown for permanent lateral restraint of webs shall have bracingg Installed per SCSI sections B3,07 or B10.es applicable.Apply plates to each face BC DL 10.0 psf D RW G 09-09-2021 f truss and positbn as shown above and m the Joint Details,Unless noted otherwise. O.OpSf IDIDFdWW..l6 ''CC��}}..iiLd Rerertodrawings16DXZforstarwardplatepositions. BC LL rrwesamngcomponents tnconfr —not beSVrpI1.or for hany deviation g.shiwmInlsdrawnng, any faiure to gbuildCo the piss in Group o Inc.shag with Ae responsible 1.le for handing.shipping.ihis drawing. bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 27 TWA @s SrF�> 2 A amid on this drawing or ewer page listing this dewing,Indlwatesawamptance of profuslonal FAA 1ryfg^gO englnultngtupomRlllryaolelyfwribedulgnshown.The aultsbOlN and use ofthledrawing DUR.FAC. 1.25 JOB#:21344 II 3WrARxCENf1RA7.SLCn. for any sbuotue Is the espondbNly ofthe Bueding Designer par ANSVTPI 1 Seo.2, — � '�ay� For more Infomatlon tree this job's general notes page and these web sites: +^-++a RWBCG:www.Ilwbcg.corn;TPl:wvw.tpinstorg:WTCAwww.sbclndustry.mm;ICC:www.lccsefe.org SPACING 24.0" ITYPE HIPS Job:21344 11 /B9 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x6 SP SS 170 mph wind,15.17 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2- psf,-wind BC DL=5:0 psf..GCpi(+/=)=0.18 Webs 2x4 SP#3 Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 [26] W3X5 S 3.00 18'8" 1 13' m6)6�6X6 go7X6 97X6 12 6 io 0 03X5 e3X5 111.5X4 111.5X4 T o2X4(R)1111 z . 12'8" 1113 [ a4X5 m3X4=5X6 4X5(R) 4Tis N 1n„ N H° 1 ='2 10'5"14 3Z8" 22.10 R=473#U=269#RL=6031-533#W=8" R=1705# U=789#W=1'4" (Rigid Surface) (Rigid Surface) R=1815#U=928#W=8" (Rigid Surface) OH LEFT RAKE=84"2 OH RIGHT RAKE=2'3" SEQ= 465500 PLT.TYP:WAVE DESIGN CRIT-FBC7rHED2020rTK2014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 30.0 Sf REF 6 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require a dreme care in fabricating,haring,shipping,Instzging and bracing.Refer to and +ems_ tWmWelatesteditionofSCSI(BuildingComponentSafetylnformagon,byTPlandWrCA)forsafety TIC DL 15.Opsf DATE ogn practices prior to peRaming these functions.Installers shall provide tenoomry bracing per BCSL -=S^.4'`SP 144G1��ft 13 shag have property o otherwise. p�raid scaamn.Loll hwo cations shown far structuralched sheathing and oattom chord iStlii�5'1.HEMt'06 a acin st g. pemarrent lateral plates t of each fe BC DL 10.Opsf DRWG 09-09-2021 shag have bracingg Installetl por SCSI sections a B7 DBail,as applicable.Apply plates to each face ofbuss end posi0on as shown above and on the Joint Details,unless noted otherwise. Refer la drawings 160XZ for standard plate positions. BC LL 0.0psf y Is eaamng ce�et use Group Inc.Iheg not be respon1.or for any ding.shi fmm mstdmw drawing. 8,brejwetobLesie truss conformance with ANSI/rPl l.orlorharing,shipping.installation 55.Opsf O/A LEN. 3bra meofnthed TOT.LD. 27 `A,`�j�rg �jFy'�P,'t. Autl on WsdmMpereWgrpage Ogtlnp WgdmMp,Intllutn eoaphnq of professional FA 928-n`r'M engineering mpon.lbllly,solely for the design shown.Thssulublgy■nduuofthledramng ferny structure le aM neponelblllly al Building Designer perANSIrrPl l Seo,2. DUR.FAC. 1.25 JOB#:21344_11 L"79YASUCEMYRAMMM. For more information see this ob's, ) General notes page end these web suss: ffWBCG:www.Ilwbcg,wm;TPl:vnvw.tpinstorg;WTCA wvnv,sbtlndusby.com;ICC:www,lccsafa.org SPACING 24.0" TYPE HIPS Job:21344 II /B10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT __Top chord 2x6 SP SS 170 mph wind,15.29 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP iF2 psf,-wind-BC-DL-=5.0-psf.-GCpi(+/-)=0..18 Webs 2x4 SP#3 Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W4X5 2.25 R 3.00 [23] W4X5 1.75 R 3.00 19'2" 13'6"- - =5X6 508X8 liz8X8 F 12 6 p II� I03X4 IWY15 4 011.5X4 T =5X6 =5X6 4Tis N 104 ( )[51 104X5(R[23] 1 iV 1 fi2 _,s,10'5"14 �--6' -} 268" 32'8" 2'2"10 R=4699 U=271#RL=618/-546#W=8" R=1788# U=7899 W=1'4" (Rigid Surface) (Rigid Surface) R=19099 U=933#W=8" (Rigid Surface) OH LEFT RAKE=84"2 OH RIGHT RAKE=2'3" SEQ= 465491 PLT.TYP:WAVE DESIGN CRIr-FBC7THED2020frPFP014FT1RT=10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.1875 eeWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require edema care In fabrkating,hajn9,shipping,Installing end bracing.Refer to and s fog"the latest edition of SCSI(Building Coap_I Safey Info ma ti by TPI and WrCA)to,safely TC DL 15.O psf DATE practices prior to perffunctions.ing these functions.Installers shall provide tenporery bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bell=chord shag have a properly attached rigid caging.Locations shown for pairnanenl lateral restraint of webs BC DL 10.Opsf DRW G 09-09-2021 shag have bracing Installed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each face f truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160XZ far standard plate positions. BC LL O.Opsf frw Building Components Group lnc stall not be responsible for any deviation front this drawing. any failure to build the Inn rance wi s in confav th ANSVTPI 1,or for h shipping.instaliallon &bm,wgaftrusses. ang, TOT.LD. 55.Opsf O/A LEN. 27 ennrIpmmdioothpnsmTnsoNhfvo� F1M 9 ging neol lelyfr doel hv. h ulhbillyoddue } Errvilnp for any owaWnle the responelbNyof the Building Designer perMISMPIIBee4. DUR.FAC. 1.2 5 JOB#:2134411 P[SB61ACAf8G�ldI1'�7gLV6' For more Infommtion see thislob's general notes page and these web silos: F18DBMUMEi,FL32 U ITWBCG:www.Itwbcg.cncTPI:wwa.tpinsLorg;WTCA_w .sbclndustry.crh;ICC:i—.1ccsafe.org SPACING 24.0" TYPE COMN Job:21344 II /B11 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x6 SP SS 170 mph wind,15.29 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,-wind"BC-DL=5:0 psf.-GCpi(+/-)=0:18 Webs 2x4 SP#3 Rt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [51 W 3X5 S 3.00 [21] W3X4 2.25 R 1.25 [23] W3X5 S 3.00 13'6" 'l m5X6 03X4 oo4X5 7X6 12 6 p 3X5 I01.5X4 0 %3X4[21] 011.5X4(R)1 �3X4 o5X8 m4X5 e_76 12 e" 113 5[] N 111 ,+10'5"14 24'8" 2' 1- 32'8" +2710 R=544# U=305#RL=618/-546#W=8" R=1592#U=736#W=1'4• (Rigid Surface) (Rigid Surface) R=1807# U=9299 W=8' (Rigid Surface) OH LEFT RAKE=10'6"15 OH RIGHT RAKE=TY SEQ= 465496 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020frPF2014FT/RT•10%(0%J/S(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p f Trusses require extreme care In fabricating,handling,shipping,Installing and bracing.Refer to and ( fo0ow the latest edition of SCSI(Bugdin Component Safey thformation,by TPI and WrCA)for safety practices prior to pedorring these fun ns.Installers an dl pmvlda lerrpomry bmdrg per BCSL TIC DL 15.0 psf DATE UNess noted otherwise.top chord shall have properly attached structural sheathing end halt=chord shag have a properlyanadad rigid wiling.Loeationsshownforpem¢nent lateral restraint ofwebs BC DL 10.Opsf DRWG 0909-2021 shag have bracingg installed per BCSI sections B3,B7 or BID,as applicable.Apply Flutes to each face f buss and posit as shown above and on the Joint Details,uNess noted otherwise. BC LL p Refer to dravnngs 16DAZ for standard plate positions. 0.0 sf ��.�.._—� ITW Building Conponents Group Inc.shall not be responsible for any devladon from this drawing, rrr any falure to build the truss in confonrence with ANSVTPI 1,or for banding,sh Aping,instal aticn 55.0 psf O/A LEN. &bradrgoftrasses. TOT.LD. 25 MA qd� A sail an thl.drawing ar cover page u.wo this drawing,Irdleatae acceptance of professional D U R.FAC. 1.25 JOB#:2134411 FAM V"928--.M engineering feeponelbilty solely forth@ design shown.Th.suhablilty and uss of thle cirrMng 9 97AMUNMALHLVIX for any structure 1.the responatblliry ofthe Building Designer per ANSVTPI 1 Seo,4. ���BEAU.! ,FL 53P� For mo a Info merlon sea this lows general notes page and these web sites: SPACING 24.0"' SPEC nwBcc:www.itwbag.wm TPI:www.tpmst.org;wrcr.www.sbdneustry,wm;Icc:wwwJasare.arg TYPE Job:21344 II /B12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 All plates are 1.5X4 except as noted. Top 2x4-SP-#2 Webs 2x4 SP#3 170 mph wind,16.99 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Rt Bearing Leg:2x4 SP#3;Lt Level Return:2x4 SP#3; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W3X5 1.75 R 3.00 lL— 167 278 110"14+{ m4X5 113X4 R) �4X5 05X6 12 6 � � a m rG '3X o 0 (a) n m2X4 12'7"4 N 19.4 'r 1i 8 =5X6 �3X8 y 11 X5(R)[10] r 20'10'6 2710 1— 20'6'14 - R=1381#U=568#RL=573/-321#W=8" R=1178#U=661#W=3" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465716 PLT.TYP:WAVE DESIGN CRfr-FBC7THED2020/rPR014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 30.0 Sf REF •'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e>arerre rare in fabrka0rg,her�irg,sNpping,insteging and bracing.Refer to end s j follow the latest edition of BCSI(Bullding component Safety Information,by TPI and WTCA)for safety pDrocgces pdor to pedomdng these funNans.Installers shall provide temporary bracing per Bcsl. TC DL 15.Opsf DATE _ UNossvetedotbedyin fopddglshallhavo wtionsattached parnnralsheatNt andbodamebe 10.0psf DRWG 09-09-2021 shall have a properly anaMed algid ceiling.LoB3 B7 shown for permanent lateral plates t of webs shall have bracing installed per BCSI and diona a B7 D tafl as applicable.noted Apply pietas to each face BC DL fwsaanapadtienasshewnabove ndardpdentheions.�olnt aas.aeassnotedethemdse. BC LL 0.0psf Refer to riding qo 15ohZ for coup I standard shall positions. 4 av: (TW Building Cemponenls Group the shell not be responsible for any deviation from this drewing, any failure, build the truss In contamenoe wM ANSl/TPI 1,or for han,in.shipping,installation TOT.LD. 55.OpSf O/A LEN. 200706 &brad (trusses. `AAA SFjjfs/*," 4 Auel on We dre ving or cover page P"We drawing,Indlestee oaptenee of prohtuonal FA&MI 924-IMi englnudngtopone@NtywNlyforthedolgnehown.Theeulte1,911yenduoofthledmdng esvyamccgxrewacva for any eWotunle the mponelblllyoftheButdingDulgner per MUM 1See,2, DUR.FAC. 1.25 JOB#:21344_II For rrare infoniation sea this job's general notes page and these web sites: frMCG:www.11wbcg.wrn;TPI:vwv.tpinstorg;WTCA www.sbdnduaty.wnn:ICC:vuv.iccsafo.org SPACING 24.0" TYPE COMN Job:21344 II /B13 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2_ 170 mph wind,15.99 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 -- Webs 2x4 SP#3 —psf,-wirfd"BC"DL=5:0 psf.-GCpI(+!=)=0:18 Rt Bearing Leg:2x4 SP#3;Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 1.25 R 3.00 167 9.8 3-10.14 �{ 1114X5(R) 4X5 SRS R X4 R) y6X6 12 6 p (a)102X m o (a) o3X4 1111.5X4 3xs =2x4 12'7"4 N 1111.5X4 -sxs T m5X6 �3X8 l j e3x 111'4" 1111.5X4 101.5X4=4X5 3X5 R)I8, 012X4 1�8 r 20'10"6 �. 2710 1 2V •{ 17'0"2 1.1"12 R=1381# U=539#RL=6491-295#W=8' R=1178#U=709#W=3' (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465713 PLT.n?.WAVE DESIGN CRrr-FBC7fHED2020/rPF2014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p �11D Trusses require aweme care in fabricating,handling,shipping,Installing end bmdng.Refer to and latesteditionofBCSI(Building Component Safey Information,by TPI and WTCA)for safety practices prior pertomNng these NnNans.Installers dhNlpro�lde tenpomry bracing per TC DL 15.Opsf DATE ublead noted roherty se,lop chord shall have a cacedy shownattachedfor punnet sheathing and bosom chord 10.0 psf shall have a property lled per rigid ca0ng. s B3.B7 shaven for pemcable.lateral rester t of webs BC DL DRW G 09-09-2021 shall shave.ar bracingg installed per BCSI and ons B3.B7 D tail.u applicable. then pietas to each few f wss and posltbn as shown above end on the Joint Deags,unless noted otherwise. Refer to drawings 160AZ for standard plate positions. BC LL O.Opsf rrW Budding Components Group Ina shall not be responsible for any deviation from 0ds drawing, any failure to build the truss in can with ANSI/rPl 1,or for handling.shipping,instigation &bracing of busses. TOT.LD. 55.Opsf O/A LEN. 200706 ' (��yd5�,53P Aual an this dmdng of cover papa gagnp this drawing,Indicates s sap ana of p ohaga W DUR.FAC. 1.25 JOB#:21344 I I VAX%y(3$Ba f174-L'�u'Ss' mpinaadneture nsmlulywislyfcrthadulpnahown.ThesultabglyanduuofthladrrMng 9s29rAID[(SMawHi.Y0.• for any struatun lathanspondblllyaftha Budding DadgnarperAN$IrrPl16aa,2, _ WStAVAN� � For nave Infom�ation see this Job's general notes page and these web sites; rfWBCG:www.ltwbcg.com;TPI:www.tpinstorg;WTCA www.sbclndustry.com;ICc!www.lccaefe.org SPACING 24.0" TYPE COMN Job:21344 II /B14 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,16.29 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 — — — psf;wind BC DL=5:0 psf.-GCpi(+/-)=0..18 Webs 2x4 SP#3 Rt Bearing Leg:2x4 SP#3;Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 1.25 R 3.00 [10] W3X5 2.75 L 1.25 f 17'4"B 3-5.14 N4X5 R =4X8 o 3X � (�12X It- 6 v ®5X6 b m N � G (a) 1111.5X4 03X5[10 =2X 127"4 1111.5X4 T fv 1111.5X4 =6X8 . =5X6 =3X8 1�j G3X 111'4" 1111.5X4 1111.5X4=3X4 1 3X5 R[8 012X4 1,d 11 20'10"6 2710 •1 2-5" •1 17'0"2 R=1381#U=516#RL=730/-301#W=8" R=1177#U=755#W=3" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465710 PLT.TYP,-WAVE DESIGN CRrr=FBC7THED2020rTPF2014FT/RT=10%(0%)/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p I Trusses require mdrerre rare In febrketing,handing,shipping,Installing and bracing.Refer to and fallow the latest editionolBCSI(B ldingCorrponenlSafetyinformation,byTPlendWTCA)forsafey TC DL 15.Opsf DATE -_ practices prior to pedming o these functions.Installers shall provide ternporery bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and b m otto chord shall have a properyeltached rigid calling.Locations shown for permanentlateral restreint ofwebs Sf BC DL 10.Opsf DRWG os-as'Zoz1 chat have bracingg installed per SCSI sections B3,87 or B10,as applicable.Apply d ce plates to each fa f ss and positb hew erw n above and on the Joint Details,unless noted othise. 'L Reo-ufer to drawings 160A Z for standard plate posdions. BC LL O.O p ITW Buldrg Components Group Inc.shall not be responsible for any deviation from Ms droving, any failure to buld the buss in eonlomenes with ANSVTPI I,or for handling,shipping,installation 8 bracing of Wsses. TOT.LD. 55.Opsf O/A LEN. 200706 TM AMf 5247 2% engIn"nngmp on onellbbillry witlyforNideolgnghm. h s droWng,ultabnry.ndussoftthof fdrrMnolow gr'� +l5F3 r G for anysWctureIs the reeponelblllbof the Building Designer per ANSVTP11Sed2. DUR.FAC. 1.25 JOB#:21344_II pus ]6i4YA0CBNAC.l F ' For more information sae this fob's general notes page and these web sites: os� UWBCG:w .ihvbcg.ram;TPI:1v�Mw.tpinslorg;WTC7owvw.sbclndusby.rAm;ICC: .Iccssfo.ag SPACING 24.0" TYPE COMN Job:21344 II /B15 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,16.79 ft mean hgt,ASIDE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 B3'2x4 SP'SS; -- ---- -- psf,-wind-BC-DL=5:0-psf.-GCpi(+/=)=0:18 — W ebs 2x4 SP#3 W 8 2x4 SP#2; Rt Bearing Leg:2x4 SP#3;Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W3X5 2.75 L 1.25 19,4"8 1714 N4X5 R 013X4(R) 3X4 12 1112X4 m a 6 p c ,_5X6 o N (a) IS WB 1111.5X4 1111.5X4 g03X5110 C 3=2X4 12'7"4 ,.5X4 T I u11.5X4 =6Xl �SX6 g3X H3 t f 111'4" 103X6(R)191.5X4 1111.5X4=4X5 112X4 7 r 20'10'6 2710 1 2'5" 1 1TO"2 _I11"12 I'I R=1379# U=489#RL=821/-326#W=8" R=1180#U=809#W=3"8 (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465517 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020frP42014FT/RT"10%(O%)/6(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require enreae care In fabricating,harcilIng,shipping,Inst0ing and hradng.Refer to and - �—� rollaw the latest edition ofacsl(B udingComponentSafetylnfornration,byTPlandWrCA)forsafety TC DL 15.Opsf DATE preaicas prior to pedonNng these fun ns.Instagers shall provide teavorery bracing per BCSL Unless noted otherms.,top chord shall have property attached structural sheathing and bottom chard R, shag have a property attached rigid rotting.Locations sham for perrnanent lateral restraint of webs BC DL 10.Opsf DRW G 09-09-2021 �S shall have bracing instaged per SCSI sections B3,B7 or BID,as applicable.Apply dates to each face o f Wse and position as shown above and on the Joint Details,unless noted othenvlse. BC LL 0.0 psf Refer to drawings 160A.Z for standard plate positions. rTW Building Components Group Inc.shag not be responsible for any deviation from this drawing, any fabae to build the truss in wnformanca with ANSI/TPI 1,or for handling,shipping,installation abrewgofwsses. TOT.LD. 55.Opsf O/A LEN. 200706 ')AX% yrB P n Mng mop.d�wsg gr ow.r he dosiwo w..The,lndiut,s�owpttinu s cire u�lorW DU R.FAC. 1.25 JOB#:21344_I I FADS ryf�•q�a for neeGncturei this reeolebfarthedeelgnehown,Ignerp r ANSendl 18602h tlrrMng SaZ9PASKt�M�AL94\'n.. for any structure le the tnponelbtpb of the Building Dutgnv per AWBVTPI18ea.7. For mom Infommtion see this job's general notes page and these web sites: �! rTWBCG:w v.ltwbcg.cam;TPl:www.tpinstog;WTCA:www,sbclndustry.com;ICC:www.lccsafe.org SPACING 24.0" TYPE COMN Job:21344 II /B16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS All plates are 1.5X4 except as noted. Top 2x4 SP#2 B2,B3-2z4-SP SS; ---- —- -- Webs 2x4 SP#3 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Rt Bearing Leg:2x4 SP#3; Wind loading based on both gable and hip roof types. 170 mph wind,17.16 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Calculated horizontal deflection is 0.14'due to live load and 0.11"due to dead load. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 I (a)Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MW FRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. �4X6(R ga3X4 12 6 012X4 ®8X8 (a) 1113X6 n7x6(") cbta2X4 1274 o> T_ 3X5B2 6 B3 110'11"14 1144 f 22'10"6 2"ao 4'5" 1T0"2 f1 R=1329# U=471#RL=907/-309#W=8" R=1393#U=882#W=3"8 (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=3"15 SEQ= 465513 PLT.TYP:WAVE DESIGN CRIr"FBCTTHED2020/rPF2014 FTIRT=10%(0%y5(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=0.1875 'eWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eldrerhe care in fabricating,hording,shipping.Installing and bracing.Refer to and s form the latest edition of BCSI(Building Component Safety Information,by TPI and WrCA)for safety TC DL 15.Opsf DATE practices prior to perfomdng these functions.Installers shall provide temporary bracing per BCSL Ness noted ropotherwise,atttopchordshag have Oration attachshown ostructuralsheathing aMbottom chod BC DL 10.0psf DRWG 09-09-2021 shot have a properly attached ngW ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each faro R/buss and posi0on as shown above and on the Joint Detags,unless noted otherwise. efer todawingsl8gazmrstandadplatepaan;an% BC LL O.Opsf '} ITW Building components croup he shall not be responsible for any deviation from this drawing, any(adore to build the fromin conformance with ANSVTPI 1,or for handling,shipping,instillation a bracingaftueses. TOT.LD. 55.Opsf O/A LEN. 200706 TWA 97S_3= Ansel an this drawing or cover page getng this drawing,Indlatenoaeptance of proM1aslonal gAXx 9244 engineering responslbWlysclelyforthe design shown,ThnultebBllyandussofthledrawing for any structure is the responslIf yofthe Buldhg Designer per MUM 1 Beal. DUR.FAC. 1.25 JOB#:21344_11 yi9YABKt5J77�A17dLVLL For rnore infonnation see thisiob's general notes page and these web sites: a - UWBCG:www.Itwbcg.mncTPI:wwwApinstorg;WTCAwww.sbclndusNa/.cn;ICC:www,locsffie,og SPACING 24.0" ITYPE MONO Job:21344 II /B17 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 170 mph wind,17.16 it mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 B3 2x4 SP'SS; -----__---"- --_-"-- - —psf;wind-BC-DL=5:0-psf.-GCpi(+/-)=0.18 - --- -- ---- - W ebs 2x4 SP#3 Rt Bearing Leg:2x4 SP#3;Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W3X5 S 3.00 �4X5 03X �6 912X41 S 5X6 (a) 1111.5X4 03Xs =2X4 127'4 1111.5X4 W T �I ,.5X4 -6X6 . 13'4 G3x -SXs B3 111,4" 1111.5X4 191.5X4=4X5 I 3X5 R 18 1112X4 1„B 11 20'10'6 �2-2-10 2'V 17"0"2 -11-1-l R=1379# U=467#RL=890/-345#W=8' R=1180#U=851#W=3°8 (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=3"15 SEQ= 465507 PLT.TYP:WAVE DESIGN CRIr-FBCTTHED2020RPQ014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGIe•READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require erdrerre care In fabricating,handling,shipping,inetaling end luedng.Refer to and follow theperfoningtheefun SCSI gcon�nentsshall romego;;b ylendngperBprsafoN TC DL 15.Opsf DATE practices th prior to peion of g these fun ns.Installers Safety provide to y.ry bracing per BCSL Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chord !S shag have a property attached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRW G 09-09-2021 i.. shag have bm<ing NSUged per SCSI sections B3.87 or B10,as applicable.Apply plates to each face , q of truss and position as shown above end on the Joint Details,urdess noted otherwise. Refer to drawings 16DA-Z for standard plate positions. BC LL O.Opsf rrW Building Components Group Ina shag not be responsible for any deviation from this drawing, any failure to build the tress in confonrence,with ANSVTPI 1,or for handing.shipping.Installation Asear nthIsd TOT.LD. 55.OpSf O/A LEN. 2oo7os 'A 9711-- � A.euonWedr.ft orcpverowanigng this show.Thesulmates yandus a ftlancii drawiprofesng DUR.FAC. 1.25 JOB#:21344 II FAM 3a3 }���+� for anwdnptuspomle m 4abtyfor the he Building D.TMrperAtyand 1 of2. drrMnp 3�i5Y��'M1A1.iTLCI1.. for mYsbupWnis the nspontdbllltyMhie Building DeslpnergrANBVTP11 Bep�. — � .3 For more Information see this job's general notes page and these web sites: ITWBCG:—.Itwbcg.wm;TPI:www.ipinstorg;MCA.,www.sbdrdustry.comCC:;I www•Iccsefe.erg SPACING 24.0" TYPE MONO 1 Job:21344 11 /B18 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4-SP#2 -- psf,-wind BC-DL=5:0-psf.-GCpi(+/-)=0.18-- W ebs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. "• •'••• JT PLATE LATERAL CHORD BEARING ANALOG MODIFIED! No SIZE SHIFT BITE [4] W3X5 S 3.00 r� 2'1"1 R=20#Rur-49#U=10# Rh=180#RL=114/-36# NAILED 1111.5X4 12 12'21 6l7 v fo N T 10'11"12 1 M3X5[4] 1110"10 �}"� R=231# U=161#Rh=180# RL=112/-145# NAILED OH RIGHT RAKE=1"11 SEQ= 465683 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020rrPF2014FT/RT-10%(O%)/Sig) QTY=11 TOTAL=11 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p ' Trusses require mdreme rare In fabricating,handling,shipping,Installing and bracing.Refer to and y logow the latest edition of SCSI(Building Component Safety Information,by TPI end WTCA)for safety radices prior to perfaMng these functions.Installers shag provide lerrporary bradngper BCSI. TC DL 15.Opsf DATE Men noted otherwise,lop choN shag have properly altaWed sWdural sheaWng end bottom chord shall have a properly eaached rigid calling.Locations shown for permanent lateral resirelnl of webs 10.0 psf DRW G 09-09-2021 shag have brac g Wled per BCSI sections B3.B7 or 610,as applicable.Apply plates to each raw BC DL of truss and positloma s shm above and on the Joint Details,ualess noted otherwise. Refer to drawings 160X.Z for standard plate positions. BC LL O.Opsf Ate. _,ypO� nW Building C-1—nits Group trio.shall not be responsible for any deviation from this drawing, &bredngafWssas.the truss in wnfonrenw with ANSVT%1.or for handling,shipping,installation TM9p� A told on this dm lfg or corer page Illding this drawing,Indicates acoaplento of professionalTOT.LD. 55.Opsf O/A LEN. 20210 FAM0Q78aka engineering reapgndblllyealdyforthedadpn ohm.ThaaullebUltyandwaofNladrrMnp DUR.FAC. 1.25 JOB#:21344_I ytiypA� ��� for any atructdn is the responldbllltyofthe Building Designer per ANSVTPI 1 Bsc2. For more Infonretion see this Job's general notes page and these web sites: rrWBCG:ww Awbcg.wrrc TPI:w rApinstorg;WTCA,www.sbclndustry.com:ICC:w 1cesafo.org SPACING 24.01, TYPE MONO Job:21344 II /B19 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT _Top chord 2x4 SP#2 T2 2x4 SP SS; Brg blocks:0.148"x3",min.nails Bot c 1[orti 2z6 SPSS brg-c-loc#blocks length/bilk #/nails/blk wall plate Webs 2x4 SP#3 W 1 2x4 SP SS;W 11 2x4 SP#2; 2 20.647' 1 12" 4 Rigid Surface Lt Bearing Leg:2x8 SP SS;Lt Level Return:2x4 SP#3; Brg block to be same size and species as chord. Special loads Refer to drawing CNNAILSP1014 for more information. -(Lumber Dur.Fac=1.00/Plate Dur.Fac.=1.00) (1)-plates so marked were sized using 0%Fabrication Tolerance,0 degrees Rotational Tolerance,and/or TC:From 114 plf at-2.89 to 114 pif at 20.23 zero Positioning Tolerance. BC:From 4 pif at-2.89 to 4 pif at-2.75 BC:From 20 plf at 0.00 to 20 plf at 19.98 170 mph wind,15.00 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.75 to 4 plf at-0.83 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:906.00 Ib Conc.Load at 7.83 Wind loads and reactions based on MW FRS with additional CB;C member design. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [22] W 3X4 2.75 R 1.25 [23] W3X5 2.25 R 1.25 [24] W4X5 3.25 R 1.25 + [26] W 1.5X4 S 2.25 T10" 'T' 1Z1"12 8'6- -" 12'1"4 in 8 6" u13xa rntO iv 12 Oo3 6 X5 p 0 H0714 = X4 =O3X5 23 1 T =3a TN 11274 01.5x4 __'ZF W1.5X4 W1 3X -3X6 11r4„'Q -p fV fV 11 101.5X4 �4X10 =7X6 �3X4[22] m4X5[24] 1111.5X4[26] 20'10"12 2-2"10 207"12 R=22169 U=864#RL=427/-254#W=8" R=1698#U=638#W=3' (Rigid Surface) (Rigid Surface) OH LEFT RAKE=3'0"15 SEQ= 465415 PLT.TYP:WAVE DESIGN CRrT=FBC7THED20201TPP014FT/RT-10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TCLL 40.Opsf REF Trusses require enrems rare in fabricating,handling,shipping,Installing and bracing.Refer to and follow the latest edition of BCSI(Build! Component Safsy Nfonnatian,by TPI and WTCA)for safety _ practices prior to performing these functions. ns ells a atuu provide temporary bracing per BCSL TC DL 15.0 psf DATE Unless noted otherwise,top chord shall have properly attached structural sheaWrg end bohom chord BC DL 10.0 psf shelf have a property atached rigid oeliing.Locations shown for permanent Inlerd restrdnt ofwebs DRW G 09-09-2021 shall have bracing installed per BCSI sections B3,B7 or 810,as applicable.Apply plates to each face f truss and pasihon as shown above end on the Jdnl Detags,unless noted otherwise. 1R,rp, Refer to drawings 160AZ for standard plate positions. BC LL O.Opsf �7 rrw Building components Group Inc.shall not be responsible for any deviation from wa drawing. any failure to build the truss in conformance with ANSYTPI 1,or for handling,shippi g,installation 65.Opsf O/A LEN. 200712 a bracing of trosses. TOT.LD. MA coo 9714M A goal on this chewing or oover pegs 0sting We drawing,Indlates amptana of profeeNonal $AXI�)V78-r far needng mponel6Nty sofsly forthe dgolgn shown.The eultabllty and use of Nla dravdng =31VASHQ'MlAL96VEL for any structure[a the responall,111ty of the Building Designer per MSVTPI 1 Soa4l. DUR.FAC. 1.00 JOB#:21344_II i�S�AN0BM' ,FL Formae Information w.tpiee sJob'sgereral CA.'w es page bcIndu try.ca web sites: g SPACING 24.0" TYPE MONO nWBCG:www,IN+D<g.conc TPI:www.tpinstog;WTCA:wvm,.sbcindustry.crom;[CC:www.lccsafe.a Job:21344 11 /B20 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T1 2x4 SP#2; (1)-plates so marked were sized using 0%Fabrication Tolerance,0 degrees Rotational Tolerance,and/or Top 2z6 SP SS zero Positioning Tolerance.Webs 2x4 SP#3 W 1 2x4 SP SS; W2,W 5,W 15 2x4 SP#2; Wind loading based on both gable and hip roof types. Lt Bearing Leg:2x8 SP SS:Lt Level Return:2x4 SP 93; Calculated horizontal deflection is 0.17"due to live load and 0.12"due to dead load. All plates are 3X4 except as noted. Special loads (a)Continuous lateral restraint equally spaced on member. -(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) JT PLATE LATERAL CHORD TC:From 114 plf at-2.89 to 114 plf at 27.00 No SIZE SHIFT BITE BC:From 4 plf at-2.89 to 4 plf at-2.75 [13] W4X12 3.25 L 1.25 BC:From 20 plf at 0.00 to 20 plf at 26.75 [14] W4X5 3.00 L 1.25 PLB:From 4 pIf at-2.75 to 4 plf at-0.83 [24] W 3X4 2.50 R 1.25 TC:906.00 lb Conc.Load at 7.83 [28] W4X5 3.25 R 1.25 [29] W4X6 2.75 R 1.25 Brg blocks:0.148"x3',min.nails [30] W4X6 2.25 L 1.25 brg xloc #blocks length/blk #nails/blk wall plate [32] W1.5X4 S 2.25 2 27.418' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. ggdd �-710" 18'11" 8'6" � 18'10"8 _f 8'6' 12 T1 6 G4X5[14 saxlz Ho71a I E3 _ = �127"4 1111.5X4 e3X6 (a�J W1 ) -� MO T 181.5X 1 t/1 wz A o11'4" 1.4- N N 1 i2 1 1 1111. X4 e e e - o [32] f 2T8" _I 2-2.10 1 �i 27'5" R=2753#U=1066#RL=427/-254#W=8" R=2065# U=789#W=3" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=3'0"15 SEQ= 465417 PLT.TYP:WAVE DESIGN CRIT-FBC7THED2020ITP42014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1667 a4WARNIN014a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 40.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require tuareme rare In fabrkating,handling,shipping,installing and heading.Refer to and s ( fallow the latest edition of SCSI(Bustling Component Safety Inform W Information,by TPI end TCA)for safety_ practices pdortoperforning these functions.Installers shelf provide tenpomry bracing per BCSI. TC DL 15.Opsf DATE shag heveted raped top Chord c al n�Lopwans shown forfor lb'ral sheaahnil and bottom chord shag have bracingg installed per SCSI sections B3,B7 or B10,as pq ma.laAppy restraintl tofmbs each face BC DL 10.Opsf DRW G 09-09-2021 of truss and past an as shown above and on the Joint Details,urd-noted otherwise. 0,0 sf • Refer todawings160A-Zforstandardplatepositions. BC LL p frw Seeding can eanants Group Inc.shall not be responsible for my deviation from this drawing, anyfasuretabugdthe trues inconformance with ANSVTP11,or for handling•shipping,installation TOT.LD. 65ApSf O/ALEN. a bract g of trusses. 270500 A said on Ws drawing or cover page gawg t111s dins".Indicatesaaaptana of pmfassloal englnsadngospmslblstywlslyforthadsalgnshawn.The ultabilltymd use ofthls drawing for my sbuoWrs is the responsibllly of the Building Designer per ANSVTPI 1 Beal. DUR.FAC. 1.00 JOB M 2134411 96iiYA0L(SJda!•AL➢f.Vn. For more informsllon see this job's I general noes page and these web sues: frWeCG:vnvw,IlwDcg.cam;TPl:www,tpinsterg;lNTCA:wwx.abclntluslry.wm;CC:www.kcsafe.arg SPACING 24.0" TYPE MONO Job:21344 II /B21 G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T1 2x4 SP#2; 3-Complete lete Trusses-Re uired -Bbt�ndrrd 2xs-sP ss P Q Webs 2x4 SP#3 W 1,W 5,W 15 2x4 SP SS; W2,W3,W6,W13,W16 2x4 SP#2; Lt Bearing Leg:2x8 SP SS;Rt Bearing Leg:2x4 SP SS;Lt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails All plates are 3X4 except as noted. Top Chord:1 Row @ 3.75"o.c.Bot Chord:1 Row @12.00"o.c. Special loads Webs :1 Row @ 4"o.c. -(Lumber Dur.Fac.=1.00!Plate Dur.Fac.=1.00) Repeat nailing as each layer is applied.Use equal spacing TC:From 114 pif at-2.89 to 114 plf at 8.13 between rows and stagger nails in each row to avoid splitting. TC:From 584 plf at 8.13 to 584 plf at 27.00 (1)1/2"bolts may be used for(1)0.148"x3",min.nails on BC:From 4 plf at-2.89 to 4 plf at-2.75 The Bottom Chord Only. BC:From 20 at 0.00 to 20 plf26.71Provide hanger or special connection at right end of truss for 7878 lbs. PLB:From 4 plfit at-2.64 to 4 plf att-0.83 TC:906.00 lb Conc.Load at 7.83 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Calculated horizontal deflection is 0.16"due to live load and 0.11"due to dead load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD 9069 No SIZE SHIFT BITE -T10" t- 18,10*8 -t [13] W4X12 3.76 L 1.25 [14] W3X6 3.50 L 1.25 [28] W4X5 2.25 L 1.25 [29] W4X5 2.25 R 1.25 -e'6" 18'10"8 [30] W 5X6 2.50 L 1.25 I 8'6" if11.5X4 R=7878#U=3181# (J) Supporting Member:(1) 12 T1 6 03X6[14 W6 o5X10 W3 =8X12 = e - 2 T W1.5x4 =3xs 2X4 ,�' T 12, m1.sx W1 W2 W w1 W1 w1s T11'4" f RVI 0 x4 (I-- 2T8" _I 2-2"10 "a 2T4"8 R=5808#U=2323# RL=424/-254#W=8" (Rigid Surface) OH LEFT RAKE=3'Or'15 SEQ= 465433 PLT.TYP:WAVE DESIGN CRn=FBC7THED2020rrPW014Fr/RT=10%(0%)/5(0) QTY=1 PLIES=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.1667 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 40.0 Sf REF A "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require mdreme rare In fabricating,harming,shipping,Installing and bacing.Refer to and follow the latest edition of SCSI(B ild ing component saroly Infomafion,by Tot and WrCA)for safety practices prior to pedorming these fun ctions.Installers shall provide tenporary bracing per SCSI. TC DL 15.0psf DATE ----� --�q UNess noted otherwise,top chord shag have properly attached structural sheaW ng and bottom Nord R.. shag have a property attached rigid Ving.L7VGns shovm for pernanenliaterel msbaintofwebs BC DL 10.0psf DRWG 09-09-2021 shag have bracing installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each face f truss and position as shown above and on the Joint Details,urdess noted otherwise. BC LL p' Refer to drawings 160AZ for standard plate positions. 0.0yl'��Sf m - rTW Buimrg Corrponan%Group lnc shall not be responsible for any deviation from this drawing, any falh re to build the buss in conformance with ANSPTPI 1,or for handling,shipping.Installation S bracing of trusses. TOT.LD. 65.O psf O/A LEN. 270500 TM(we 971am A Beal on this dmving or Dover page ge0ng this dralng,Indicates sbaplana of prolsulaei FAM�3} anglneedng ruponal6Nty solety for he deign ehawn,TM eultabllty and usa of thle draWng for any Mature is the responsibility efthe Building Designer per ANSVTPI 1 Sea,4, DLIR.FAC. .00 JOB#:2134411 �319YAi1C�7f1ALRVQ' For more Information see this Job's general notes page and these wab sites: EIEUICSeFL33f)" FMCG:wwvr.Ibvbcg.cumTPI:www.Ipinslorg;WTCAwww,sbcinduaby.com;ICC:www.iccssfa.org SPACING 24.0" TYPE MONO Job:21344 11 /B22 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS Wind loads and reactions based on MWFRS with additional C&C member design. —Bet chord2x6 SP SS Webs 2x4 SP#3 W2 2x4 SP#2; (1)2x6x15-6-0 x SP SS Bottom chord scab centered 7-9-8 from left end.Attach to one face of chord with(3)rows of Lt Bearing Leg:2x4 SP#3;Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; 0.148"x3",min.nails @ 6"oc,staggered 3". 170 mph wind,15.99 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Calculated horizontal deflection is 0.14"due to live load and 0.21"due to dead load. (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [51 W 2X4 S 2.25 [61 W 3X4 1.75 R 1.25 [191 W 3X4 2.25 R 1.25 1 T6" F 167 [22) W 1.5X4 S 2.25 Provide hanger or special connection at left end of truss for 1716 lbs. 114X ) 12 6 g3X4 III 1.5X4 SBXB a3X4 0 06X8 T ED ZD N6X8 in ) �3X6 1111.5X4=1.5X4(R)W T 1111.5X4 1z, zxa 6' L ,_,11'8"4 T N 111 e e 4[22) r- 2T8" -1 2T4"8 22.10 R=1716#U=752# RL=428/-466# (J) R=1903# U=859#W=8" (Rigid Surface) OH LEFT RAKE=3"15 OH RIGHT RAKE=2'11"15 SEQ= 465358 PLT.TYP.-WAVE DESIGN CRIr=FBCIFTHED2020rrPF2014Fr/RT=10%(0%)/5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.1667 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TCLL 30.Opsf REF Trusses require edrenre care In fabricating,haMing.shipping,Installing and bracing.Refer t end s follow the latest edition of SCSI(Buildin Component Safety Information,by TPl and wrCA)for safety practices prior to perfomdng these fun a�ne Installers shall provide temporary bracing per BCSL TC DL 15.0 psf DATE -- Unit,a noted otherwise,top chord shall have properly attached structural sheathing and botto chord shal%ve a properly attached rigid ceNng.Locations shown for pertrenenl lateral restraint fwebs BC DL 10.Opsf DRWG 09-09-2021 shall have bracing installed per SCSI sedans B3.B7 or 510,w applicable.Apply plates to each face f bass and position as shown above and on the Joint f Detatis,urdess noted otherwise.Refer to drawings 160A-Z for standard plate postpone, BC LL O.O psf my Building components croup Inc.shall not be responsible,for any demotion from this drawing. any failure to build the truss in conformance with ANSyrPI i,or for handling,shipping,Installation 8, cIngofwsses. TOT.LD. 55.Opsf O/A LEN. 270500 TWA 9P75-3= A Boo]on this dordng or cove pact listing this dnwlng,Indleetss acceptance of professional g�yg� f?711 G9 J engineering raspon.lbIlltywleyforthe design sham,Thesuifebllllyandtssofthledrawing 1.25 JOB#:21344 II �agrw>":csAmAaet�m. for any swawreI.the re.ponemmlyofth.BaadmaDoulonerp.rANSVIPllBsoa. DUR.FAC. _ For mare Information see this job's general notes page and these web sites: mv6CG:www.Itwbog.con;TPl:www.tpmstcrg;wick www.sbanduaby.a ICC:www.lcasafe.org SPACING 24.0" TYPE COMN Job:21344 11 /B23 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x6 SP SS Webs 2x4 SP#3 W1 2x8 SP SS; Rt Bearing Leg:2x8 SP SS;Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; 170 mph wind,15.32 ft mean hgt,ASCE 7-16,CLOSED bldg.Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Special loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loading based on both gable and hip roof types. TC:From 94 plf at-2.22 to 94 p[f at 37.22 BC:From 4 p[f at-2.22 to 4 plf at-2.01 Calculated horizontal deflection is 0.14"due to live load and 0.22"due to dead load. BC:From 20 plf at 0.00 to 20 plf at 14.83 BC:From 60 plf at 14.83 to 60 plf at 22.83 (a)Continuous lateral restraint equally spaced on member. BC:From 20 plf at 22.83 to 20 plf at 34.33 BC:From 4 plf at 37.01 to 4 plf at 37.22 Bottom chord checked for 10.00 psf non-concurrent live load. PLB:From 4 p[f at-1.93 to 4 plf at-0.17 PLB:From 4 plf at 35.16 to 4 plf at 36.93 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Wind loads and reactions based on MW FRS with additional C&C member design. (1)2x6x8-7-0 x SP SS Bottom chord scab centered 18-10-0 from left end.Attach to one face of chord with(3)rows of 0.148"x3",min.nails @ 6"oc,staggered 3". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [4] W 1.5X4 S 2.25 [10] W7X6 S 4.75 [31] W3X5 2.00 L 1.25 Page overflow in note placement.(RdNot) - -1811"8 167 111.SX4 12 3X4 �3X4 6 p '3X4 147X6 `* 0 W1 8X8 1111.5X4 1113X6(-) �6X10 s3xa 1y 11'4" �5X6(R1.SX4- - - (S1) - - =3X6 s T " $ 1'4• fAbL1uj ' ` a[34]014LSX4 4n1z 011.5X4[4] 18- - - N 22 qqr 35' 2 QQ R=-132#Rw=50# U=779 RL=616/-580# NAILED R=2361#U=1033##W=8" R=2384# U=1039#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=2'11"15 SEQ= 465346 PLT.TYP.-WAVE DESIGN CRIT=FBC7THED2020frK2014FT/RT=10%(0%)/5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.0981 'WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING[ j "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eArera care in fabricating,handing,shipping,inslading and bracng.Refer to and - j -L" ,_ blow the latest Bditlon of SCSI(e fun s.lost ll.Safely Inrormation,by TPI brae ng par for safety •�--_'4p,�_ prbrcticas pder to penomdng these runNans.Installers shdlproNtle lerrpomry bmdng per BCSL TC DL 15.Opsf DATE Urdess noted otherwise,top card shall have properly attached sbudural sheahng and bottom chard wry V shad have a property attached rigid willing.Locations shown forpem®nand lateral restraintofwebs BC DL 10.0psf DRWG 09-09-2021 .`S�'d shag have bmcngg inslallad per SCSI secgons B3,e7 or B10,as epplirabie.Appy plates to each lace o!truss and positbn a hewn above and an the Jdnl Detects,udess noted otherwise. • RefertotlrawingslfiOAZfora=anlplatepositions. BC LL O.Opsf fTW BUAdng Components Group Is shad not be responside for any devlatim from this drawing, any fadure to build the buss in coMorrrana with ANSVTPI 1,or for handling,shipping,installation &bracing of"was. TOT.LD. 55.Opsf O/A LEN. 35 A seal a this drawing or ewer page dedng fNe dmMg,Indlu*maptma of professional VA " M mglneedng nepone�0lty eoley fortha dnlgn shown.Th.au0ablllty,and uas of thle drawing yslarAID:1a'JnaAi.nva for myabuotutele the reeponelbgltyofthe Building Deelpnar par ANBVTPI.1.BacL DUR.FAC. 1.25 JOB#:21344_11 � i .. For more Information see this job's general notes page and these web sites: �-�'. ITWBCG:wwwAwkg.concTPi:www.tpmsl.erg:wrCnwww.skmdusby.cem;ICC:www.iccsele.org SPACING 24.0" TYPE HIPS Job:21344 11 /B24 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x6 SP SS Webs 2x4 SP#3 W 1 2x8 SP SS; Rt Bearing Leg:2x8 SP SS;Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; 170 mph wind,15.28 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11.EXP D,wind TC DL=5.0 Special loads psf,wind BC DL=5.0 psf.GCpi(+/-�0.18 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loading based on both gable and hip roof types. TC:From 94 plf at-2.22 to 94 plf at 37.22 BC:From 4 plf at-2.22 to 4 plf at-2.01 Calculated horizontal deflection is 0.14"due to live load and 0.22"due to dead load. BC:From 20 plf at 0.00 to 20 plf at 14.83 BC:From 60 plf at 14.83 to 60 plf at 22.83 (a)Continuous lateral restraint equally spaced on member. BC:From 20 plf at 22.83 to 20 plf at 34.33 BC:From 4 plf at 37.01 to 4 plf at 37.22 Bottom chord checked for 10.00 psf non-concurrent live load. PLB:From 4 plf at-1.93 to 4 plf at-0.17 PLB:From 4 plf at 35.16 to 4 plf at 36.93 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Wind loads and reactions based on MW FRS with additional C&C member design. (1)2x6x8-7-0 x SP SS Bottom chord scab centered 18-10-0 from left end.Attach to one face of chord with(3)rows of 0.148"x3",min.nails @ 6"oc,staggered 3". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [4] W 1.5X4 S 2.25 [10] W7X6 S 4.75 [31] W3X5 2.00 L 1.25 '•'Page overflow in note placement.(RdNot) 1878 16' -I III5X6(R 011.SX4 12 p;3x4 03X4 6 p ga3X4 C7X6 b G8x8 1111.5X4 W1 �6X10 103xs(") 114" 1111.5X4 (S1) �3Xs -r ,y � $ 1147 - - - - =3X6 4 4[34]ul�sx4 j ig"1z 1N6 j= 35' 22�1Q z2�Q R=-132#RIw=50#1 U=77#RL=615/-578# NAILED R=2361# U=10411#"W==18° R=2384#U=1046#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=2'11"15 SEQ= 465340 PLT.TYP:WAVE DESIGN CRR=FBC7THED2020rrPP014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.0981 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require ewreme care In fabdcating,handling,shipping,Installing and bracing.Refer to end follow the latest edition or SCSI(Buildin Component Safety womation,by TPl and WrCA)for safety practices poor toperfomtlnglheserunp�ns m:lane.WWIprewdetemporarybradngWSCSI. TCDL 15.Opsf DATE Unless noted otherwise,lop chord shall have properly attached s,nrctural sheathing and bottom chord _ shag have a property attached rigid calling.Locations shown for permanent lateral rearalet or web, BC DL 10.0 psf DRW G 09-09-2021 shag have bracing installed per SCSI sections 83.B7 or B10,as applicable.Apply plates to each fern f truss and posl,bn as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions BC LL O.Opsf RW Budding component,croup I snag no,be respansrole or any dew I-from this drawing, -� anyfauu,tea idthew„meonformancewithANsnrPll,orforhandling,shipping,Installation TOT.LD. 55.Opsf O/A LEN. 35 abm orwssas. TWA(9m 975-5 A goal on thla drawing or ccvar papa Iladng Wa dmMg,Indlutoo aaaptanpa of proholorW FA2s ?}yja�� �nglnndngmpons@IlltywhlyforNidulgnahown TheouiNbtiltyandusorthlodmNng 3OMFMCENTRA R�,q, for myfruil wrolathalnponalblutyoftheBWdIngDuknorparANsyrIpl.l.eaa.2 _ DUR.FAC. 1.25 JOB#:21344_11 � F FL rrWBCG:wwFor more information see this job's general notes page and these web sites: BEACEL wJtwbeg.eomTPl:www.tpm,t.org;WrCAwww.sbcladustry.eom:CC:www.Iccsafe.org SPACING 24.0" ITYPE HIPS Job:21344 II /B25 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x6 SP SS Webs 2x4 SP#3 W 1 2x8 SP SS; Rt Bearing Leg:2x8 SP SS;Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; 170 mph wind,15.00 ft mean hgt,,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Special loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loading based on both gable and hip roof types. TC:From 94 pit at-2.22 to 94 plf at 37.22 BC:From 4 plf at-2.22 to 4 plf at-2.01 Calculated horizontal deflection is 0.13"due to live load and 0.21"due to dead load. BC:From 20 plf at 0.00 to 20 plf at 14.83 BC:From 60 plf at 14.83 to 60 plf at 22.83 (a)Continuous lateral restraint equally spaced on member. BC:From 20 plf at 22.83 to 20 pit at 34.33 BC:From 4 pit at 37.01 to 4 plf at 37.22 Bottom chord checked for 10.00 psf non-concurrent live load. PLB:From 4 plf at-2.01 to 4 plf at-0.17 PLB:From 4 plf at 35.16 to 4 pit at 37.01 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Wind loads and reactions based on MW FRS with additional C$C member design. (1)2x6x8-7-0 x SP SS Bottom chord scab centered 18-10-0 from left end.Attach to one face of chord with(3)rows of 0.148"x3",min.nails @ 6"oc,staggered 3". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [41 W 1.5X4 S 2.25 [10] W7X6 S 4.75 [35] W 3X5 3.25 R 1.25 Page overflow in note placement.(RdNot) 16'9"8 4W-{ 14' =j =6X6 .SX4 T12 �3X4X4 03X4 6 ,3X4 C7X6 tc v g8X8 '�° 1111.5X4 o W_ - - @ - - "6X10 to 1113x5(") 11'4" (1111.SX4 (S1) =3X6 ®3X5 14 ,y {' f5X6 R - _ _ _ 4[38] II� 5 mt5x4[4) - m - - 1N8 2 qr 35 -I R=131#Rw-49# U=74#RL=557/-521# NAILED R=2361#U=1031#W=8" R=2383#U=1036#W=8" (Rigid Surface) (Rigid Surface) i OH LEFT RAKE=2'3" OH RIGHT RAKE=2'11"15 SEQ= 465334 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrPp2014FVRT=10%(0%y5(D) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.0981 eeWARNINGIe'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF �=�_ Trusses require eldreme care In fabrlca l haMing,shipping,Installing and bract g.Refer to end - logowthelatosteditlonofBCSI(.....diilngCompanentSafoylnfomagon,by7PIandWrCA)for safety TC DL 15.Opsf DATE preeuces pd.,a pedermng rn ns.InstNlere snail proviae ferrporen brocng r ecsl. UNess noted otherwise,top chord nail have properly attuned sbuc,",sh" ng anbogom chord shag have a properly attached rigid wiling.Locations shwm for permanent fat!resbelnlolwsbs BC DL 10.Opsf DRWG 09-09-2021 shag have brocin,instated per BCSI sections B3.B7 or B10,as applicable.Apply plates to each faco of truss end position as shown above and on the Joint Details,uNess noted otherwise. Refertodrawingsl6DAzforstandardplatepositions. BC ILL O.Opsf rrW Building Convonenls Group Inm shag not be responsible for any deviation from this dr wing, any fail to build the buss in confortrence with ANSVTPI 1,or for handling,shippirg,h asuatiun ure b-igof busses. TOT.LD. 55.Opsf O/A LEN. 35 IAVIA Me 974-m" Aesal on W lrlg s daaw or cover page gating We drawing,Indicates amptena of professionalFAMf"O 74-,=`dal esglnesdng responalbigb eelely for the design shown.The aultabglh and ueeafthle drawing severw¢fc(SJrfaAl.n\ro. for any struawnla the responalbgltya the SutdingDeelgnerperMSIrrP1.lSec.4. DUR.FAC. .25 JOB#:21344 11 Far more Infommton sae this lob's general notes page and these web sites: �C9h fAEVS�HgG FL 938" nWBCG:www.11wbcg.wrrcTPI:www.tpiostarg:WTCIAwww.sbcirdusby-nn;IMwww.owafe.eg SPACING 24.0" TYPE HIPS Job:21344 II /B26 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS T3,T4 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 B1 2x4 SP SS; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 1 2x8 SP SS;W2 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Calculated horizontal deflection is 0.24"due to live load and 0.21"due to dead load. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. (2)2x6xl3-2-3 x SP SS Top chord scabs centered 3-10-9 from left end.Attach one to each outer face of chord with(3)rows Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. of 0.148"x3",min.nails @ 12"oc,staggered 6". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [41 W 6X6 S 2.25 [25] W3X4 2.75 R 1.25 16W 8'4" 12' 1115 a T3 = (6 67X6 �3M 12 6 p (a) T4 v 0 °o e -4X10 HI1.5X4 (a) 1111.SX4 T HISS 331 =3X6 �3X4 1 �11'4" T N <_2 a�2 61 e a X4 t1 1 1 9'7"14 PA i 37' 2;10 � 2-10� R=2057# U=988#t1RL=531/-448#W=8" R=2297#U=1085#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=23" OH RIGHT RAKE=3'0"15 SEQ= 465317 PLT.TYP:WAVE DESIGNCRIr=FBCTTHED2020rrM014FT/RT=10%(0%ye(D) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 30.Opsf REF i Trusses require eAreme care In fabricating,handling,shipping,installing and bracing.Refer to and s fogow the latest edition of SCSI(Building component Safely Information,by TPI and wrCA)for safety TIC DL 15.Opsf DATE practices prior to perfom hag ing these functions.Installers s provide lerrporary bracing per BCSI. ^-- — UNess noted otherwise,lop chord shall have properly attached structural sheathing and boB«n chord 1?�r'p!T$lTf7f4hR'�P.� shag have a property attached rigid caging.Locatiom shown for pennarenl lateral restraint of webs BC DL 10.Opsf DRWG �9-09'2021 "Y�f7d7S9'�'.{y{�+. shag have bracing installed per BCSI sections B3,B7 or BID,as applicable.Appy plates to each face f Wss end position as shorn above and on the Joint Details,uNess noted otherwise. MAL= Refer to ..gs 160FZ for standard plate positions. BC LL O.Opsf rrw--nil Corrponenis croup Inc.analf not be responsible for any deviation from this drawing, y ay faaure to bugs na truss in conformance with ANsorPI 1.or for handing.shipping,Installation breelrgeftmasea. TOT. 55.Opsf O/A LEN. 35 TWA(9m 97 A ail on this dn"[19 or cover page gating this drawing,Indicates acceptance of profeselonel FAMJR549-7B-,..4m englnadngtuponalbNtyalery for the dalgnshwm The sultablltyand time of this diswing DUR.FAC. 1.25 JOB#:21344_II 96v5TAl�(Sx71A7.nVA for any structure is the lnponalblilty,of Ne Bulding DNlgner per MSUTP14 Baca, For nare Information see this job's general notes page and these web sites: POMPANO Wwmii,FL rrWBCG:wwwAwbcg.corrtTPI:www.tpinstorg:WTCAwww.sbcinduatry.can:ICC:www.locsefo.org SPACING 24.0" TYPE HIPS Job:21344 II /B27 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS T3,T4 2x4 SP#2; (1)-plates so marked were sized using 0%Fabrication Tolerance,0 degrees Rotational Tolerance,and/or Bot chord 2x4 SP#2 zero Positioning Tolerance. Webs 2x4 SP#3 W 1 2x8 SP SS;W2 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0,18 Wind loads and reactions based on MW FRS with additional C&C member design. Calculated horizontal deflection is 0.27"due to live load and 0.23"due to dead load. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. (2)2x6x16-7-11 x SP SS Top chord scabs centered 5-3-15 from left end.Attach one to each outer face of chord with(3)rows Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. of 0.148"x3",min.nails @ 12"oc,staggered 6". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [6] W4X5 2.25 R 1.25 [24] W 3X4 3.00 R 1.25 I 14'8" 12'4" 11Y T3 6 12 13X4[24] 6 � (S1)<7X6 o T4 v A O (a) (a) %4X6 1111.5X4 m1.5X4 T s8x12(W1 (a) ®3x6 43X4 1 � 11'4" W2 9 7 N 1-4 I ^n_2 �� 11 a e e 6 1 1 1 1 97"14 t� 37' 2ao R=2057# U=990#RL=475/-393#W=8" R=2297#U=1088#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=3'0"15 SEQ= 465688 PLT.TYP.-WAVE DESIGN CRrr-FBC7THED2020rrK2014Fr/RT-10%(0%)/6(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e#reme care in fabricating,bandting,shipping.Installing and bracing.Refer to and follow the latest iar ediOonning these se hi n ns.Installers s"Irety p rortre ternpoon,by TPl end ng per for safety practices the to di on of S SI(B ildig cs Installers shell provide tenpomry bracing per BCSL TC DL 15.Opsf DATE Uri—noted otherwise,lop chord shall have propody attached strudural sheaWng and bottom chord O.O Sf shall have a property attadied rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each face BC DL p DRW G 09-09-2021 f buss end positbn as shown above and on the Joint Details,unless noted otherwise. O.OpSf Refer to drawings 16OA-Z for standard plate positions ITW Building Corrponents Group Inc.shall not be responsible for any deviation from this drawing, BC LL jany failure to build the truss in confornnance with ANSVTPI 1.or for handjIng,shipping,installation &bracing of trusses. TOT.LD. 55.Opsf O/ALEN. 35 'AWA(9M 97 *M Autl on this drswing or cover page Ildq this drawing.Indicates aweptmee of proNedonal gAXr •*gam engineedngteepondbllity solely for the design shown.Thesulebmtyenduesofthledrewing DUR:FAC. 1.25 -JOB-#:21344-II farany etrucbrre is the reeponslitft of the Building Designer per ANSVrPI 1-Bsc.2 _ it t .G For more Inforrmtion see this job's general notes page and these web sites: n WBCG:www.itwbcg.com TPI:www,tpinsLorg:WTCA ww 1,cindustry.com;ICC:www.lcasafo.og SPACING 24.0" TYpE HIPS Job:21344 11 /B28 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x6 SP SS; (I)-plates so marked were sized using 0%Fabrication Tolerance,0 degrees Rotational Tolerance,and/or Bot chord 2x4 SP#2 zero Positioning Tolerance. Webs 2x4 SP#3 W 1 2x8 SP SS;W 2 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.25"due to live load and 0.21"due to dead load. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. (2)2x6x14-4-14 x SP SS Top chord scabs centered 4-3-15 from left end.Attach one to each outer face of chord with(3)rows Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. of 0.148"x3",min.nails @ 12"oc,staggered 6". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [7] W3X5 S 1.75 [25] W3X4 3.00 R 1.25 12'8" 12A" 2' 10, �{ =5X6 1%5X6 R Q3X4[25] 12<V5� j 6S4X6 111.5X4 =3x6 1111.5X4 TBX12(IV1 `13X4 'L11'4" T 1 N,.,.p( a 9'7"14 6 f" f 37' 2a° 2 R=2057# U=990#RL=473/-392#W=8" R=2297#U=1083#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=3'015 SEQ= 465691 PLT.TYP:WAVE DESIGNCRfr=FBCTTHED202orrK2014Fr1RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require extreme rare in fabricating,handing,shipping.Installing and bating.Refer to end s -- follow the latest edition of SCSI(Building Component safety Information,by TPI and WrCA)for safety �a practices prior to performing these functions.Installers shall provide terrpoary madrhg per cost. TC DL 15.Opsf DATE :sB`=--- - —= unless noted othemse,top chord shall have properly attached structural sheathing and bell=chord shall have a propeilyaoached rigacelnng.Locations shown for permanent lateral restraint of webs BC DL 10.0 Sf DRWG 09-09-2021 shan have bracing installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each race rr��P f buss and pool on as shown above and on the Joint Detatis,unless noted otherwise. BC LL r+ Refer to drawings 16OA-Z for standard plate positions. 0.0 Sf ITW Building CangonenLl Gaup Inc.shall not be responsible for any deviation frorn Ude dewing, y fa3uretobuild Netassinconformance with ANSVTPI 1,or far handing,shipping.installation TOT.LD. 55.Opsf O/A LEN. 35 braNng of busses. q•�f�p Aeeel on this drawing or cover page Owing this dtlwing,Indicates eaeptena of prohealonei _ _ g�gz 1}rg� englnwdng npom@111ty eobly forthe dnlgn Shawn,The eultebOlty and ues of thla drrMng DU R.FAC. 1.25 JOB#:21344 I I gayy��AyELVM. for any etruoWri lilhinipone160tycfthe Bull Irg Doollim per AN8yTP11 Beo3, For more information sea this Job's general notes page and these web sites: n WBCG:www,twbcg.corrxTPl:wwwJpinstorg:WTCA www.abtindastry.t_:ICC:www.iccsafe.arg SPACING 24.0" TYPE SPEC Job:21344 II /B29 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Ti 2x6 SP SS; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 1 2x8 SP SS;W2 2x4 SP#2; Fit Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Calculated horizontal deflection is 0.24"due to live load and 0.21"due to dead load. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. (2)2x6x12-2-1 x SP SS Top chord scabs centered 3-3-15 from left end.Attach one to each outer face of chord with(3)rows Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. of 0.148"x3",min.nails @ 12"Gc,staggered 6". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [6] W 5X6 S 1.50 [27] W 3X4 3.25 R 1.25 [30] W4X6 2.50 R 2.25 10'8' 12'4" 4' 110, =5X6 v 5X6 R 181 O3X4[27] 12 T1 6 (S�5X6[6 (a) (a) 64X1611,5X4 x4 3X6 1111.�3X4 +r T l Illsso03l T 1to 11'4" V a _ En 1 1 )[30] MbAb 7 14 Y 37' 2f10 R=2059# U=991#GIRL=461/-3M#W=8' R=2258#U=1064#W=8' (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=27"15 SEQ= 465696 PLT.TYP:WAVE DESIGN CRfr=FBC77HED2020rrM014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF I "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eldreme care in fabricating,hanAing,shipping,Installing and bracing.Refertoond ow y [ foll the latest edition of SCSI(Building Component Safety Information,by TPI and WiCA)for safety practices prior to performing those fun ctio na Installers shall provide tenporery bracing per BCSI. TC DL 15.0psf DATE Unless noted otherwise,lop chord shall have property attached structural sheathing and bell=chord T°AT shall have a property attached rigid calling.Locations shown for permanenl lateral resueintofwebs BC DL 10.Opsf DRWG 09-09-2021 shall have bracing btstalled per SCSI sections B3,B7 or B10,as applicable.Apo Dlates to eaGi face Rf buss end position as shown above and on the Joint Details,unless noted otherwise. 0,0psf arer to drawings160XZforstandardplatepoeltions. BC LL ITW Building Corrponenis Group Inc.shag not be responsible for any deviation frorn this drawing, anyfailuretobuild Ne Wssinw m nfoancewith ANSV7Pll,orfor handling,sipping•installation&bracing f busses. TOT.LD. 55.Opsf O/A LEN. 35 o TWA(gran 971-3= A Asti on We drawing or cover papa 11"We drawing,Indicates acceptance of p oiuelo cal g _� ;}yf�y anglnaadng rupone@Wty soleVor the design shown.The autUbillryand,uu ofthle drawng - foranyabuchinlilMlnponaIbNtyofthi8O in a Da aignarperANSnPI18aa2 DUR.FAC. 1.Z5 JOB#:21344_II du1917A WC XNXX"VLVM. For more inforrregon see this Job's general notes page and these web sites: MAMhNo ERACB.PLUM rrMCG:www.ilwbcg.wm;TPI:www.tpinstorg;WrCkvvWw,sbclndusby.com;ICC:www.lccsafe.org SPACING 24.0" TYPE SPEC Job:21344 II /B30 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x6 SP SS;T2 2x4 SP SS; (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP SS 131 2x4 SP#2; Webs 2x4 SP#3 W 1 2x8 SP SS;W 2 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Wind loading based on both gable and hip roof types. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Calculated horizontal deflection is 0.30"due to live load and 0.25"due to dead load. Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. (2)2x6x9-11-3 x SP SS Top chord scabs centered 2-3-15 from left end.Attach one to each outer face of chord with(3)rows Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. of 0.148"x3",min.nails @ 12"oc,staggered 6". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [9] W4X5 2.25 R 1.25 [23] W3X10 2.75 R 1.25 [24] W3X4 3.00 R 1.25 1Z4" 6' 10, ►{ =5X6 cH - at T2 %5X6(SRS)(R -,3X4[24] 12 Q 6 p(S1) o T1 (a) (a) C4X6 (a) U11.5X4 y8X12('•)(Iv1 =3X6 101.5X4 T (a) a3Xa 1 __(�11'4" W2 �� T' N 11'12 1.W <z �� liftB1 e a - o 6 1 1 1 97"14 37' 2;10 I1 R=2057# U=990# RL=473/-392#W=8' R=2297#U=10829 W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=3'0"15 SEQ= 465700 PLT.TYP:WAVE DESIGNCRIr=FBC7THED2020rrPL2014Fr1RT-10%(0%)IS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require o#reme care in fabricating,handling,shipping,Installing and bracing.Refer to and s j fallow the(stoat odilion of BCSI(Building component Safety Information,by TPI and WTCA)for safety practices pdor to perforaing these functions.Installers shall provide terrporary bracing per BCSL TC DL 15.0 psf DATE --'—. ----'= ----� Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chard shag have a property attached rigid ceiling.Locations sho for permanent lateral restraint of webs shah have bracinginstalled applicable.Apply latex to each race BC DL 10.Opsf DRW G 09-09-2021 ' per above the r810,a5 f truss and position as shown above end to the Joint Delans,unless noted otherwP a. BC LL p ' Refer W Building dahvi onnponents rstandGroup I N plate positions. 0.0 re f Tf W uret b Cd the tr ses Group Ins,span not be responsibleor for any deviation from this drawing, `sj racing oftaisethe buss in conformance rriN ANSUTPI I,orfor handling,shipping,installation TOT.LD. 55.Opsf O/A LEN. 35 8 bracing of oases. tBlg($Y, )5rP 4 Auttl anri pahlit dmMgoroowrpegsNtngh droving,Indiuhuoapbnnof ra ntlontl DUR.FAC. 1.2Jr JOB#:21344_I for any tine lade mipohjyfor Neduipn-dhown.Neighe h. per Illy MSIrnduuo02.dnwlnp for any�trticturiuth�nppon�ltilpq of thiButdNg Oulpn�r per MlByrPl18�p9. ffi9PASK�J7tA7.>n\71 For rare infortlmtion sae]his job's general notes pogo and these web sites: romm '>'�tlwa�T?'s.a aft nWBCG:wow.ltwbcg.cam;TPewww.tpinscorg:wrcA, w bandusby.can;lccw Icceafo.org SPACING 24.0" TYPE SPEC Job:21344 11 /B31 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS T3,T4 2x4 SP#2; (1)-plates so marked were sized using 0%Fabrication Tolerance,0 degrees Rotational Tolerance,and/or Bot chord 2x4 SP#2 B2 2x4 SP SS; zero Positioning Tolerance. Webs 2x4 SP#3 W 1 2x8 SP SS;W 2,W 7,W 8 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; (•')1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.24"due to live load and 0.20"due to dead load. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. Calculated vertical deflection is 0.55"due to live load and 0.47"due to dead load at X=10-8-4. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD (2)240-8-6 x SP SS Top chord scabs centered 1-3-15 from left end.Attach one to each outer face of chord with(3)rows of No SIZE SHIFT BITE 0.148"x3",min.nails @ 12"oc,staggered 6". [171 W5X8 3.00 R 1.25 [18] W4X8 3.75 R 1.25 [26] W3X4 2.75 R 1.25 1 61" { 124" + 8' 110, —•i =5X6 T3 ,p%4X8[18 63X4 T4 T 12 58X10 =3X4 ar W 1 (a) 144X12 W1(S1) (a) W7 N1.5X4 1111.5X4 T io p8X12(I (a) =3X6 143X4 1 11'4" W2 T N 1I tt•� T4. 1 — e a X4 1 1 1 1 g'7"14 peal B2 —{1} I. 37' I I Yt1 i0 2 R=2057# U=990#RL=473/-392#W=8' R=2297#U=10829 W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=ZY OH RIGHT RAKE=3r0"15 SEQ= 465707 PLT.TYP:WAVE DESIGN CRIr=FBC7THED2020RPF2014 FT/RT=10%(0%)15(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 "WARNINGIe•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require extreme pre in fabricating,handing,shipping,Installing and bracing.Refer to and �. ___�� _____ lodow the latest perlo niSCSI(Building Component Safety InfproidetiernoTPI and WTCA)for safety(crew the prior to pedon f S these functions.nCoo ponontre shill provide temporary bro.and C Bcst TC DL 15.O psf DATE Unless,noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgld,,1ng.Lceatians shown/or permanent lateral restrelnt of webs shadhavebmcing installedperBC1. seo6ons63,B7orBW,fa applicable.Apply plates to each fa- BC DL 0.0pS DRWG 09-09-2021 rwsa and posIn as shown above and on the Joint Details,unless noted otherwise. Referto drawings 16OA-Zforstandard plate positions, BC LL O.Opsf ITW Building Cornponents Group Inc shall not be responsible for any deviation from this drawing, a nyfaluretobuildthebussinconf ricewith ANSI/TPI1,or for handing,sNpping•Installation TOT.LD. 55.Opsf O/A LEN. 35 8 brecing of trusses. TWA{yn/AD� A esal on this drawing or cover page Iledng this draMg,Indictee acceptance of professional FAEs AR9Q+7771QWa snpinesdng npomEmgeoNlyfprth�da{ M sultiblilb end Ulm oftillsdrnNng D 1 JOB# 21344 II UR.FAC. .25 :g�yy� Ay��y fonyewctunlith e niponelbNryoltheBuIgn'hown TldIngDesignerparANBUTP11W2. ra _ � �' � For more Information see this Job's general notes page and these web sites: FL ffWBCG:www.Ilwbcg.com;TPI:—Apinstog;WTCA www.sbcindustry.com:ICC:www.i—fa.og SPACING 24.0" TYPE SPEC Job:21344 11 /B32 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2x4 SP#2 B1 2x6 SP SS; Webs 2x4 SP#3 W 10 2x4 SP#2; Rt Bearing Leg:2x8 SP SS;Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails Special loads Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row 12.00"o.c. -(Lumber 94 plf t-2.25/Plate if at 2c.=1.25) Webs :1 Row 4"o.c. TC:From 94 plf at-2.22 to 94 plf at 2.67 oe TC:From 47 plf at 2.67 to 47 plf at 12.21 Use equal spacing between rows and stagger nails TC:From 94 plf at 12.21 to 94 plf at 37.22 in each row to avoid splitting. BC:From 4 plf at-2.22 to 4 plf at-2.09 Wind loads and reactions based on MW FRS. BC:From 20 plf at 0.00 to 20 plf at 2.67 BC:From 10 plf at 2.67 to 10 plf at 12.21 Deflection meets U360 live and U240 total load.Cree increase factor for dead load is 2.00. BC:From 20 plf at 12.21 to 20 plf at 34.34.33 P BC:From 4 plf at 37.09 to 4 pit at 37.22 PLB:From 4 plf at-1.97 to 4 plf at-0.17 PLB:From 4 plf at 35.16 to 4 plf at 36.97 TC:30.94 lb Conc.Load at 2.67 TC: 1.18 lb Conc.Load at 3.09,5.09,7.09,9.09 11.09 BC:41.80 lb Conc.Load at 2.67 BC:47.50 lb Conc.Load at 3.09,5.09,7.09,9.09 11.09 BC:490.54 lb Conc.Load at 12.21 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD 31i 14 p 1p p No SIZE SHIFT BITE ° + r 23715 [81 W 3X6 S 4.75 [151 W3X4 1.75 R 1.25 [251 W3X6 1.25 R 1.25 I 28" } 12'4" } 10' 10, -( EX6 T 03X6[2 Z43X4 12 _ v 6 p 3s!14X5 HI1.5X4 - - - � X6 f 011.5X4 1111.5X43X4 e o a3X4 �� ,_.�.11'4" 03X4 1 ,� T N 10, (Rg) i 1 ' 1H8 =3X4 B1 - t"1 r 35' 4 48# 48# T 2P1"8 42o 48p bap 491p R=2299# U=1753#W=8" R=2317# U=1222#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=3'0"15 SEQ= 465308 PLT.TYP:WAVE DESIGN CRrr=FBCTTHED2020rrM014FT/RT=10%(0YV5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.1250 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 1 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require extreme care In/abdcegng,handling,shipping,Installing and bradng.Refer to end 1 follow the latest oditlonofBCSI(BalldIMComponont Safety mrormation,byTPl and WroA)for safery TCDL 15.Opsf DATE practfees pdor to perfonnIng these fun ns.Installers shag provide le�omry bmdng per BCSL noted-� hriWs� vos allached structural ret chord hag havea properly attached calling.Locations hewn for permanent restraint of webs shag have bracing installed per BCSI sections B3,B7 or BID,as applicable.Apply plates to each face BC DL 10.Opsf D RW G 09-09-2021 of buss and posidon es shown above end on the Joint Detags,unless noted otherwise. BC LL O.Opsf Refer to drawin9a 760AZ for standard plate posi0ons. RW Building Components Group Yx.shall not be responsible for any devialfon from this drawing, amfailuretobugdthebuwInc-fomancewithANsurPI1.orforhanding,snipong,Inswlation TOT.LD. 55.OpSf O/A LEN. 35 bracing or trusses,ypg y Aue on Nle dmdnp or,jy fo pegs Ilsgnp Nip shown.The,Indluty nd use o th of Professrewing ul DU R.FAC. 1.25 JOB#:21344_I I rmglnMAng rnpontlblllty wl�ty farN�de.Ign BOd Thierpermavrd.uuotNb dnwlnp -- 96L7FA0t:t3'MtA1,DGVD. far any Nnl......unspondhlllty oflhp BuOdlnp Godgnprp�rMIBVTP118rra,2, � � � For more in,_.n sae Nls Job's general notes page and these web sfes: frWBCG:www,Ilwbcg.com;TPl:warw.tpinstorg;MCA:www.sbdndusby.com;ICC:wwwJ-fe.ong SPACING 24.0" 1 TYPE SPEC Job:21344 II /B33 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 —(Lumber Dur.Fac.=1.25/Plate Dur.Fac.1.25) Webs 2x4 SP#3 TC:From -0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 3.71 BC:From 2 plf at 0.00 to 2 plf at 3.71 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.94 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-155.14 lb Conc.Load at 1.41 BC:28.34 lb Conc.Load at 1.41 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE •••••BEARING ANALOG MODIFIED!"•" [5] W 1.5X4 S 2.50 -1ss# f2,3.9 _I R=31/-36# U-282#Rh=173#RL=-304# NAILED R=42/-151#U=287# NAILED 12'2" %1.5X4 12 4.24 p 111.5X4 1111.5X4 N 7 O_ tV tV 1.5X4(R III .5 4[5] 10. 1111.5X4 �3X4 Llo; w\ Y 3'1'10 { 3'8"8 �—1'S" 2e# R=297#U=287#Rh=173#RL=304#W=10"9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 465296 PLT.TYP.-WAVE DESIGN CRIr-FBC7THED2020rrM014FTlRT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "IMPORTANT"FURNSHTHISDRAWINGTOALLCONTROACTORSINCLUDING THE INSTALLERS, TC ILL 30.Opsf REF Trusses require mareme rare in fabrkating,handling,shipping,installing and bracing.Refer to and follow the latest edition ofBCSI(Building,g component Safety information,by TPl and WrCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. TC DL 15.Opsf DATE —•may Unless noted otherwise,lop chord shall have properly attached structural sheaW ng and bottom chord snag have a property attached rigid caning.Locations shown far penrmnent lateral restraint of wabs 10.0psf DRWG 09-09-2021 snasnavebracing InsUlledpe BCSI sections B9 B7 B10 as applicable Apply plate to each few BC DL Rf truss and position as shown aboveand on the Joint Details,unless noted otherwise.s O.Opsf efer to drawings 15oA Z for standard plate positions. BC LL lTw Building Components Group Inc.shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTP11,or for handing.shipping,installatbn a bracing of trusses. TpT,LD, 55.Opsf O/ALEN. 3080e TWA(1¢5Q 97 = A solid on this dmdng or aver page Iltgna We drawing,Indicates scceptena of professlael r11.fil$Zsy3 /U-r'tM— tnpineednp nspomlEtllty_solelyforthe design shawa-The suitability,sntluu of this drawing DUR.FAC. 1.25 JOB#:21344 II 3=7ASK(XMA1,B4VM krmyswcture lithe rssponslb"ofths Building DsslgnsrperANSIMPI l Ssa2, _ � .. For more Information see this Job's general notes page and these web sites: NTSLag-0s, rrWBCG:www,Itwbcg.wnr,TPl:waw3pinstorg;WTCAwww.sbclndustry.com;ICC:www.iccsdeorg SPACING 24.0" TYPE HIP JACK Job:21344 II /B34 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bet chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Retum:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LITERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 R=2/-2#Rw=132# U=1269 RL=157/-104# NAILED 12'2"8 12 6 111.5X4 in fV 1111.5X4 � N N 03X4 FM III X ] 10' 1111.5X4 Li o; w\ Y aa F�l 2710 13"8 2'4'8 2'8" R=472#Rw=496#U=301#W=8" R=48# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465289 PLT.TYP.WAVE DESIGN CRrr-FBC7THED2020rrPF2014Fr/RT-10%(0%VB(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS, TC ILL 30.Opsf REF Trusses require a--care in 1.11-ting,handing,shipping,Installlng and bracing.Raley to and follop_U thed.,latest edition of g these se funing m Installers Safety I provide lon,tern o TPI end ng per for safety _ praow th pa to peion of g SI(B ildi Cs. one nt S shall pro"Ida lenporery bracing W par)for TC DL 15.0 psf DATE —� sUndess hoe heveted otherrris.tto�aids llln 0 propene attached ahown for structural sheathing and bottom chard shall have bracin failg applicable. Apply restraint of each fa BC DL 10.Opsf DRW G 09-09-2021 !truss and ti Par BCSI and sections a B7 or Bail,as applicable.Apply laces to oath(ace position as shown above end on the Joint Details,unless noted otherwPse. Refer to drawings 100hZ for standard plate positions. BC LL O.Opsf nW BWdng Cons—ents Group Inc.shall not be responsible for any deviation from this draw7ng, arty laeure to build Me trim in conformance with ANSVrPI 1,or for handing,slipping,installation a bracing oftressea. TOT.LD. 55.Opsf O/A LEN. 20800 4 i$Q4t seal F.St 1s9YiA.lac@R}�t AL7�yL V�0.._ � on this drovdira bdrlbwing or coverpage HoUng this dwIng,Indicates patroNlt lontl orrolnearing upornbllllywblyfprthr dPrlpn ohm..-The.su14611b end use of this throwing f6rIF_ n grelithe mponniIWty oNs SuldIng DNlgn.r per ANSVTPI 18sp2. DUR.FAC. 1.25 JOB# 21344 II For more Intermittent see this job's gerreral notes page and these web sites: IrWBCG:www.Ilwbcg.m TPI:vw tpinstorg;WTCA:�.sbUndushy.wm;ICC:www.Iccsefe.org SPACING 24.0" TYPE JACK Job:21344 II /B35 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Rt Bearing Leg:2x8 SP SS;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (J)Hanger Support Required,by others Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets LJ360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [31 W 3X5 S 3.00 Provide hanger or special connection at left end of truss for 1240 lbs. =4X5 12 @ 3X4 6 p o3X ZD (a) a4X5 III,5Xq T ,1j,.5X4 104X5(R g3X =1.5X4(R) 11'4" , 2 D' 103X5[3] f=4X5 =5X6 013X5(R) 22'8" 2-2.10�{ R=1240#U=564#RL=403/-340# R=1515# U=719#W=8" H=H1 (Rigid Surface) OH RIGHT RAKE=3'0"15 SEQ= 465302 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrPPDl4FT/RT-10%(D%y5(o) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 eWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require e)dreme care in fabricating,handling.shipping,Installing and bracing.Refer to and �s j fWow the latest edition of BCSI(Building Componont Safay information,by TPl and WrCA)for safety practices prior to perfomJng these function&Installers shall provide temporary bracing per BCSL TC DL 15.Opsf DATE --cry Unless noted otherwise,lop chord shall have propody aWdred structural sheaWng and bell=chord �7 qqygyl�Sp;,.���•q{�Rp�f1p,//{{ shag have a properly attached rigid selling.Locations shown forpemanentlateralrestminlofwebs DRWG 09-09-2021 tL`3'.4' sSc+.e�lCsf:K.iS shag have bmdng installed per BCSL sections B3,B7 or B70.as appicaDle.Appy dates to each face BC DL 1 O.0 psf of trues end position as sh boveand on the Joint Details,unless noted otherwise.Refer to drawings 160AZ for standard plate positions. O.OpSf B Components Group Inc.shag not be responsiblefor any deviation from this drawing, BC LL ny(a failurem to build ol W ca d the ss in contarman with ANSI! orTPI I,or for handling.shipping,Installation 8bre41ngaf o wssee. TOT.LD. 55.Opsf O/ALEN. 220800 _ Atieanthisdmvtng'or oovsf page NgngWedroving,Inabilly ndmaccaptendorpabsdoW DUR.FAC. 135 JOB#:21344_II anglnaaring fee .. Ny wisyrorNrr_dWpm shown.-The eulfebYlyend me o}thle drawing 9Sl9TAB7CODlItALBL\'O., for any stinicture to the responsibility orthe Building Designer psrANSVTPi 1 Saa,7, 51 � .. For more Information see this job's general notes page and these web sites: frWBCG:www.Itwbcg.WM.TPI:wow.tpinstorg:WTCA:www.sbcindustry,c=:ICC:www.lasefe.org SPACING 24.0" TYPE SPEC Job:21344 II /B35G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2x6 SP SS Webs 2x4 SP#3 Special loads Nail Schedule:0.148"x3",min.nails —(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c. TC:From 94 plf at 0.00 to 94 plf at 2.67 Bot Chord:1 Row @ 4.00"D.C.1:Webs Row BC:From 20 plf at 0.00 to 20 plf at 2.67 e 4"D.C. BC:1240.31 lb Conc.Load at 0.73 Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. (1)1/2"bolts may be used for(1)0.148"x3",min.nails on The Bottom Chord Only. Wind loading based on both gable and hip roof types. 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. (J)Hanger Support Required,by others JT PLATE LATERAL CHORD No SIZE SHIFT BITE [1] W2X4 0.50 R 1.25 Provide hanger or special connection at right end of truss for 491 lbs. 1111.5X4 12 6 1% 4(R)[1 fc fV N 1H LLIJ 10' III1.5X4 1113X4(R) 2'8" �—8"12 + T11"4�I 12aga R=1053# U=479#W=8" (Rigid Surface) R=491#U=224# H=H1 SEQ= 465304 PLT.TYP.-WAVE DESIGN CRrr-FBCTTHED2020rTP420l4FT/RT=10%(0%u5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.7500 RANTFII S HTSDAGALL LLCNTOCSNRUN"IMPOT " UR FURNISH FOLLOW TO ORATOR INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require extreme care In fabricating,handling,shipping,Installing and bracing.Refer to end s follow the latest edition of BCSI(Bulldin Component Safety Information,by TPI and WTCA)for safety practices prior to perfomdng mesa functions.Installers shall provide temporary bracing per BGSL TC DL 15.Opsf DATE UNess noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shag have apropedyeits rigidmdmg.Locations,shown for permanentlateralrestraint ofweba BC DL 10.Opsf DRWG 09-09-2021 shall have bracing InsWled per BCSI sections B3,B7 or B10,as applicable.Apply plates to each face pfeferta wss and position as shown above and an the Joint Debits,unless noted otherwise. O.Opsf Rdrawings16OA_Zforstandardplateposigans. BC LL IT W Building Components Group Inc.shall not be responsible for any deviation from this drawing, any fadure to build the truss in conformance vdth ANSVTP11.or for handling,slipping.Installation TOT.LD. 55.OpSf O/A LEN. 20800 f bracing of busses. TWA{'9m 97146M Aseal on this daring or cover papa listing tine drawing,Indicates acceptance of professlonad Ztyl }jf __ englnesdng nspona@Illy,soisy forth@ design shown.Thewitg IlltyanduesafthpdmNng for any structures tathin@pensibft olth7Building Designer per ANSVTPI 1 S.a2. DUR.FAC. 1.25 JOB#:21344_II 96nAYAIDCALi�Vi1. For more Information see this lob's general notes page and these web sites: PlMtMIaMRMUM4FL3M" ITWBCG:vwv.Itwbcg.con4TPI:vwv.tpinaLarg:wick w ,abclndusby.com;ICC:www,lccsafe.org SPACING 24.0" TYPE MONO Job:21344 II /B36 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x6 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 1 M SP SS; Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Wind loading based on both gable and hip roof types. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W4X8 S 4.75 [24] W 5X6 1.75 R 4.75 j= 12'8" 12'8" 1114X5(R) 12 07X6 1111.5M. 98X8 6 p � v ^ g3X e3X4 r` 1113X5 I m1 spa N 5X4 iv191.SX4 =1.5X4(R) 10, =7X6 g7X6 ads 114X8 R)[3] B15X6(R)[4] 1„O r 254' r--2-2.10•--� R=1430#U=652#RL=396/-370#W=8' R=1621#U=752#W=8" (Rigid Surface) (Rigid Surface) OH RIGHT RAKE=2'3" SEQ= 465319 PLT.TYP:WAVE DESIGN CRIr-FBC7THED20207rPF2014 Fr1RT=10%(0%)15(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 e'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF 1 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p — Trusses require extreme Bare thuildi ,co component Safety installing and bracing.Rarer to and [ toroth the latest saloon orecsl(Buuain Conponam sarey lnremalbn,by TPl and wrcA)for safety _ _ praw�aa prier to performing these fun ons,ns,mate lers shed prowaa to�e a y bracing per BCSL TC DL 15.Opsf DATE '"'—, Unless poled otherwise,top chord shall have properly attached structural sheathing and bottom chord Ilyp p° shag have a p,.pe ty ettact d rigid miEng.Locations shovm for permanent lateral restraint of webs ' shwa have bracing installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each face BC DL 1 O.OpsfDRW G 09-09-2021 of truss and position as shown above and on the Joint Details,unless noted otherwise. �e� Retertodrawingsl60AZforstandardplatepositions. BC LL O.Opsf MIN Building Components Group Ina shall not be responsible for any deviation from this drawing, � y failure to build the truss to confomance with ANSI?PI 1,or for handling,shipping,installation 6 bracing of busses. TOT.LD. 55.Opsf O/A LEN. 250400 'p,'WA M-3M Autl on W.draw ng or cover page listing this drWag,Indicates ooeptance of proNWo si FAX,. 97a,2M anginsedng rapoaibNty salo for the design shown.-The witsblllty,and use of this drawing 1:25 JOB#:21344 II gsatrwtru�FJerta,u.BLva. rorany atrtictunia the n mNy.pop. artheBpedm AN gD..Ign.rparlyrPlta.oR. DUR.FAC. _ PaRmwoImo) For more information see this job's general notes page and these web sites: MVBCG:www.11wbeg.eonr w TPI:—Apirst-m WTCk v.abel"daaby.—IM: .I«aara.arg SPACING 24.0" TYPE COMN Job:21344 II /B37 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 Bot chord 2x6 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W5X6 3.75 R 4.75 [31] W5X6 1.25 R 4.75 f 12'8' 12'8" 1114X5(R) 07X6 1111.5X4. 148X8 12 6 p in v 0-3 3X4 rr 111,&45X4 191.IB1-1 5X4(R) ml.5X4(RX4'S 1111.SX4 10' 4y,+5 g7x6 =7x6 1,"8 1I5X6(R)[10] 1115X6(R)[31I 1,Q f1� 264" H 2-2-10 2-2"10�{ R=1774#U=749# RL=434/-434#W=8" R=1775# U=749#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'3" OH RIGHT RAKE=2'3" SEQ= 465259 PLT.TYP:WAVE DESIGN CRIr-FBC7THED2020rrPI-2014FT/RT-10%(0%y5(o) QTY=13 TOTAL=13 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p y Trusses require extreme care in fabricating,handling,shipping,instauing and bracing.Refer to and s ` follrecticeow the latest edition ofBCSI(Building ComponentSafetyInformation,byTPIendWrCA)farsafety TIC DL 15.Opsf DATE ps prior to perfom ns.dng these functio Installers shall provide terra orory bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord :all have a property attached dgid telling.Locations shown for permanent lateral restraint of webs BC DL 1 0.0 Sf D RW G U9-g9-2021 :ball have bracing installed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each face p or wss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings1—for standard plate positions. BC LL O.Opsf fyWButidng CoMmnentsthe truss Group Inc. with berespons.at for any dewasonfran this drawing, y/aiuuil to build the test in r o p Inc.shall with A responsible 1,le for handing,shipping,frorn installation abratthgoftnrsses. TOT.LD. 55.Opsf O/ALEN. 250400 �[�` Me�onNbdrewnpor cover page NWpWedmMp,lntlluhuowphnpo}pofageW DUR.FAC, 1 5 JOB#.21344 II g�+i 92b_Ie`tM eng,nesdng lespcndbllly.solsyforths design ahown._The sultsbUly and uas ofthls drawing SSt1YA78CtSM�A4m.Ya. for any structure Is the responsibility of the Building Dedgner per ANSVTPl l Bee.2. For more information see this job's general notes page and these web sites: ' � nWBCG:www.ltwbcg.cam;TPI:www.tpinstorg;WTCAwww.sbdndushy.corn;]CC:www.iccsafe.org SPACING 24.0" TYPE COMN Job:21344 11 /B38 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE (8] W3X5 S 3.00 [271 W3X5 S 3.00 11' 3'4" =4X8 1N4X5(R) 12 6 63X ®3X4 p aD v ZD o r e3X5 t3X5 1111.5X4 P X4 1111.5X41111.5X4 =1.5X4(R) �10,e3X 1113X5[8] m4X5 m3X4 =5X6 m4X5 l.g7] .re fL' 25'4" tl 2710 27 10 R=1634#U=761#RL=399/-399#W=8" R=1634#U=761#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 465287 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rFM014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p T—as require e&eme care in fabricating,handing,shipping,Installing and bracing.Refer to and f ow tho latest edition of BCSI(Building Component Safety lnfornation,by TPI and WrCA)for safety TC DL 15.Opsf DATE yyrecuces pdor to perfern ing these functions.Installers shall provide temporary bracing per BCSI. U J.a noted otherwise,top chord shall have properly attached structural sheathing and bell=chord �. shag have a property attached ryidcalling,Locations shown for permenenuateralrestramtofwebs BC DL 10.Opsf DRWG 09-09-2021 aha0 have bracing installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each face of buss and position as shown above and on the Joint Details,unless noted otherwise. BC ILL 0.0 psf Refer to drawings 160P Z for standard plate positions. "`<»`✓ rT W Budding Coiryonents Group In&shag not be responsible for any deviation from this drawing, any failure to build the Wse m a in conforce with ANSVTPI 1,or for handing,shipping,installation bracing eftrueses. TOT.LD. 55.Opsf O/A LEN. 250400 WXi![s _mglnnnnor.po.ro�lyioleyfortn:a..gngh 1'n.-ThedrUng this sui�oiyanduuoal.dmavinob� DUR.FAC. 1.25 JOB#:21344_11 for any ghucture Is the responsibility ofthe Building Dealgner par lwgVTP11 B.ram2, 3nZ93'ABKCSM✓•Ar.1B.Yn.. For more information see this RL 3 By.4 'job's Via' rt "" frWBCG:—law I general notes loge end these web sites: ties.eem;TPi:www.amecars;wrca www.ebpmdaetry.mm;ICc:lvww.kcsafe.erg SPACING 24.0" TYPE HIPS Job:21344 II /B39 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. (a)Continuous lateral restraint equally spaced on member. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [10] W4X5 S 3.00 [28] W4X5 S 3.00 9' 7'4- 9' 8\4X5 R =3X4 N4X5(R) 12 6 p 04X5 S4X5 ao v o IIIIII, ra 1111.5X45X4 011INu. 1111.5X4 0.3 =1.5X4(R) XIm �10' Y =5X6 m5X6 �a 1 114X5(R)[10] 014X5(R)[2 r 264" 2710'—"I 2-2.10 R=1634#U=763#RL=346/-346#W=8' R=1634#U=763#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 465284 PLT.TYP.-WAVE DESIGNCRrr=FBC7THED202WTP42014Fr/RT-10%(O%)/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 ••WARNING['•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF •'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eldreme care in fabricating,handling,shipping.Installing and bracing.Rotor to and ( L folow the.,.a,performing of SCSI se functions. component safety Information,by TPI and ng per for safety TC DL 15.Opsf DATE m ___- _ practices prior to pertomdng thesefunctions.Installers shall provide temporary bracing per BCSL UNess noted otherwise,top chord shall have property attached structural sheathing and bottom chord ehal have aproperty attached rigid wiling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG os-os-zozl shal have bracing installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each face QEyALyrrof truss and posi0on es shown above end on the Jolnl Dewls,,doss noted olherwlse. BC LL O.Opsf Refer b drawings 160l-Z for standard plate positlons. I W Buedng components Group Inc.shall not be responsible for any deviation from,this drawing, any failure to build the truss in conformance with ANSyfPI 1far handling,shipping,installation &bracing of hueses. ,or an TOT.LD. 55.Opsf O/A LEN. 250400 TM('ate 5rp Asset on We drawing or cover page l.tlri7 We tire".Indloatee soosptanoe of prcfwslorul DU R.FAC. 1 25 JOB#:29 344 I I g .} _ engle«ring naPogapllly_eclay for the dsllgn shown._Th•suitability and use aMle drawing B�yy���ynM foranyeWatureIs the responslblllyoftheBuIldingDedgnerperANSVTPl1Sea.4, For more Information sea this job's general notes page and these web sites: 1`,<S 1SgT0 ,FL nWBCG:www.itwbcg.wm;TPI:www.tpmsBorg:WMAL' wsbchldusbycom:Icc:www.lac-fo.org SPACING 24, TYPE HIPS Job:21344 II /B40G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails Top Chord:1 Row @11.25"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac:1.25) TC:From 94 plf at-2.22 to 94 pif at 7.00 TC:From 47 plf at 7.00 to 47 plf at 18.33 TC:From 94 plf at 18.33 to 94 plf at 27.55 BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 7.03 BC:From 10 plf at 7.03 to 10 plf at 18.30 BC:From 20 plf at 18.30 to 20 plf at 25.33 BC:From 4 plf at 27.42 to 4 plf at 27.55 PLB:From 4 plf at-1.97 to 4 plf at-0.17 PLB:From 4 plf at 25.50 to 4 plf at 27.31 TC:575.12lb Conc.Load at 7.03,18.30 TC:396.88lb Conc.Load at 9.06,11.06,12.67,14.27 16.27 BC:553.94 lb Conc.Load at 7.03,18.30 BC:140.00lb Conc.Load at 9.06,11.06,12.67.14.27 •••Page overflow in note placement.(RdNot) 575# 397% 397+ 397, 397+ 3971 5750 -TO-6 �-7' 11'4" + T 12 1Tv 6 T ®1.5X4SRXo 3� . 43X4G�4 43X119n � 111.5X4 ,D' IP91113X5[8) IIIE1113X5[251pdq 1 1H8 1j8 r 254" 2710 7'0"8 2'0"6 2' 1'7"41'7"4 22' 2�'0"6J_y S 114017 7404 140# 55VI R=3783#U=1025#W=8" R=3783#U=1025#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 465281 PLT.TYP.-WAVE DESIGN CRIr=FBC7THED2020rrP42014Fr/RT=10%(0"k)/5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.o0A.1020.21 SCALE=0.1250 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e#rerne care in fabricating.handling,shipping,Installing and bracing.Refer to end s fallow the latest edition of BCSI(Buildingg Component Safety lnformagon,by TPl and WrCA)for safety -- V_ preGices prior topedaming the ssrun cdons.Installers shall providelenw,arybredng per BCSL TC DL 15.Opsf DATE ---- UNess noted otherwise,top chord shag have property attached structural sheaWng and bot om chard shag have a property attached rigid ceigng.Locations shown for penrmnent lateral restraint of webs shag have bracing installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each face BC DL pS DRW G 09-09-2021 r truss and position as shown above and on the Joint Delete,urdess noted otherwise. O.OpSf t Refer to drawings 16ONZ for standard plate positions. BC LL nW Butting build the enLs Group Nc.shell not be responsiNa for any devietlon from this drawing, anyfcng fbuildtieWssinconformancew,IhANSVTPI1,orforhandling,shippirg,instillation TOT.LD. 55.Opsf O/ALEN. 250400 �- &bredng of .as. ',q� A(ego 9� A said on this dmvtng or Cover page ilellno We claiming,Indicates saaptence of prbfesaloml iz enolnsadng n4pone bN y eoiety rarlhe design shown.-The wluhAly and usa of title drawing DU R.FAC. 1.2b J OB M 21344 I g�yy Ay��y for anyMatureistheresponagI tyoftheBuldingDuignerperMSV7PI1Sso2. _ For rrore information see this Job's general notes page and these web sites: n WBCG:ww wJNbcg.conx TPl:www.tpinslog:WIckwww.sbcindustrycom:ICC:www.1ccsafe.og SPACING 24.0" TYPE HIPS Job:21344 II /B41 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Webs 2x4 SP#3 TC:From -0 pif at-3.14 to 92 pif at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 pif at 9.84 BC:From 2 plf at 0.00 to 2 pif at 9.84 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.95 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0,18 TC:-155.14 lb Conc.Load at 1.41 TC:192.22 lb Conc.Load al 4.24 Wind loads and reactions based on MWFRS. TC:367.01 Ib Conc.Load al 7.07 BC:28.34 lb Conc.Load at 1.41 Wind loading based on both gable and hip roof types. BC:108.34 lb Conc.Load at 4.24 BC:188.34 lb Conc.Load at 7.07 Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE •'•••BEARING ANALOG MODIFIEDI•"'• [8] W3X5 S 3.00 -155# 1g2# 367# ♦ 2'9"3-� R=178#Rh=157#RL=78# NAILED 77 14'4" :3X4 12 4.24 p N_ !� R O rD o3X4 Tlul.sxa ao a1.5X4(R 011.5X4 10' T l �se =3X4 3X4 L 9r7"8 1"I �-3'1"10 �---1'S" 2715 2715 28# 108t 188# R=182#Rw=223#Rh=157#RL=78# NAILED R=414#U=113# NAILED R=408# U=908#W=10"9 (Rigid Surface) . OH LEFT RAKE=32"11 SEQ= 465276 PLT.TYP.-WAVE DESIGN CRrr-FBC7THED2020/rPR014FT/RT=10%(0%)/5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eldrerm rare in fabricating.handling,shipping,installing and bracing.Refer to and s i fop��latested ionofBGSI(Buimin4ComporwntSafeymlonramn,byTPlandwrcA)forsafey TC DL 15.Opsf DATE pro p or o pe amtlng these tune s InsteBers shall provide terr rary bracing per BCSL == unless noled otherwise,top chard shall have property attached structural sheawng and bottom chord TAT E7°A� shall have a property attached rigid ceiling.Locations shown for pemanent lateral restraint ofwebs BC DL 10.Opsf DRWG �9-D9-2D21 shag have baring installed per BCSI sections, ce ons,B3,B7 or B70,as applicable.Apply plates to each fa rya o!truss and position as shown above and on the Joint Details,undess noted otherwise. p t ors gi Refer to drawings 160ArZ for standard plate positions. BC LL 0.0 Sf _ RW Bullding Conponents Group tnc.shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1.or for handling,shipping,installation 8,bating of trusses. TOT.LD. 55.Opsf O/A LEN. 91001 (A 1x13 SYB Aaaal on thla drawing or cover page Voting this ding,Indlates acceptance of proNolonal g � fig_ anpinwlnoresppalblpyuleyfor the dalpnahown.-The aultaGly and uuofthlsdmvinp DUR.FAC. 1.25 JOB#:21344 II structure9a17YA0CQTRlAL1Gt2t for any structure[aft respondbmy ofths Building Dulgner perMSVTPI 1 Sec2. _ For rmm Information see this Job's gerieral notes page and these web sites: n WBCG:ww w.mwbdg.aam:TPI:wwwApinstorg:wTCA www.sbunduetry.ca�ICQ caw is-fo.are SPACING 24.0" TYPE HIP JACK Job:21344 II /B42 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loading based on bath gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. R=397#U=125#RL=407/-197# NAILED 14'4"8 a 12 6 p a N 1113X5 O 10' T 011.5X4 1 95"14 22"10 2'r8 6.8"8 r 9 4" R=754# U=523#W=8" R=140# NAILED (Rigid Surface) OH LEFT RAKE=410"5 SEQ= 465278 PLT.TYP:WAVE DESIGN CRir=FBCTTHED2020rrPF2014Fr/RT-10%(0%y5(0) QTY=7 TOTAL=7 REV. 20.02.00A.1020.21 SCALE=0.5000 'eWARNiNGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme rare In fabricating,herding,shipping,Installing and bracing.Refer to and 1 follow the latest edition of SCSI(Building Conpanent Safety Information,by TPI and WrCA)for safety 5TC DL 15.Opsf DATE ractices prior to perfomdng these functions.Installers shall provide temporarybracing per SCSI. Ness noted otherwise,top chord shall have property aI...d a...al shehWng and bottom chord shoo have a property attached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf D RW G 09-09-2021 shot have bracing installed per BCSI sections 83.B7 or B10,as applicable.Apply plates to each face ,�q5��p f truss and position as shown above and on me Joint Dewas,unless noted otherwise. BC LL O.Opsf 16.4�3 3' -` Rarar to drawings 1s0nez for standard pate posnion5. '" yfa Buamng 9d the t unisss Group I—shot not be SVTPIresponsibleor for any deviation Dom this Crewing. &bracing lobsses. WssinconfonrencewilyPNSUTPI7,or for handing.sNpprg.msra0ation TOT.LD. 55.Opsf O/ALEN. 7 bracing of Wsses. 1AWA l(950 9754M A goal on the drawing or cover pegs taring this dewing,Indlesho accephncs of lamfeselo W DU R.FAC. 1:25 JOB#:21344 I I �y +j 974„-%a mpineedng n sh eponswilysolely forth.design own,_The eulhbility and use of Nle drawing 9Si9YAlifG['em„�� for my sWoturs is the usponslbglty ofthe BUtding Designer per ANBVrPI l Sea.2. _ B$i,��.Hs t.:1S For more Information see this job's general notes page and these web sites: MhWAM rrMCG:wvnvJtwbcg.corn;Trv:www.tpmsLag;wrc7a www.awndustry.com:Icc:www.1—fe.org SPACING 24.0" TYPE EJACK Job:21344 II /C1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Webs 2x4 SP#3 TC:From 0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 7.01 BC:From 2 plf at 0.00 to 2 plf at 7.01 170 mph wind,25.85 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.97 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-148.95 lb Conc.Load at 1.41 TC:74.25 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. BC:28.34 lb Conc.Load at 1.41 BC:108.34 lb Conc.Load at 4.24 Wind loading based on both gable and hip roof types. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD "'••BEARING ANALOG MODIFIED!""' No SIZE SHIFT BITE [10] W3X5 S 3.00 -149# f 74a 2'9"3 R=77#Rh=154# RL=80# NAILED 77 274" 0 3X4 12 4.24 p N N A (h M 112X4 T1111.5X4 N m l.5X4(R I DI 1.5X4 F1 24' 1 �,aL1 N3X4 23'8"7 y I 1113)X(5(R)[10] �-3'1"10 + 7'0"2 1'5"-+r -2'9'15 zeu 10 R=125/-6#Rw=177#Rh=154#RL=80# NAILED R=202#U=221# NAILED R=341/-42#U=880#W=10'9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 464885 PLT.TYP:WAVE DESIGN CRfr=FBC7rHED20207rPL2014F IRT"10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING1a1 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require extreme care in fabricating,handling.shipping.Installing and bracing.Refer to and follow the latest edition of Best(Building Component Safety Information,by TPl and WTCA)for safety practices prior to perfomYng these funct�ns.Installers shall provide termorary bracing per BCSI. TC DL 15.0 psf DATE Unless noted otherwise, erwise,lop chord shag have properly attached structural sheathing and botto chord shall e property attacheddglda@ng.Locations shown for permanent lateral restraint ofwebs m BC DL 10.Opsf DRWG 09-09-2021 shag have bras gg statied per SCSI sections B3,137 or B10,as applicable.Apply plates to each face of truss� end post on a shown above and on the Joint Details,uNess noted otherwise.� Refer to drawings 160A.Z for standard plate pos5ons BC LL O.Opsf ITW BugdIng Components Group Inc.shall not be rosponsible for any deviation from this crowing, yfagurelobagdthetruesinanfonnona�AthANSyrPll,orforhandling,shipping,installation TOT.LD. 55.Opsf O/ALEN. 6 brecing of Wssas. 70002 'Ag3 %g5Q5? 4 A seat on his m.wm0aslyfo cover pigs u.nnr this show'. he.1toballyandClpanaofpmfasow DUR.FAC. 1.25 JOB#:21344_II j7 = " �_ tmpinwrinpna litKorespon l[HVofdMulding n,lgn.rptebgiy.end use oaWedmMp 3"uMARKCIMMALYLVD.. fdr any atrueWnle Wimpontlti@q oflr the-ha BNdlns Datlpnars generRP1es page mw"o IVJ� F. For more Info r TPlun see this Job's genera.'notes page and these web sites: RWBCG:wow.Ilwbcg.am;TPl:vww,tpinsborg;WTCA;www.sbclntlustry.com;ICC:www,iccsefe.ar0 SPACING 24.0" TYPE HIP JACK Job:21344 11 /C2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS Negative reaction(s)of-189#MAX.(See below)from a non-wind load case requires uplift connection. Bot chord 2x4 SP#2 Webs 2x4 SP#3 170 mph wind,24.86 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP D,wind TIC DL=5.0 Lt Level Return:2x4 SP#3;Lt Level Return:2x4 SP#2; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. Shim all supports to solid bearing. JT PLATE LATERAL CHORD No SIZE SHIFT BITE `•••`BEARING ANALOG MODIFIEDI`•'•• [2] W3X5 S 3.00 [5] W 3X5 S 3.00 R=189#Rw=254# U=276# RL=131/-74# NAILED R=14# NAILED 25'4"1 W2X4 12 6FM 181.5X4 N rA 1.SX4(R lox ) 24' 23'8"11 w y 2710 3"8 1 8"8 —1 R=204#Rw=238# U=196# NAILED R=280# Rw=297# U=267#W=8" (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464881 PLT.TYP:WAVE DESIGN CRfr-FBCTTHED2020rrK2014 FTIRT=10%(0%y5(0) QTY=20 TOTAL=20 REV. 20.02.00A.1020.21 SCALE=1.0000 'eWARNINGIea READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ehdreme care in fabricating,handing,shipping,installing and bracing.Refer to and reseweslatesteditionofSCSI(BdldingComponentSafelylnforme0on,byTPI and WrCA)for safety TCDL 15.Opsf DATE practices pdar to pedomdng the Nnctlons.Installers shag pmvide tertpornry bracing per BCSL ram-= unless noted othervese,top chord shall have property attached stnxtural sheathing and bottom chord Rr.RRP LF$� shall have a property attached dgld calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG �9'�9'2�21 shag have bracing installed per SCSI sections B3,B7 or B70,as applicable.Apply rates to each face f--and position as shown above and on the Joint Details,unless noted otherwise. Referlodmwings 160A Z far standard plate positions. BC LL O.Opsf fTW BuOding Components Group Inc.shall not be responsible for any deviation from this drawing, any NI—tobuild Ne Wss in confomance with ANSVrPI1,or for handing,shipping,installation &bracing efhussea. TOT.LD. 55.Opsf O/A LEN. 1 9t•Q�jp[4 97�F39E A laid on this drawing or cover page Jai this dmdng,Indicates accaPhna of professional FAM495S7fY7b a"9&f1 _engineering map aa@Nlyiforthedesign shown._Thewitablilly and use of this drawing DUR.FAC. 1:25 JOB#:21344 II myrA�caan�A7.nvlz for anyMallnlaNStnponal6Ntyo}hieBuldNgDsslgnerperANByrPllBlaZ, For more Information see this job's general notes page and these web sites: nWBCG:www.Ilwbes.eemTPL,wwvJpIrsLerg:WrCAwww.sbcindaatry.com:I :www.lccsafe.arg SPACING 24.0" TYPE JACK Job:21344 II /C3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,25.36 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 R=37# Rw=133#U=110#RL=233/-99# NAILED >c 26'4"8 12 6p 1112X4 20 tV � N 1111.5X4 FM1.SX4(R III1.5X4 F 111 X ) 24' Q y 2710 13"8 2'8"8 3' R=465#Rw=468#U=443#W=8" R=54# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464868 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrPL2014FTIRT-10%(0%y5(0) QTY=14 TOTAL=14 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF _ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p Trusses require extreme care in fabricating,handling,shipping.Instnlling and bracing.Refer to and s ( fbilm the latest edition ofSCSI(Building component S=Information,by Tot and WrCA)for safey TC DL 15.Opsf DATE _ practices prior to perfon N dng these ncti ns.Installers shell provide h nparary bracing par SCSI. Udess noted otherwise,lop chord shall have propery attached sWNurai sheathing and bottom chord shag have a property attached rigid celgng.Locations shown for psrrnanent lateral restrelnt of webs BC DL 10.0 psf DRW G 09-09-2021 shag have bmcing Installed per BCSI sections B3.B7 or 1110,as applicable.Apply plates to each face R/truss and position as shown above and an the Joint Details,unless noted otherwise. efer todr wings160AZforstandardplatepasuave. BC LL O.Opsf ITW Building Conponents Group Inc.shell not be responsible for any deviation frorn this drawing, any faiiure to build the truss in conformance with ANSUTPI 1,or for handling,shippng.Installation a brecing of trusses, TOT.LD. 55.Opsf O/A LEN. 3 WHA(950 Astral on this drawing or cover page listing this drawing,Indicates acceptance of professional _ _gam e swrw rraAr.mvn. engineagingmponaromiryswlerytor esignahom_Th. ay and us.aMudavnng faranyaguoturslstha responalblilty ofth.B nvrprANS DURFAC. 1.25 JOB#:21344 II _ For more information see this Job's general notes page and these web sites: WM&RAM> ,FLWit " rrwBCG:-1twbag.con,TPI:www.tpmslog,WrCAwww.Sbcindastry.com;iCC:www.Iccsafe.org SPACING 24.0" TYPE JACK Job:21344 II /C4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,25.86 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0,18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [51 W3X5 S 3.00 R=169# U=69#RL=3381-121# NAILED 27'4"8 12 M olzxa T 81.5X4 IN =1.5X4(R FM 011.5X4 F1 4' � 5] f"1 2710 "8} 4'8"8 -1 f 5' R=540#U=518#W=8" R=94# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464866 PLT.TYP:WAVE DESIGN CRR=FBC7THED2020rrPP014FT/RT=10%(0%)/5(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNINGIII READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require a dreme cam In fabricating.herding,shipping,Installing and bmdng.Refer to and ] roOowespdo latest perfaningthseunorsmponenl Safety shallprortdeteapyTPl and WTCA)for erISGsafety TCDL 15.Opsf DATE practices prior to pertamdng these fun ens.properly shell provide t..1e. n.an per SCSI UNoss noted otherwise,top chord shall have pmpedy altadietl stmdural sheaWrg and bottom ctwm anao have a Properly amor d dgm eening.Locations snows for pemunent lateral restraint orweba BC DL 10.O psf DRW G 09-09-2021 shall have brad gg InsWleaper arse seaiono B3,B7 or B10,as applicable.Apply plates to each face of buss and poslL hown above and on the Jdnt Debts,uNess noted otherwise, p Refer to drawings 160AZ for standard plate positions. BC LL 0.0 Sf nW Bulding Components Group Inc.shall not be responsible for any deviallon from this drawing. ny a failure to build he truss in confo manta Win PNS RPI 1,or for handling,sh pPing,ins a iatian a bracing or trusses. TpT,LD, 55.Opsf O/A LEN. 5 thl `p,'M(gam 975-3 Anal on wo dnwlnp or solely Ic e d luting ho dewing.Indicates nd use o th of ra Ang ontl DU R.FAC. 1:25 JOB#:21344 II �� 970-r'�Jf4�A for any mpIs theryponsIfor.N�he Buidhown.-The rperAyu1d use of NhdmNnp 3�yyA� u�� formystruaunuth�nepaForrnoralth�eallonsDugnvpsrINBUTPl1Bao9. _ For mom ionx T I: sea this Job's general notes page and these web rites: rissr;�.e�a,�.3sf�r ffWBCG:www,lavbcg.CorgTPl:www.tpinslory;WTCAwww.sbdndusby.wm;ICC:www.kcsefo.org SPACING 24.0" TYPE EJACK Job:21344 II /C5G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,25.86 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Bottom chord checked for 10.00 psf non-concurrent live load. Special loads (1)2x4x2-4-0 x SP#2 Top chord scab centered 6-2-0 from left end.Attach to one face of chord with(2)rows of 0.148"x3", -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) min.nails @ 6"oc,staggered 3". TC:From 94 plf at-2.22 to 94 plf at 5.00 TC:From 47 plf at 6.00 to 47 plf at 7.33 JT PLATE LATERAL CHORD TC:From 94 plf at 7.33 to 94 plf at 14.55 No SIZE SHIFT BITE BC:From 4 plf at-2.22 to 4 plf at-2.09 [8] W3X5 S 3.00 BC:From 20 plf at 0.00 to 20 plf at 5.03 [21] W3X5 S 3.00 BC:From 10 plf at 5.03 to 10 plf at 7.30 BC:From 20 plf at 7.30 to 20 plf at 12.33 BC:From 4 pit at 14.42 to 4 pit at 14.55 PLB:From 4 plf at-2.01 to 4 plf at-0.17 PLB:From 4 plf at 12.50 to 4 pif at 14.34 TC:245.53 lb Conc.Load at 5.03,7.30 BC:296.10 lb Conc.Load at 5.03.7.30 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. (1)2x4xl2-4-0 x SP#2 Bottom chord scab centered 6-2-0 from left end.Attach to one face of chord with(2)rows of 0.148"x3",min.nails @ 6"DID,staggered 3". 246# 246# + 5,0"6�I F' 5' 1 2'4" 1 -5' 6 (S7) '4MIR) T 12 6 p Sri �p�113X4(R 1111.SX45X4 "�3X8 X4NR).5X4 f° =1.5X4(R) (S2) =1.5X4(R) 24 �3X4 oB 1,a 18 11 124" ll r--2710 2710 5'0"6 -274 296# 2 gj R=1364#U=819#W=8" R--1364#U=819#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464912 PLT.TYP:WAVE DESIGN CRIT=FBUTHED2020lrPF2014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNING1ee READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eAreme rare In fabricating.handling,shipping,Installing and bracing.Refer to and ' follow the latest edition of BCSI(Building Component Safety Inlonration,by Tot and VI for safety pramcespriortoperfanNngthesefunctions.InsidersshallprovideteirvararybracingperBCSI. TC DL 15.Opsf DATE Unless noted otherwise,top chord snail he. gony shownattachedo structural sheathing and bottom chord 10.0psf nwmgm shelf have a acing Installed attactaped per igidSC eating. s83,BLocations r B10,for pemanentlateral restraint of each fa BC DL DRW G 09-09-2021 shelf have bracing inas shown per SCSI and B3,67 Details, as lesnoted applicable. other plates to each lace of truss and position as shown above end on the Joint Octets,unless noted otherwise. Q A7 Ra-tod9wings1601 for standard plate positions. BC LL 0.0psf --"4� "1 RW Buldng Corse-ants Group Inc.shag not be responsible for any deviation from this drawing, anyfalurelobuld the trues in conformance with ANSIRPI 1.orfor handling,shipping,installation &bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 120400 'AU„(9m Aeeal on this drawing or cover page geing this dravMg,Indicates aooeona of professloal __ FAXI: dryyw mccsxra wlnva. engineering leVorthednshon.Th� llrbltyanduotidxg JOB#:21344 IIfor any structure To theretbilltyof the-BuldigGeelgnruerANB_VTPI1S.I{ j _ UR.FAC. 1.25 _ For more Information sea this Job's general notes page and these web sites: frWBCG:wwJrbcg.com;TPI:www.Ipinstorg;WTGA www.ebcindustry.cI ICC:www.ixsafo.org SPACING 24.0" TYPE HIPS Job:21344 II /C6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.15 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 [17] W3X5 S 3.00 6,2" 6,2" r4X5(Rl) 12 6 p l7 co 'v ,d,3X5 t!43X5 T 1111.5X4 Inlsxa N 1 1.5X4R v ( 911.5X4 011.5X4 �1.5x4(R) 24' t n� =3X8 y , r 12W 2710 2710 R=888# U=648#RL=264/-264#W=8" R=888#U=648#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464889 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020/rPF2014Fr/RT=10%(0%)/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING1e1 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e#reme pre in fabricating,handing,shipping.Installing and bracing.Refer to and s I foli the latest edition of SCSI(Building Component Safety Information,by TPI and WrCA)for safety practices prior to perfomdng these functions.Installers shall provide tenpomry bracing per BCSL TC DL 15.Opsf DATE Unless noted otherwise,top chord shall have properly attached structural rhea Wng and bottom chord t sha0heveeproperiya0ached Bid coding Locagonsshownforpananentlaleralresreintofwebs BC DL 10.Opsf DRWG 09-09-2021 sha0 have bracingg Installed per BCSI soniore B3,B7 or B10,as applicable.Apply plates to each face o!truss and positb h hove and on theJoint Details,unless noted otherwise. Rater to drawings lsoAbz for standar plate pmiitions. BC LL O.Opsf ITW Budding Components Group Inc.shall not be responsible for any deviation from this drawing, m( f ' y fatare to build the truss in conformance With ANSIrrPI t,or for handing,shipping,installation TOT.LD. 55.OPSf O/A LEN. 120400 a emdng orwaeaa. -AWg[� §Yj�+ A sea]on this driving or cover pope flounce this drawing,Indicates accept of professional _ FAM j35Q92i1-re. Si engineerinpnepaubOHbNb forth.alth.Bdesign ddingD"Ignar lnbgiymd use 11Bsi;hlednwnp DUR.FAC. 1.25 JOB#:21344 II 9u2iPAfiKtSMIALn\M17. for any etruoWnle lye nepoFor ra re Info BationsDWis Joss general Pl19eo2.For more Iof TPIon see this Job's gerremi voles page and these web saes: frWBCG:www,Ilwbcg.ceM TPl:www,tpinstorg;NRCA:www,sbdndustrycom;ICC:www,lccsafo.org SPACING 24.0" TYPE COMN Job:21344 II /C7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T2 2x4 SP SS; 170 mph wind,26.15 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [81 W 3X5 S 3.00 [17] W3X5 S 3.00 6'2" } 67 - 1115X6(R) 12 T2 6 p Fes � "v ;a3X5 1113X6(R) Tml.sxa N 1.5X4(R oil.sxa24' �s'e -3X8 I, ). ) 1113 [17J r 12'4" 2'2"10—� R=903#U=657#RL=199/-220#W=8" R=685#U=486#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464902 PLT.TYP:WAVE DESIGN CRir-FBC7THED2020/rM014FTrRT-I0%(0iy5(o) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC ILL 30.0 Sf REF I, "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme care in fabricating,handing,shipping,installing and bracing.Refer to end s ��` follow the latest edition of SCSI(Building Component Safety Information,by TPI and WiCA)for safety TIC DL 15.Opsf DATE _ yy octices pro' to performing these functions.Installers shall provide temporary breUng per BCSL �- `_ — —may Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have a properly e0ached dgid ceiling.Locations shown for ammamanl lateral restrdnt of webs BC DL 10.0 psf DRW G 09-09-2021 shelf have bracing installed per SCSI sections B3.B7 or B10,as applicable.Apply*tea to each face ,fq�R clan f truss and position as shown above and on the Joint Detatis,unless noted otherwise. Rofe fled rawings160A-Zforstandard plate positions. BC LL O.Opsf w� ITW Beading Components Group Inc.shall not be responsible for any deviation from this drawing, any folure to build the truss in conformance with ANSVTPI 1,or for handing,shipping,installation &bracing ofbusses. TOT.LD. 55.Opsf O/A LEN. 120400 ABorden We drawing or ooesr page Ilsting We dr"Mg,Indicates acceptance of prata"Ional "pinXngrasponslblOty.welyfor.thadWgn shown.-Thaw liability and u"orWadrawing; DUR.FAC. 1.25 JOB#:21344 II 9,a�APAHiLCF2d74ALtGV0.. for any trouctme to the naponslblllty of the Building Designer par ANDVTPI 1 89o,7, For more Information see this lob's general notes page and these web sites: � , rrWBCG:wwwivibcg.wm:TPI:www.tpinsLorg:WTCAwww.sbcindustry.com:ICC:www.Iccsefe.org SPACING 24.0" ITYPE COMN Job:21344 11 /C8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 —(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs 2x4 SP#3 TC:From -0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 2.53 BC:From 2 pit at 0.00 to 2 plf at 2.53 170 mph wind,25.06 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.97 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-148.95 lb Conc.Load at 1.41 BC:28.34 lb Conc.Load at 1.41 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 1.5X4 S 2.75 -149# �- --1'1"6 -I R=6/-126#U=309#Rh=26#RL=-80# NAILED 25'9"4 12 �_3X4 4.24 p 011.SX4 0 fV N V fV (V -1.5X4(R 1111.5X4 III .5 4[5] 24' E3X4 A m y 3'1"10 2'6"6 28# R=227# U=365#Rh=26#RL=80#W=10"9 (Rigid Surface) R=48# NAILED OH LEFT RAKE=32"11 SEQ= 464904 PLT.TYP:WAVE DESIGN CRfr-FBC7THED2020rrPF2014FrIRT=10%(0%L5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNING111 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require elarerne care in fabricating,handling,shipping.Installing and bracing.Refer to and follow the latest edition of BCSI(BuildingComponont Safety lnfomation,ay TPlend WrCA)forsafoh TC DL 15,Opsf DATE `+ Me Uam prior to pedored g these functions.Installers shall provlde lerryorary bracing per BCSI. =— =— '-_— as noted otherwise,top chord shall have properly attached structural sheathing and bell=chord shall have a property attached rigid calling.Locations shown for perreanem Island restraint orwabs BC DL 10.O psf DRW G 09-09-2021 shall have bracing Installed per BCSI seebons B3,B7 or B10,as applicable.Apply plates to each race f buss and position as sham above and on the Jolnl Delags,uNess noted otherwise. Referlo awings 16DA-Z for standard plate posHions. BC LL O.Opsf nw Building Corryonents Group Inc.shall not be responsible for any deviation from this drawing, any failure to build the truss in contormence with ANSUTPI 1,or for handling,shipping,restaga6on TOT.LD. 55.Opsf O/A LEN. 6 bracir of trusses. 20606 TWA 975- 3o As@ wthledmingoraoverpageUdngWadmwing,lndlcatsaa=eptarmofpmWdonal DUR.FAC. 1.25 JOB#:21344 II FAM 924- M__ englneadn0 mpmu bVhaoUyforded��lgn phown._Theiultablllh,and use crMle draw ng 3av1rArlcao+nAr.Bcva for any abvclvn lithe responsibilityofthe Building DMgner parMSVTP11 Sea.2, _ � � . ffWBCG:wwFor rrwre Infammllon see this job's general notes page and these web sites: w.Ilwbcg.com;TPI:www.tpinstorg;WTCA,www.sleclndustry.com;ICC:-1ccssfe.org SPACING 24.0" TYPE HIP JACK Job:21344 11 /C9G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Webs 2x4 SP#3 TC:From 94 plf at-2.22 to 94 plf at 16.55 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 14.33 170 mph wind,26.15 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 BC:From 4 plf at 16.42 to 4 plf at 16.55 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 PLB:From 4 plf at-2.01 to 4 plf at-0.17 PLB:From 4 plf at 14.50 to 4 plf at 16.34 Wind loads and reactions based on MWFRS. TC: 6.08 lb Conc.Load at 12.50 BC:47.86 lb Conc.Load at 12.50 Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [81 W3X5 S 3.00 [241 W3X5 S 3.00 6# I'- 62' 4'4- 2' =4X5 12 6 p in 11/4X5 SRS R /04X5(R) N T � 03X4 o3X4 v T 011.5X 101.5X4 011.5X4 101.5X4 N W.5X4(R =1.5X4(R) 24' =3X8 m3X8 T ry r 14'4' 2-2-10 2710 f 12'6' 48# R=1009#U=791#W=8' R=1049# U=1019#W=8' (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=24" SEQ= 464906 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020rrP42014FT/RT=10%(0%u5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme pre N uildi�c�ga0og,harem Safety shipping,Installing end land W Refer to end ra��Iale�edirtomnNesefuncbns�Instellehponremn, .ry .dngp.,B for safety TCDL 15.Opsf DATE pro pd pe g provideturrpomrybmdrgper BCSL unless noted ro erty attached top chord shall have property shoverattached structural sheathing and Int bottom bs shag have a acing installed talled per rBGSI calling. s,B3.BLocations r B10, s pennapplicable.Applyeral mars to each fe BC DL 10.O psf DRW G 09-09-2021 shag have bracing installed per SCSI sec0ons 83,B7 or 810,as eppiirable.Apply plates to each face R Wss end pasllbn as shown above plate the Jdnt DareYs,uNess notetl otherwise. BC LL 0.0 psf M`�life7 S' Refer B drawings nenfor standard plate not be responsible e ITW Tura to b Components Group Inc.shall not be mspons.or for any ling,son ping this drawing, � gbrecing lhussea.e wssmeaepa maneewmANsvrPl t,or for handling,shipping,installation TOT.LD. 55.Opsf O/A LEN. 140400 pSa87� onglnNGngn poorum gibslyC for the sign sham ui'billfyandui ofmi drr.�.d� DUR.FAC. 1.25 JOB#:21344_II loth.� for any strucbin neponalbllty ofthe Building Designer par ANSVTPl 1 B.e,2, 95L9YA8K�'M�ALttLV0. For rno,infonwtion see this Job's general notes page and these web sites: LelShia/StvriH .� ,f�F a3ffd3 RWBCG:www.Itwbcg.cam:TPl:www.tpinstorg;wrGnv v.abcIndasby.a IM: v.Iccaafe.org SPACING 24.0" TYPE SPEC Job:21344 II /C10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.15 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 [22] W 3X5 2.75 R 1.25 [24] W3X5 S 3.00 67 2'4" 2' T10" �{ =4X5 /94X5(SRS R 9/4X5(R) 12 6 p in -v is -v g3X5 "tlk3)(512211111.5X4 1111.5X41111.5X4 101.5X4 1.5X4(R `=1.5X4(R) 24=3X8 =3 Y �g �Ig 4e ri 11 r 14W �`—2.2.10 2-2.10 R=1002#U=727#RL=264/-263#W=8" R=1002# U=728#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464900 PLT.TYP:WAVE DESIGN CRrT=FBCTTHED2020rrPF2014Fr1RT-10b(0%VS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e&eme care in fabricating.handing.shipping,insisting and bracing.Refer,to and follow the latest edition of BCSI(B Oding Component Safety Information,by TPl and WTCA)for safety _ practices prior to perfomdng these functions.Installers shell provide temporary bredng per BCSL TC DL 15.0 psf DATE Unless noted otherwise,top chord shag have properly attached stnrdural sheathing and bottom chard steal haves property attached rigid oe0ng.Locations shown for Peananent lateral restraint of webs DRW G os-os-zozl shallhavebmdng installed per BCSl sections B3.B7or BID,asapplicable.Apply plates to each few BC DL 10.Opsf R of wss and posito a hewn above and on the Joint Details unless noted otherwise. �•� - Refer to drawings 160A-Z for standard plate positions. BC LL O.Opsf - ITW Building Components Group Inc.shell not be responsible for any deviation from this drawing, any faiure to build the Wes in conforranos with ANSVTPI 1,or for handing,shipping,installation bmcing ofbusses. TOT.LD. 55.Opsf O/A LEN. 140400 `lip{?��SYp� A ull on Wa dmMg or aovar plgl Illgng thb dmving,Intllutes eonpLna of proNtUorul _ gAyZ 92a--`Wt tmglnesdng rnlponl@Ity solely far the design ehawn.-The wlubgity,and use of thl.drawing forwyltructunillMnlponllbNlyofthoSugdingDeslgnsrperANSIrrPI1Bsa.2. DUR.FAC. 1.Z5 JOB#:21344—II ffi19FA7ffi(5t77LLLBLVa.' For roars Informallon see this job's general notes whMwo TWA F.,�,^� page and these web sites: fTWBCG:www,itwbcg.com TPl:www.tpinslorg;WTC/A www.sbclnduslry.can;ICC:www.kcsafo.arg SPACING 24.0" TYPE SPEC Job:21344 II /C11 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.07 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W3X5 S 3.00 [21] W3X5 S 3.00 r 5'10" 2'8" 5'10" -I —4X8 N4X5(R) 12 6 n � � I 'v �3X5 'b3X5 T 011.5X4 L[01.5X4�5011.5X4 X4 1.5X4(R 1.5X4(R)=3X4 =3X8�gg ti ti r 14'4" 2-2.10 I.—2-2.10 R=1002# U=729#RL=256/-256#W=8" R=1002#U=729#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464898 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020/rP42014MRT-10%(0%y6(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require emems care in fabricating,handling,shipping.installing and bracing.Refer to and �- _( follow the pdolatest perforNmython of sefu(BulnagCorQonentsafety shAlpfonretiombyTPland WrCA)for ngperBCSI.safety TC DL 15.Opsf DATE practices prior to pertomdng chose shall have Installers shall provide temporary bracing per SCSI. Unless noted oNerwiso,top chord shall have properly attached structural sheathing and bottom chord 10.0 psf shall have a property attached rigid tailing.Locations shown for permanent lateral restraint of webs BC DL DRWG ()9-t)9'2t)21 shall have bracingg Installed per BCSt sections B3,B7 or 810.as applicable.Apply plates to each face f buss end positbn as shown above and on the Joint Delals,urdess noted otherwise. Refer to drawings 16OA-Z for standard plate portions. BC LL O.Opsf frW Buemng components Groap Inc.shall net be responsible for any deviation room this drawing, �..,� any faiture to build the truss in conformance with ANSVrPI 1,or for mosses. TOT.LD.handling,sNpping,Installation 55.Opsf a bracing of O/A LEN. 140400 J p(We T� A seal on W.dtwing or cover page UstIng this drawing,Indicates w.ptance of professional .3M7A3CINTS -iLVM •nginsedngrseponelhllltyseleryfarthedselgnehawn rh..ul.bmty.ndunoral.dnwng DUR.FAC�.25 JOB#:21344 II M frxy��y fereneering responsibility ysontlbfor the de ign illnp CulgnerpvMtyanclusoMl — � � 53t For more Infonretion see this Job's general notes page and these web sites: FL moBCG:wwwJtwbcg.tanTPI:w^wwApinstors;WTCxwww.sbcIndusby.com;IMwww.iasafe.oig SPACING 24.0" TYPE HIPS Job:21344 II /C12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,26.40 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bet chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W3X5 S 3.00 (19] W3X5 S 3.00 7'2" T2" -4X5 12 03X4 az3X4 6 p m � o rn 101.5X4 011.5X4 T 011.5X 101.5X45X4 011.5X4 N ii3i1.5X4(R =1.5X4(R) 24' �pU =3XB T Y 1113 (R)1101 013X5(R[19] Y1 4d 14'4" �—2710 2710 R=1002#U=735#RL=289/-289#W=8" R=1002# U=735#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=24" SEQ= 464895 PLT.TYP:WAVE DESIGN CRIr-FBC7THED2020/rPF2014FT/RT-10%(0%V6(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=0.3750 a'WARNIN01aa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF d �. Trusses require eureme care in fabricating,handling,shipping,installing and bracing.Refer to and fo0ov,the latest odigon of SCSI(Building,Component Safety Infor by TPI and WrCA)for safety pret cespdorloperformingthesefunc0o mal'an,ns.Installers shall provide temporary bracing per SCSI. TC DL 15.Opsf DATE Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shad have aprapedy att,,Vrigidceldng.Locatlonsshownfor peimm�entlateral resbaintof webs BC DL 10.0psf DRWG 09-09-2021 shad have bradnyy Installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to coon face f buss and positlon as shavn above and on the Joint Details,undess noted otherwise.1 L _ Refer to drawings 160A O.OSfZ for standard plate positions. BC LL p RW Budding Components Group rar shag not be responsible for any deviation from this drawing, any failure to build Me truss in conformance with ANSU o TPI 1,or for handling.shipDinB,installation a bracing of busses. TOT.LD. 55.Opsf O/A LEN. 140400 ;W0, (�' S'T.F,93Pa A Goal on IN.drooling or cavil page li ing thlo drtnd a a ng,Indicates aaptan of pre aalonal g y an anystrubwpoamWryaolaytarMaIi_.MdrigDosThe norper SIrrPuupttbiadrMng DUR.FAC �•25 JOB#:21344 II s6zyrAnKeFJ,rta v,scvn. far my-Wuetu�lithinspoFor narofthiBuBEUpDthisjo grMeral no 1Baa,7, — For more ores;TIPS: v sea this job's general notes page and these web sites: Px�&3ifffAPv2y sldaSd$,1�C E.y3FP'3$ fTWBCG:www.11wbcg.wm;TPI:vmw.tpinstog;WTCA www.sbclntluaby.com;ICC:www.kcsefe.org SPACING 24.0" TYPE COMN Job:21344 II /C13G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top Chord 2x4 SP#2 2 Complete Trusses Required Bot chord 2x6 SP SS Webs 2x4 SP#3 W 1,W 9 2x6 SP SS; Special loads Nail Schedule:0.148"x3",min.nails -(Lumber Dur.Fac.1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c. TC:From 94 plf at 2. 0 to 94 plf at Webs :1 Row Bot Chard:1 Row @ 5.00"o.c. TC:From 47 plf at 2.440 to 47 plf at 14.34.33 C° 4"o.c. BC:From 20 plf at 0.00 to 20 plf at 2.40 Use equal spacing between rows and stagger nails BC:From 10 plf at 2.40 to 10 plf at 14.33 in each row to avoid splitting. BC:937.49 lb Conc.Load at 2.40 (1)112"bolts may be used for(1)0.148"x3",min.nails on BC:917.14 lb Conc.Load at 4.40.10.40 The Bottom Chard Only. BC:910.16 lb Conc.Load at 6.40 BC:911.18 lb Conc.Load at 8.40 BC:921.99 lb Conc.Load at 12.40 170 mph wind,26.96 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on M W FRS. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W 3X6 S 4.75 [4] W4X5 S 2.00 [11] W4X5 2.25 R 2.25 [14] W3X6 S 4.75 fL' T2" 77 =4X5 12 6 p 03X S3X4 Ell 0 �3X a3X5 �T W9 1 24' 1114X5(R)[4] e4X8 1114X5(R)[11] DI X6[] p 3X6 141 r 14'4" {�2'4"12 j 2' 2' 2' 2'- j 2' 1'11"4� 937# 917 9100 911 91 rA 92 R=3206#U=2271#W=8" R=3258# U=2299#W=8" (Rigid Surface) (Rigid Surface) SEQ= 465758 PLT.TYP:WAVE DESIGN CRrr-FBC7THED2020rrM014Fr1RT-10%(0%y5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGI11 READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require aurorae rare in fabricating,handling,shipping,Installing and bracing.Refer to and _ follow the latest edition of BCSI(Building Component Safety Infonretion,by TPI and WTCA)for safety pm"ms prior to performing these functions.Installers shall provide temporary bracing per BCSL TC DL 15.0 psf DATE -= - Unless noted otherwise,top chord shag have propedy attached structural sheathing bottom chord and botto chord she,have a properly altarhed rigid tatting.Locations shown for permanent lateral restraint of webs DRW G 09-09-2021 shag have bradng Installed per SCSI sections B3,B7 or B10,as applimble.Apply plates to each face BC DL 10.Opsf R1 Wss end position as shown above and on the Joint Details,unless noted otherwise. O.Opsf efer to drawings 160XZ for standard plate positions. BC LL ITIN Buiding Corrponenis Group Ine,shall not be responsible for any deviation from this drawing, ® y failure to build the truss in eonfomance with ANSUTPI 1,or for handling,shipping,installation 8Crscing er wsees. TOT.LD. 55.Opsf O/A LEN. 140400 TWA 97� AUB ra-pon We mNnp ittyforhed signCgg,tlmMsruliaut,nw,phnaofpmhnUen� DUR.FAC. 1.25 JOB#:21344 II Fps �LftV1L _foraengineering ystrutureIsemrapointyformeheeBuahewnsignrperAN and wepo this drawing 3naswmcau7na,.ecvn.. forenyeWptunle the nepoForniya}theBster ation-hisJoVseneralPt18e43, _ it�OMPANO Ewum�FL RWBCG:www.itwbeg.ewn:TPI:nwwwetp Is t b's general notes page and these web sites: eg:NfTCAwww.ebtlndaatry.can;ICC:www.iccsafe.eg SPACING 24.0" TYPE COMN Job:21344 II /C14 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs 2x4 SP#3 TC:From 0 plf at-3.14 to 92 plf at 0.00 Lt Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 9.84 BC:From 2 plf at 0.00 to 2 plf at 9.84 170 mph wind,26.35 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.97 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 TC:-148.95 lb Conc.Load at 1.41 TC:74.25 lb Conc.Load at 4.24 Wind loads and reactions based on MWFRS. TC:337.41 lb Conc.Load at 7.07 BC:28.34 lb Conc.Load at 1.41 Wind loading based on both gable and hip roof types. BC:108.34 lb Conc.Load at 4.24 BC:188.34 lb Conc.Load at 7.07 Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets L/360 live and LI240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE •••••BEARING ANALOG MODIFIEDI"•" [8] W 3X5 S 3.00 -149✓� 74#+ 337# 273 R=179#Rh=173# RL=46# NAILED R=34 480XrNAl 4ED 28'4" o3X4 12 4.24 p w -v v eo3X4 T1111.5X4 m fn =1.5X4(R Illsxan 4' Is l -Vee U =3X4 83X4 2X87 193)(5[8] g 1"I �-31"10- + 9'10"1 �-1'5"�-2'9"15 2'9"15-� 28# 108t 188q R=192#Rh=173#RL=46# NAILED R=409# U=954#W=10"9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 464942 PLT.TYP:WAVE DESIGN CRrr-FSC7THED2020rrPF2014Fr/RT-10k(0"kySig) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ehdrerne care In fabricating,handling,shipping,installing and bracing,Refer to end follow the latest edition of SCSI(Bulldin Component Safety Information,by TPI and WTCA)for safety practices prior to pedorMng these func8ons.Installers shall provide temporary bracing per BCSL TC DL 15.Opsf DATE Unless noted otherwise,top chord shalt have property attached structural sheathing and bottom chord shall have a property attached rigid calling.Locations shown for permanent lateral restraint or webs chat have branginstalled per SCSI sections B3.Sir or810,as applicable.Apply plates to each few BC DL 10.Opsf DRW G 09-09-2021 -� j f truss and poatbn as shown above and on the Joint Detags,unless noted otherwise. BC LL 0.0 psf Refer to drawings 180A-Z for standard plate posns. ITW Buhlding Cortponents Group Inc.shall not beitio responsible for any deviation from this drawing, - y failure to build the truss in wnfonw with ANSVrPl 1.or for handling,shipping,installation &bracing of trusses' TOT.LD. 55.Opsf O/A LEN. 91001 ,=A(9m 97S13= Aaatl on We drawMg or oavarpage poling We drawing,Intlloateo acaplance ofpro6WorW VAXx iPSO-97U-r DUR.PAC m "Sd31 enpinesdng upona@Noy wlary fo rth dnlgnahown.The aulteblltyanduwof nN . 1.25JOB#:21344 II -thlodrng - 9 f•A r� aKiTafl�ALlnVa.. for otry oWehlntilM mpona1b111ty ofthis.SMIng Designer par ANEVTPI 1 Ssr;2, _ For ore Information see this job's general notes page and these web sites: � � + rrWBCG:wow,Itwbcg.coMTPI:www.tpinsLorg;WTcAwww.sbcindustry.com;ICC:www.lwsefe.og SPACING 24.0" TYPE HIP JACK Job:21344 II /C15 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,25.86 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 3X5 S 3.00 R=169#U=69#RL=338/-121# NAILED 27'4"8 12 f�l lh 012X4 LI1.5X4 N �1.5X4R FM W 1.5X4 U 24' 2710 +3.8 4V8 -I r 5' R=540#U=518#W=8' R=94# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464934 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrPL2014FT/RT-10%(0%)15(0) QTY=8 TOTAL=8 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNINGIII READ AND FOLLOW ALL NOTES ON THIS DRAWINOI TC LL 30.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme tore In f2brica0rg,handing,shipping,installing and bracing.Refer to and folow the latest edition al BCSI(Building Component Safety Information,by TPI and wrCA)for safety pro u..priortoperformingthesefunctluns.installers shall provide temporary bmdng per BCSI. TC DL 15.Opsf DATE =-= — Unless noted otherwise,lop chord snail have properly attached structural sheathing and bottom chow shag have a properly attached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRW G 09-�9-2�21 .Y`dl� i'� steel have bracin8 installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each face Rf Wes and position as shown above end on the Joint Details,uNess noted otherwise. 0.0 psf arer m a avdnga 150A z(or a anaaad plate positions. BC ILL anylTVV failure Bre to b ild a tens Group Inc.anew not be SVTPI role for anydeviation shipping,from mle drawing, &p�maam of wss NeWssincon/ortrencewhANSlrPll.or for ha ding,shpp g,installation TOT.LD. 55.Opsf O/A LEN. 5 TWA 4950 SYp"M A sal on thle drawing or eaver page Wag thle dmving,Indloates aaeptance of proNttlontl D U R.FAC. 1.25 JOB#:21344 I _ _FA=T�a.gmyv Gf#_— _engineering reepondblllty.solelyforths design ahavm._The suitability and Into ofthle dmdnp SSie TA]rICCFMIALSLVit, for any structure Is the responsibility afthe Building Designer per ANSlrrPl l BaZ, _ h D 1mvcae FL For more Information see this job's general notes page and these web sites: UWBCG:www.hwbcg.com;TPL,www.tpinstog;INTCAwww.sbdnduslry.con:CC:wwwA.safe.org SPACING 24.0" TYpE JACK Job:21344 II /C16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 The maximum horizontal reaction is 238# Bot chord 2x4 SP#2 Webs 2x4 SP#3 (••)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Lt Level Return:2x4 SP#3; Wind loading based on both gable and hip roof types. 170 mph wind,26.36 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bottom chord checked for 10.00 psf non-concurrent live load. psf,wind BC DL=5.0 psf.GCpi(+/_)=0.18 Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Wind loads and reactions based on MWFRS with additional C$C member design. JT PLATE LATERAL CHORD •`•"BEARING ANALOG MODIFIEDI••`•• No SIZE SHIFT BITE [51 W 3X5 S 3.00 R=248#U=85#Rh=238#RL=1701-85# NAILED R=28 U— AI ED 28'4"1 'k1.5x4 12 6p m e m1.5X4 T1111.5x4 tV 1 1.5X4R e ( 011.5x4 F1 4' y ]g 1�1 2'2"10 T R=464#U=390# Rh=-238#RL=313/-129#W=8" (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464932 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rrK2014 FT/RT=10%(0%u5(0) QTY=7 TOTAL=7 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e#reme rare in fabricating.handling,shipping,Installing and bracing.Refer to and I team the latest edition of BCSI(Buildin component Safety lNormatir.by TPl and WfCA)for safety practices prior to perfonNng these fun o ns.Installers shall provide terrroomry bradng per Bcsl TC DL 15.0 psf DATE uNess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord :hell have a properly e0ached rigid ceiling.LocatIons shown for perrmnent lateral restraint of webs shwa have bracing installed per BCSI sections B3.B7 or B1 D,as applicable.AppN plates to each face BC DL 10.0 psf D RW G 09-09-2021 f Wss and position as shown above and on the Joint Detalls,unless noted otherwise. BC LL 0.0 psf Refer to drawings 160ArZ for standard plate positions, rTW Budding ad the buss Group rnn shag not be responsibleor for any deviation from ins drawing, any raau<e to base the via:in oonlormanre with aNstrrPl 1,or for handling.:hippr�g.installation 55.Opsf— a bracing er n this d TOT.LD. O/A LEN. 7 ` fA'p($',,� A osl on this dmdnp of cover peps fisting Ws tlmdnp,Intlluta sxsDunp of -- pr onU XrAM }92D-.V&9 nsdngmapons@lilywislyforthsdolgnshw.ThosultsblIymdussofthlsdwi DUR:FAC. G JOB#:2t344-IIneftil for any structure Is the nsponslbllly eight Building Designer perANBPTPI1sell 36A7FAIiK(?IJ'7LLLin.VR' For niore Information see this Job's general notes page and these web sites: �Blk ,FL nWBCG:www.ltwbcg.eomTPl:www.tpinsterg,wTcA,www.sbendesby.ears,IMwww.lecaafeerg SPACING 24.0" TYPE EJACK Job:21344 II /C17 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,26.36 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bat chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Bottom chord checked for 10.00 psf non-concurrent live load. Special loads (1)2x4x2-5-4 x SP#2 Top chord scab centered 8-2-10 from left end.Attach to one face of chord with(2)rows of 0.148"x3", -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) min.nails @ 6"oc,staggered 3". TC:From 94 plf at-2.22 to 94 plf at 7.00 TC:From 47 pif at 7.00 to 47 plf at 9.44 JT PLATE LATERAL CHORD TC:From 94 plf at 9.44 to 94 plf at 18.66 No SIZE SHIFT BITE BC:From 4 pif at-2.22 to 4 pif at-2.09 [8] W 3X5 S 3.00 BC:From 20 plf at 0.00 to 20 pif at 7.03 [23] W 3X5 S 3.00 BC:From 10 pif at 7.03 to 10 plf at 9.29 BC:From 20 pif at 9.29 to 20 plf at 16.44 BC:From 4 pif at 18.53 to 4 pif at 18.66 PLB:From 4 pif at-2.01 to 4 pif at-0.17 PLB:From 4 pif at 16.60 to 4 pif at 18.45 TC:427.39 lb Conc.Load at 7.03,9.41 BC:628.34 lb Conc.Load at 7.03,9.41 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. (1)2x4x16-5-4 x SP#2 Bottom chord scab centered 8-2-10 from left end.Attach to one face of chord with(2)rows of 0.148"x3",min.nails @ 6'oc,staggered 3". 427a 4 421 TO"6-� �-T 25"4 T �•{ (SibT2 E4 C6 T 12 T 6 1111.1,43X6 S3X6 a 1111.5X4 d11.5X4 T=1.SX4(R (S2) �1.5X4(R) 1 1.sxa 24' = a �e 7 1;8 I- 16'5"4 _ Z2-10 2�� TO"6 - Z4"8- 628# 62 R=2109# U=1302#W=8" R=2109#U=1302#W=8" (Rigid Surface) - (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=74" SEQ= 464953 PLT.TYP:WAVE DESIGN CRIT=FBC7THED20207rP42014Fr1RT=10%(0%yS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.1875 eWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 30.0 Sf REF 6 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eAreme rare in fabricating,handling,shipping.installing and bracing.Refer to and fail-the latest ediuon of BCSI(B.m Component Safety Infan bon,by TPI and WTCA)for safety _ practices prior toPerfannne these fun Gns.InsWlers shall provide lenporerybreGng per BCSL TC DL 15.Opsf DATE Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chord 'i'rRSY/PAS6'1�4Y1'd^Al�,i shag have a propedy attached rigid caging.Locations shown for permanent lateral restraint or webs BC DL 10.Opsf DRWG ()9-�9-2021 i4�4�.�'dY�aiS shag have bracing installed per SCSI sections B3.B7 or B10,as applicable.Apply plates to each face " Rf all and position as shown above and on the Joint Decal uNess noted otherwise. afarodrawings160AZforstandardplatepoeflons. BCLL 0.0psf nw Building Components croup Ina.shag not be responsible for any deviation from this drawing, -� yfaaaretowgdthetruesinconf-cewithANSVTPI1.orforhapdirp.shipping.installetion TOT.LD. 55.Opsf O/ALEN. a bm�ng elwssasNe. 160504 �[p 050 psegd- AeeelonspodteyMgoroverpagegegngthhdroving,It b[hyenduss nwof reminproWelow DUR:FAC. 1•-25 JOB$/:21344_II �,�j }j*ALIg Vj fro amy wir g ariv is the ne solely farthe degIgnBui Ing D.The eultebgl Bend we of lhle drevdnp y67.grtsrcttxra tiarvn. forenyeWotun le the mponor wrofthe fonnegdlnsethisjnperMeBlnote page � g i TEr�e Far more TPI:n see rots job's general notes page and these web ogee: frWBCG:wvnv.IM�bcg.com;TPl:www.tpinstorg;WTCA:www.sbGndusby.tom;ICC:www,kcsele.arg SPACING 24.0" '['ypE HIPS Job:21344 II /C18 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.67 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W3X5 S 3.00 [21] W3X5 S 3.00 8710 -i- 8710 ===4X5 12 63X4 14;3X4 N 6 O t0 rA 111.5x4 1I1.5X4 T 111.5X4 IH 1.5X4 111.5X4 111.5X4 lV m1.5X4(R 24' �e m5X6 T Y 1113 (R)[10] 1113X5(R[211 �e f 16'5"4 �—2710 Z2"10—� R=1121#U=829#RL=316/-3169 W=8" R=1121#U=829#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464956 PLT.TYP:WAVE DESIGN CRrT=FBC7THED2020/rPF2014F IRT-10%(O%y5(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGIet READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLSRS, TC LL 30.Opsf REF Trusses require*,,drama rare In IabricaWg,herding,shipping.installing and bracing.Refer to and profollow e latest perfo ni SCSI(Buildingfunctions. Component Safety p rorrre0on,by TPI and ng per for I. TIC DL 15.Opsf DATE Urjessn tadpriortoh DadonNng these shall propInstaerty Shenprovidelenporerybredrgperlt=c UNess noted otherwise,top chord dhoti have propons spawned r penru et sheathing and bollomeba shall heveeacing i property attached rlgid Locations r own tar permanent lately restraint of each fa BC DL 10.Opsf DRWG 09-09-2021 sna0 navebracing installed per SCSI and sections a B7 DBall as applicable.Apply plates to each lace R wss and poshion as shown above and to the Joint Detahs,uNess noted otherwise. O.Opsf Rarer to drawings 150az for coup Inc.plate not be is BC LL IyW Buillure tog Cary rentscruse croup shall cowith ANSVTPI 1.or for any deviation frmn Installation drawing, rry failure b bane the wss in wnrormanca vrith MISI?PI 7,error handling.shipping,mslallafion 9,bmrngorwsses. TOT.LD. 55.Opsf O/A LEN. 160504 1XVIA Vf ,4 A soil on this drawing or owe page gtling thy.dravMp,Indicates acoeptanee of professional gA%x 9i4-te"M engineering raaponslbillyaslehyfor the design shown.The sultabIltyand use ofthledtrvdng -DUR:FAC. 125 JOB-M-213441I --- ysayra>accFxra v.acvn.--- formyetructuraie themponalblllyalthe Building OalgnerporMSIrrP11 all s PE.3"" RWBCG:wwwdr more nrormedoo see this job's general notes page and these web sites: POSWA 7m'> twbcg.eorrc TPL www,tpinst.arg;WTCA www.ab<Iedeaay.rom:ICC:www.kcsefa.on7 SPACING 24.0" TYPE COMN Job:21344 II /C19 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.67 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W3X5 2.75 L 1.25 [23] W3X5 2.75 R 1.25 8'2"10 8710 r4X5(R1) 12 6 p o3X4 til3X4 rN gte3X5[10 ®3X5[23] T 011.5X4 1111.5X4 011.5X4 011.5X4 N �1.SX4(R 54X5(R) E3X8 194)(5(R) 24'017X6 1 111 Y d 4 4e Yi 12 1 8 16'5"4 ti 2'2"10 } 2'5"8 11'6"4 I• 2'5"8 i. Z2"10 R=1124#U=834#RL=316/-316#W=8" R=1124#U=834#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464990 PLT.TYP:WAVE DESIGN CRIr=FBC7THED2020/rM014Fr/RT=10%(O%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGI@e READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF r Trusses require enreme rare In fabricating,handing,shipping,installing and anteing.Refer to end ' follow the latest edition of SCSI(Building Component Safety lnforration,byTal and YVMA)for safety TC DL 15.Opsf DATE practices prior to performing these funcbons.Installers shall provide temporary bracing per BCSI =- Unless noted otherwise,lop chord shall have properly attached structural sheathing and bell=chord 47SA51/t,v shah have a properly attached rigid ceiling.Locations shown for permonenl lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 shot have bracing Installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each face r of wss and position as shown above and on he mn,Delall,a less noted 0 nerd se, BC LL pSf Refer to drawings 16OA-Z for standard plate positions. O.O TW yfaeuetobcwthebemm�conf Group lnr:seen ithaerespo�isleforanyding,sanfromIinsdretiong, y failure fi gaga the rent m oo romance with Ah responsible of 1,le for handing,ton f tug.rn his dration wing. any of tra... TOT.LD. 55.Opsf O/A LEN. 160504 IMF(9m 97141M A sell on We drevdng or over page gating this drawing,Indlestes&=*plants of professional FAM MQ 92 -r"M onginsedng tesponalbitiy solely forth@ design shown.The pdtabtlty and use of Wa drawing for any structure Is the responsibility of the Building Designer per ANSVTPI I 8sc2.--- -DUR:FAC. .25 JOB-#:21344—_11 AND EY•2.WEE R ' For more infomation see this job's general notes page and these web sites: �fl�+ rrWBCG:www.itwbrg.wnxTPI:www.tpmsmrg:wrcnwww.sbrandusty.-M1ccwww.l«safo.org SPACING 24.0" TYPE COMN Job:21344 II /C20 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.67 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. 8710- 8710 -I im4X5 g3X4 Q3X4 12 6 p N � O In (O rD ,o3X5 �3X5 T 1111.5X4 114X6(R) m3X8 1114X6(R 131.5oX45X4 1111.5X4 N to =1.5X4(R =1.5X4(R) 24' I 1 �a 917X6 44 1 1117X6 T Y g 12 t1 Y1 r 16'5"4 �—2710 4'5"8 7'6"4 4'5"8 } 2'2"10 R=1126#U=833#RL=316/316#W=8" R=1126#U=833#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=2'4" SEQ= 464992 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2O2OrrIaQO14 Fr/RT"10%(0%y NO) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 'WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require erareme care in fabricating,handling,shipping.Installing and bretlng.Refer to and �n��';s loom the latest edition of BCSI(Building Component Sefeylnfomagon,by TPl and wrCA)for safety TC DL 15.Opsf DATE practices pdor to perforMng these functlons.Installers shall provide lemomry p bracing par BC51. Ness noted otherwise,top chord shall have properly attached struchsral sheathing and bottom chord shall have a properly attached rigid wiling.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-09-2021 shag have bracing installed per SCSI sections B3.B7 or BIO.as applicable.Apply plates to each face f truss and position as shon above and on the Joint Details,uNess noted otherwise. BC LL O.Opsf R w Refer to dawings ISDA Z for stamdard plate positions a ITw Buamg companenls Group 1—Shan not be responsible for my deviation from this dmwAng, nyfaaumtobuildthewssinconformancewithANSVTPI1.orforhanding,shipping.inswlation TOT.LD. 55.Opsf O/A LEN. 160504 &bracing of trusses. TWA 9244 " a..aoo this dmNegarlyfo mar hpage Voting hcnd_uIhsslndlam.auealthptsmos ofrarain out — DUR.FAC. 1.-L5 JOB#:21344—II $. Z mow` � ____, for any n.ponsICllly wblY forth.dnign.ho Designer porMSVrPi I oftht._d_nwlnp S&i'r���ALR�, for.nY.hOdlOnhthin.pon.Iblllyafthiapliongethisjo sgenerlR otespa.2. — Aljy>I"0 F, j,� For more Information see thisjob's g rCk notes page and ythese.wer web sites: frWBCG:wvnv,IMbcg.cam;TPl:www.tpinstag;WTC/l'www.sbdntlusby.com:ICC:www.kcsefe.og SPACING 24.0" TYPE COMN Job:21344 II /C21 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.67 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,Wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and L/240 total load.Creep increase factor for dead Iliad is 2.00. No SIZE SHIFT BITE (10] W3X4 2.50 L 1.25 Provide hanger or special connection at right end of truss for 932 lbs. [27] W3X4 2.06 L 1.75 8'2"10 16'10"10 1'4"�{ =4X5 03X4 33X4 12 6 p � o f� o 1111.5X4 1O N4X6 SRS R g3X4[10 114X6(R) =3X8 104X5(R) T 011.5X4 1111.5X4 m1.5X4(R 1 24' �,. 117x6 12 4 /n y 16.5"4 2-2-10 } 54"1 572 60"9 R=1122#U=821#RL=256/-253#W=8" R=932# U=691# (J) (Rigid Surface) Supporting Member.(2) OH LEFT RAKE=2'4" SEQ= 465021 PLT.TYP.-WAVE DESIGN CRrr=FBC7THED2020frPP014Fr/RT-10q(0%)/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGIe•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p 2 Trusses m0uire e#reme care In(Build! co handling.shipping,Infor installing and bracing W Refer send raraweelriort perfaningth se�IdingComponentsshalllnMmeternpyiy, race n)for safety TC DL 15.Opsf DATE Urethraspriorto otherwise. top these fun ns.Installers shagprovideturrporeryhing per BCSL Unless nolotl property attached top dchordrigid shag have properly shown for perm al sheathing and bosom wchord ebs R shall have BacingistalechedrlgM Isecti Locations rB10 sapplianentlotaml restraint of platestom thbs BC DL 10.Opsf DRWG 09-09-2021 S shall have bracing installed per SCSI sections e3 B7 or lal]es applicable. then plates to each lam 1 fees and drawings n as shown above and on the ions Detaga,adeaa noted otherwise. 0.0 psf Relor todraw ngonWnents Group Inc.ard hellnte ot ere BC LL _ my lureBuldinto b ceaceneas Greep car shag as be SVTPl 1.or for h any n deviation tram role drawing, any faiure to build Me truss in contarmanm with ANSIlTP11,or for handing.shipping.Installation &bmcingofbusses. °'s TOT.LD. 55.Opsf O/A LEN. 160504 TWA VIM 9753= .n°iAgeitnhisd Ingor`Ir'r�"or>paeIldi:tledran:,Indlltaysso ttlfapr.wfissiow g' = ���a lig for aywumune,u the n.penilbiutyofth.Building Dui°nar per wSVTPI1Seo1l -DUR.FAC. I.•25 _JOB_t-21344_11 � YAII� At'7�YA For more inforrration see this)oo's general notes page and these web sites: nwBCG:www.hwbcg.caKTPI:www.Vinst.org:WTCAwww.sadndusby.mm ICC:www.kcsefe.org SPACING 24.0" TYPE COMN Job:21344 II /C22 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.67 ft mean h9t,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Sot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [27] W4X8 S 1.75 Provide hanger or special connection at right end of truss for 932 lbs. 8'2'10 410'10 3'4' =4X5 23X4 Z�3X4 12 N 6 =5X6 SRS 1111.5X4 0 LI to TN o3X5 14X6(R) 3X8 194X5(R 6/4X8(R)[27) o T a11.sx 011.5X4 N � '-=1.5X4(R �e 017X6 2 4 24' Y )g fi 16'5"4 �—2-2-10 64"1 572 60"9 R=1122#U=806#RL=265/-224#W=8' R=932# U=708# W (Rigid Surface) Supporting Member:(2) OH LEFT RAKE=2'4" SEQ= 465019 PLT.TYP.-WAVE DESIGN CRrT=FBC7THED20201TPF2014FT/RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL 30.Opsf REF Trussos require extreme core In fabricating,handing,shipping,Installing and bracing.Refer to and follow the latest edition of SCSI(Building Component Safely Information,by TPI and WTCA)for safety practices prior to perfomdng these NnNons.Instaners shag provide temporary bracing par BCSL TIC DL 15.Opsf DATE Unless noted otherwise,top chord shah have property attached structi—I sheathing and bottom chard 'iFA*LP PTASRfWtfiW t shoe have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 i4$1t'6:yd�k,.+3.Ais�b shall have bracingg installed per BCSI sections B3,87 or B10,as apdimble.Apply plates to each face .rcn� 4�c2� f truss and position as shown above and on the Joint Detags,unless noted otherwise. O.OpSf Refer to drawings 16OA-Z for standard plate positions. ITW Bugdng components Group Inc,shell not be responsible for any deviation from this drawing, BC LL .. — � any failure to build the truss in conformance with ANSUTPI 1,or for handing,shipping,instagation &bredng of asses. TOT.L.D. 55.Opsf O/A LEN. 160504 Aunt on this draMg or cover page listing We drawing,Indicates souptance of professiorW ;FAMfnQQ74•V angInsering responsIblIfty Woly for the design shown.-The sultablItty and use cMI.drawing —-DUR.FAC. 1..25 JOB#_21344_II gr57PAIIKt]rNlaAtutVA. foranystructurs is the rssponalblgtyofthe Building Deslgnerper AN8VrPl 18so8, Pahip o IMIA C394 FL 32� For in on see Nis Lob's general notes page and them web sites: g SPACING 24.0" TYPE CO M N IiWBCG:www.Itwbcg.bcg.conx TPI TPI:www,tpinsLorg;WTCA vnvw,sbdndusby.com;ICC:www.kcsafa.o Job:21344 II /C23 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.22 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [20] W4X6 S 2.25 Provide hanger or special connection at right end of truss for 939 lbs. f 8710 21010 5'4" '1 =4X5 v3X4 �I4X5 SRS R =4X6[20] 12 6 (a) n fn rn (a) 91EEo i' g 5X6 14X6(R) =3X8 T N a 4 l 24' IX6 12 16'5"4 J 64"1 69"2 —I R=939#U=646#RL=281/-13D#W=8" R=939# U=738# (J) (Rigid Surface) Supporting Member:(2) SEQ= 465016 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020frM014FT/RT=10%(0%v5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF •'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require a,*a-care in fabricating,handling,shipping,Installing and brodng.Rater to and = j. �`�q�_ follow the latest edition of BCSI(Buildiromponenl Safety lnfomalion,byTPl and WTCA)for safety TC DL 15.Opsf DATE "ny praWces prior to pedorning these funs bns.Installers shag provide terrporary bracing per BCSL =— —tea Unless noted otherwise,top chord shall have pmpedy attached structural sheathing and bottom chord R, .half have aproperly...had rigid-lung.Locations shown for permanent lateral resusintofwebs BC DL 10.0psf DRWG os-os-zozl i1 shag have bracingg installod per SCSI sections B3,B7 or Bl%as applicable.Apply plates to each face of truss and posigan as shown above and on the Joint Details,unless noted otherwise. O.OpSf Refer to drawings 160A Z for standard plate positions BC LL �� Bullring cor ponents Goup b,e.hag not be responsible for any deviation from this drawing, ' - any failure to build the truss m eordormance with ANSUTPI 1,or for handling,shipping.installation brodngofwsses. TOT.LD. 55.Opsf O/ALEN. 160504 A ssal an this blAry or tyhdisthis elbyndueo l l;�engin"engreelp ruil l twle starer o pn ham.-The suues acceptance foruryebuomnb the roponelbmtyotte Building DulgnerpsrnvsvrPl1Beps. --- — - - -- -— -- - DUR.FAC.1-.25 JOB#_21344_II 9MMXKi�ULVD.' For more inforrastion see thi.job's general notes page and these web sites: rohlmmBRACE4 FLM a" nWBCG:wwwJtwbcg.ceogTPi:www.lpinstorg:WTCAwww.sbclndusby.com:ICQwwwJecsafe.org SPACING 24.0" TYPE COMN Job:21344 II /C24 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.22 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. (J)Hanger Support Required,by others (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Provide hanger or special connection at right end of truss for 939 lbs. 115] W 1.5X4 S 2.25 8710 10"10 7'4" =4X5 N4X5(SRS(R) 1111.5X4[15] 014X5(R) 603X4 12 (a) 6 p us io Tn o a (a) s5X6 U5X6(R) m3X8 =5X10(SRS) T ZD N IL 4 4 24' lII7X6 12 16'5"4 5'4"1 69"2 54"1 -I R=939#U=619#RL=386/-101#W=8" R=939#U=768# (Rigid Surface) H=H1 SEQ= 465014' PLT.TYP.-WAVE DESIGN CRIr=FBC7THED2020rrK2014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 eWARNING111 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ewema are In fabricating,handing shipping,Installing and bracing.Refer to and meow the latest edition of SCSI(Building component safoWnrormation,by TPl and wrcA)for safety TC DL 15.Opsf DATE practices prior to pedomdng these functbns.Installers shall provide temporary bracing per BCSL Unless noted otherwise.top chord shall haw property attached structural sheathing and bottom chord shall have a property attached rigid calling.Locations sho.rm for pemsment lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 shay have brecingg installed per SCSI sections B3,B7 or B10,as ap liable.Apply dates to each face ,�r win a of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer m drawings 160XZ for standard plate positions. BCLL O.Opsf —.z ITW Building Conponents Group Inc.shall not be responsible for any deviation from this drawing, falure to Dugd the buss in confmrence with ANSYrPI 1.or for handing,shipping,mstagaron anyreoingarwssea. TOT.LD. 55.Opsf O/A LEN. 160504 A seal on this drawing or cover page gating this drawing,Indictee acceptance of praAWoal Fi +sy�38DfYif�ti9lFi mglnadnpmpgne@Illyalelyforthe_dalgnshovm,Theeultablly end use ofthladrawMg DUR.FAC. 1.25 JOB#:21344 II St18TA>rt6Ct.JJ7tALVUVt1 for anye own,is the npponsibWyafth7Buldtng DnlgserperANSPTPTTBac:2, _For nern,mfommtion see this lob's general notes page and these web sites: LeLElL�&NoR9& 4FL336" rrWBCG:vnvJrwbcg.cam;TPl:www,tpinstorg:WTCA m;www.abcIndustry.coICC:~Jecsofa.org SPACING 24.0rr TYPE COMN Job:21344 II /C25 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,28.08 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 End verticals not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. (J)Hanger Support Required,by others (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE Provide hanger or special connection at right end of truss for 937 lbs. [11 W3X4 S 1.75 [4] W3X4 2.25R 1.25 [21] W3X4 1.75 R 2.00 Provide hanger or special connection at left end of truss for 937 lbs. 24" 7' L T1"4 =4X8 911.5X4 1113X4 R 21] 12 6 p 93X4 0 1114X6(SRS)(R rn 113X4 R 1 `v "r 14X5(R) =3X4 =5X10(SRS a3X4[4] 1 X6 d4 1117X6 24' 12 16'5"4 4' 8'5"4 4' =j R=937#U=622#RL=373/-75# R=937#U=813# H=H1 H=H2 SEQ= 465010 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020TrP42014Fr/RT-10%(0°hy5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require ehdreme care In fabricating,handling,shipping,Installing and bracing.Refer to and s follow the latest edition of SCSI(Sulding Component Safety Information,by TPI and WTCA)for safely practiresodortoperfomdng these functions.Installers shall provide temporarybraengperSCSI. TC DL 15.Opsf DATE Unless noted otherwise,top chard shag have property attached structural sheathing and bottom chord fq shag have a properly attached rigid wiling.Locations shown for permanent lateral restraint fwebs BC DL 10.Opsf DRWG 09'O9'2021 shall have bracingg installed per BCSI sections 83.87 or 810,as applicable.Apply plates to each face f wss and pos,o h above and on theJoint Detals,unless noted otherwise. Refer to drawings 160PZ for standard plate positions. BC LL O.Opsf rTW Building Components Group Inc.shall not be responsible for any deviation from this drawing, failure to build the truss in conformance with ANSVTP11.or for handling,shipping,installation 8byracingofbu_. TOT.LD. 55.Opsf O/A LEN. 160504 WrA#CIA 9731T_ A seal on this dmrdng or cover page Vsbg this drs",thdicates acceplance of professional Fps ?Cgs-90 .ngln«ripg n.ponsmlllty sorry forth.design shown.The cal iblIlly and uw oral.drawing ronmswoa�Iitn•reponemllityofth.eurdln,oD.aslcn•rvrANSM116sos, --__________ DURYAC. 1.2�J JOB#:21344_II For more information see this job's general notes page and these web sites: 1 hs PTriISTsg,SA�H.PY 53 d6 rTWBCG:www,Iwbcg.cort TPl:wwwtpinstorg;WTCA:www.sbcmdustry.c m%ICC:www.loceafe.org SPACING 24.0" TYPE COMN Job:21344 II /C26 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,28.68 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep Increase factor for dead load is 2.00. JT PLATE LATERAL CHORD Provide hanger or special connection at left end of truss for 917 lbs. No SIZE SHIFT BITE [24] W 3X4 2.25 R 1.50 Provide hanger or special connection at right end of truss for 914 lbs. 0.25 12 4'4" 5'4" 4—.,. 5'1"4 �{ 194X5 R 1114X5 R 1111.5X4 =3X4 24] 12 6 %4X5(SRS)(R 1113X4 R =3X4 r, cU Uo To 'v in 14X5(R) =3X4 =3X8 =5X10(SRS) 24' X6 4 1117X6 j 12 16'S'4 �—2' 12'5"4 } 2' R=917# U=648#RL=292/-56# R=914# U=817# H=H1 H=H2 SEQ= 465008 PLT.TYP:WAVE DESIGN CRrF=FBC7THED2020rrPF2014Fr/RT=10%(OY)/S(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINOI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ewreme care In fabricating,handling,shipping,Installing and bracing.Refer to and s fogow the latest edition of BCSI(Building Component Safety Information,by TPI and WTCA)for safety TC DL 15.Opsf DATE practices prior to perfomJng these functions.Instagers shall provide tenporary bracing per BCSL ='ra Unless noted otherwise,top chord shag have property attached structural sheathing and bottom chord MAshag have a property attached rigid ceil res selling.Locations shown for permanent lateral traint of webs MMAshag have bracing installed per BGSI sections B3,B7 or 310,as applicable.Apply plates to each face BC DL 10.Opsf DRW G 09-09-2021 f truss and position as shown above and on the Joint Details,unless noted otherwise. Ci Re(erlodewngs160hZforsWMartlplateposgons. BC LL O.Opsf TTW Budding Conponents Group Inc.shag not be responsible for any deviation from this drawing, any(.lure to build the truss in conforaence with ANSVrPI 1,or for handling,shipping,instailabon &bracing of truaasa. TOT.LD. 55.Opsf O/A LEN. 160504 A goal an this drsrdng or cove page listing this stowing,Indicates acceptance of profegolonsl .ngthgorings.pan.roNyspLlyMrth.a..Ignekovm.Tn.emsbmy.ndus.orthl.d.wng _ __ __ DUR.FAC. 1.25 JOB#:21344 II 9mAPw>�l�trlaAL�vR. for any structure la the nspormllity oof N.Bugs! .Dnlgner parANBVTprfB", For ore Infortretlon see this job's general notes page and these web sites: a�,~lm;ramp"o FL W m e" RWBCG:www.Itwbcg.00ra;TPI:www.tpinsLarg;WTCA:www,sbcIndusby.com;ICC:www.I—We.org SPACING 24.0" TYPE MONO Job:21344 II /C27 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,29.20 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. End verticals not exposed to wind pressure. (J)Hanger Support Required,by others Wind loading based on both gable and hip roof types. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE Provide hanger or special connection at right end of truss for 910 lbs. [1] W3X5 S 3.00 [18] W3X4 1.75 R 1.75 [19] W3X5 S 3.00 Provide hanger or special connection at left end of truss for 910 lbs. 0.25 12 12 04X6 R1 III 4X5 R =3X4 1113X4(R)18 6 1113X5 R T1 o5X6(SRS rm /a) ro es 0 0 rp (a) a -v 24' 113X511] =6X6 =3X8 IN3X5[19] 1. 16'5"4 R=910#U=6829 RL=187/-34# R=910#U=795# H=H1 H=H2 SEQ= 465756 PLT.TYP:WAVE DESIGN CRIr=FBC7THED2020rrP42014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF P. Trusses reRulre a--care in fabdcating,handling,shipping,Installing and bred...Refer to and R --- -i follow tDe latest edition of BCSI(Building Component Safety Information,by 7P1 and WfCA)for safety reuses paw to pedoming these functions.Installers shall pmvlde teaporery bracing per BCSL TC DL 15.0 psf DATE Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom onord 1� shot haveeproperlyaltachedrigldoelling.Locations shown for permanenllateral restraint olwebs BC DL 10.Opsf DRWG os-os-zo21 shall have bracing InstaUed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each fete of buss end podgon as shorn above and on the Joint Details,unless noted otherwise. a Refer to drawings 160AZ for standard plate positions. BC LL O.Opsf DW Building components croup Inc.shag not be responsible for any deviation frem this dravdng, as any faiure to build the truss in conformance with ANSVrPI t,or for handling,shipping.installation &bracing of busses. TOT.LD. 55.Opsf O/A LEN. 160504 g qg g y A seat on this drawing or cover page u.urhg this drawing,Indicates acceptance of professional engineering neporspNty_'IsVorthe design sham The suitability and use ofthls drawing for any structure Is the responsibility ofthe Buiding Dalgnarper ANBIRlai1-8 3, -- DUR,FAC. 1.25 JOB#:21344 11 For none Infonwllon see this Job's general notes page end these web sites: MhaVomB8,I1L'H FL324 rTWBCG:www.lwbog.camTPI:vw tpinsL«g:wrcnwww.sbcladusby.cc�lccwww.«eara.are SPACING 24.0" TYPE MONO Job:21344 II /C28 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,29.10 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. (J)Hanger Support Required,by others (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Provide hanger or special connection at right end of truss for 910 lbs. [11 W3X4 S 2.50 [31 W 3X5 1.75 R 3.00 [17] W3X5 S 3.00 Provide hanger or special connection at left end of truss for 911 lbs. 0.25 5'10"8 3'9"8 12 4'9" 2'0'4 12 194X5 R 114X5 R 101.5X4 6 IE [11 T1 05X6 Tn a) � o in a e 24' 113X5(R)[3] =5X6 013X5(R)[17] 16'5'4 R=911# U=674#RL=212/-39# R=910# U=799# H=H1 H=H2 SEQ= 465003 PLT.TYP:WAVE DESIGNCRrr-FBC7THED2020rTPF2014Fr1RT-10%(0°/6y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ebrerne care In i fabricating,handling,shipping,Installing end bracing Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and bracing for safety TC DL 15.0 psf DATE practices prior to pedorMng these fun ns.Installers shall provide lenporary bracing per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shag have a property attached rigid calling.[orations shown for penaanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 shag have bracing installed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each face or Truss and position as shown above and on the Joint Details,uNess noted othervise. '�s• Rarer to drawings 160A-Z forstandard plate positions. BC LL O.Opsf IT IN Banding Cd the truss Group Inc.shall not be SVTPIresponsibleor for anyding.shn from this Brewing, y ralure to bwld the Wss in wnformance with ANSgTPI 1.or for harMirg,sttipDmg•installation TOT.LD. 55.Opsf O/ALEN. 160504 Agsel on this drawing or oovor page listing this drawing,Indicates awptana of profuuonal uglnudngnspona@IIIqulaWarthodoolgnahm.The suitability and us&of this drrMng DUR.FAC. 1.25 JOB#:21344_II Ywia: Al.mva. for any struoblrs�ths Su raaponalb01ty a1thigB ln-gDisipndr Por"MaIrnsil 8ao.2, For more Infom®gon see this Job's general notes page and these web ages: P'CSH E3I,N�BRIAM FL:ism rrWBCG:www,itwbcg.com;TPI:www.tpinst.org:wrcA.,-baindustn.cam:ICQ www.locsofe.org SPACING 24.0" TYPE MONO Job:21344 II /C29 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,28.59 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.16 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and LJ240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD Provide hanger or special connection at left end of truss for 916 lbs. No SIZE SHIFT BITE [31 W 3X5 1.75 R 3.00 [17] W3X5 S 3.QO Provide hanger or special connection at right end of truss for 913 lbs. 0.25 12 9"12 �—3'10"8 69"8 '6"8 2'5"— �{ �4X6 1114X5 R 1111.5X4 12 6 p %4X6(SRS)(R 1111.5X4 Ic o c v M 24' 013X5(R)[3] =5X6 013X5(R)[17) 16'5"4 R=916#U=636#RL=320/-61# R=913#U=732# H=H1 H=H2 SEQ= 465000 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrP42014Fr1RT=10%(0%y5()) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require odreme sere In fabricating,handling,shipping,Installing and bredng.Refer to and f0,ow the latest edition of BCSI(Building Component Safey lnlonretlon,by TPl and VYfCA)lor aetoy TC DL 15.0 Sf DATE practices pdor b padorming these func0ons.Installers shell provide terpomry bradrg par BCSL P —"—' '--— UNess noted otherwise,top chord shag bave prepedY attachetl stNchval sheathing and bottom chord MAMMA shag have ap-pedyattachedrig.ceiling.Locatlonsshownforpemmnenllateralresualntofwebs BC DL 10.Opsf DRWG 09-09'2021 sha0 have bracing Installed per SCSI sections B3,B7 or B10,es applicable.Appy plates to each face a'- buss and positionshown above and on the Jain,D_S.unless noted otherwise. Refer tod aw ngs 160hZfors anaa tl plat.cos an. BC LL O.Opsf 6 Buediny Components Group Nc shall not be responsible for any devi _from Nis drawing, a .�-•� [ `e-. 0 ny falure to buad the truss in confomanoe with ANSt?%1,or for handling,shipping.installagon 8 bredng oruusses. TOT.LD. 55.Opsf O/A LEN. 160504 A 49M A seat on this drewing or cover page gstlng this drawing,Indicates aaeptena of pretaesloal REIN englnearingrespoamlyeWeyforthadeslgnshown.Theeulab0lyandweofNhdmdng DUR.EAC. 1.25 JOB#:21344_II 9611PA)iKKC'F7Jf9A1➢LVA for any structure is the reeponaibllly of the Bulding Designer per MSVrPI 1820.2. - _ For nore informnflon see this Job's general notes page and these web sites: FCSA la87d BgiICW.EL 328" nwBCG:www,itwbog.conr TPI:www.tpinstorg:WTCAh www.sbdndasby.co IM wwwkcsefe.org SPACING 24.0" TYPE MONO Job:21344 II /C30 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T4 2x4 SP SS; 170 mph wind,28.07 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD Provide hanger or special connection at left end of truss for 922 lbs. No SIZE SHIFT BITE [1] W3X4 2.25 R 1.50 [3] W 3X5 S 3.00 [18] W1.5X4 S 2.25 [19] W3X5 S 3.00 Provide hanger or special connection at right end of truss for 914 lbs. 12 f 1'10'8 T9'6 0.25 FF8— + 5-2.12 \\\4X5 R 1114X5 R T4 IH 1.5X4[18 12 6 p 03X4 n o m %4X5(SRS)(R =-3X4 1 T_ fV 24' U13X5[3] —3X8 =5X8 1113X5(Rj 119] 16'5'4 R=922# U=611#RL=4191-839 R=914# U=8129 H=H1 H=H2 SEQ= 464997 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrPp2014FT/RT=10%(0%ySig) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p - -- Trusses require extreme care in falsHcating,handling,shipping,installing and bracing.Refer to and [ follow the latest edition of SCSI(BuildiMcomponent Safety lnforaa W tion,byTPlandiCA)forsafety TC DL 15.Opsf DATE _ practices prior to perlomdng these runctlons.Installers shell provide ter porery bracing per BCSL Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chard MAMMA.^ shall have a propedy attached rigid ceiling•Locations shownfor permanent lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2�21 shan have bracing Installed per SCSI sections 133,B7 or 010,as applicable.Apply plates to each face Rr truss and position shown above and on the Joint Detags,unless noted otherwise. efer to drawings 160AZ for standard plate positions. BC LL O.Opsf R ` yfa evading ild a trues Group o,r<snag not be responsibleTPI1r for any dig.shipping, ring,thisrot drawing, y feing to build the trues in conformance with ANSgTPI 7,or for hancting,shipping,installation 6 Eredgoalathisd TOT.LD. 55.Opsf O/A LEN. 160504 {9 y� Afro an this sfenn gorlgvv page signsho shown. -Thedrawing acceptance of rawrI2mW —� .y ---- •nginyswcW tsthorespouiyfoTlh.deign.hovm,_1gnorptab SIrreuiaottAlsdmNng tinny rtruoWnLN.fupon.Ibllly ofth.9ugding D.dgn.rpe ANSVrP118saR, -DUR.I'AC. 1.25 JOB#:21344 11 9Sl1TAQ6GQ'I,R!<.1L1iLV0.. For more infomation see this lob's general notes page and these web sites: escs�as�,` T, +sue rrWBCG:www.Itwbcg.corRTPI:vww.tplestorg:WTCA,www.sbc1ndustry.cpn;?CC:www.Iasefo.org SPACING 24.0" TYPE MONO Job:21344 II /C31 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,27.47 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 9 2x6 SP SS; Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W3X5 S 3.00 I= 978 I' T2"8 _-3X4 =3X4 T2 III1.5X4 1111.5X4 12 6 F;;;- ,,3X4 v to to =5X6 W9 1113X4(R) rT Li T 1114X5(R) T N 1 61911 24' 1fl3X5[3] =3X8 111.5 4 16 6" 8'8"12 {+ 7'8"4 R=919# U=586#RL=485/-100#W=8" R=936#U=813#W=11"4 (Rigid Surface) (Rigid Surface) SEQ= 465815 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020frPF2014Fr1RT-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 '•WARNIN011'READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.Opsf REF •'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �t I Trusses require mdrerna core In fabricating,handling,shipping.Installing and bracing.Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and WTCA)for safo y �u9��-.1• _`+' __ pp ecuces pow to pedorndng these functions.Installerm shall provide tenpwary bracing pe BcsL TC DL 15.0 psf DATE Unless noted otherwise,top chard shall have properly attached structural sheathing end boft m chord shall have a property attached rigid ceigng.Locations shown for permanent lateral restrelnl of webs BC DL 10.Opsf DRWG 09-09-2021 shall have bracingg installed per SCSI sections B3.B7 or B10,as appI,. .Apply plates to each face f W59 end position as shown above and on the Joint Detaes,unless noted otherwise. gRefertodawings16DA-Zforstandardplatepositions. BC LL O.Opsf fffa lure to b Canhe truss Group Inc.shall not be responsible for any deviation from this drawing, any(,lure to build op truss in wnfonrence with Ae respo 1,le for handling,shipping.installation I bratlrg a1.—a. TOT.LD. 55.Opsf O/A LEN. 160504 TWA(9'm Srf 3= A..0 on We droving at rover page grting this drawing.Ind;uta acceptance of proN.denal R.FXSp3g g2a_2M___— engineering mponelblild sol.yfor the-dulgn ehown.Theeultablltymduse of thledravdng farany Mature 1.the responsibility of the Buldeao—slge.rperMSyrPrleeoa. DUR.FAC. 1.25 JOB#:2134411 For pare Warrenton see this job's general notes page and these web sites: mhoArm10+:c F.32W& nWBCG:wwwJtwbcg.mncTPI:wwwApinstorg;WTCAwww.sbdrdustrywm;ICC:www.Iccsefo.wg SPACING 24.0" TYPE HIPM Job:21344 II /C32 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.17 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 9 2x6 SP SS; Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W3X5 S 3.00 [14] W3X4 2.25 R 1.25 8' 8'S" %4X5(R) a3X4[14] 1113X4 FM LLU 12 6 o3X4 iV rN e 5X W9 T 01 1114X5(R) T_I 24' 1113X5[3] =3XB 101.5X4 16'5" t- 878 -I- 8"8 + TY -I r R=919#U=602#RL=418/-87#W=8" R=936#U=786#W=8" (Rigid Surface) (Rigid Surface) SEQ= 465798 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rrPF2014FT/RT=10%(0%)f5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWINGI h "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e#rerne care In fabricating,handling,shipping,Installing and brecing.Rafer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and WrCA)for safety pro ces prior In pedo ruing these functions.Installers shall provide lenvorary bracing per BCSL TC DL 15.Opsf DATE UNess noted otherwise,top chord shag have properly attached structural sheathing and bottom chord JS shell have epropedyenacheddgld caging.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 49-�9-2�21 S shall have bracing Nstagotl per BCSI sec0ons B3,B7 or B70,as applicable.Apply plates to each lace and position as shown above and on the Joint Details,unless noted otherwise. Refer to draw ngs 16OA-Z forstandard plate positions. BC LL O.O psf m�® rrw eaamng ca the tens cmap Inc.ehen not be re TPI 1. r for any ding.shipping,rots lla»ong. ny"""to"2 me bass m conremence with aNslrrPl 1,or for handing.anippmg,installation 6 bracing of trueaea. TOT.LD. 55.Opsf O/A LEN. 160504 A V5Q 97gg oM A veal on this drawing or cover page thl.drawnno,Indleata,aapt.no.of prma.uow � ;, snglrlaadng responsmNb solely forthsdulgrishown,Tha.ult.blilfy and use of Nb drawing sswlA�rs a��w forany.wcwwbth.rnponslblllyofths Building Dislpn.rlsrMSVI"Pl1Bio.2. — _D.UR.FAC. 1.25 JOB#:21344_II For m ore Information see this job's general notes page and these web sites:nWBCG:www.itwbcg.congTPi:www.rometorg;WrCAwww.axindustry.com;?cc:www.l=aam.org SPACING 24.0" TYPE COMN Job:21344 II /C33 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.11 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 W 10 2x8 SP SS; Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [81 W 3X5 S 3.00 [10] W 3X5 2.75 L 1.25 [25] W4X6 S 2.00 6' 10'5" S5X8 =3X4 011.5X4 1114X6 R 25 12 6 p N N C rD V 03X5[10 11110 T 111.5X4 011.5X4 5X6 Es3X8 =3X4 T N =1.5X4(R 24' �e =3X8 1111.5X4 Y �g Yi 16'5" 2'2.10 9' + T5" R=11149 U=766#RL=391/-132#W=8" R=926#U=733#W=8" (Rigid Surface) (Rigid Surface) I OH LEFT RAKE=2'4" SEQ= 465796 PLT.TYP:WAVE DESIGN CRIr=FBC7THED2020rrM014Fr/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING]"READ AND FOLLOW ALL NOTE$ON THIS DRAWING] I "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require aweme care In fabdoadng,handling,shipping,installing and bracing.Refer to and y fohowUhelatesteditionoIBCSI(BuildingcompmcentSafeylnfonroWn,byTPlandWrCA)forsafery TC DL 15.Opsf DATE precgces pdor to pedamdng dwse functions.Installers shag provide tenporery bracing pe SCSL sue'--- Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord ( shall have a property attached rigid wiling.Locatona shown for permanent lateral restmintofwebs BC DL 1O.Opsf DRWG 09-09-2021 shah have bracing Installed per SCSI sections B ce 3,B7 or 810,as applicable.Apply plates to each ra af buss and pastb as hewn above and on the Joint Details,unless noted otherwise. erertodrawings160AsZforstandardplatepositions. BC LL O.Opsf _ IrW Building Conyonents Group Ian shall not be responsible for any deviation from this drawing, any failure to butd the Wes,n conformance vnth ANSVTP11.or for handling,shipping,installation ti,brecingoftrosses. TOT.LD. 55.Opsf LEN. 160504 p g7g,+i A goal oft this tlevdngor buyer page tilting this n,Tile,lndlateandusenalo of profeuoul _ _ _ DU_R.FAC, 1.25 JOB#:21344_II g jw r9---.--enpinwdnpnhponammtyeolety,forMe_deUgntrhgwn,TMalbbOlyWuo ofNle drevAnp sg9YA>n[atrraAr.tnVa focally ehugWnhthe neponelhllly of the BuOdIng Designer perANSVTPI I Soot, — _ �SSi4 �hN9�1 ,i�F.:hBPPkMJ F.ItvjbrenloTPI: see this job's generelnotes page and these rn;ICQsites: n SPACING 24.0" TYPE COMN n'WBCG:www,liwbcg.corr�TPI:www,tpinstarg;WTCA www.sbcindustry.com;ICC:wvwv.kcsefe.o Job:21344 II /C34 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,25.82 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W 3X5 S 3.00 [20] W3X5 S 3.00 4'10" 10. 4' E4X5 N4X5 SRS R 1111.5X4 12 T1 6 p N t7 N O W3X5(R) T1111.5X4 N 11.5X4(R 24'v 011.SX4 --(As ca3X8 y ] g r1I3!19(R)j20l 1.1 9.8" 2710 R=756#U=503#RL=290/-130#W=8" R=530#U=418#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464973 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020/rPRD14FT/RT=10%(0%)/S(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 -;WARNING['-READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TIC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p I Trusses 1.1elre e...core In I.Was ing,handling,shipping,installing and bracing.Refer to end y f000w the latest edmonofBCSI(BmmingomponentSafeylnformallon,by Tat and WiCA)for safety TIC DL 15.Opsf DATE �dA> -IRV proclices prior to perfomdng these funct ns.Installers shall provide tenporery bracing per BCSL Unless noted otherwise,lop chord shag have properly allached structural sheathing bottom chord and botto c oN shag have a propedya6ched rigWoe0ng.Locations shorn for pemwienl lateral restraint ofwebs BC DL 10.Opsf DRWG os-os-zo21 shag have bracing installed per BCSI sections B3,87 or BID,as appllcabie.Apply plates to each face o/truss and past Ion as shown above and on the Joint Details,unless noted otherwise. yS IjR1j Refer to drawings 160AZ for standard plate poeilions. BC LL O.Opsf 1 Rw Building Cor ponents Group he shag not be responsible for any deviation from this drawing, any failure f build the Wss in conformance with ANSVTPI 1.or for handling,shipping,thstagagon abraargarwaaea. TOT.LD. 55.Opsf O/A LEN. 90800 'AMA(M 975-am A seal an this tlmMg or cover page Haling this droning.Indicates acceptance of professional srIgInrarinpresponslbillty.soieiyforthededgnohm.ThssullablItpanduseofthisdnwing DUR,FAC. 1.25 JOB#:21344_II 3�>iPA>ffiUDrraA3.rnNa.. faranysbuaWmisthetaeponslblttyofthe BuldNg Designer per MJBVTP11See.4. - —_ #: For avers infonr ation see this Job's general notes page and these web sites: E+tSa�TAc�7�a S�,Pf isalr! nWBCG:ve—Ivicg.W TPl:coxes.Ipinstorg:Wick v—v.sbclndusby.coMICC:www.lccssfe.org SPACING 24.0" TYPE COMN Job:21344 II /C35 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T1 2x4 SP SS; 170 mph wind,25.82 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not etiposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [81 W 3X5 S 3.00 [20] W 3X5 S 3.00 4'10" 2'10' 2' =-4X5 12 T1 /f/4X5 SRS R 1111.5X4 6 p N 1113X5(R) T ml.sxa fV N 1Ti( 1.5X4R e 811.5X4 FI 24' ne =3X8 g 13X5(R)201 "I 9W �—2'710 R=756#U=529#RL=188/-159#W=8" R=530# U=390#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464975 PLT.TYP.-WAVE DESIGN CRR=FBC7THED202OrTPP014FT/RT=10%(0%ySig) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eweme care In fabricating,handling,shipping,installing and bracing.Refer to and s ( follow the latest edition of SCSI(Building Component Safety Information,by TPI and WTCA)for safety prectkes prior to pedamdng these functions Installers shall provide ternporary kno ng par BcsL TC DL 15.Opsf DATE uNess noted othervi se,top chord shall have property attached structural sheathing enA bottom chord 'prAFp Ei"S{ R shel have a properly attached ngtd calling.Locations shown for permanent lateral restralnlof—lis BC DL 10.Opsf DRWG �9-09-2021 2S f4�5t' i� shal have bracing installed per BCSI sections 93,B7 or B10,as applicable.Apply plates to each race q. p f Wss end positron as shown above and on the Joint Details,uNess noted otherwise. Rstar todrawings160AZ for standard plate positions, BCLL 0.Opsf ITW Building Conponents Group Ina shag not be responsible for any deviation from this drawing, any falure to build the truss in conformance with ANSVTPI 1,or for handling,shipping,installation a bracing oPo TOTLD O/A LEN.A eeel on this drawing or cover page Rating this drawing,Indlube acceptance of proeetorul 90800 � _ —enpineednpnepanebillgeaety_IprN�dallgnehawn.Theluhblltyar, u3so}MledmNng DUR.FAC. 1.25 JOB#:21344 II 96i9PAY1CCSM1AL9LYA. for any structure le the reepomtlbl0ty ofthe Buiding DielgnerpeANSVrP118ea9, -- ��� L. For more information see this Jobe general notes page and these web sites: �, "WBCG:www.Iwbcg.comTPI:www,lonstorg:WTCAwww,sbdndustry-MICC:www.locsafe.org SPACING 24.0" TYPE COMN Job:21344 II /C36 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,25.82 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 [17] W3X5 S 3.00 410" 4'10" =4X5 12 T2 6 p in o 1113X5(R) 013X5(R)M T1111.5X4 N I (.15X4R 1 e ul.sxa rl 7] 24' ,C =3X8 1"I 9,8e _I �—2710 �{ R=756# U=545#RL=165/-187#W=8" R=530#U=371#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464977 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rrM014Fr1RT=10%(0%)1Sig) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGItt READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p p Trusses require ebreme care In fabrlcatIng,handling,shipping.Installing and bracing.Refer to end taoowtnelatest¢m,anofBcsl(BwlmnggCamponenlSalarylniMmadon,byTPlandWfCA)forsafoy TC DL 15.Opsf DATE +.' practices prior to pedorMng These lunctbns.Installers shall provide lertporery bracing per SCSI. UNess noted oNerwise,lop ctaM snail have properly eltanitetl auudural shea0grg and bottom chord shot have a properly attached g d ceNng.LoceOons shown for pe manent latera restraint of webs BC DL 10.Opsf DRW G 09-09-2021 shay have bracingg m5laged per SCSI aediana B3,B7 or 810.as sppticabre._pty plates to¢ach(ace a!truss end positbn es shown above and on the Jdnt Detags,uNess noted otherwise. er¢rtodrawingalsg .,standampat¢poaaiona. BC LL O.Opsf Ir��� nw 9uadlng co�onents Group nc.snan not be respons de ror any d..tIon f ore mis drew ng, 1 -'-'+rt ny/..ure to build Ina Wss in confamance with ANSIlTP11,or for handling.sNpping,installation - 8brecingarwaaea. TOT.LD. 55.Opsf O/A LEN. 90800 A(9M�� A seal on We dmNng of etwer page getlrlg this drawing,indicates acceptance of prebeelorltl F31�zy�5B? am— engineering wuponsb@beceyrarthwdWpn�hown_ThuulnbrlNanduuorthlednwnp DUR.FAC 1.25 JOB#:21344 II sAmccrJvnazecvn . for any epmreIs the respan.IbIlIttyoftheBuldlg0teignerperANSlrtprls.os For more information see this lob's general notes page and these web sites: pabOVANESmws.FL rrWBCG:wJtwbcg.cern;TPl:wJpinstorg;WTCAwww.sbcindustiyxom;ICC:www.lccssfe,og SPACING 24.0" TYPE COMN Job:21344 II /C37 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,25.36 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpl(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loading based on both gable and hip roof types. Special loads Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 94 plf at-2.22 to 94 plf at 3.00 (1)2x4x941-0 x SP#2 Bottom chord scab centered 4-10-0 from left end.Attach to one face of chord with(2)rows of TC:From 47 plf at 3.00 to 47 plf at 6.67 0.148"x3",min.nails @ 6"oc,staggered 3". TC:From 94 plf at 6.67 to 94 plf at 11.89 BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 3.03 BC:From 10 plf at 3.03 to 10 plf at 6.64 BC:From 20 plf at 6.64 to 20 plf at 9.67 BC:From 4 plf at 11.75 to 4 plf at 11.89 PLB:From 4 plf at-2.01 to 4 plf at-0.17 PLB:From 4 plf at 9.83 to 4 plf at 11.68 TC:78.45 lb Conc.Load at 3.03,6.64 TC:37.11 lb Conc.Load at 4.83 BC:120.85 lb Conc.Load at 3.03,6.64 BC:54.17 lb Conc.Load at 4.83 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load. (1)2x4x3-8-0 x SP#2 Top chord scab centered 4-10-0 from left end.Attach to one face of chord with(2)rows of 0.148"x3", min.nails @ 6"oc,staggered 3". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W 3X5 S 3.00 (21] W3X5 S 3.00 lea a7a 78# + 4 3-0"6 3' 1. Ya'- 3' 12 =5x6 (Si) 0/4X5(R) T 6 � T ��pp�� fl3X4 C3X4 :° N 011.5Xd5X4 111.5X4 N �I1SX (S2) . 4�7.5X4(R) _I I 24' / 1113X5[81 �3X4 m3X8 ua 1 V8 7 fl 9'6" 11 F`2'2"10 2710---�{ 121# 121# R=876# U=898#W=8" R=878#U=8989 W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" OH RIGHT RAKE=24" SEQ= 464967 PLT.TYP:WAVE DESIGN CRIr=FBC7rHED2020rrPF2014Fr/RT-10%(0'Q/5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 •'WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eAreme rare In fabricating,handling,shipping,Installing and bracing.Refer to and s fc0owthe latest edition ofBCSI(BuodingconhponantSaferymformation,byTPl and WrCA)for safery TC DL 15.Opsf DATE _ practices prior to pedom se dng the fun ctioas.Installers shall provide temporary bredag per BCSI. Unless noted otherwise,top chord shag have properly attached sbudural sheathing and bosom chord shall have a propedyattad,eedgmealnag.Locations shown for permanent lateral reatralntafwebe BC DL 10.Opsf DRWG 09-09-2021 shall have bracing Installed per SCSI sections B3,B7 ar B10,as applicable.Apply plates to each face of buss and position as shown above and on the Joint Details,unless noted otherwise. Refertopwingal6OA.Zto'standardplatepositions. BC LL 0.Opsf rrw aaoding caaponents croup Inc.shall not be responsible for any deviation hem this drawing, any failure to build the huss in conformance ANSV rot 1,or for handling,shipping,Installation ^ + abredngoftrusses. Ithe TOT.LD. 55.Opsf O/ALEN. 90800 g a this bOyg or ryoI I �s0ydusm_onU ltsol. r da design showne uibb aneo is drawing rmorgeinni110.ePoe rneoeonultyofth: oodInODalgaara•rM8VTPI18.o DUR.FAC. 1.25 JOB#:21344_II For more Information see this job's general notes page and these web sites: P(ShOAXOBg.WMF. rrWBCG:www.Itwbcg.com:TPl:www.tpinstorg:WTCA,www.sbclndustry.cmn;ICC:www.kcsafe.ug SPACING 24.0" TYPE HIPS Job:21344 II /C38 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS Special loads Bot chord 2x4 SP#2 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Webs 2x4 SP#3 TC:From -0 plf at-3.14 to 92 plf at 0.00 Ll Level Return:2x4 SP#3; TC:From 2 plf at 0.00 to 2 plf at 4.18 BC:From 2 pit at 0.00 to 2 plf at 4.18 170 mph wind,25.35 fl mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT[l,EXP D,wind TC DL=5.0 PLB:From 4 plf at-2.97 to 4 plf at-0.17 psf,wind BC DL=5.0 psf.GCpi(+I-)=0.18 TC:-148.95 lb Conc.Load at 1.41 BC:28.34 lb Conc.Load at 1.41 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE •"•'BEARING ANALOG MODIFIED!••"' [5] W 1.5X4 S 2.75 -149# L Z9"3 R=41/-12#U=34#Rh=-140#RL=230# NAILED R=67/-137#U=244# NAILED 26'4" x�1.5x4 12 4.24 p N IG 7.5X4 f^. (V 1111.5X4 �- (V (V =1.5X4(R 1I 1111.SX4 24' Li p3X4 �. III1.5X4[5] 31"10 473 289 R=291#U=392# Rh=140# RL=230#W=10"9 (Rigid Surface) OH LEFT RAKE=32"11 SEQ= 464965 PLT.TYP.-WAVE DESIGN CRIT-FBC7THED20201TPL2014FTlRT=10%(0%y5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF i' Trusses require eArene care In fabricating,handing,shipping,installing and bracing.Refer to and s fallow the latest edition of SCSI(BuildingComponent Safety Infomation,by TPI and wrCA)for safety practices prior to performig these functions.Installers shall provide tenporaiy bracing per BCSI. TC DL 15.0 psf DATE Unless noted otherwise,top chord shag ban propcdy attached structural sheathing m ng and botto chord shag have a properly attached rigidcemng.Laoagons shown for pemaren lateral restrelotofwells BC DL 10.0psf DRWG 09-09-2021 shag have bracing installed per BCSI sections B3,B7 or B10,as applicable.Apply dates to each face Refer end position as shown above end on the Joint Details,unless noted otherwise. Refer to drawings 180A-Z for standard prate positions. BC LL 0.0psf ITIN Building Components Group Inc.shall not be responsible for any deviation from this drawing, any(alum o build do truss in canfomence with ANSVTPI 1,or for handling,shipping,installation abraangafwsses. TOT.LD. 55.Opsf O/A LEN. 40203 A soil on this drawing of mar page Reding We drawing.Indlostes acaeptana of praf"tlontl Z {�• engineering responsibility the design shown,The suitabllyend useof 1.drawing forenyef d5r-olatheras a[Utyofth.BuldlngoeslgnerperANsgrpire.as. _ DUR.FAC. 1.25 __ JOB#:21344_II r a'v'm'�'D'' For male information see this)ob's general notes page and arose web sites: ALv27 wltmUBAC S FL Ulm IrWBCG:wwwJtwbcg.aamTPI:w w.tplsstarg:wTGAwww.abclndesby.aom:IMwww.lacaafe.org SPACING 24.0" TYPE HIP JACK Job:21344 II /C39 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,25.36 fit mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT ill,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 3X5 S 3.00 R=37#Rw=133# U=110#RL=233/-99# NAILED 26'4"8 12 s p 102X4 m fV V7 III1.5X4 N Es1.5X4(R FM 1111.5X4 F1 III X y 4' d w 2710 3"8 2'8"8 3' R=4659 Rw=468# U=443#W=8" R=54# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464958 PLT.TYP:WAVE DESIGN CRrr=FBC7THED20207rPL2014 F/RT-10%(0%y5(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require ndran o care In fabricating,handling,shipping,Installing and bredng.Rarer to and s t follow the latest edition of BCSI(B%dingcwponent Safety Information,by TPl and WrCA)for safety procures prior to pedorMng these nctlons.Installers shall provide temporary bracing per BCSL TC DL 15.Opsf DATE .�` Unless noted otherwise,top chard shall have properly attached structural sheaWng and bottom chord shall have a properly attached rlgidceling.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-D9-2D21 shall have bracing installed per SCSI sectlons B3.B7 or B70,as applicable.Apply plates to each face f truss and position as shown above and on the Joint Details,unless noted otherwise. Ref erlodrawings160A.Z(ocsWMandplalepoiiMons. BC LL O.Opsf IT W Building Corrponents Group Inc.shall not be responsible for any deviation from this drawing, Y failure to build the truss in conformance with ANSYrPr 1,or for handling,shipping,installation 8 tradZofWssea. TOT.LD. 55.Opsf O/A LEN. 3 TWA(IM lq"Bj(:.y',j A seat on this disking or over page listing this dmdng,Indicates aoaptanw or pnlrenlansl IrAZZ pj 07V ram— mpineedng responalblllty wlely forthe deslgn shown.The subbllty snd use of this drawing tar any structure Is the responslblltyofthe Building DeelgnerperMledTPhl Bea.. DUR.FAC. 1.25 JOB#:2134411 9Si NO 11'XILf o.F ' For more Information sea this job's general notes page and these web sites: �KSh�-�d�1�7tfBk�r9�8t.FE SS>B65 rTWBCG:wvnvjtwbcg.comTPI:vow.tpinstag:wTCAwww.sbdndusby.c=:ICC:www1—fe.org SPACING 24.0" TYPE EJACK Job:21344 11 /C40G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 2 Complete Trusses Required Bat chord 2x6 SP SS Webs 2x4 SP#3 W 2,W 10 2x4 SP#2; Nail Schedule:0.148"x3",min.nails Top Chord:1 Row @12.00"o.c. Bat Chord:1 Row @ 4.50"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts may be used for(1)0.148"x3",min.nails on The Bottom Chord Only. Special loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) TC:From 47 plf at 0.00 to 47 plf at 9.67 TC:From 45 plf at 9.67 to 45 plf at 21.00 TC:From 94 plf at 21.00 to 94 plf at 22.00 BC:From 10 pif at 0.00 to 10 plf at 19.40 BC:From 20 plf at 19.40 to 20 plf at 22.00 BC:932.28 lb Conc.Load at 1.40,3.40 BC:938.94 lb Conc.Load at 5.40,7.40 BC:937.49 lb Conc.Load at 9.40 BC:914.27 lb Conc.Load at 11.40,19.40 BC:909.85 lb Conc.Load at 13.40,15.40 BC:912.54 lb Conc.Load at 17.40 170 mph wind,27.61 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Page overflow in note placement.(RdNot) 0.25 12 v lam-9.8" 2 5"12 6,4"8-'+1�1 we - 6( 12 R1�111 5X4 6 p 0 03X4 Na) W1 o fo n rn 1 15X8 W2LWI m �24r 1113X6[3] 1115X6(R)[24] 1. 22' �]«y-.�.-y-+�«Z'-+�«2, 14 9329 83 939# 9J9 937# 81 910# 91 913# 9 R=5521#U=4444#W=8" R=5022#U=4211#W=8" (Rigid Surface) (Rigid Surface) SEQ= 465760 PLT.TYP:WAVE DESIGN CRIT-FBCTTHED2020rrMDI4Fr1RT"10%(0hv5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.1667 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require edreme care In fabricating,handing,shlpping.Installing and bracing.Refer to and rmowes hostodmonof acheseundn Component Safely provide temporary rating per for Lately -"+em"._�a practices prior to performing tg sI(B ildi co.ponentrm shall provide lenp y TP bracing per BCSL TC DL 15.0 psf DATE -- - Unless noted otherwise,top chord shall have properly attached structural shoathing and bottom lord shad have a property attached rigid ca01ng.Locations ah-far permanent lateralm:traint of webs BC DL 10.Opsf DRWG 09-09-2021 shaA have bracing installed per BCSI sections B3,B7 or e10,as applicable.Apply plates to each face of buss end position as shown above and on the Joint Details,unless noted otherwise. L 9'- Refer todawngs160hZforsandaN plate pos ons BC LL O.Opsf 11n,aadng conpenanto Group Inc shall not be responsible for any deWedon from this draWng. any f dLg to build the bass In cordonence with ANSUTPI 1.or for handing,shipping.installation h bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 22 p( +�O Auet on this dTxing or cover page Ifel ng Ihledrawing,Indlg roN he*=pi no*of polonal 1rAM y11�1-r�9 Si enginudng reeponalbillty solely for the dalgn shown.ThesulteblI ty and use or thls dmmng ro any awowAu(hr+aponubmyonn.emdngoeelgnarp.fAwevrr(re.oa. DUR.FAC. 1.25 JOB#:21344_11 For more Information see this job's general notes page and these web sites: mhw"o BRACE4 FL 3"" nWBCG:www.hwbcg.comcTPI:wJpmsborg;WTCA., v.abcindaaby.com;Ice:-locsafe.org SPACING 24.0" TYPE SPEC Job:21344 II /C41 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.59 ft mean hgt,ASCE 7-16,CLOSED bidg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [3] W4X5 S 3.00 [11] W1.5X4 S 2.25 [17] W4X5 S 3.00 98'7 1015'9 10" 1' --5X8 101.5X4 11 ri =5X6 .5X4 12 6 p 04X5 o � ro N (a 911.5X4 T N 24' =5X6 -3X8 III R 3 22' X5 171 R=1249#U=8709 RL=459/-119#W=8' R=1249#U=999#W=8' (Rigid Surface) (Rigid Surface) , SEQ= 464988 PLT.TYP:WAVE DESIGN CRIr=FBCTTHED2020rrK2014FrfRT=10%(0°ky5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNING]''READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF k Trusses require a..-care N fabdcadng, shipping.Installing and bracing.Refer to and y follow the latest edition of BCSI(Bundin Component Safety Informati ty,on,by TPl and WrCA)for safe eNcespriortoperfomtlngthesefun ns.InstallemahagprovidetenoorarybracingperBcsl. TCDL 15.Opsf DATE n havelapropenyatachQedrig`dmsseynv�l.�g°oonssnhoownn`f sperm ail tea`eststrra�toiwae A MOMMILshag have bracing installed per Best sections Bs,B7 or ate,as applicalde. sly plates to own face BC DL 10.0 psf DRW G 09-09-2021 ar pass and position as shown shoes and on the Joint Details,"rdeaa oared tortes. p Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 sf s MIN Building Conponents Gmup Inc.shall not be responsible for any deviation from this drawing, any failure to build the buss in conformance with ANSVTPI 1,or for handling,shipping,Installation &bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 22 iS g @8 Srl� A seal on this dlewhlg or cover page listing We drawing,Indloetes acceptance of professlerW englnndng msponelblgty wleiy forth'dulgn shown,The eultebillty and use of thle dnrdng ror.�yswoa:I.m. .poneromtyormeetigdmgo.elgn.rp.rArtsgrPlre.as. __ DUR.FAC. .25 JOB#:21344_II ]t ilIFABK(5N7tA1'4 F ' For avers Information see this Job's general notes page and these web sites: Sa ALVtYaeM�i,PE 53A4& frWBCG:wwr.Ilwbcg.coin:TPl:www.tpinstorg:WTCAwww.sbcindustny.concICC:www.kcs&e,.org SPACING 24.0" TYPE SPEC Job:21344 II /C42 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.04 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+f-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LITERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [31] W3X5 S 3.00 r 0.25 12v %4X5 =4X5 #14X5(R) 4X5 SRS R 1111,5X4 =4X5 12 6 p 04X5 I. rn p in 7 rD &D ppII'' 1111.5X4 D1.5X45X4 1.5X4(R 24' i% 103X6(R) =3X8 =5X8 �3X8 1;,8 13X 31] It 22' �—'2710 R=1435#U=1016# RL=535/-187#W=8" R=1212# U=983#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464915 PLT.TYP:WAVE DESIGNCR[r=FBC7THED2020RP42014FTIRT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF A Trusses require extreme care In fabricating,handling,shipping.Installing and brodng.Refer to and s follow the latest edition of SCSI(Suilding Component Safety Infomatlon,by TPI and WTCA)for safety practices prior to perfonnIng these funcdbns.Installers shall provide lerrporary bracing par BCSL TC DL 15.0 psf DATE Unless noted otherwise,top chord shag have properly attached structural sheathing and bollan chord shall have a property attached rigid wiling.Locations shown for permanant lateral re:balntofwabs BC DL 10.Opsf DRWG 09-09-2021 shall have bracing Installed per SCSI sections B3,B7 or 1110.as applicable.Apply plates to each few g .four and position as shown above and on the Joint Details,unless noted otherwise. Ratet to drawings 160A-Z for standard plate positions. BC LL O.Opsf rTW Building Components Group Inc.shall not be responsible for any deviation from this Brewing, �"•k���ep, " � y Mure to bugd the%w in oadornanoe with ANSITPI 1,or for handling,shipping,Ir sU(lation abrodngorwasaa. TOT.LD. 55.Opsf O/A LEN. 22 1AWA �jg�+ tam A goal an e dnwlnp or wvor peps Iletfi g We dmxNp,Inclinesa aephnce of plofenlano gr. .z� W 8 rry gopldgodngnsponslblllywlelyforth@designshown.Thsntltsbliy.ndgoeofthlsdrswing fdf.ey s6uctui.lift rosponsmmaofthe Buldng Dsslgnerpsr ANallriol 189c2. DUR.FAC. 1.25 JOB#:21344_II For more Informallon see this job's gemral notes page and these web sites: is 7>ryi9g3R.H,kiz 9st�34r nWBCG:www.itwbcg.can;TPI:www.tpinstorg:WTCA www.sbclndusby.can:ICC:www.lccsafe.org SPACING 24.0" TYPE SPEC Job:21344 II /C43 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T5 2x4 SP SS; 170 mph wind,27.04 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 B2 2x4 SP SS; psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [28] W 1.5X4 S 2.50 [29] W4X5 1.50 R 3.00 9,8„ 112 14 I 37 ,.{. 6'6" 0.25 12 6\4X5 =4X5 N4X5(R) =5X6 SRS T5 1.5X4[2 12 6 p 03X4 o ie o (a) to ro N It IIIIII,, 1111.5X4 5X4(RI1.5Xd5X4 � — _ 24' �, 103X6(R) —3X8 —5X8 Bra 1P8 1114 (R)[29] tl 22' �-2-2.10�{ R=1437#U=1038# RL=430/-215#W=8° R=1216# U=958#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464918 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrM014FT/RT=10%(0%ySig) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINOI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 30.0 Sf REF "IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require eareme care in fabricating,handling,shipping,Installing and bredng.Refer to and follow the latest edition of SCSI(Buildmg corrponent Safety Information,by Tot and wrCA)for safety TIC DL 15.Opsf DATE practices prior b Dedorndng these fun ns.Installers shall provide lenporery bredng per BCSI. UNass noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ahed have aproperyeltached rigid wldng•Locations shown for pemanentlahualresnsloto(webs BC DL 10.Opsf DRWG 09-09-2021 shad have bracing InsWled per SCSI sections B3,B7 or 870,as applicable.Apply plates to each few rwss and position as shown above and on the Joint Details.unless noted otherwise. BC LL 0.0 psf Refer to drawings 160h2 for standard plate positions. rrW Building Corrpanents Group Inc.shad not be responsible for any deviation fran this drawing, any tadure to build the truss in conformance with ANSVTPI 1,or for handling,shipping,installation &bracing ofbussas. TOT.LD. 55.Opsf O/A LEN. 22 TM 111960 A Beal on thle drawing of cave?page Iledng this drawing,Indicates acceptenca of profuelonal angln"dngrasponelbllltyaclelyforgladaalgnehown.The sultsbdlya%ussofthiadmdng DUR.FAC. 1.25 JOB#:21344_II X%(-c(Q92443M fwinylbuclu letheresponalbllIy drthaeulding Dealgner parMIBVTPI 1 Beo�, For nose Information see this Job's general notes page and these web sites: k�[SH 1�T37188+' ,Pf.33tAL ITWBCG:www.itwbcg.wm;TPA:www.tpinsLarg:WrCA.www.sbclndustry.com;ICC:www.locsefe.org SPACING 24.0" TYPE SPEC Job:21344 11 /C44 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.04 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not elposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [28] W 1.5X4 S 2.25 [30] W4X5 1.75 R 3.00 9.8. 11- 14a 5'2- 4,6- 0.25 12 %\4X5 4X6 12 6 p Z-z5X6 SRS 011.5X4[28� n .- o Tc o ro II I�I 1111.5X4 111J 45X4 V =1.5X4(R .r, 111 y 103X6(R) -3X8 �5X8 �,g 1114X5(R[30] 22' 2710 R=1439# U=1056# RL=326/-244#W=8' R=1222# U=939#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464921 PLT.TYP.WAVE DESIGN CRIT-FBCTTHED2020ri"M014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 "WARNINGIe•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF v Trusses require extreme care in fabricating,handling,shipping,Installing and bracing.Refer to end follow me latest edition of SCSI(utidingComponentSafetyInformation.byTPlandWTCA)forsafey TC DL 15.Opsf DATE s practices prior to performing these lunc ons.Installers shall provide temporary bmdng per BC51. "' /•'^= Udess noted otherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have eacing I properly attached per CSIseti Lacatbrm ehnwn for permanent lateral restraint each fa BC DL 10.Opsf DRWG 09-09-2021 ahae have bracing installed per above sections 80,B7 Details, as applicable. then plates to each lace f buss and position as shown above and on the Joint Detects,udess noted oherwise. p Referro dr ngs 160AZ for standard plate posdions. BC ILL 0.0 sf rTW Bulding Components Group Ina shall not be responsible for any deviation from this drawing, y facture to build the W ss in conformance with ANSIrrP1 1,or for handing,sNpping.installation acreangorwssea' TOT.LD. 55.Opsf O/ALEN. 22 W ( 5 31g'a,t' A Beal on this drervIng or cover page IIWng this dnivft Indicates acceptance or professional Ff1 .; __ angln"dngrnpanalblllywtalyfcrthadaslgnshown.ThewltabOhyandussorthlsdmldnp DUR.FAC. 1.25 JOB#:21344 II m9sw�vJ.rnlALecV0.. forany almeturs to the resporalbW ofths 8u0dIng DBelgnerperANTlyrPl18ecS. For more Information see this Job's general notes page and these web sites: _-Ohmh sBRACN,FL IrWBCG:w .Itwbcg.tom;TPl:www,tpinatorg;WTCAwvnv.sbclndusby.com;ICC:www.lccsea.og SPACING 24.0" ITYPE SPEC Job:21344 II /C45 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,27.04 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load Is 2.00. No SIZE SHIFT BITE [29] W 3X8 2.75 R 1.25 [30] W 3X5 S 1.75 [32] W 3X5 S 3.00 V8" 112 7,2, + 2,6" 0.25 12 6\4X5R1=4X5 N4X5(R) I? N3X4 12 6 p 03X4 iD 1113X5(R)[30] `O A4X5 SRS R Z�c IIIIII'' 1I1.SX4 =1.SX4(R 1111.5X45X4 N V 4' 'ra IE3X6(R) g3X8 =5X8 ®3X8[29] 1_4v2 1i"S 1 3X 321 Il 22' 2-2.10 R=1440#U=1069# RL=298/-272#W=8" R=12289 U=923#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464924 PLT.TYP:WAVE DESIGN CRrr=FBC7THED2020rrPQ014FT/RT=10%(0%ySID) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 eWARNING11e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require ememe mre In fabricating,haneling,shipping,Instaing and braUng.Refer to and j. follow Uie latest oOiUon of BCSI(Building Component Sarery Informal'an,by TPI and WTCA)for savory TC DL 15.0 psf DATE - y _ procUms prior to pertorMng mesa NnUlons.Installers shall provide terrparery breUng per BCSI. Unless notetl omervdse,lop choM shall have prepedy a"a" eW cWrat sheathing and bottom chord ah-he e a a -I anaahad-Id mnIne•l o_II ns shown for pen anon lalere-sw o'ar webs BC DL 10.0 psf DRW G 09-09-2021 shall have braringg instaletl per BCSI sections B3,B7 or B10,es aDWimble.ApDN Plates to each tam �b7 f truss and positbn as shown above and on die Jain'Del ls,.Ness noted otherwise. Refertoerawings760hZforsaneadpWepos ons BC LL O.Opsf nw SUM g co ponen a croup Mc.shag nor sa responaib a for any eevlagon som wo arew ng, any falure to bold the Wss in mnfomanm with ANSUTPI 1,or for handling,shipping,Instagatian &brecingoftrusses. TOT.LD. 55.Opsf O/A LEN. 22 TWA too 975-3= A goal on We dmM nv ng or eer Papa gating SUB ca drawing.Indicates aptena of proWelonal for nsedng reeponaloll y"Iely for the dulgn ahewn.The suhabllty and uss of thla dmwIng DU R.FAC. 1.25 JOB#:21344 11 9�.7PwmcCFMJL"TLVM for any structure[a theresponelbmty of the Building DalgnerpsrANSIRPl 1 Seo2, _ For more InfommUon see thisjoVs general notes page and these web sites: POIR[arras BEAM P i7 nWBCG:www.ltwbcg.mm;TPI:wwI tpbsnarg;wrcAwww.sbclndUaby.com;ICC:www.lccsafe.org SPACING 24.0" TYPE SPEC Job:21344 II /C46 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,26.86 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [25] W3X6 1.25 R 3.00 9' 4' 9' =6X6 R 5(R) 12 6 04X5 >N4X5 io "e Tn N IIII1�l 1111.5X4 1111.SX4 1111.51X45X4 1.5X4(R r, 24' y I13X6(R) =3X4 �5X6 1,O 1113X6(R[251 22' I►—2710�{ R=1445#U=1073# RL=2701-291#W=8' R=1241# U=907#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464927 PLT.TYP:WAVE DESIGN CRrr=FBC7THED202OfTPP014Fr1RT-10Y(0hy5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.2500 'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 30.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require eAreme care In fabricating,handling,shipping,installing and bracing.Refer to and s e►g,_ failm we latest edition of ecsl(Buamng Component Safety mfomation,by TPI and wrCA)for safety TC DL 15.Opsf DATE w� practices p or la padorMng Nese fund ons.Installers shell provide ter porery bracing per BCSI. —�j Unless noted othorwise,top chord shall have property attached structural sheathing and bottom chord sha0 have a properly attached rigid calling.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRW G �9'�9'2�21 A shall bracingg stalled per BCSI section B3,a7 or 870,as applicable.Apply pales to each face f buss and posi on as shcnvn above andon the Joint Details,unless noted otherwise. Refer to drawings 160PZ for standard plate positions. BC LL O.Opsf ITW Building Conronents Group Inc.shag not be responsible for any deviation from this dravAng, any falure to build the buss in confomance with ANSUTPI 1,or for handing,shipping,installation r,�X� t��J a bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 22 TWA(9M 49s%4,= Aese1 on We dril or cover page gedng We drawing,Indloat s acceptance of profesional FAX,'95)078-ts�'�_— anginesdngreeponsibglysdey for the design ehavvn.The sultabllty and us.olthladrevdng DUR.FAC. 1.25 JOB#:21344_II su27PAIIK(TJrIYAtBLMn.. for any ebuoWte Is the responsIbIly of the auldlng Deelgnar per ANSIrrPI 1-Slh:2 For more informatlon see this lob's general notes page and these web sites: S+ PlaNri i9�a` ,3'F.S RWBCG:www.l wb g.cam TPI:www,tpinste g;WTCA www.sbclndus ry.com;ICC:www.lccsafe.o g SPACING 24.0" TYPE HIPS Job:21344 II /C47G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 T3 2x4 SP SS; 2 Complete Trusses Required Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Nail Schedule:0.148"x3",min.nails Top Chord:1 Raw @12.00"o.c. Special loads Bot Chord:1 Row @12.00"o.c. -(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Webs •1 Row @ 4"o.c. TC:From 94 plf at-2.22 to 94 plf at 7.00 TC:From 47 plf at 7.00 to 47 plf at 15.00 Use equal spacing between rows and stagger nails TC:From 94 plf at 15.00 to 94 plf at 22.00 in each row to avoid splitting. BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 7.03 Bottom chord checked for 10.00 psf non-concurrent live load. BC:From 10 plf at 7.03 to 10 plf at 14.97 JT PLATE LATERAL CHORD BC:From 20 plf at 14.97 to 20 plf at 22.00 PLB:From 4 plf at-2.01 to 4 plf at-0.17 No SIZE SHIFT BITE TC:427.39 lb Conc.Load at 7.03,14.97 181 W3X5 S 3.00 TC:248.05 lb Conc.Load at 9.06,11.00,12.94 1251 W3X5 S 3.00 BC:628.34 lb Conc.Load at 7.03,14.97 BC:280.10lb Conc.Load at 9.06,11.00,12.94 170 mph wind,26.36 It mean hgt,ASCE 7-16,CLOSED bidg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. 4270 248# 427# 2481 24 7' 8' T EX6 III1,5X4 = 6 T ,2 6 p 1111.5X4 X5 `4X5 1 III1.5X4 T=1.5X4(R 1 = _ za 1�a 111 I251 22' rl--2 i°-I �7'0"6 2'0"6 T11.4_r_1'11"4 2.0"6 s28# zaa zsottl 2 R=3066#U=1919#W=8" R=2861# U=1733#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 464948 PLT.TYP.-WAVE DESIGN CRrr-FBCTTHED2020rrK2014Fr1RT=10%(0%y5(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.1875 eeWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 30.Opsf REF Trusses require extreme care In fabricating,handling,shipping,Installing and bracing.Refer to end e fogow the latest odi8onof SCSI(BalmingComponont Safety fnformation,by Tot and`NTCA)for safey TC DL 15.Opsf DATE preclices prior to performhng these funcg ns.Installers shall provide temporary bracing per BCSI. Urlosa noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shag have a properly att-had righd ceiling.Locetbns sho+m for pefnanenl leterei resvalnl orwabs BC DL 10.Opsf DRW G 09-09-2021 shag have brecfng installed per BCSI sections 133,B7 or B70,as applicable.Apply plates to each face f truss end position as shown above and on the Joint Detaffs,unless noted otherwise. s Refer to drawings160AZforstandardplatepmbors. BC LL O.Opsf yfa Bugling Components Group tiu shall not be SVTP11,or for any ling,deviation pion this Ins drawing, any failure to build me truss in conformance with be responsible 1,le for anyd eve sopping,Installation &bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 22 TWA(950 97 Aaetl on title dmving or never pave nailing this dmwlno,Indicates acceprertm of proM1nlontl anglneedng reaporulblllty safely forlye deelgn shown The suihablily,and use ofthle drawing r �lnawRvn Wary swebinila the resport.mmyof the BuIldrigNsIgnar per M5irrPlteeo.@. DUR.FAC. 1.25 JOB#:21344_II For nitre infonretion see this lob's general notes page and these web sites: WSMFAM) err S&Wfi rrWBCG:www,itwbcg.cam;TPl:www.tpinstorg;WTCAwww.sbcindustry.com;ICC:www.lasafe.org SPACING 24.0" TYPE HIPS Job:21344 II /C48G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Wind loads and reactions based on MW FRS. Bet chord 2x4 SP#2 Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lt Level Return:2x4 SP#3; Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Special loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (1)2x4x13-0-12 x SP#2 Bottom chord scab centered 6-6-6 from left end.Attach to one face of chord with(2)rows of TC:From 94 plf at-2.22 to 94 plf at 5.00 0.148"x3",min.nails @ 6"oc,staggered 3". TC:From 47 pif at 5.00 to 47 plf at 13.06 BC:From 4 plf at-2.22 to 4 plf at-2.09 BC:From 20 plf at 0.00 to 20 plf at 5.03 BC:From 10 plf at 5.03 to 10 plf at 13.06 PLB:From 4 plf at-2.01 to 4 plf at-0.17 TC:245.53 lb Conc.Load at 5.03 TC:168.70 lb Conc.Load at 7.06,9.06,11.06 BC:296.10 lb Conc.Load at 5.03 BC:94.17 lb Conc.Load at 7.06,9.06,11.06 170 mph wind,25.86 It mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loading based on both gable and hip roof types. Bottom chord checked for 10.00 psf non-concurrent live load. (1)2x4)"-12 x SP#2 Top chord scab centered 9-0-6 from]eft end.Attach to one face of chord with(2)rows of 0.148"x3", min.nails @ 6"oc,staggered 3". JT PLATE LATERAL CHORD No SIZE SHIFT BITE [8] W3X5 S 3.00 246# 169# [16] W3X8 2.50 R 1.25 4 169+ 4 169q - 2. [17] W3X4 1.25 R 1.75 1� [19] W 1.5X4 S 2.75 5' 8'0"12 m4X6 fill ..5I 1;13X4 Will 12 � T 6 1113X4(R oo �I1.5xd5X4 m m =1.5X4(R (S2) r. 24' / r0q1113X5[8] e3X4 �3X8[16] 1�8 1111.5X4[19] t1 13'0"12 2710-� 5'0"6- - 2 0"6 --2--►j 2 296# 9g# R=1377#U=772#W=8" R=1167# U=461#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465748 PLT.TYP:WAVE DESIGN CRIr-FBC7THED20201rM014FTtKr-10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A,1020.21 SCALE=0.2500 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require Sienna care in fabricating handling,shipping,Installing and bracing.Refer to and Woe the latest edition of SCSI(Bunning Component Safety lnformagon,byTPl and WTCA)for safety TCDL 15.0psf DATE precgoes prior to perforndng these fun ns.Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shag have properly attached structural sheathing and bottom chord ahal have a properly attached rigid caning.Locations shown for permanent lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 shalf have bracing Installed per SCSI sedans B3,Sir or B10,as applicable.Apply plates to each few of buss and position as shown above and on the Joint Detalls,unless noted otherwise. Rater to drawings l.-far standard plate positions. BC LL O.Opsf rTW Buldlng Components Group,,shall not be responsible for any deviation from this drawing, any faiure to build the truss in conformance With ANSVTP1 1,or for handling,shipping,installation 6 bracing aftrusaea. TOT.LD. 55.Opsf O/A LEN. 130012 TWA(9.110 971- A Seel on tide duwU g or cover page Voting Ws tlmMp,Indicate acceptance of profutlonal $1 S rY�a,io l8'a ___englnesring responsibility edeyfor rue design shown.The sultabViy,and as of thio drawing for anyalluotunuth.InporalbNtyof the BWdingDesigner parAMsyrPi1Seo2, DUR.FAC. 1.25 JOB#:21344 11 3fi TAMCC37ZIIRALULVM. For more infommtlon see this Job's general notes page and these web sites: D Emcs.FLWMA rfWBCG:vwv.ltwbcg.com;TPI:va-1pinstorg;WrCAvww.sbcindustry.wm;ICC:-locssfe.org SPACING 24.0" TYPE HIPM Job:21344 II /C49 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,26.36 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bet chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3: Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [8] W 3X5 S 3.00 [15] W3X4 S 2.25 [16] W3X5 S 3.00 7' } 6'0"12 ,8X8 1113X4 R 151 12 (a) 6 m N a v 1113X5(R) T1111.5X4 N 11.5X4(R Y11.5X4 n 24' �(e aU =3XB 103X5[16] r 13'0"12 2'2"10 R=944#U=621#RL=446/-143#W=8" R=728# U=604#W=8' (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465750 PLT.TYP:WAVE DESIGNCRR=FBC7THE02020rrPF2014Fr/RT-10%(O%YS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require e,dreree care In fabricating,handling.shipping,Installing and bracing.Refer to and s UmthelatesteditionofBCSI(BuildingcomponentSafetylnforrastion,byTPlendWrCA)forsafety TC DL 15.Opsf DATE practices prior to perfonning these functions.Installers shall provide ter porery bracing pe BCSL =—� — UNesa noted otherwise,top chord shall have property attached structural sheathing and botom chord shall have a property attached rigid celgng.Locations shmmfor permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-D9-2021 iS B'l1,sXS:dtb'aS shag have bracing installed per BCSI sections B3,B7 or B10,as applicable.Apply plates to each face P f buss and position as shown above and on the Joint Detalls,urdess noted otherwise. Refer to drawings 16DA-Z for standard plate poaitons. BC LL O.Opsf rrw Building Doapanents Group Inc.shag not be responalbte for any deviation ham this drawing, any fadhae to bug0 the truss in confonronce with ANSVTPI 1,or for handling,shipping,installation g 8.brecirgofWssea. TOT.LD. 55.OpSf O/ALEN. 130012 TWA(9M 9754M Aeeel on thie dmwtlg or caner pegs getng this drewblg,Indlutes■ccepl■na of probeeioul VA may _ ngln"gngmepwalblillyalelyforthod"lgnghown.ThuultsblllyenduuofNlednwing DUR.FAC. 1.25 JOB#:21344II WMrAXKCEM=ALtn�. foranyMctunbtu mapondbllltyolts Bugding DnignerperMBirrP11Bee,2. _ - --- Far—information aee this job's general notes peg,and these web sites: ]MhffVAX0BEACH,F 32M RWBCG:www.Itwbcg.corn;TPl:www.lpinstorg;Wick www.sbdndustry.com;ICC:www.kcsafe.org SPACING 24.0" -TYPE HIPM Job:21344 11 /C50 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,25.71 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SIR#3; Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [81 W 3X5 S 3.00 [10] W3X4 2.25 L 1.25 [13) W3X5 S 3.00 1111.5X4 12 6 p a in G3X4[10 111.SX4 N =1.5X4(R FM 0i 1.5X4 )—24' w 8] q �I3X5(Rj[13] ["1 4'4"8 �—2710 R=478#U=246#RL=305/-115#W=8" R=207#U=249#W=8" (Rigid Surface) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465794 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020fTM014FT/RT=10h(0%YSO) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNING["READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme rare In fabricating,handling,shipping,installing and bracing.Refer to end s folm the latest edition of SCSI(BildingComponent SaloWnfonretiao,byTPl and WTCA)for safery cti TCDL 15.Opsf DATE practices prior to performing these functions.Installers shall provide temporary breung per BCSI. . Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord MAMM shall have a property attached rigid ceiling.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG Og-0g�2021 shag have bracing installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each few f wsa and position as shown above and on the Joint Details.unless noted otherwise. Refer to drawings 160AZ for standard plate positions. BC LL O.Opsf nvy Bua m,campanema Group Inc.shall not be responsible for any deviation from this drawing, any faiure to W0d the truss in conformance with ANSVTPI 1,or for handling,shipping,installation abredngarwssea. TOT.LD. 55.Opsf O/A LEN. 40508 TWA MQ 97"M�. A aaai an Ws arardng or cavar page lilting gJa drawing,Indloatee acceptance c1 profasalarul Xzf"Q974—nOW9 anglnaedngnsponalbliltyaalolyforthaaaslgnohm.ThaaultsballymdussofthlodmNng SaITAIMMIram.vrvn ror.nvawabrel.u.—.pen.Ibullyorsn.egoo.alg�.rp.ANevrPlre.dz DLIR.FAC. 1.25 __ JOB#:_21344_11 For more Information see this Job's general notes page and these web sites: �utsx Tssl ea .5sa ws nVMCG:www,ltwbcg.tom;TPl:www.tpinstorg;WrCAwww.ebcindustry.com;i=C:www.locsafu.crg SPACING 24.0" TYPE EJACK Job:21344 II /C51 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,26.26 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpl(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS with additional CSC member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [31 W 1.5X4 S 2.25 [6] W3X5 S 3.00 1112X4 12 6 p 77 "v in N3X4(R I N 24 4W8 111.5X4[3] �13X5(R)[6 R=248#U=72#RL=222/48#W=8" R=248#U=278#W=8" - (Rigid Surface) (Rigid Surface) SEQ= 465792 PLT.TYP:WAVE DESIGN CRtr-FBC7THED2020frPp2014FTIRT-10%(0%y5(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.21 SCALE=0.7500 e'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require mdreme core in fabricating,handling,shipping,Installing and bracing.Refor to and follow the latest edition of BCSI(Building Cornponent Safety Information,by Tot and WICA)for safety TC DL 15.0 psf DATE ,�7✓'s racUms prior to perfomdng these functions.Installers shall provide tenporary bracing per BCSI. Ness noted otherwise,top chord shall have properly attached structural sheathing and bottom chord $ shag have a property attached rigid coifing.Locations shown for permanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 shag have bracing installed per SCSI sections B3.B7 or BIG,as applicable.Apply plates to each face of buss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160XZ for standard plate positions. BC ILL B.Bpsf rrW Building Components Group Inc shag not be responsible for any deviation from this drawing, any failure to build vie trues in conformance with ANSIlTPI 1,or for handling,shipping,installation a bracing of busses' TOT.LD. 55.Opsf O/A LEN. 40508 I A seal on this drawing or Dove pegs listing this drawing,Indicates souptana of professional enginsedng me solely forths design shown-The soltab0ly and use ofthle thrAlnp -DUR.FAC. •25 JOB#:21344 II 361.gsAGiL�'MIALHGM for any etruetursfethe responsibility ofths Building Designer per ANSVrPI l Sem2. lie .f For more Information see this lob's general notes page and these web sites: nWBCG:ww w.nwbcg.eom;TPl:www.fpmsLay:WTCAwww.abdneuatry.com;?CC:www.iw fa.og SPACING 24.0" TYPE EJACK Job:21344 II /E1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 All plates are 1.5X4 except as noted. Bot chord 2x4 SP#2 Webs 2x4 SIR#3 Special loads Lt Level Return:2x4 SP#3; -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) TC:From -0 plf at-3.14 to 92 plf at 0.00 170 mph wind,15.00 it mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 TC:From 2 plf at 0.00 to 2 plf at 7.01 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 2 plf at 0.00 to 2 plf at 7.01 PLB:From 4 pit at-2.95 to 4 plf at-0.17 Wind loads and reactions based on MWFRS. TC:-155.14 lb Conc.Load at 1.41 TC:23.39 lb Conc.Load at 4.24 Wind loading based on both gable and hip roof types. BC:28.34 lb Conc.Load at 1.41 BC:101.67 lb Conc.Load at 4.24 Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE "'••BEARING ANALOG MODIFIED! [101 W3X5 S 3.00 -1550 f 23#y Imo-273 R=79# Rh=146# RL=68# NAILED 15'4" 03X4 12 4.24 p N C C) O T W =1.5X4(RLW 12 T sa =5X6 117"8 . 1 y �.� III X5( )(, , r 3'1"10 7'0"2 -I -1'5" 2'9"15 2B# tg R=129#Rw=145#Rh=146#RL=68# NAILED R=199# U=214# NAILED R=306/-93#U=828#W=1'4"4 (Rigid Surface) OH LEFT RAKE=3711 SEQ= 465733 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrP42014Fr1RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eArerno core in fabricating,handling,shipping,Installing and bracing.Refer to and folow the latest edition of BCSI(Building Component Safety lnfortretion,by TPl and WiCA)for safety TC DL 15.Opsf DATE pDracdoes prior to performing these functions.Installers shall provide ler worry"cing per BCSI. = - - - -- UNess noted otherwise,top chord shall have properly attached st udurel sheathing and bottom chord shall have a properly attached rigid calling.Locations shown for peraanenl lateral restraint ofmbs BC DL 10.Opsf DRWG 09-09-2021 shall have bracingg installed per BCSI sections B3.B7 or B10,as applicable.Apply plates to each few 1 far end positb a hown above and on the Joint Details,urdess noted otherwise. to O.O pSf Refer drawings 160XZ for standard plate positions. BC LL n VJ Budding Conponenis Group Inc.shag not be responsible for any deviation from this drawing, y fall to build the buss in mrdormanee vdih ANSVTPI 1,or for handing.shipping,insblla c rt bracI4%tfo ses. TOT.LD. 55.Opsf O/A LEN. 70002 �l•ls p_ A seal on We drawing or cover page IIIIIng this drawing,Indicates acceptance of prataselonal FiflSzp�%ggy41- &8 angla«nngnaponlmn yedeytormedesign shown._Theeuitabggyend Ulm OWN dm rag DUR EAC. 1.25 JOB#:21344_II SaaIrAiN�XRALBLVD.. feranystructuralatherespcnelbitltyofthe Building Deslgnerper ANSIrrPI 1 SsoR, � ' For more Informntion see this Job's general notes page and these web sites; rrwBCG:vw.ltwbcg.eem:TPl:ve-tpinstag:WrCA.,-ab,dndustry.com;lcc:v-.1-fe.org SPACING 24.0" ITYPE HIP JACK Job:21344 II /E2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 """'BEARING ANALOG MODIFIEDI R=-12# Rw=147#U=143#RL=161/-110# NAILED 14'4"1 12 m2X4 6p W (V V O 1111.5X4 °v 1.5X4(R 1 XX 12' T un.5x4 rN 1 F--5.8�{ Z6"10 3"8 24'8 2'8" -t R=499#Rw=532# U=319#W=8" R=48# NAILED (Rigid Surface) OH LEFT RAKE=27'8 SEQ= 465724 PLT.TYP:WAVE DESIGN CRfT=F13CTTHED2020[TPI20I4Fr/RT=10%(Oky5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGI'"READ AND FOLLOW ALL NOTES ON THIS DRAWING] TIC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require extreme we in fabricating,handling,shipping,Installing and bracing.Refer to and fmaw,the latest edibon of SCSI(Building component Safety lnform w ation,by TPl and iCA)for safety TIC DL 15.Opsf DATE practices prior to perfomdng these fun ons.Installers shall provide temporary bracing erSCSI. -�-^�••—' '-•'—� Unless noted otherwise,top chord shall have propedy attached structural sheathing end bottom chord -- _ shall have a p.pedy attached rigid ceiling.Locations shown for pe rnenenl lateral restraint of webs BC DL 10.Opsf DRW G 09-09-2021 shall have bracing installed per SCSI sections B3,B7 or 810.as applicable.Apply plates to each face 1 buss and positbn as shown above and on the Joint Details,unless noted otherwise. O.O r1••��Sf Refer to drewings 160A-Z for standard plate posibons. BC LL p• IT1N Building Components Group Inc.shall not be responsible for any deviation from this drawing, rimany falme to build ma truss in confamanca with ANSUTPI 7,or for handing.shipping.Installation•— Bbraeingofaueaes. TOT.LD. 55.Opsf O/A LEN. 3 Il fSIF_{ _`rP E4 A goal on Wa drawing or cover page Voting this drawing,Indicates acceptance of Professional �f SFi�zy95d]g78-r &9 enynadngmpomro@y solely for the design ehwm-Th.eul.blltyand use c[NledmNng 1•G5 JOB#:21344 II Imo— s�5Pw81c[�tffaaLrfiva. forany Mmctumloth.mspanslbNbofthe Building Dsslgnsrper AN9yTPll Beal DURFAC. For more information see this Job's general notes page and these web sites: quo lnTs»WE�.R. nWBCG:www.Itwbcg.con4TPl:www.tpinstog;wick www.sbcindustry.urom;ICQwwwi—fe.og SPACING 24.0" ITYPE JACK Job:21344 II /E3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 jive and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W 3X5 S 3.00 R=31# Rw=123#U=111# RL=170/-109# NAILED 14'4"8 12 6 p 011.5X4 so 0 011.5X4 N 03X4 FM III X ] 12' Li 1111.SX4 u; w\ Y 2710 3"8 1 2'8"8 3' R=478#Rw--494# U=304#W=1' R=54# NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465718 PLT.TYP.-WAVE DESIGN CRIr=FBC7THED2020frPF2014FT/RT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL 30.Opsf REF Trusses require eAreme rare in fabricating,bedding,shipping.Installing and bracing.Refer to and s I fogcw the latest edition ofBCSI(Bulding component Safeym lnfoation,byTPl and wrCA)for safey TIC DL 15.Opsf DATE precllces prior to performing these fund ons.Installers shall provide lerrporary bracing per BCSI. unless noted otherwise,top chord shell have properly attached structural sheathing and bottom chard shell have a property m attached rigid telling.Locations shown for peanent lateral restraint of webs BC DL 1 0.0 psf DRW G 09-09-2021 shag have bracing installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each face of buss and position as shown above end on the Jolnt Details,urdess noted otherwise. Rater to drawings 16OArZ for standard plate posilions. BC LL O.Opsf fTW Building corrponents Group inc shag not be responsible for any deviation from this drawing, cry failure to build the truss in cordamance with ANSVTPI 1,or for handling,shipping,Installation 8 bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 3 Imo— 'D�FiiA yj Autl on this droving or war page rating this drawing,Indicates moaplana of prohW onal engineering fespaaamty soWy forth.dulpaehown.-The subblltyend_uss rrWBCG:www.ltw of this drawing for any Mature tithe responsibilityofths Sulding Designer per ANSVTP11 Sea,2, DUR.FAC. 5 JOB#:21344 II AII9PAIi1LCTMWr.ELV0.. - 9 BEAM F+ bcg.00For racure fm;TPI:ww�w.lplast oion see this Job genarel notes page and these web sues: oil;wrCAwww.abebdpauy.eom;Icc:www.laaearo.ag SPACING 24.0" TYPE JACK Job:21344 II /E4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [5] W3X5 S 3.00 R=165# U=62#RL=243/-136# NAILED 15'4"8 12 s !7 m 0 'a 112X4 1111.5X4 N ®3X4 FM I1 1111.5x4 12 2710 =j 3"8 4'8'8 5' R=551#U=348#W=1' R--W NAILED (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465726 PLT.TYP:WAVE DESIGNCRrr-FBC7THED202=PM14FT/RT=10%(0%y5(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.21 SCALE=0.7500 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require oArame care In fabricating,handling,shipping,Installing and bracing.Refer to end s follow the latest edition of SCSI(B ildingComponenlSafetylNormation,byTPlandWTCA)forsafety TC DL 15.Opsf DATE practices prior to pedarnIng these funcgom installers shall provide temporary,bracing per BCSL Unless noted otherwise,lop chord shall have properly attached st—Wral sheathing and bottom chord shall have a property attached rigid calling.Locations shown for pereanenl lateral restraint of webs BC DL 10.Opsf DRWG 09-09-2021 shag have bracing installed per SCSI sectons B3,B7 or B10,as applicable.Apply plates to each face f bss and position as shown above and on the Joint Data,.unless noted otherwise.� 0.0 Sf 3di' Refer to dmwing...—far...do.plate peaftns. BC LL p fTW Building Canponents Group tho.shall not be responsible for any deviation from this drawing, ny fedora to bugd the buss in confomrance with ANSVTPI 1,or for harWirg.shipping.Installation abracigofbases. TOT.LD. 55.Opsf O/A LEN. 5 TWA(950 97 A seal on this dlndng or cover page listing this drawing,Indicates acceptance of professional Imo— $31�"i 3d)f?3;j=r"9&fi seglnesdngneponslhltity seldyfortheEalgn ahmvn.The sulbglty and asofthla drrMng DUR.FAC. 1.25 JOB#:21344_II �wPA>ac(7o-27riALt�Vb, for any•Waturs is the nspenalblgty o}the Building DealgnargrANBIIRPl18•a.4. hffA y S F. ffvlBCG:—.Itwb g cnrrt Tpl:—tpinst b':general notes page end these web:Iles: Lm «g;Wrcnwww.axWa:ri.apm:tcc:www.laccara.are SPACING 24.0" TYPE EJACK Job:21344 II /E5G THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 Special loads Bot chord 2x4 SP#2 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac=1.25) Webs 2x4 SP#3 TC:From 94 plf at-2.22 to 94 plf at 5.00 Lt Level Return:2x4 SP#3; TC:From 47 plf at 5.00 to 47 plf at 15.67 BC:From 4 plf at-2.22 to 4 plf at-2.09 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 BC:From 20 plf at 0.00 to 20 plf at 5.03 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 10 plf at 5.03 to 10 plf at 15.67 PLB:From 4 plf at-1.97 to 4 plf at-0.17 Wind loads and reactions based on MWFRS. TC:244.47lb Conc.Load at 5.03 TC:165.27lb Conc.Load at 7.06,9.06,11.06,13.06 Left cantilever is not exposed to wind 15.06 BC:293.13 lb Conc.Load at 5.03 Wind loading based on both gable and hip roof types. BC:94.17lb Conc.Load at 7.06,9.06,11.06,13.06 15.06 Bottom chord checked for 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. JT PLATE LATERAL CHORD Provide hanger or special connection at right end of truss for 1514 lbs. No SIZE SHIFT BITE [16] W3X4 1.75 R 1.25 [18] W3X8 3.25 R 1.25 [21] W2X4 S 2.75 244# 1651 1654 1654 1654 165#`7'4J r TH F�5' 1018" =5X6 1111.5X4 =4X5 12 6 s3X5 ' o 1U1.5X4 T U11.5X4 tV 3X4 101.5X4 12' m3X4[16] =3XB[18] 012X4[21] 4 UI2X4 yf F4 15'4' �-2710 168" F�5'0"6 2-0.6-�-2' 2' 2'- j 2'-1 293# 94# SO R=1689#U=675#W=8" R=1514# U=407# (J) (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465735 PLT.TYP.-WAVE DESIGNCRrr-FSC7THED2020/TPp2014Fr/RT=10%(0%VSill) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require etdreme care in fabricating,handling,shipping,Installing and bracing.Refer to and = j fallow the latest edition of SCSI(B tdtng Cor ponent Safety Information,by TPI and WTCA)for safety TC DL 15.0 psf DATE practices prior to periomdng these fun ctiono.Installers shall provide torporary bracing pe BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord I €Pi� shall have a properly attached dgld calling.Locations shown for permanent lateral restraint of webs BC DL 10.0 psf DRW G 09-09-2021 shall have bracing installed per SCSI sections B3,B7 or B10,as applicable.Apply plates to each race f buss and position as shown above and on the Joint Details,udess noted otherwise. O.O Sf Rarer 1aldin Co16ohZforroupIn.plate positions. BC LL P ITW Budding Conponents Group Inc.shall not be responsible for any deviation from Nis drawing, any failure to build the b rm truss in conformance with ANSVTPI 1,or for handling, Dm ing,shipg.Installation bracing of trusses. TOT.LD. 55.Opsf O/A LEN. 150800 •j,`WA(�5Yy3F,y�� A oat an We dmdng or#oyef page Being this dlawing,Indicates aeptance of pmhulonal flip=r`S&f� enginaedngreepanelb0ty.wlelylorthedulgn►haven,The sudablltyand use afthledrawing DUR.FAC. 1.25 JOB#:21344 II S9rx7swlacaardaAl.Scau. forerlyatrucwmisthenaponelbMiyefthe BuldNGedgnarper/N)SVTPl18ea.4. For om m w Infomllon see this job's general notes page and these web sites: -- CS1L A,ruNS)19 SA:8,�'E L fTWBCG: m www.ltwbcg.wmdTPI:www.tpinsLorg;WrCkw v.abclndusby.wm;ICC:-imsafe.org SPACING 24.0" TYPE HIPM Job:21344 11 /E6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/_)=0.18 Webs 2x4 SP#3 Lt Level Return:2x4 SP#3; Wind loads and reactions based on MW FRS with additional C&C member design. Left cantilever is not exposed to wind Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Wind loading based on both gable and hip roof types. JT PLATE LATERAL CHORD Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. No SIZE SHIFT BITE [10] W 1.5X4 S 2.25 Provide hanger or special connection at right end of truss for 842 lbs. [111 W2X4 S 2.75 [12] W3X4 2.25 L 1.25 [19] W3X5 S 3.00 7' &8" a4X6 =3X4 1111.5X4 LI 12 6 p go v � o LD 63X4[12 IV1.SX4 T 011.5X4 N I' g 3X4 1 � 111.5X4 =3X8 E13X5(R)[19] 12' y [10]1112X41 1] F4" 15'4' �—2710 151" -t R=1132#U=4869 RL=317/-163#W=8" R=842#U=440# (J) (Rigid Surface) OH LEFT RAKE=24" SEQ= 465737 PLT.TYP:WAVE DESIGN CRfr=FBC7THED2020rrP42014FTIRT=10%(0%yS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.3750 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require earema care in fabricating,handing,shipping.Installing and bracing.Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and WiCA)for safety TC DL 15.0 psf DATE �T practices prior to performing these functions.Installers shall provide temporary bracing par BCSL uNess noted otherwise,top chord shall have properly attached sWctural OssWng endaottom chord shall have a property attached rigid calling.Locations shown for permanent lateral restraint ofwebs BC DL 10.Opsf DRWG 09-09-2021 shall have bracingg inslaged par BCSI sections B3,B7 a B70,as appliwbie.Apply plates to each race of truss end posftb a hown above and on the Joint Detalls,unless noted otherwise. 777...,,��r��rooglnnsss��� Refer to drawings 160A-Z for standard plate positions. BC LL O.Opsf TW yfahBuildingto b i the tru Group moan e with not be responsible 1.or for any deviling.son fran this drawing, any faliaa to bu7d the Wss in wnfomance wily ANSUfPI 1,or for hartd'ug,sltippir,g,installation abaangarws:aa. TOT.LD. 55.Opsf O/ALEN. 150800 TWA(no Aru&l on this drawing or aver page Hitting this dewing,Indlab33aeptance of profusloal FA, englnudngresparibmty.3olelyfof. edulgnahm.The wltab0lty and ar ofthledreving DUR.FAC. 1.25 JOB#:21344 II 36a9TAXKCLWRALIs6YLi. tunny wua+n l3 the rnrpon3lhlUty,ofthrr Bu9ding Culgarp6rANSVTPI1 B�o2 ----For nnom Information see this lob's general notes page and these web sites: —'— l 1;5CS*M4PTD twvnii4FL32M nWBCG:www.Iwkgmm;TPI: w tpinstorg;WTCA:—abclndustry.eorr ICC:www.leesefe.og SPACING 24.0" TYPE HIPM Job:21344 II /VA THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 SP#2 170 mph wind,15.03 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bat chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00. See DW GS VALTN160118 and VAL180160118 for valley details. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [6] W3X5 S 1.75 [9] W 1.5X4 S 2.50 1111.5X4 12 1�1.5X4 6 p a fn TN �3X4 =5X6 1 11'10"12 =1.5X 101.9 X4[9] 21.1 =3X5[6] T �2710� 9'1"1 R=140p[f U=100plf RL=47/-18pif W=T (Rigid Surface) OH LEFT RAKE=2'4" SEQ= 465680 PLT.TYP:WAVE DESIGN CRIT=FBC7rTHED2020/TPPDI4Fr/RT=ID%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 30.Opsf REF Trusses require eWrerne care in fabricating,handling,shipping,Installing and bracing.Refer to and s folow the latest edition of SCSI(B'Wing Component Safety information,by TPI and WrCA)for safety TC DL 15.0 psf DATE practical pdar to performing these turnas.Installers shall pmvlde lerrporary bracing per BCSL g -- — -- UNese noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shag have a propedyaltached rigid telling.LocadomshownforperrranentlaterWmstraint fwebs BC DL 10.Opsf DRWG 09-09-2021 shag have bracing installed per BCSI sections B3.B7 or BID,as applicable.Apply plates to each each fa f own truss end position as sh above and on the Joint DeWils,unless noted otherwise. Refer[o d—dngs 160XZ for standard plate poalions. BC LL O.Opsf 11 any failure lure to build C the tr ss Group the.shall not be responsible for eery ling.shi from this drawing, ny-Buil tog Go the truss th conformance wilt ANSypoI I,le for anyd deviation tion front this dla5on abrecingottrasses. - TOT.LD. 55.Opsf O/A LEN. 7 erg +y A ale an this d awthg or aver page Ifedng this dnvdng.Indicates acceptance of professional 8}�z 17ii2."�&fia eng needng nepone 6., lelyJWhs dsslgn shown.The suitability and ua_e of thle dmNnp DUR.FAC. 1.25 JOB#:21344_I m7PASKC'MIALBLVR. foranynucWniatheneponalbHVofthe Building Dealpnarper MISVTP1 I S. Far mwe Wformodon sea this job's general notes page and these web sites: pnmr— N Eyvijm FL nWBCG:vswJtwbcg.com;TPI:vnvw.tpinstorg;WTCAvew.sbcindusby.can;IMv,w .lasafe.org SPACING 24.0" TYPE VAL Job:21344 I I /VB THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,15.27 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. See DW GS VALTN160118 and VAL180160118 for valley details. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [61 W 1.5X4 S 2.75 [8] W 1.5X4 S 2.50 101.5X4 12 6 � 011.SX4 m Tn 'v 3X4(D1 12-10.12 -em 1111.5X4[8] 8'1 8 [11.5X4[6] R=113plf U=100plf RL=34/-13pif W=8'10'8 (Rigid Surface) SEQ= 465669 PLT.TYP:WAVE DESIGN CRrT=FBC7THED2D20rrPF2014Fr/RT-10%(O%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.5000 "WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require e)dreme are in fabrladng,harping,shipping,Installing and bracing.Refer to and s Mov,the latest edition ofBCSI(Bugd1g mpwremsafetywonnatton.byTPlandWTCA)forsafety TC DL 15.0psf DATE practices prior to perfomdng these lun ns Installers shell provide lerrpomry bracing pe BCSL �v Unless noted otherMse,top chord shall have property attached structural sheathing and bottom chord `( shag have a property attached rigid calling.Locations shown for permanent lateral restroinlofwebs BC DL 10.0psf DRWG 09-09-2021 shag have bracing installed per SCSI sections B3.B7 or 1110,as applicable.Apply piales to each face R(buss and positb a shown above and on the feint Details.undeas noted otherwise. 0.0 psf efer to drew rags i60A z for standard plate pos Bons. BC LL tion raw Building components trus croup Inc.shag not be responsible for say ding.shi from this drew nil, a ITfailure to build truss in ardomuna wIot Ae respo 1,le for hanany deviation Lion hog.rn insthis d Wn &brewig of"ases. TOT.LD. 55.Opsf O/A LEN. 81008 p*�pp Sffjfy Asaal on this drawing or cover page Iladng this drawing,Indicates aeaptana of pro"asloal sng esMg rupontlbNb.wisty for th-design ahown.TM suihb0lry and use of Nb droving DU R.FAC. 1.25 JOB#:21344 11 9Gi7YAatg�'M1AL9LYLl feranymeltire laths responslbWalths BuOding DalgnsrpsrAN8VTPl I Ssa,7, _ For more Information see this job's general notes page and these web sites: rrWBCG:WVnV.ltwbcg.arro TPI:vmv,tpinstorg:WTCA vwv.sbclndusby.com;ICC:www,lccaafa.org SPACING 24.0" TYPE VAL Job:21344 II /VC THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS 170 mph wind,15.77 fit mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. See DW GS VALTN160118 and VAL180160118 for valley details. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [7] W 3X5 S 3.00 1114X5 12 6 p N r+) e3X4(D1 13'10"12 1113X5(7) 6'10'8 R=113plf U=100plf RL=34/-12pif W=6'10'8 (Rigid Surface) SEQ= 465671 PLT.TYP:WAVE DESIGN CRIT=FBC7THED2020rrP&2014Fr1RT=10%(0%yS(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=0.7500 e'WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.0 Sf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, p Trusses require mareme care In fabdeating,handlig,shipping,Instaging and bred".Refer to and follm the latest edition of BCSI(B gdiag component safety information,by TPl and WMA)for Wary TC DL 15.Opsf DATE precuces prior to patterning these funadens.Installers shall provide tempomry bracing per SCSI. Urdass noted otherwise,top chord shall have property attached structural sheathing and bottom chord shag have a property attached rigid caving.Locations shown for permanent lateral restraint of webs BC DL 10.0 psf DRW G Dg-Dg-2D21 shag have bracing Installed per BCSI sections 83,B7 or B10,as applicable.Apply plates to each face Rf buss and position as shown above and on the Joint DeWs,unless noted otherwise. efer to drawings 160A Z for standard plate positions. BC LL O.O pSf ITW Building Corrponents Group Inc shall not be responsible for any deviation from this drawing, any falum to build tee truss in conformance with ANSUrPI 1,or for handling,shipping,Installation a bracing of busses. TOT.LD. 55.Opsf O/A LEN. 61008 ' ffA(9M 517.14M A meal on this drawing or Dover page filling this drawing,indicates acceptance of professional F y3Sd)}i9fi=■-"9 engneeMgmpommNb.wUty_farthe_dnlgnshown,The sulhb0lryandumeofthledrawing — DUR.FAC. 1.25 JOB#:21344 II sai5>PA>ilCt3NIanL>�V0. for any structure to the responelogly aM.Guiding DesigarperANSI/TPI TBeo -- ---For mone Information see this Job's general notes page and these web sites: �ss�t .vasBwlcs. - nWBCG:waw.Itwbcg.corn;TPl:www.tpinstog:WTCAwww.sbcindusay.am;ICC:www3ccsafe.org SPACING 24.0" -TYPE VAL Job:21344 11 /VD THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,16.27 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP D,wind TIC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MW FRS with additional C&C member design. Wind loading based on both gable and hip roof types. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets 1-1360 live and 1-1240 total load.Creep increase factor for dead load is 2.00. See DW GS VALTN160118 and VAL180160118 for valley details. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [7] W 1.5X4 S 2.75 1111.5X4 12 6 p m fn N =3X4(D1) III .5 4 14'10"12 4'10"8 R=113plf U=100plf RL 33/-12plf W=4'10"8 (Rigid Surface) SEQ= 465673 PLT.TYP:WAVE DESIGN CRrr=FBCTTHED2020/TPp2014FTIRT=10%(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC ILL 30.Opsf REF Trusses require extreme rare in fabricating handling,shipping,Installing and b adng.Refer to and rmo.,the latest edition of SCSI%a,i.WnggComponentSaferylni;rmaon,byTPl and wiCA)for safery TCDL 15.Opsf DATE practices prior to perfamdng these Nnctlons.Instellere shall provide temporary bracing per BCS1. Urdess noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ebad have a property attached rigid calling.Locations shovn for pem"ment lateral restrwntofwebs BC DL 10.Opsf DRWG 09-09-2021 shall have bracing installed per SCSI sections B3,B7 or 810,as applicable.Apply plates to each face /truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL 0.0 psf f[yt1 Eta Refer to drawings 160XZ for standard plate positions. ITW Building Conponents Group Inc.shag not be responsible for any deviation from this drawing, any fadure to build t he truss in conformance wgh ANSVrPI 1,or for handling,shipping,installation a bracing af usaaa. TOT.LD. 55.Opsf O/A LEN. 41008 'AWA tomSrj ,'1S&4 A uat on We drawing or cover papa Oattrig We dravdng,Indicates aocaptenca of protesslonsl — Firms�BSd3 T15S t1g&Si- —snglaaadng raaponalbNb wlary.forAha dadgn ghewr The suitability and use of thte dmdng DU R.FAC. 125 JOB#:21344 I 9i'tvA>�f�27loAter,Va. for any structure la the naponsiblllly,of the Building Designer per ANSVTPI fasa _9. . — �� For more Inforration see this Job's general notes page and these web sites: D BRACE4 FL IrwBCG:—Itwbcg.cam;TPl:w Apin"I.arg;wrCA,ve sbondu:ay.eormlCC:-1csafe.org SPACING 24.0" TYPE VAL Job:21344 II /VE THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP#2 170 mph wind,16.77 ft mean hgt,ASCE 7-16,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP D,wind TC DL=5.0 Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loading based on both gable and hip roof types. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and U240 total load.Creep increase factor for dead load is 2.00. See DW GS VALTN160118 and VAL180160118 for valley details. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [71 W 1.5X4 S 2.50 91.5X4 12 6p 2 =3X4(D1) III .5 a 15r10"12 2'10"8 R=113p1 U=100p1f RL 30/-10p1f W=Z10"8 (Rigl66 Surface) SEQ= 465675 PLT.TYP:WAVE DESIGN CRlr-FBC7THED2020TrPRD14Fr/RT-10q(0%y5(0) QTY=1 TOTAL=1 REV. 20.02.00A.1020.21 SCALE=1.0000 "WARNING]"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TCLL 30.Opsf REF Trusses re4uire e#reme pre N tabrka0ng,herding,sNDdng.Instaltln9 antl wadrfg.Refer to and �- .�l fdiowes prior rt perfooingtheB un component Safely prarmzgon,po TPlandng r for safely fpollow spriortodition of SCSI these dig,co Installers ponentSshall providetenporery and WTCA) C for CSL TC DL 15.0psf DATE UNess BC noted otherwise,top chord shall have property attached structural sheathing antl bottom chord shag have a properly attached rigid telling.Locations shown for pemanenuaterat restraint of webs 10.Opsf shag have bmdng installed per SCSI sections B3.B7 or B70,as applicable.Apply plates to each face DL DRW G 09-09-2021 of wss and p.al-n as shown above and on the ddnt Q Delags,......oted otherwise. drawings 1BDA Z for standard plate posaions. BC LL O.Opsf/fl 4T Ra er o �cs rrw Building Conoonents Group he.shall not be responsible for any deviation from this drawing, any failure to build the buss in conforeence with ANSVTPI 1,or for handling,shipping,installation -6-7 16bracirgorhueses. TOT.LD. 55.Opsf O/A LEN. 21008 `. A(yam grl ft. A so.,on this drawing or cover page Voting this dmdng,Indicates acceptance of professional FAX,A950 978-r"S[4f1— engineering responsibility soldgfor tie design shown.The sullablity and use of this dnwing sstglrAstcc�itaaa nva for any sbuctursla the nspona16111yoftheSuldingDidgnarpsrMSVTP11BV02 DUR.FAC. 1.25 JOB#:21344_II For more Normal,,"see this lob's general notes page and these wab sites: — �> rrWBCG:www.itwbcg.Qom;TPl:www.tpinstorg:wrcAwww.sbandustry.com lcc:w,,vw.leesafo.org SPACING 24.0" TYPE_VA ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE Si TI G FIG. 1 CONTINUOUS LATERAL BRACIDIG (CLB — ). WHEN ANCHORAGE L4 NOT AYAII.ABLE AS SHOWN DV FIG. 2 THE DIAGONAL COMPRESSION IMS. TO PREVENT THIS BRACE RESTRAINT (DBR — ) MEMBERS ARE 2X4'S, 1 1 BEFORE AMID AFTER� .:r:'' FAELURE, AID THE ENDS OF WHICH ARE ATTACHED TO TOP At BOTTOM 1 1 BUCIU.ING. OR RESTRAIN THE CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED.DIRECLY TO II II I LATERAL BRACING1 THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME I I I I I I CONTINUOUS.LATERAL BRACING NAILING SHOWN IN FIG. 3A. 1 1 l (CIS) MAINLONS SPACING, BUT USE METHOD SHOWN IN I l l PERMITS LATERAL BUCKLING FIG. 2, 3A do 3B, OR OF ALLTtEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPF.CTEZED BY PROFESSIONAL FIG. 3B BEARING FOR TRUSSES ENGINEER OR ARCHLTECT. FIG. 2 FIG. 3A ANCHORAGE BY BLmnnNr DES IGNER et 5'R DIAGONAL B eCF. RESTRAINT = EXAMPLE TRUSSES (OTHER ANCHORAGE PROVISIONS WUHIN THE UNIT WA & SO) FOR OTHER TYPES OF WALLS). SHECMG SHEATHING 8 COMPRMMON 11EB, ANCHORAGE(BY BUILDING SLOPING OR VERTICAL DESIGNER) INTO SOLID END OR WEB NEEDING WAIT.—RESTRAINS LATERAL 45 BRACING. BRACDNC,THEREBY U PREVENTING WEB BUCKISNG. CIS CIS ''•{:•. COMPRESSION MM 2X4 r3 OR STUD GRADE DBR HAMM CEIMG TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROMMATELY 20 FOOT =7G INTERVALS TO RESM LATERAL MOVEMENT. DBE MAY TRAVERSE MORE THAN TWO ATTACH TO WEBS WITH TRUSSES,DEPENDING ON TRUSS HEIGHT. (2) Lea COMMON(0.1132'X 3.6'.MI N) NAUS. %—..q. d——b bk.le-oeo DLIDDLD tut— and b—L.W. Rd.rD-A tell- REF BRACE RESTRAINT i�07 mft mopes®!t 1 mt end v=Q ter saws,sx-u—DOI�a Drtmmtw DATE 1/1/D9 map Amettm. -i.m..e,b yeo�a. tneLj t uDL.eatd aeo+y. otwd .LDII LDrD Dt Vp D1tD0imD1 DDe Dettom .s.n LnD.pmpaty attarLee npe 1111T[D ■modft& tm � 1eb�:tn.+•.rae far '�"'"°'n`bs'�''"� DRWG BRCLBANCOlOB «DUQMWa+ TMOM Carr m nn D=M To DoZ pwrrLczoa Er BuldNa Components Group Ne rn,Dab Vaou 1mlrrtrauoaos).aa 8i v b tracing l•iLoiDe�mrte lL,eatballply0deq D,nSDaDN taLWl-n sd Dkd yy Dt traaa t7UM eematmr plates m mDdD d en/iMea►l*At/AM Amu low a.aD m/w/so _ a steel. AV*Plata t0 140%!Da of bmn Padlloae a shop she DDe OD!slot DetaDa. ILL ee--log m ewv PV-loetala�oo-yto�Doe p�dadmal mdo�o0oi t-a➢ma1EQ1{r aim for LLD bna n®D�t drip aL0-a 7>ti-01bLlay Oft mD d ILL e®peeDol.!0r a�tmDdLg 4 LLD 7eDmd10Str o�2D�D D�dma=A1Sr t wvA L .. EoAh Cth,t.1D 63015 rftff 2N�:�r_r� —�^•7ili trrlpindmm 'rvr.DbolDddRq+00m;1LL`m.1mr(Loxe GENERAL NOTES NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES Trusses are not marked in any way to identity Las busses no estdn marcados de ning6n mode que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. the frequency of location of temporary lateral IdenBlque la frecuenda a localizacidn de rest icd6n lateral ©Warning[Don't overload the crane. restraint and diagonal bracing.Follow the y antostre diagonal temporales.Use las recomendaciones fAdvertendal INo sobrecdrga la gnial recommendations for handling,Installing and de manejo,Instaladdn,restricci6n y ardostre temporal de Never use banding alone to lift a bundle. temporary restraining and bracing of trusses. Jos trusses.Vea el IIBCST Gufa de Buena Prractica 0 Do not lift a group of Individually banded bundles. Refer IIIBCSi •Sid Go od f Practice for pare d Manaig.Indaladbn.ResModa:v 0.::pshe de los - Handling.Installing.Restraining&Bradog or TryKar de Madera Canedados con Pieces de Metal Para Nunce use s6lo los empaques para levantar un paquete. Metal Plate Connected Wood Trusses for more infonnad6n m3s detalada. Na levante un grupo de empaques Int ividuales. ycA� detailed Information. LosdlbujosdedLsefio de bs busses puedenespecilior las Rf A single IIR point may be used for bundles Truss Design Drawings may specify locations of loaltzadonesderesWcd6n lateral pemnanentearefuerzo with trusses up to45. J permanent lateral restraint or reinforcement for en los mlembros tndivlduales del truss. Vea la fwja Two lift paints may be used for bundles with Individual truss members.Refer to the ACSI-B3 resumen BCSt-113-Restrfatidn/Arrtostre Permanente de trusses up to S Qi WaMngl Do not over load suppo ng o�mmapr sheet- e+�a nt Restrain/Bradna Cuerdas y Mlembros Secupdados para Ws Informaddn. Use at least 3 Ilft points for bundles with structure with truss bundle. of Chords&Web Members for more Information. El resto de los disarm de anbstres pennanentes son la trusses greater than Sir. IAdvertendal No sobrecdrgue la esWcNr All other permanent bracing De design is the tesponsabNdad del Dlsefiador del Edlldo. Puede usar un solo lugar de levantar Para apoyada con el paquete de trusses. responsibility of the Building Designer. paquetes de trusses hasty 45 pies: Qj The consequences of Improper handling,erect- .5 ,,�_/ Puede user dos puntos c e levantar pare L.1 Place truss bundles Instable position. Ing,Installing,restraining and bracing can result � paquetes m6s de 60 pies. Puse paquetes de trusses en Una posld6r 'w`-°" Use par to mends tres puntos de levantar pare personal Injury or death. amble. Ina collapse of the each re,or worse,serious ,.- paquetes mils de 60 ples. --�y:r F1 resultado de un manejo,levantarrdento, INSTALLATION OF SINGLE TRUSSES BY HAND Jnstalad6n,restdr:ddn y anisotre incorretto puede lye _ L INSTALACION POR LA MANO DE TRUSSES INDMDUALES ser la cafde de la estructura o adn poor,herldos cl muertos. r Trusses 20' Trusses 30'or i t�•• or less,sup- ' less,support at r ?� QI Banding and truss plates have sharp edges,Wear Port at peak. quarter points. gloves when handling and safety glasses when ^,�.. del plop IDS cuarante de cutting banding. del pica los de frame s g � "f. trusses de de tramp las Empaques y placas de metal tlenen bardes ' 20 pies a I.F Trusses up to 20'-p. trusses de 30 I<-Trusses up III 3ir} afilados. Use guantes y lentes protectores cuando menos. Trusses haste 20 pies pies a merm. Trusses hasty 30 pies carte III empaques I HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDMDUAL HANDLING - MAN EJO Q Hold each truss In position with the erection equipment until top chord temporary lateral restraint t= Is Installed and the truss is fastened to the bearing points, ©Avoid lateral bending.—Evite la Rexi6n lateral. Scstenga cads truss on posid6n con equlpo de gnia pasta que la resWccl6n lateral temporal de L 0 Use special rare In Ulilice aldado cuerda superior este Instalado y el truss est5 asegurado on los soportes. windy weather or especial en Was near power lines ventosos o oerca de Q Wamingl Using a single pickpaint at the peak and airports. cables elWcos o de Wa can damage the truss. aeropuertos. IAdverbendal 0 use de un solo lugar pars levantar en el pica puede hater dano al truss. Spreader bar for truss y HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES so'er hss The contractor Is responsible for properly O O RECOMENDACIONES PARA LEVANTARTRUSSES receiving,unloading and storing the trusses INDIVIDUALES at the jobsite. El contratisti tiene la responsabllidad de Q Use proper rig- Use of a ra lado APPr°+t2 eq Po P P hg�ino truss Nnphh redbtr,descargar y almaeenar adecuada- ging and hoisting pare levantar a musses UP TO 3rr mente los trusses en la Cora. equipment improvisar. roe a bee TRUSSES HASTA 30 PIES Too-In �Tp Attach Locale Smader bar 10'01 lGO `�. `'�,. I_ Sareadar bar uarn6adc malt ��K`r4.*� •g a rr^. Elitrueslert2m — mid•naknt `'lrriti•��.:•".y�[d•�y�¢l.n pt il.'•' TagMb TRUSSES UP To Go, &�� •' �r�•u'l't�''E' �'R l...e;' ,• + TRUSSES HASTA 60 PIES . ,y,a,�,-,}'^'L�9'i t rA�.'S,%;fi{' ;r;®•I® spreader bwZFJ to 34bhmlohghb i If trusses are to be stored horizontally,place .,cr,.-„~' =±r mySSES UP TO AND oven 0 y blocking of sufficient height beneath TRussrs nnszAvSCORE 6o PIEs stack of trusses at S'to 10'on center. ® Do not store No alma BR cene TEMPORARY RESTRAINT RACING For trusses stared for more than one week, unbraced bundles vetlmlmente los cover bundles to prevent moisture gain but upright. trusses sueltos. RESTRICCION Y ARRIOSTRE TEMPORAL allow for ventilation. cures- Refer to j3c r epic to Good Practice far 'r Refer to Bar-B Summary Sheet-Truss r Installation.&Temporary Restraint/Bradni for Top Temporal (jandlinC.bgalling,J3<Pstrainino&Bracing more Information. LateralBestralyd flj .tal Pla[e Lannected Wood Tr1155115 (iGTLB) far more detailed information pertaining to Vea el resumer BCSi BZ-ResMcd6n! 20 mini handling and jobslte storage of trusses. ;$i ` AMostre Temporal v Instalad6n de los_ Trusses para mas informad6n. Locate ground braces for first truss directly In 51 los trusses estarSn guardados horizon- ''=rs line with all rows of top chord temporary lat- taimente,ponga biaqueando de altura y- eral restraint(see table In the next column). =90' sundente detrds de la plla de IDS trusses. _ Do not score on No almacene en Coloque los arrlostres de tlena pars el primer Para trusses guardados par mis de Una uneven ground. tlerra deslgual. truss dlrectamente en Ifnea con coda una de Brace first truss semana,cubra los paquetes para prevenir las filas de resbicd6n lateral temporal de la d* —securely before : S`e aumento de humedad pero pernita venti- cuerda superior(yea la table an la pr6xima erection of addition a;. ,h`- lad6n. :. columns). trusses. Vea el fclleto SCSi Gufa dg Buena Pr6cU0 ' , Do not walk on unbraced RAUU1 Manelp In5ta1ad6n.Restrlccidn v Ar- trusses. rIg&ekAeJQLTW=de Mademconectados Azj' No camine en trusses on Placas de Metal para Informaddn mail D `i sueltos detallada sabre et manejo y almacenado de los trusses en Brea de trabajo. IMORMan- i?" ® 1 . , CLB WEB BRACE SUBSTITUTION T—BRACING THIS DETAII. I3 TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR T—BRACE IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: OR BRACING METHOD IS DESIRED. L_BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN NOTES: AT168 O.C. , ) NAILS. BRACE IS A THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED MDUL M 80%. OF WEB CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB MEMBER LENGTH BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR YINWX ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. IN T—BRACE L—BRACE WEB MEMBER SPECIPM cis ALTERNATIVE BRACING SCAB BRACING: SIZE BRACING T OR L—BRACE SCAB BRACE . . . . . . . .2X3, OR.2X4. 1 ROW. .2X4 .1-2X4 APPLY SCAB(S) TO•WIDE FACE OF WEB. . . . . . . . . . . . . . . . 2X3 OR 2X4 2 ROWS 2X8 2-2X4 NO MORE THAN (1) SCAB PER FACE. 2X8 1 ROW ZX4 1-2X8 ATTACH WITH 10d BOX OR GUN r211B 1 ROWS X8 2_2X4(#) (0.128'x VXI N) NAILS. AT B' O.C. 2XB 1 ROW 2X8 1-2X8 BRACE IS A 1C20MUM 2XB 2 ROWS 2X8 2-2XB(*) 809 OF WEB NEITHER LENGTH SCAB BRACE T—BRACE, L—BRACE AND SCAB BRACE TO BE SAYE SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. mr"a Am Am Mar L wm am»�n saw..Qobr ad. —A.r bee.uor, .bypfg&bdm"h mil►■mb& O.re to Idim TC LL PSF REF CLB SUBST. nms c W. .'m••Ia••>r�-°mow` TC DL PSF DATE 1/1/09 Ie..eocM.aa bt.LBn..h.L pwLl. r.rK Bca Bm..o.Ld.IL...I..i a.e.a .b.D tan dLabd d.mlmN ym�i u�bolim .LIl Ln. mmikur�WaLd .MUM 3nFO0 b=Mfwl ��i..y'��:°i tr'°�m'�°id r" BC DL PSF DRWG BRCLBSUB0109 �•olpPeArr r a=mj?r or n mr iu acrntt=r CMMU UL BC LL PSF BWIOLi6 Components GMUP Inr. h Orr_ N.tl a.t 1w�m�y�u�EnLUm h ILL d.dpy .oJ r.Oam Y L.a6 IL.b=i omtOtiLM vm TR o.7.5.lo.tL�r,n.omD(,Wpptad.d.Lmoj t b.W„s d U� amco.oaocka Fid-m na.h of wpe/uaa pup/q AMI mw ps"W/4P/w TOT. LD. PSF /aA)�.I�.I..L A�DW.9....L r...d barmy D.aWn"o.bna.bm .d em Mat DA4& ..d oa WL d..rler w.~"LaaW and Dtor..doat.l.nda...Ll n.PaaNL914.a1•lf ror+b Lan 000.Fm.at dsdp.Load m..ml. '°.ad u..a Im.om�I np mm�r m. DUI. FAC. n..�or>w Arm r am a '" E.a,C1y.M0 63015 —900:.:d „,'°BOt i:...sg.=^ "'_-kt-d_br=xc..t.La..F.a.s SPACING STR❑NGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a Minimum 2x4 BUTT RU DGICK SNGTOGGETHHER 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 4' ►The purpose of strongback bridging Is to `0' ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, S B 2x6 61 O.C.3.Oh NAILS IN 2 ROWS AT resulting In an overall Increase In the SCAB 6. O.0 g NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness of the floor, system. 2x6 LAP STRONGBACK BRIDGING N MEFtBERS FOR AT LEAST ONE TRUSS SPACING strongback bridging, positioned as shown In STR13NGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10' -0' o.c. (max.) NOTE, Details 1 and 2 are the preferred attachment methods ►The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used Interchangeably. 'Bracing' is an WEB W/ C3) 10d COMMON Important structural requirement of any floor (0148' NAILS OR O C4 10d BOX/GUN or roof system. Refer to the Truss Design O 28'013.07 NAILS Drawing (TDD) for the bracing requirements for each Individual truss component, 'Bridging; o o particularly 'strongback bridging' Is a ° recommendation for a truss system to help pd control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce p STRONGBACK BRIDGING 'bounce' or residual vibration resulting from sPENTS moving point loads, such as footsteps. to 10 Norm regulmd 10'to V I nm fat omtw of MW The performance of all floor systems are (B) 10d COMMON C0.0.) NAILS� t° at ) enhanced b the installation of strongback BOX/GUN (0.128'x3A9 NAILS AT 2x6 (MIND�IIkD STRONGBACK, 30'to+ I at + Y 9 TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. +d ours at 10°c bridging and therefore Is strongly recommended SCAB-ON BLOCK. ATTACH b Alpine. STRUNGBACK TO BLOCK W/ (3) Y P 10d COMMON (0148'x3.0') NAILS OR (4)10d BOX/GUN (0128'4.0') q For additional Information regarding strongback NAILS. O bridging, refer to BCSI (Building Component Safety Information). 00 e 09 . o 3ATTACH STRONGBACK `TO BORON wk WITH 0 010-3'SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES nos MA m m'"mrtMACT=c a mn+c W IWAIms TC LL PSF REF STRUNGBACK team r.qw rmb m mr.r,r■artc.tbp,harda.o.Arppyp Y1t�p�p one era IErra.•t.p.d raua.�+ut..t��+ als warp eapa.....t s.rrtr rnF.r.rtbn q T�.ne it.0►., rr.er TC DL PSF DATE 10/01/14 t••ta•m p.rra...rq....r�..+.e.... r..s��..r..0 p•.vw• �.py o..•scc aq notN othnWp too plod.hW h rr=."Vmr art f r4+cW+l.berm and hotter.tlob r 0"h.—a prap.rty.tt.ard r/a oaa,p towt.ans Awm ra•parrprar.R lateral r-traM or—b. BC DL PSF DRWG STRBRIBR1014 O .rra l.rr tau..par .aetb,r A,n a no..• plater.t...eh racer d a= and u.tom abort atd on tM Jdnt Drtaa..ud.0 noftd rtlaratre. RHtr to a. i6o rz to-nudwd$to P"Mm a BC LL PSF m+ AN ITWGDMPNN1f y •d edit op tTW%Mhg eaepa.nts romp Ina dM not br raspm3VAR for sm dr4ilm TAT. LDS PSF kwt uatn�tr�+6r0�p""w ttnm.Wtd�tlr tue In ria,+nc..W,Alavral L err for w.aa,p,■NppHy A..d m 4h.ora.tq a•attar pour tbta'o eft ob•-1 adatm—qft a or pmf-sk t _ rse,,,ear.'�'°a'u�tX.`°lnrr.,p rw'+dt�q°or .a� 'orr>,em�`rwa�dvr�pi �sar� °""'° DUR. FAC. 1,00 1�9�ND� r.r non Manattm m tfds,pits panaral rwtasp� aM tt.r.r aW Atop ALPM aaantplxlt jc9m 1P1,aartpa.rbw•6 ssu as abo Fo'trr pry,1C0...ka.rrorp SPACING Piggyback Deto.R - ASCE 7-10l 180 mph, 30 Mean Hgt, Partlo Uy Enclosed, Exp, C, Kz 100 nph Wind,30.00 ft Hcan Hat. ASCE 7-10. Part'.Enclosed 81dn.locatad anywhere In roof.Exp C.Wind 71L—54 psi Wra,KitcLO. Or 260 nph wind, 30.00 ft Neon Hgt, ASCE 7-10,Part,Enclosed Bldg,located anywhere In roof, Exp D.wind DL-54 psf (nW,Kzt.LO, Notet'Cop chords aP trusses supporting plogyback cap trusses must be adequately bracdd by sheathing or purilm. The bullding Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing far out of plane foods over gable ands Maximum truss spacing is E4•-ae detail Is not applIcable If cap supports addltlanal loads such as eupcla,staaple, CWWY or drag Strut lands, xx Re`Fc`r'6 En lneiP.1 sealed truss des1•nr dnL% •fd-.6&d vac and b-oso'.truss k eWPIcdtldrk- F�OOYbaW cap trua�sla-1 nailed to oft-top Chard WWUn +-,•Flat top chord powers rogWrod nt both ands and nt o naa,lnun hroehg with C2�16d box noU CGMS x3.59 and socura top of E4'Intervals unless oifier+rLsa noted on base•truss deslgn chard w1th 2x4 83 grade scab G side only at each and) drawing.Attach pur in bracing to the flat top chard using a attached with 2 roes of Sod box nails (O.MWx3') at 4' or— mintnum of (2) 16d box nails (0.1351x357. 12 � Flat Top Chord C= 36` Up to 12 VVV t 6' t t ` 3: .% See Note ++ Full ' Depth :Top Chord Scab (Typical Each End) x In addition, provide connection with one of the fallowing nethods 7rulox 29PB 1Javer Plooubaek Bleto Me 3X8 Trulax plates for W chard member,and O'e.'aepli ,% `T,ggg6aYll'pld�c #o coeh".farx 3X10 Trulox plates for PUG and larger chord ��8''q.c kttaa ,ice t ttb )pgyIi�ol lc'at,Rine d nenbers Attach to each face P. 6'a.* with(4) p'abr'atbn,A�Wth slip�arts+rfg tru s tcety Od2A'xL37W nails into cap bottom chord and (4) C+'� _- RGI',;375! ri2tLs e+ E;a , s.•p1 In base truss top chard Trulox plates may be p(5gYback.Pib`ecs•r)q�jac;�sta ar_Q�4� oC.:•fi+orlt staggered 41 a.--front to 1uRck faces. .to bar3(•FAMW APA Rated Gusset !ex4 Vertlr_al Scabs a'R6'x7/36'•(mW:AR Riteii shenfWArt gu5set • 2x4 SPF 02,foil ord depth scabs Coach face). leach fagAr At�tac 2.6"d.a:.wtth;,(@S,5d COMAgqt►. Attach fl 8' o.c.with (6) 10d box nails(MMSlx3') (0113'x27;•riatls p,Vr'8tlsset.•(f),Ir>2np bdttalY er scab,Q) in cop bottom chord and C3) In ahPr,'d'arid.Cd),Ig base•truss �p'p ch6rq, �iysSe}s base truss top chard Scabs may be staggered nay.be s pggcred.%F',ac,Tron J%W-Facing. 4' ac. Front to back Faces. S 'r • w+VAW=ffw RLO AM MUM A11.M M DI Ties UUVDU FEF PIGGYBACK ` +ADMITANT"F►XIM Tia5 alAVV G To ILL GCWRAM=0la lt00Yl U E DlSTI1L= .. �•. Tna :.4�o•••Yti),k ram,6 tn.fnb4eatr a,,lw,v,i p y wway aM:lam• acre w w• 2l2114 •:; 'ialar the ktawt wml ah of 51 t3Aft-�nPaiNat•'Sai`ityu• as.a%%W 7rt�'at(feu ter}",dfW aetl4es pcbi to I- ""Nor-go.-. Igt�alitig•,Z lalovtd+,+�rr.-A.trark. � P$1801002�2 �Weu'Ma•Qq*C%IFi;TtobceHrd`si.GCNa�(a 1y 4tta td s!r anh'&V•S ltQ*JM nM' Idgn d.ard thdl'FwfJr i pp�e•crypeedwd Cb'i c A�arYJwin r ��,trsntinit lat�r4 dfi 0". at,wrph` •KLvr d'4 Nsia'14d:p+r•>�SS tie o�TJ.T7 it y10.,g,■olptkP*.q J.pp(y' ntet is radi face aF'&Y iraad•peskgM es.sld i+h'beyr.lie,r?tfx;S{7K iu. OW V9 y r n?+v BuiSay Componwnlsaeaupina cedr to¢•arltpa'•IliWirZ.for'stn,wlaed plat'r pewllfonr. - t - ry1a11 �t ,or Ea•h�.n2aa`yl rron. tiaif+7.MY,. s{*p>Ao,��a _ liffA.l+a dI't,tusis A fic-rtd. .d?a:kia:or tov,r pool•astLeo tlJi.dre�6ort+dfates eces�bir+eo. . atrp,e(risl Ln li+�rklZNO•nspgesb?Ity,•soldyi ra;'d�•deaY�a.sl+oi+a 'Th?su WMPq-'1%Q ioFt U.t •i &,a'ti$.ra"�.uy,s1wGellre b•ttir:rGaponstUH31E�hi4`F+f Ltis?OneruriltCi(lll•tSSa0 >aM r.kat�as 1 e,t nav hrartgildr Re.tlLw-?k.pwricel nslss"i er. eu i sty. ,. SPACING 24.0' 1TtJ0X!? riaeoru 7yli?rlr.rt:N'"•ta•ol Ylrli't'nsbdnducirv.a�iCG,1dr!scor.;c•p. 110 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-iR, PART, ENC, BLDG, LOCATED ANYWHERE BRACING DEFINITIONS& IN ROOF, CAT II EXP C, Kzt = 1.00, WIND TC DL=5.0 PSF, WIND BC 13L=5.0 PSF. NOTEt 'END ZONE' EXISTS IS' AT BOTH ENDS OF VERTICAL WEB. 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-05, PART, ENC, BLDG, LOCATED ANYWHERE (A> (1) 2x4 SP #3 'L' BRACE. ATTACH WITH 0.128'x3' NAILS @ 2' O.C. IN IN ROOF, CAT II EXP C, Kzt = 1,00, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. END ZONES 4' O.C. BETWEEN ZONES. + FOR VERTICAL STUDS LESS THAN 4' C', W1.5x4 FOR VERTICAL STUDS GREATER THAN 4' 0' BUT NO MORE THAN 11' 6'1 W3.5x4 (B) (2) 2x4 SP #3 'L' BRACES. ATTACH EACH WITH 0.128'x3' NAILS @ 3' O.C. IN. END ZONE! 6' O.C. BETWEEN ZONES. w SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. (C) (1) 2x6 SP #2N 'L' BRACE. ATTACH WITH 0.128'x3' NAILS @ 2' O.C. IN ON 2x4 OR GREATER CHORDS. END ZONE& 4' O.C. BETWEEN ZONES. (D) (2) 2x6 SP #2N 'L' BRACE. ATTACH EACH WITH 0.128'x3' NAILS @ DROP GABLE WILL SUPPORT 4' 0' 13UTLOOKERS WITH 2' 0. OVERHANG (DROP HEEL GABLE) 3' O.C. IN. END ZONE& 6' O.C. BETWEEN ZONES. SPACING 24' O.C. OR THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL HEEL GABLE). STUD SPACING / BRACING TABLE. (MAX LENGTH) IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO DESIGN THE ROOF 2x4 SP #3 DEFLEC— (1) 2x4 (2) 2x4 (1) 2x6 (2) 2x6 AND CEILING DIAPHRAGMS AND SPECIFY CONNECTIONS TO TRANSFER ALL OUT—OF—PLANE STUD TION 'L' BRACE 'L' BRACE L' BRACE L' BRACE LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. SPACING CRITERIA TYPE (A) TYPE (B) TYPE CC) TYPE (D) 24' L/360 3' 1' 4' 2' 6' 3' 8' 0' THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING 24' L/180 3' 4' 5' 7' 6' 3' 11' 0' AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 16' L/360 3' 11' 5' 3' 7' 10' 9' 11' 16' L/180 4' 9' 7' 4' 9' 6' 11' 0' 12' L/360 4' 7' 6' V 8' 11' ill 0' ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG 1 12' L/180 1 5' 11' 8' 5' 1 11' 0' 11' 0' DIMENSION PERPENDICULAR TO SUPPORTS. NOTEj NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES ++ WITH 2-16d (0.162'x3.5') NAILS AT EACH END, NOTEi ATTACH LADDERTRUSS TO TOP CHORD OF GABLE TRUSS LADDER W/ 5�� T❑ TABLE FOR WITH TWO ROWS OF 16d (0.162x3.5') NAILS @ 8' O.C. STEPS @ 24' O.C. BRRACIACI NG REQUIREMENTS. STAGGERED 4'. TRUSSES @ SPECIAL GABLE 24' O.C. END TRUSS V 0' MAX O.H. INCLUDES FACIA + (TYP) ALT. GABLE SHAPES! 11111111777 .mroeTWrtn r>aausx»�aaA m m ki ru WAWM DC mac IM DWALL xs REF Thames r'egal'e•ntro»e�M ratrimtMo.?and**.shbPl'W, Yip aM bench* Refer to aM Mew Vn latest•dtton or SCSI Mew Coepm—.. Wety L�fann�tJon,by"I and S=for rr safety +Pam'to P�vn„D tlrs•"�^"""- InstaLL•rc stall provvle to b"' na 6ottararchad ems,at•d-tt lw.taP d.aed 1 have property attsdwd sbvcbrol 1 a orr�dd a,w have a prap.rly ottocMd cob,* [amtkm dwm Far P....o.eIrt taterat r•str lft ar••bs DRWG A140GCO21014 W"have bncht Metalled per SCSI soc"bora xt,rI or 210. Cabe Appt ptat•e race at t ws=pmH6n :eliomandto cad, above a on Vr Jam DetNr,visa notN�Ire�ly. Rohr to dra•Ygs 1,4:z par mundard plate pasma— AIpM,a ctvkfa�ov[TV lili3q CoryerrrRs rrpq frc afiW not M rasppss>bi•ear an oeNatlon I}vr AN RW(70MPANY ttis dro•Inp,any roles to bald el.buss M caaFa�onoe.w,ArrsvrPl L or oa, ha,wlaa .hr,pl q Mstallatfon i hndrp or inane. MAX TOT, LD. 60 PSF A coal m Ves�'eM'+tr or'rover Da SstYp tNs Oa•!q.Meats amptamw or prorsubnol 19 M City,MO Mive e3D45 ra tt,e ip�l►i, s�c n'�.ear'� PPM v�pI 1 S•N°moo DUR. FAG. ANY leaahay,Moe3oas For mov�Tpy oSNAs�. . as emu.• m recro MAX SPACING 24.0' _STEPDOWN HIP CORNER SET DETAIL I HIP GIRDER ** (3) 16d (0.162"x3.5") TOE-NAILS �c (2) 16d (0.162"x3.5") TOE—NAILS NOTE. CJ5 10d (0.1487x3.0) GUN NAILS MAY BE SUBSTrrUTED IN PLACE OF 16d TOE—NAILS UP TO THE MAXQIUM > Y G.{;- REACTIONS SHOWN BELOW. cYi CM y (2) NAILS: R=280# U=345# c d�Q v¢ (3) NAILS: R=390# U=520# w z 4 0 z CJ1 w o eie�e M Lo tY U W CORNER JACKS WEBS VARY CL 2'-0' 2'-0' 2'-0' 2'-0' CJ1 CJ3 CJ5 NOTES: HIP JACK 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS. TRUSS PLATES AND LUMBER AS SHOWN, OR PER w S. WIND LOADING BASED ON ASCE 7-10 MEAN INDIVIDUAL TRUSS DESIGNS. ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS-2005 END JACK "2=12"Zn AM a0 W AM W=09 UN tta>0:n TC LL 20-30 PSF rDRWEGjSTEPD0WN =m a yofn.tea a.r.In*�"� '="r �v lc&to,uwbz"a b ub& ww to.ad tam 8f90 m=Gamyoomt Odd,Iatmmattoa.b,M aad Irm for ad yQadfa..Idar t.yafarmfag .=`>w�' u�'u"ar.a � e ia� >t at>uaieeaaea TC DL 7-20 PSF /21/12 ••may '"°'D r.dsamt at"lm shLU hum bzad'to.t+u-d'ar>t2 BC DL — PST IIIP a.ot1®a fit t IIT fr.te1.job.�.n.e.t adr p.p fns ate.>o1^tms:r. "W=A=-•Y==Wr or tM MM TO a�*���'�n COMACv2. BC LL 10.00 PST nV auelaj 4.ot Iaa ts*aco}.b.0 a.t b t-r da taum cmm tm.ds' W,faller-In 1niLd Ih.tea.fa aeafwm-aoa YM VL or 4Lrk U.& xec ad .t�+.Ium& ==camdar pWm am ma"of 20111VUQ(*.a/c/4 AM Am a&"at/40/w TOT. LD. 37-55 PST �C/r�/®}ink.=Q�r•�� .. �u of+:a ®.d ���da.ielot D"L,6 „Utz ttxmn��pdaa.�Im �aoa�es tag.o.myo�r.c w>n+titsw L ia. DUR..PAC. 1.25 800:Ar1hrbnd....m•S7le....1�� °i•...aaoiada.tgmm:u�...,•.—,-s SPACING 2-0-0 it -Val-l-ey Detail--ASEE 7-101 180-Mph,-30-Mean-Height, P-artial-l-y-E-ncLosed,-E-x_p,-C,-Kzt=1.00 — Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80% Length of web, sane species and SRB grade or better, attached Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP # or SPF #1/#2 or better. with 8d box (0.113' x 2.51) nails at 6' O.C„ or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9'. Attach each voile to ever supporting truss wlth� For verticals over 10'-0' tall, apply C2) 1x4 'T' braces, 807 length OF y y web, same specles and SRB grade or better, attached with 8d box 560# connection or with (1) ITWBCG HA4 (0.113' x EX) nails R 6' o.c. or HA2.5 connector or equivalent for Top chord of truss beneath valley set dust be braced wltht ASCE 7-10 180 mph, 30' Mean Height, Part. Enc. properly attached, rated sheathing applied prior to valley truss Building, Exp. C, Wind TC 331-=5 psf, Kzt = 1.00 installation, Or ASCE 7-10 160 Mph, 30' Mean Height, Part. Enc, Punrlins at 24' o.c, or as otherwise specified on Engineer's sealed design, Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Or By valley trusses used In lleu of purlin spacing as specified on Engineer's sealed design. Cut from 2x6 or Larger as req'd I Xxx Note that the purlin spacing for bracing the top chord of the truss 4-0-0 beneath the valley Is measured along the slope of the top chord. 12 ++ Larger spans may be built as long as the vertical height does 12 Max.I� W2X4 not exceed 14'-01, W2X4 W2X4 Bottom chord may be square or pitched cut as shown. �--- a-0-0 --, W2X4 W4X4 12 Valle 12 Max.i1 4X Spacing W1X3 6-0-0 W1X3 Pitched Cut Square Cut Stubbed Valley 0 tional Hip (Max Spacing) W2X4 Bottom Chord Bottom Chord End Detnll Joint Detall W1X3 WIX3 Valley Valley 16-0-0 W1Wl _� ++ / o m n T u e 12 2 ' o. . 12 Max.i— l4X4 WWIX3 1ll S t ��\1` �1# a 4 W1X3 6-0-0 Q`1 L\�9 WiX3 (Max Spacing) W2X4 gQo W1X3 W5X4/ 114111 SPL- -IRIX3 Comrlon T usses Partial Framing 20-0-0 (++) -� at 2 ' C.C. Plan Supporting trusses at 24' o.c. maximum spacing. MWARlmiIIws Mb-NM n3LUV ALL NWES of nos IRAV= TC LL 30 30 4OPSF REF VALLEY DETAIL W WpRT&W flit=nU DRAvwo In ALL CMfn jt V CMM IM be;T&ML Tnucss require estrI.wore In fabrk..ft,�rMRnp.shbplro.IatpRk vd brldny Roper to Wei TC DL �0 15 7 PSF DATE 2/16/1Z fouow iW I►tsst edllon of Dent Guldng eanvarwmt fsty to srmtlo % TPt ono vrW Ior solrty ss noprior to P"Vernhp ttr:e fuiatb&s btstaWrs slnH provldr bra per HCSI. ted ather.l„ top chard sMU have properly etsourd ay++cs�+rat she& a batten BC DL 10 10 10 PSF DRWG VAL180100212 chord then have a pro rIy attached ryryppH seWp L&eatbne shorn far permn.rt l&terd rostroht of webs shau have 6radno tnh6ed p V14=1 wctbns Ha,>»er Le,&a Oppuaable. l fo y{�t.s to BE LL 0 0 0 PSF Inch m�W srp�s I6WW far pi& clta�ilc w jWnt Helots.w..s nA.ofM�de.. BUMV Gomponenb Gmup lne. TOT. LD. 60 55 57PSF ITV&iArq�mpam�has r•vW Inc shoo net be responsUe for Coy dsvhtlon from thb;drawft any faUrw to bi4d the 4russ In oenpn rkh ANSI L or for hudiq.shbpinp.L+sisuaflon L brsehp of tresses A soot on ifs druk2 or Cover pees Ietsq ibis elrawlro.M.ae►teraeerptanu or proresdonol ofiwasrbg responswity eddy for tlr design shorn TM edt&butyl and use o/thk DURFAC.Lgwl.331.15 11s dra■hp for ey sit7.GUrc b the respensla ty er the Butdng Designer pper AMSI/Tf 1 Sec.& FadhCiry,MO63H65 For hors bfarnelbn sae this ob's gnernl notes pope old thrst ub sltea SPACING 24.0' ITVHrls neltwbcpca.V 7PH w.v.fY+.torpl ViClb wrssbcY.d,stryorp.Ila'+rrrJcesafesre -Str ... . Face-Mount Hangers `These products are available with additional corrosion r/These products are approved for installation with the Strong-Drive° protection.For more information,see p.18. SD Connector screw.See pp.39-40 for more Information. Model Nc. Dlmenslons(!n.) Fasteners DF/SP Allowable Loads SFF/HF Allowable Loads Cade a. Carrying Carried Uplift Floor Snow Roof 1Mnd Uplift floor Snow Roof Wind Ref.' No. W H B Member Member 160 (too} 115 125) (160 (160) (100) (115 12 (160) Double 2x Sizes I i 0 LUS24-2 2% 18 3''A 3% 2 (4)16d (2)16d 440 800 910 1 985 1,260 380 680 780 845 11,070 LUS26.2 4114s 18 3% 4"A 2 4)16d (4)16d 1,1135 1,030 1.180 11.280 1,625 1.000 880 1,010 1,090 1,385 17 L17 FL 0 HHUS26-2 4-As 14 35is 5% 3 (14)16d (6)16d 1,550 2,785 3,155 3,405 4,765 1,335 2,390 2,710 2,925 3685 HGUS26-2 4§is 12 394s Oe 4 (20)16d 16d 2,155 4,365 4,875 5,230 5,575 1,655 3,760 4,200 4,500 4795 0 HGU026.2-SDS3 5h 12 3% 59is 4 (12)Y4"x 3"SDS (4)Ur x 3"SOS 1,635 5,040 5,565 5,565 5,565 1,175 3,630 4;005 4,005 4,005 FL 0 LUS28 2 491s 18 3% 7 2 (6)16d 4)16d 1,165 1,315 1.500 1,625 2,060 1,000 1,125 1,285 1,390 1.765 P HHUS28-2 1 6%. 141 311s 1 7V4 3 22 16d (8)16d 2,000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4.415 5375 17,L17,FL HGUS2B-2 1 6% 12 3%171161 4 (36)16d 02)16d ' 3,235 7,460 7,460 7,460 7,460 2,785 16.415 16,415 6,4151 A415 HGUQ28-2-SDS3 7Y 12 33'is 7Vic 1 4 (20)'/i x3"SDS (6)Yi"x3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 5.280 5,280 6,280 V80 FL LUS210.2 He 18 JaB 2 (8)18d (6)16d 1,745 1,830 2,090 2,265 2,870 1,500 1,565 1,785 i,935 2455 ( HHUS210-2 63'a 14 3 (30)16d (10)16d 3.745 5,635 6,380 6880 7185 3,525 4,835 5,270 5,380 5765 17 LlT FL HGU5210 2 8% 12 4 (46)16d 16 16d 4,095 9,100 9,100 9,100 9,100 3,525 7465 7730 7,825 7,825 HGU0210-2-SDS3 9Y4 12 4 1281IWv3"5DS (B)Yi"x3"SDS 3,440 7495 7,415 7,415 7415 2,475 ,5,340 5,340 5,340 5,340 FL Triple 2x Sizes HGU526ti9 4ING 12 4% 5'k 4 0)16d M)16d Z155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 -4,500 4,795 17,LiT FL HGU026.3-SOS4.5 5A 12 VVis 5% 4 12)'/4"x 4Ye"SDS(4)Y!x 4'h"SDS 1,635 5,040 5.165 5.165 5,165 1,175 3,630 3,720 3,720 3,720 FL HGUS28-3 6%, 12 4'1e 7'/4 .4 (36)16d 02)16d 3,235 7,460 7,460 7,460 7,460 2,785 6.415 6,415 6,415 6,415 17 L17 FL D HGU028.3-SDS4.5 7% 12 4Wta 7'/. 4 (20)'/"x4Yi SDS '/4 x4'WSDS 2,565 .8,40D 9175 9,176 9,175 1.845 6,050 6.605 6,605 A605 FL HGUS210-3 8% 12 4% 9'% 4 (46)16d 06)16d 4-,095 9,100 9,100 9,100 9;100 3,525 7,825 7825 7,825 7825 h,L17,FL 0 HGU0210.3-SDS4.5 9Y 12 4"As 9'/4 4 (28)Y+"x 4Yi SOS(8)Yi x4'k"SDS 3.440 9.745 9,745 9,745 9,745 2,475 7015 7,015 7.015 7015 FL HGUS212.3 10% 12 4�1is 103ri 4 55)16d (20)16d 5,045 9,600 9,600 9,600 9,600 4,335 6,255 8,255 8,255 6,255 'O HGUS214-3 12%11214Ws 12% 4 (66)16d (22)16d 5,515 10,100 10,100 10,100 10,100 4,745 8,685 8,685 8,R5 8,685 11,L17,FL Quadruple 2x Sizes i HGUS26-4 5% 12 64is 5'/rs 4 (20)16d 6)16d 2,155 4,355 4,875 5;230 5,575 1.855 3.750 4,200 4,500 4,795 17,L17 FIL +C 0 HGU026-4-SD86 5A 12 Ras Rs 4 (12)Yi x6"SDS (4)Y�x6"SDS 2.375 5,040 5.165 5,165 5,165 1,7f0 3.630 3,720 3.720 4720 FL (� HGUS28-4 7Y 12 6Wie 73ie 4 (3 16d 2)16d 3,235 7,460 7,460 7,460 7460 2,785 6,415 6,415 6,415 6,415 17.L17 FL I H 1* HGUQ28-4-SDS6 7A 12 6'Ye 73'is 4 (20)VVX6"SDS (b)Yi"x6"SD5 4,020 8,400 8,860' 8,860 8,880. 2,890 6,050 6,380 6,380 6380 FL I y HGUS210.4 9Y4 12 69is ffs 4 (46)16d 0 15d 4.095 9.100 9,100 9,100 9,100 3,525 7,825 7.825 7,1125 7,825 17.L17 R F HGU0210-4-SOS6 9y 12 6�e TH6 4 28)Y:x6"SDS (a)Yex6"SOS 4.170 10,26010,25010,2601Q260 3,000 7,385 7,385 7,385 7,385 FL HGUS212.4 10% 12 Re 10% 4 (56)16d (20)16d 5.045 9,600 9,600 9,6130 .9,600 4,335 8,255 8,255 8.255 8,255' +�-' 17,L17,FL HGUS214-4 12% 12 6%s 12Y. 4 66)16d 2)16d 5,516 10,100 10,100 10,100 10,100 4,745 8.685 8.685 8,685 8,685 d 4x Sizes LUS46 4-H 18 3%s 4% 2 (4)16d (4)16d 1.165 1,030 1,180 1,280 1,625 11,0001 880 1,010 1,090 1,385 5GUS46 4% 12 TY, 434, 4 0)16d (8)16d 2,155 4.355 4,875 15,230 5,575 1.855 3.750 4,200 4,500 4,795 17.L17 FL HHUS46 4-s 14 3% ffs 3 4)16d (6)16d 1.550 2,790 13,160 13,410 4,265 1.335 2,390 2,710 2,925 3,665 H00045-SD83 5% 12 3% 4% 4 (12)VVx3"SDS (4)1/"x3"SOS 1,635 5.040 5,165 15,165 5,165 1.175 13,630 3,720 3,720 3,720 FL LUS48 4% 18 3%s 6% 2 (6)16d (4)16d 1,165 1,315 11.50011,625 2.060 1,000 1,125 1,285 1,39D 1,765 HUS48 BY. 14 3%s 7 2 (6)16d (6)16d 1,5W 1,595 1,815 11.960 2,470 1,550 1,365 1,555 1,680 2,119 17,L77,FL HHUS48 6Y1 14 35/a 7Ya 3 (22)16d (8)llid 2,000 4,215 4,770 5,150 6.440 1,720 3,615 4,095 4.415 5,535 HGUS48 6% 12 33's 714,6 4 (36)16d 02)16d 3,235 7,460 7.460 .7.460 7,460 2,785 6,415 6,415 6,415 6,415 HGUQ48-SDS3 7Y4 12 3% 6%1 4 1(20)'/�x3"SDS (6)Y4"x3"SDS 2,565 7,330 7.330 17.330 7,330 11,B451 5,280 5.280 5.280 5,2801 FL LUS410 6Y4 18 3% 8% 2 (8)16d (6)16d 1,745 1,830 2,090 2.265 2,870 1,500 1,555 1,785 VW 2,455 HHUS410 8% 14 3% 9 3 (30)16d (10)16d 3,745 5,640 6,385 6,890 7,165 3,440 4,835 5,480 5,910 6,165 17.L17 FL i HGUS410 BNG 12 3% 9Ys 4 146)16d 6)16d 4,095 9,100 9,100 I 9,1d0 9,100 3,525 7,825 7,825 7,625 7,825 HGUQ410-SDS3 9Y+ 112 '3% 87A 4 (28)Vex 3"SDS )W O"SDS 3,440 7,415 7,415 17,415 7.415 2,475 5,34018,685. 5,340 5,340 5,340 FL HGUS412 10% 12 3% 10r/s 4 (56)16d (20)16d 5,045 9600 9;600 9,600 9,600 4.335 8,2558,255 81255 8.255 17,L17 FL HGUS414 11%, 12 3% 12%e 4 66)i6d (22)16d 5,515 iD,10010,100 10A0 10,100 4.745 8.685 8,685 6,685 1.Uplift loads have been increased for wind or earthquake loading with no further When Strong-Drive SDS Heavy-Duty Connector stews do not penetrate all pees Increase allowed.Reduce where other bads govern. of the supporting girder truss,supplemental Strong-Drive SDS Heavy-Duty 2.Wind(160)Is a download rating. Connector screws at the hanger locations may be requred to transfer the bad to 3.Minimum heel height shown Is required to achieve full table bads.For less than the truss pteg not penetrated by tiro face testenem,as detour red by the Designer.' minimum heel height,see technical bulletin T C-REDHEEL at strongtie.com. 7.The supporting girder truss must have adequate thlolm to accunmodate 4.Truss chord cross-grain tension may limit allowable loads in accordance the screw length,so that the screw does not protrude out the back of the with ANSVTPI 1.2007.Simpson Strong-TIO Connector Selector"Software girder,X-or 4W-fong Strong-Drive SDS Heavy-D*Conrector screws Includes the evaluation of cross-graln tension in Its hanger allowable loads. may be substituted for the longer Strong-Drive SDS tieavy-Duty Connector For additional infommtion,contact Simpson Strong-Tie. screws with rio load reduction. 5.Simpson Strong Tie°Strong-Drive°SDS Heavy-Duty Connector screws are 8.Loads shown are based on minimum of 2-ply 2x carryvrg member for naned permitted to be Installed through metal truss plates as approved by the Truss hangers,With 3x carrying members,use 16d x 2W rails into the header and; Designer,provided the requirements ofANSViPI 1-2014 Sections 7.5.3.4 and 16d commons Into the joist with no load reduction.Wdhaurgle 2x carrying 8.9.2 are met(pre-dulling required through the plate using a maklmum of W bit). members,use 10d x 1 W nans Into the header and 10d commons Into the 6.Strong-Drive SDS Heavy-Duty Connector screws that penetrate an pries of the joist,and reduce the load to 0.64 of the table value, supporting girder(screws must penetrate a minimum of 1"into the last buss ply) 9.Nails:1 Od=0.162"dia.x 3 W long.See pp.26-27 for other nab sizes may also be used to transfer the bad through all the pees of the supporting girder, and information. 237 . . ... Bill Face-Mount Hangers -- Solid Sawn Lumber (DF/SP) m The Joist Hanger Selector software enables you-the most optimum product for your project. The software takes Into consideration all the characteristics seen in this catalog.Visit strongtie.comrhs. These products are available with additional corrosion ® These products ere approved for Installation with the Strong-Drive° protection.For more information,see p.18. SD Connector screw.See pp.39-40 for more Information, 7 Dimensions(in.) Fasteners bF%SP Allowable Loads Installed Joist Mln, Code Sfze Model No. Ga, w H 8 Max Upitf`t Boar Srtaw Roof Costlndex Rat i Header Joist (160) (100) (sib) i Sawn tumberSlzes LU24 201 1'Ye 1 3% 1 11& -1 (4)16d 1 (2)10d x 1 W 265 555 635 685 P Lowest 1/,127 FL,L5,L17 0 2X4 LUS24 18 Ws 3'/a IW - (4)10d 0)10d 490 ••670 765 ..825 + %-!. U24 161 1% 3'14 f I lh -1 (4)l6d 1 (2)IGdx t W 265 1.675. 1 655 1 705 1 +Px9 HU26 14 1%,1 3Ya I 2In - 1 (4)16d 1 (2)10dx 1 W 335 595 670 720 t2851 17,FL,L17 DSLLUS24-2 18 3Ya 3Y. 2 - (4)l6d (2)16d 440 800 910 985 Lowest i7,127,FL,L5,L17 2X4 .U24-2 16 3Ys 3 2 - (4)16d (2)10d 370 575 655 705 +33% Q HU24-2/HUC24.2 14 3Y. 3Y6 21h - (4)led (2)10d 380 380 595 720 +240% 17,FL,L17 Q LUS26 18 11Vs 4% 1i'4 - (4)10d (4)10d 11165 .865 990 1,b70 Lowed LU26 20 1% 4% 114 - (6)16d (4)10d x I W 565 635 950 1,030 +1i16 127,FL,L5,Lil U26 16 1 a 4i'4 2 - (6)16d (4)tOdx 1 Yz" 585 865 9rlD 1,055 +45%. Q LU0262 18 19is 4� 1 iri - (6)16d (4)tOdx 1 Yz" 730 845 965 • 1,040 +160% 17,FL,L17 HU26 14 1Ys 3Ys 2Y4 - (4)16d (2)10dx 1 Yz 335 595 670 720 +178% I ) HUS26 16 14'a 5% 3 - (14)16d (6)16d 1,550 Z720 3,095 3,335 +27¢% n,127,FL,L5,L17 Q WS25-2 18 3Ya 4% 2 - (4)16d (4)l6d 1,165 1,030 1,180 1,275 Lowest U26-2 16 3Ya. 5 2 - (8)l6d' (4)10d 740 1.150 1.305 1,410 +65% DBL HUS26-2/HUSC26-2 14 3Ya 5Y,, 2 - (4)16d (4)l6d 1,235 1,065 1,210 1,305 +172% 17,FL,LlT 2X6 Q HU26-2/HUC26-2 14 3Ya 5% 2'% Min. (8)16d (4)10d 760 1,190 1,345 1,445 +233% I1,127,FL,L5,L17 14 3Ya 59e 2A Max (12)16d (6)10d 1,135 1,785 2,015 2,165 +254% 17.Ft.Li7 LUS26-3 18 Oh 4% 2 (4)16d (4)l6d 1,f65 1,D30 1,180 1,28a •' TPL U26-3 16 4% 4y 2 (8)l6d (4)10d 7'40 -1,150 1,305 1,410 • 14 4mY. 44: 2rk Mm. (8)l6d -(4)10d 760 1,190• 1,345 T;�{45 17, FL ® HU26-3/HUC26-3 14 4'Ys 44'e 21h Max. 02)16d (6)10d 1,135'. 1,7$5 2;015 2,165 Q LUS26 118 19ir 4% 1 IT, I- (4)10d (4)10d 1,165 865 990 1,070 Lowest LU26 120 1 Ys 1 4YYi 1 1 Sh - (6)16d (4)10d x 1 Yi 565 635 1 950 1,030 +69G Q LUS2$ 18 11 to 63a 13'4 - (6)10d (4)10d 1,165 1,105 1,260 1,355 +23% I1,127,FL,L5,L17 W28 120 1Si, 615 I 114 I- (8)led (6)lod x 1 A' 650 1,110 1,270 1 1,335 +39% 2K8 115 195a 43/i 1 2 - (6)16d (4)10d x l W 585 865 980 1 1,055 +43% ® LUC26Z Ila 1 . 4°144 1 N/4 - (6)l6d (4)10d x I W 730 845 965 1,040 +160% 1 17,Fl L17 Q HU28 114 1Wia 5'/� 1 2y 1 - (6)16d (4)10d x 1 W 610 895 1.095 1,055 +251% Q HUS26 116 la✓ 5s/r 1 3 - (14)16d (6)l6d 1,550 2.720 3,095 3,335 +276% [ HUS26 16 1 Y. 7 3 - (22)led (9)l6d 2.000 3.965 4,120 4,220 +409% E3 LUS26-2 18 3% 4r/a 2 - (4)16d (4)16d 1,165 1,030 1,180 1,280 Lowest 17,127,FL,L5,L17 Q LUS28-2 18 3Ya 7 2 -- (6)16d (4)l6d 1,165 1,315 1,500 1,625 +8% DBL U28.2 16 3Ya 5 2 - (8)16d (4)10d 740 1,150 1,305 1.410 +65% 2x6 HUS28-2 14 3Ya TT,at2 - (6)16d (6)l6d 1,550 1,695 1,815 1,960 +163% 14 3Ya 7 (10)t6d (4)lOd 760 1,490 1,6$0 1,805 +39716 17,FL,L17 HU26-2/HUC28 2 14 3Ya 7 (14)16d (6)10d 1,135 2,085 2,35C► 2,530 +418'b 1.Uplift loads apply to 10d and 16d header fasteners.Uplift bads 5.DF/SP loads can be used for SCL that has fastener holding capacity have been Increased for wind or earthquake loading with no of Doug Fir further increase allowed.Reduce where other loads govern. 6.Truss chord cross-grain tension may limit allowable loads.In accordar a 2.10d commons or 16d sinkers may be used instead of the with ANSVIPI 1-2014.Sknpson Strong-Tie°Connector Selector" specified 16d at 0.84 of the table load value. software Includes the evaluation of truss grain tendon In Its hanger 3.16d sinkers may be used Instead of the specified 10d allowable loads.For additional Information,contact Simpson Strong Tie H commons with no load reduction.(I ad sinkers are not 7.Nalls:t6d=0.162'dia.x 3W tong,I0d=0.148'dra.x 3'" acceptable for HOG applications,) 10d x 1 W=0.148•dla,x 1 W long,See pp.26-27 for other hall sizes + 4.Mn.nailing quantity and load values-fit(ell round holes: and Information. Max.nailing quantity and load values-fill all round and 'Hangers do not have an Instafed Cost index triangle holes. I Codes:See p.14 for Code Reference Key Chart "cill J& 1110 IMIRMii STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES STEPS S TO SETDIDAS DE LA INSTALLACION DE LOS TRUSSES LA REsTRiCC18N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4 LASi Refer to i1C5i-B7 Q Diagonal Bracing R1.1)• install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Summary Sheet. to err 15"�r� Repeat Diagonal Bracing trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal -Temporary&Per- ��~ ��� /every 15 buss spaces(3fY) bracing(see below).5)Install web member plane diagonal bracing to stabilize the first five trusses manent Restraint( -/ �t� (see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(see below). Brad for parallel 7)Repeat process on groups of four trusses until all busses are set. chord Trvsses For - 1)Install los ardostres de tiers.2)Instale el primero truss y ate seguramente al arriostre de more Information. tierra.3)install Jos pr6ximos cuatro trusses can restrlcd6n lateral temporal de miembro corto Vea e1 resumen t (vea abajo).4)Instale of ardostre diagonal de la cuerda superior(vea abajo).5)Instale arrlostre =137-Restric_ APPIY Diagonal Brace to diagonal Para Jos pianos de los mlernbros secundarlos para estable los primeros deco trusses d6n rdostre vertical webs at end of (vea aba)o).65 Instale la restrlcddn lateral temporal y arriostre diagonal Para la cuerda Inferior Temporal v cantilever and at beating All Lateral Restraints (vea abajo).7)Replta Este prorsdlmiento en gropes de cuatro trusses haste que todos los trusses permanence de locations. lapped at Just two muses. est D./RsWm dos. Trusses de aterdas -Top chord Temporary Will Restraint sealing still be Qj Refer to Ill Surnal Sheet-Thu Installation&Temporary Restalnt/Brddnafor more IParalela n ddnre is 10'o.C.max for 3x2clron)s and 15'C.C.for 4x2 chards. Informal Vea ormeredd�n.lmen Br Sr-rn.tnsiatarl6nd T ssecyArrtgs Tm�ral para mayor Infornad INSTALLING - INSTALACION �oul_gf,Pdl P,r RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES t�f Tolerances for Out-cf-Plane. ou o) mil" Max, Tm'' EL RESTR4CCI6N/ARRI0STRE EN TODOS PLANOS DE TRUSSES. LJ Talerandas Para Fuera-de-Plano. �D"� �i Bow Length This r train&bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses. Moe eow D/50 D(ft) � Length•--► 7/4' 1' 314' 12.5 Este mtsttido de restricddn y arrlostre es pare todo busses excepto trusses de cuerdas paralelas 3x2/y 44. Max.Bow Lange+ 1rz• r 716' 14.6 1)Top CHORD—CUERDASUPERIOR Max.Bow 1 11. 16 .r Truss Span Top Chord Temporary Lateral Restraint(TCfLR)Spacing 3/4' 3' �----Lan91h—►• n 8' Lon (cud de Tramp Espaciamlenm del ArtiosUe Temporal de la cuerda Superior o ; t• 4' Up to 30' 10'it max. n 1.1/4• S 1.1/4' 20.8' Hasta 30 pies 30 pies f"mo c J Plumb 13re' , LI 30'N 4Y 8'D.C.max nit Tolerances for /bob 1-trz' c Out-of-Plumb. 1•tR' 2@•v 30 a 45 pies 8 pies mdximo t 3Ip T 45,to 60, 6'D.C.max Tolerances para DISC max 1a/4' 2e 2 45 a 60 les 6 ies nid4mo Fuera-de-Plomada. 2'.,'„r''"^' 2' :�:: aaa i' 6a N 80'• 4'o,e.max 60 a BD ies" 4 pies mUrno CONSTRUCTION LOADING—CARGA DE CONSTRUCCION •Consult a Professional Engineer for trusses longer than 60'. &Do not proceed with construction until all lateral restraint and v6riifY nGmE''r�ip,fpry� •Consulte a un Ingenlero para trusses d securely e mas de 60 pies. _ bracing Is serely and property In place. q�,�1..t�X i, i:Il L�I See]l for TCTLIR options. _ / No proceda ton la consbucddn haste que Naas las restric- material Haight L�Vea el BIZ Para las apclones de 7CiLA _ \� dons iaterales y los arriostres estun mlocedos en forma \ aproplada y segura. Board tr Refer to BCSI-83 Sum- marvSheet-Permanent _ Do not exceed maximum stack heights.RefertoBCSt-84 �r"°°daose te- Re_straint/Bradng o►Cherds \ ruction Loading for more Information. Asphanehingles 2bund'ai &Web Members for Gable End Frame restralnt/bradng/ BC L-B4 las m8ximas attunes recomendadas Vea ci restimen Camas Block e relnfc(cement Information. B(5T-84 Coma de conshvtddn pars mayor Infarmatldn. oay1Ce 3.4 was rdon Para Informadl sabre restricel6n/arlostrWrefuerzo 1'7f Repeat diagonal pare arill de hastial vea LI braces far each set of el resumen BrSf-83-Re- 4 trusses. arrcci6r/Arrlostrie Ground bracing not shown for clarity. RepIU los arrisolow Do not overload small groups or single trusses. Perin nente de Lull v diagonales para cada 0 No sobrecargue pequenos gropes o trusses Indlviduales. Mlembros Serundarlos, grupo de 4 trusses. Never stack materials near a peak 2)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS Nuns amontone material cerca del plco. Q j(Place loads over as many trusses as possible. v _,Diagonal ,--�Coloque las cargas sabre tal trusses comp sea poslble. LATERAL RESTRAINT Bretlr'g 1-7(Position loads over load bearing walls. &a RE VERY IMPORTANT DIAGONAL BRACING Web Members Li po Coloque las cargos sabre las Paredes sa mantes. �0�l A ALTERATIONS—ALTERACIONES siotm for ILA RESTRICCION Q Refer N Bar-BS Summary Sheet-T ee Dam ace,1gl Modifications&installation Errors, LATERAL Y EL Vea el regimen SCSI-135 Dal de trusses Modlficaciones en la Obra y Ell de In_stalad6n. ARRIOSTRE Do not cut,after,or drill any structural member of a buss unless DIAGONAL & specifically permitted by the Truss Design Drawing. Bottom Chords SON MUY No torte,albere o perfore ningun miembro estrucblral de Ice IMPORTANTES! Diagonal Braces every 10 Misses,a menos que ate espedficamente permiteo en el dill max.)t0'Qruss spaces(2 del mseno del truss. 1 10'-15'max,Same spadng as Q Trusses that have been overloaded during construction or altered withal the Truss Manufacturel bottom chord Lateral Restrafnt Some chord and web members prior approval may render the Truss Manufacturer's Limited warrantyntdl and void. not shown for clarity. Trusses que se hen sobrecargado durance la construcddn o hen ado alttrados sin tine atdarizad6n 3)BOTTOM CHORD—CUERDA INFERIOR pril del Fabricante de Trusses,pueden reducir o eliminer la garantia del Febricante de Trusses. No7E The Thor Hanrrfactuu asd Muss Designer rely an the pmmnpion that the Ombadc and cans Opener(0 Will are Lateral Restraints-2x4x12'cr preressil wM the apabRy to udcntike the wort Vey have agmed to do on art ghan valea if we conl bdkYe a rneeas greater lapped over two tril65eS. •Nsal In tine asped of the onsl poled,it dmuld seek a ia'from a ampmrt it The nuthaft and pmaid sa outs l h Ws doamentam Intaded to ensue that the avea0 aasfi+montechnques enpbid wxptthetomeSaopam5V6Y Them rammrtrsdaUans for hadrng,Y l:anig,rasua ing ud bradrng Utsxs are based all ere m&-c&m aperimm of leading persal bnahcd Nth true design,aumd loure and ketarham,butmeat,duo to ere rabncrmp—a les Val be presented Bottom ` Dory as a canoe fir use°y a crAMed BAnng Call err mdndac It Is rot intruded that the¢rtmrvnendaWo be Ntaprirda chords ` \ wperkxto the eu"Ddgreer§design speol lm forharminp,ImIamxl,retraining and laftinnew and case ntotpeekdeed use dental tsp,harmtmetfdds for re"ling@radng and gm lding 31 lry for till oats,caauq earls,Hoofs ate a0the bdenndrted y smxwW buill oanpalmts as date nand b/the Cal Mum,wrCA and TPI apadydixigh any respaa®ary for damage Itr \ al from the use,applaoul a rel on the raalume datims and nromation antand°adn. oh. Diagonal Braces every AT I Y m 10 truss spaces(20'max.) TRUSS PLATE INSITiUTE la-1S Some chard and web members 6300 Enterprise Lane•Madison,WI 53719 218 N.tie St,Ste 317•Air-xannera,VA 22314 6ON27"849•vn cEftdusby eom 703/61174010.%ww.tphd ng max, not shown for clarity. w.wAwtlwn 20061115