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06-3801 (CSCS) Truss CalcsTM TRUS JOIST Product commercial Package Reference Documents: The Dunes Retail - PH II La Quinta, CA # 06-017302 1/23/2007 Title By Date Rev. # Sheets Architectural Drawings KKE Architects Inc. 10/23/2006 A001 to A603 Structural Drawings Ken Okamoto & Associates Inc. 10/23/2006 S1 to S6.2 Mechanical Drawings S.Y. Lee Ass., Inc. 10/23/2006 M1.0 to M3.1 Fire Sprinkler Drawings N/A N/A N/A Steel Shop Drawinas N/A N/A N/A If you have questions, please call the following: Your iLevel Trus Joist Commercial Technical Representative: Enrique Lima (972) 417-6845 CITY OF LA QUINTA z �, BUILDING & SAFETY DEP w m rn Or the Project Coordin tor: _ U Q X Ken Druff APPROVED C2 20 909-465-1205 FOR CONSTRUCTION E P•---'�Q qT CIV1� Or our Engineering DeL ►t: � L BY �L FOF Raymond Yip (949) 885-5947�� -3gp 3g p 3 g0✓r pp. 1 to 32 Our engineering responsibility is limited to the design of iLevel Trus Joist Commercial products in accordance with the above referenced documents based on design loads specified by the engineer of IMPORTANT (Please Read and Sign Below) • Approve and return this package as soon as possible — trusses will not be fabricated and delivered until approval is received. • All materials shall be furnished by others unless specifically noted by iLevel Trus Joist Commercial herein. • Truss bearings, bracing, bridging, pre -notched plates, etc., must be properly installed as erection proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. I warrant that this Product Package has been provided to the contractor/installer and responsible design professional and that it has been verified and/or corrected for accuracy of loading information, consistency with building design, quantities and dimensions. - I also agree that erection of the materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit, note corrections and return without Signature) ElApproved, no change Purchaser Date Q Approved, as corrected By Title _\ 111��� FEB 2 � X00 iLevelTm Trus Joist® Commercial Southwest Custom Engineering • 101 Pacifica, 3rd Floor • Irvine, CA • 9261 Ph: (949) 885-5900 • Fx: (949) 885-5959 By v,, TF 11 OPEN -WEB -TRUSS' -INSTALLATION INFORMATION sw ret;! N '0 f.�^:.•..}�, r-y.� �, r _-,� L` -t F-'C.t r'�y�+ 'S t .• t3 '-7 c ' t�;. d aJ r� tY Lys p3 r,ATTENTION:BUILDER fH ..4 {.T.. s_1'• {;rXarH'',^ w{• a .:;4 '1J r.;.4.�iV�, -5 'v..'Yt}J m,.r�.... n . =fr. •3:'RP. S,?;u�R s cL.'1;;4�., y1*:a.�r,.` `.f� T: �r'<r'F,. ri"7E.•� saEnc/osed.ts IMPORTANT Information on how to safe/y�andproperly lnsta/l iLevel' Trus lolst�' Commercta/;open-web trusses .fit', •�z 'L `y'7z ..s ... .3 : r 1. '^-r Axl � Persona �nJuryMor death may result froWibi1ure to read and follow this fnforfnatfon �' , ?: ... x _ • •,aT . �- ..... ..., ;..-rtr. #� ice: air �� . �. 0 JOBSITE HANDLING WRONG ■ Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To avoid damage, they should be left in these bundles until they are ready to be installed in the structure. ■ Miscellaneous hardware such as bearing angles, lag screws, bolts, or nails, as required for each specific job, will be shipped in bags or boxes with the trusses. WARNING ■ Bridging material and precut blocking items, if furnished by iLevel, will Do not hit webs with forklift be bundled and banded. forks. Dent or dented webs must be replaced. J 4i.,'JCe_:.�wl.t x ,17 '-:.,,wl h.�'• WARNING YWoflfers should stay clear when cut#fng the. banding to avoid possible rn�ufy from 19ymg banding or toppling busses JOBSITE STORAGE ■ Always set truss bundles'on stickers placed 4 at the truss pin locations. Never store trusses flat or set trusses directly on the ground or in contact with standing water. ■ Cover truss bundles with paper wrap or canvas tarps to protect them from the weather. Do not use plastic covers, as they will cause moisture to accumulate on the trusses. Prolonged exposure to the elements harms the appearance and strength of the trusses. We at iLevel are committed to working safely and want to rem jr do thesame��� r? + ,n}tom' �, 4 ege you ,Wencoura to follow the recommendatmns of OSHA'(wu gov) regarding+ jai ■ Persona protective egwpment (PPE) for hands,'feethead Fall rotection �`�t Forklift safety •��f'�:4���'s�7�`!; Please adhere to the iLevel product installation details mcludi � mstallation of safety bracing pn unsheathetl floors and roofs �',,i 1!a7..r'.�`0e_ . .... 4,4: tr,_. ,: .0�5 #COM -3100 COMMERCIAL DESIGN GUIDE WRONG i� If You Have Problems ■ Damaged iLevel products ■ Improper fit ■ Field modifications ■ Questions about these drawings Call your iLevel Representative directly, or for general customer service call 1-866-TJWorks(1-866-859-6757) i4 © OPEN -WEB TRUSS IDENTIFICATION Single -Chord Truss I nnrahlo_f`_hnrri Trrree TIL-, TILT"', TAX-, and TJWT" Trusses IN"x XI" T/W' Truss IM" x 4#" 11S'" Truss Double 1 J4"x 2sife" Double -Chord Truss TIfir Truss Double 1 J4"x M" T/Ir" Truss Double 1 J4"x 5Jf" © BRACING Install strut bracing as EACH truss is placed! Starting Bracing at Starting Bracing Without Laterally Braced End Wall or Beam Laterally Braced End Wall or Beam Laterally braced end wall, beam, or ledger Starter strut (2x4 block) Beam, wall, by contractor. Clips supplied by iLevel. See sections or ledger 4c and 5d. support TJS- truss shown (typical-). 4goPI Strut bracing required and Details for other open -web supplied by iLevel. See plan and trusses similar. section 5b for number of rows required. See section 6 for truss alignment. u Starting Bracing at Middle of Bay Sheath and nail per project architect, engineer, or local building code. See section 8 for allowable nailing into truss ghord. ICI el. See plan and section 5b for number of rows required. See section 6 for truss alignment. Sheath and nail per project architect, engineer, or local building code. See section 8 for allowable nailing. u 0 Strut Bracing Row S acing TJS"' 10' o.c. TJL-, TILT'", TJLX'", TJM`", TJH'" 12' o.c. TJW'", TJWT- 14'n r. Strut bracing required and supplied by iLevel. See plan or table above for required row spacing. See section 6 for truss alignment. Strut Bracing Starter strut (20 block) by con- tractor. Clips supplied by iLevel. Roof strut bracing r'1 \ / N' nails supplied by iLevel Floor strut bracing—attach to underside of truss top chord End Wall Detail s, a LIN, i 20 with two 10d (3") nails at each truss by contractor Detail at Odd Spacing f i ■ -TRUS JOIST® commercial TJ Number 06-017302 Project Name IThe Dunes Retail - PH II Location I La Quinta, CA Delivery D1: Building "1" Plant Chino Status Out For Approval Latest Revision : Material List Sal Representative Enrique Lima En ineering Office Irvine Project Coordinator Ken Druff Design Technician Raymond Yip Report Title lCustomer Out For Approval Report Type Open -Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr. Length Pr. Load Fastnrs. Left Fastnrs. Right Footage Notes 39 A TJS 48 125% Parallel 65'-8.00" 67.0 113.7 10-N10 10-N10 2613.0 Nom 1 A2 TJS 48 125% Parallel 58'-2.00" 59.0 98.8 10-N10 10-N10 59.0 3x4 42.500 1 A3 TJS 48 125% Parallel 60'-10.00" 62.0 93.3 10-N10 10-N10 62.0 5 1 A4 TJS 48 125% 1 Parallel 63'-6.00" 64.0 93.3 10-N10 10-N10 64.0 --4 3 1 A5 TJS 48 125% Parallel 64'-5.00" 65.0 87.7 10-NlO 10-N10 65.0 1 A6 TJS 48 125% Parallel 62'-5.00" 63.0 88.2 10-N10 10-N10 63.0 1 A7 TJS 48 125% Parallel 60'-5.00" 61.0 88.8 10-N10 10-N10 61.0 1 A8 TJS 48 125% Parallel 58'-5.00" 59.0 89.5 10-N10 10-N10 59.0 2 AD TJS 48 125% Parallel 65'-8.00" 67.0 113.7 10-N10 10-N10 134.0 48 ' '1 TJS ....... .... ........ ...... .... .... ... Total 1 3180.0 Open -Web Products Blocking Strut Bracing Quantity Type Style O.C. Spacing Series Notes 56 Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 18 3x4 18.500 Nom TJS - All Clips 24 Bearing Clip 80 3x4 26.500 Nom TJS - All Clips 32 Bearing Clip 2 3x4 42.500 Nom TJS :All Clips 48 Bearing Clip 1 4 4x4 32.000' Nom TJS - All Clips 32 Bearing Clip 2 5 4x4 1 24.000 Nom ITJS - All Clips 24 Bearing Clip 2 4 4x4 48.000 Nom TJS - All Clips 48 Bearing Clip --4 3 5 4x4 36.000 Nom TJS - All Clips 24 Bearing Clip 3 Note 1 To be used where Hatch is located. Note 2 To be used at bearing block @ skewed wall, see F/4 for more information. Note 3 To be used at bearing block, see F/4 for more information. Open -Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 500 214 165_0_fb Open -Web Products Strut Bracing Quantity Type Style O.C. Spacing Series Notes 56 W5 24 TJS 320 W5 32 TJS TeamBuilder v1.42 06-017302 Material List.xls D1: 06-017302 The Dunes Retail - PH II 1 of 2 Out For Approval 1/23/2007,1:38 PM Z Open -Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Notes 56 1 1 B2 1 64.500 Wind Uplift 30"+ 1 NO EXCEPTION TAKEN OMAKE NOTED CORRECTIONS ❑ REJECTED 0 SEE COMIMENTS 0 REVISE AND RESUBMF Reviewing is only for conformance with the design concepVc the project and general compliance with the information give, in the contract documents Any action shown is subject to th requirements of the plans and specifications. Contractor is re sponsible for dimensions which shall be confirmed and'corrt lated at the job site: fabrication processes and technNues•t construction: coordination of his work with that of•all-othe trades: and the satisfactory performance of his work. KEN OKAMOTO & ASSOCIATES STPUt R L ENUNEERS DATE lBY _4e TeamBuilder v1.42 D1: 06-017302 The Dunes Retail - PH II 06-017302 Material List.xls -'' ' _ "- ' Out For Approval 2 of 2 112312007,11:38 PM Connectors Hardware Quantity Type Description Notes 3 Ib N8 8dx1.5 Nails 29 Ib N10 10dx1.5 Nails 32 Framing Anchors 9 TJS Skewed Wall Bearing LSL Spacer 1 Note 1 To be used as filler between truss & bearing block, see F/4 for more information. 1 NO EXCEPTION TAKEN OMAKE NOTED CORRECTIONS ❑ REJECTED 0 SEE COMIMENTS 0 REVISE AND RESUBMF Reviewing is only for conformance with the design concepVc the project and general compliance with the information give, in the contract documents Any action shown is subject to th requirements of the plans and specifications. Contractor is re sponsible for dimensions which shall be confirmed and'corrt lated at the job site: fabrication processes and technNues•t construction: coordination of his work with that of•all-othe trades: and the satisfactory performance of his work. KEN OKAMOTO & ASSOCIATES STPUt R L ENUNEERS DATE lBY _4e TeamBuilder v1.42 D1: 06-017302 The Dunes Retail - PH II 06-017302 Material List.xls -'' ' _ "- ' Out For Approval 2 of 2 112312007,11:38 PM Connectors Quantity Type Description Notes 18 1 H2.5 Hurricane Tie 1 Note 1 I To be used @ bearing block, see F/4 for more information. 1 NO EXCEPTION TAKEN OMAKE NOTED CORRECTIONS ❑ REJECTED 0 SEE COMIMENTS 0 REVISE AND RESUBMF Reviewing is only for conformance with the design concepVc the project and general compliance with the information give, in the contract documents Any action shown is subject to th requirements of the plans and specifications. Contractor is re sponsible for dimensions which shall be confirmed and'corrt lated at the job site: fabrication processes and technNues•t construction: coordination of his work with that of•all-othe trades: and the satisfactory performance of his work. KEN OKAMOTO & ASSOCIATES STPUt R L ENUNEERS DATE lBY _4e TeamBuilder v1.42 D1: 06-017302 The Dunes Retail - PH II 06-017302 Material List.xls -'' ' _ "- ' Out For Approval 2 of 2 112312007,11:38 PM ■ -TRUS JOIST® commercial TJ Number 06-017302 Project Name IThe Dunes Retail - PH II Location I La Quinta, CA Delivery D2: Building "2" Plant Chino Status Out For Approval Latest Revislon : Material List SV Representative Enrique Lima -.� ` ,: i En fneering Office Irvine l -r" Project Coordinator Ken Druff Design Technician Raymond Yip Report Title lCustomer Out For Approval Report Type Open -Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr. Length Pr. Load Fastnm Len FastRign Footage Notes 24 B TJS 48 125% Parallel 59'-1.00" 60.0 109.6 10-N10 10-N10 1440.0 TJS - All Clips 1 B2 TJS 48 125% Parallel 52'-2.50" 53.0 93.3 10-N10 10-N10 53.0 4x4 42.500 Nom 1 B3 TJS 48 125% Parallel 54'-10.50" 56.0 93.3 10-N10 10-N10 56.0 2 1 B4 TJS. 48 125% Parallel 57'-6.50" 59.0 93.3 10-NiO 10-N10 59.0 Note 2 2 BD TJS 48 125% Parallel 59'-1.00" 60.0 109.6 10-NlO 10-N10 120.0 29 TJS """' "" """" """ "" "" "" Total 1728.0 Open -Web Products Blocking Strut Bracing Quantity Type Style O.C. Spacing Series Notes 120 W5 32 TJS Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 16 3x4 18.500 Nom TJS - All Clips 24 Bearing Clip 42 3x4 26.500 Nom TJS - All Clips 32 Bearing Clip 4 4x4 42.500 Nom TJS - All Clips 48 Bearing Clip 1 4 4x4 42.500 Nom TJS - All Clips 48 Bearing Clip 2 2 3x4 42.500 Nom TJS - All Clips 48 Bearing Clip 3 Note 1 To be used at bearing block@ skewed wall, see F/4 for more information. Note 2 To used at bearing block, see F/4 for more information. Note 3 To be used where Hatch is located. Open -Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 300 214 1650fb Open -Web Products Hardware Strut Bracing Quantity Type Style O.C. Spacing Series Notes 120 W5 32 TJS 42 W5 24 TJS )pen -Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Notes 32 1 1 B2 1 64.500 1 1 Wind Uplift 30"+ TeamBuilder v1.42 D2: 06-017302 The Dunes Retail - PH II 1 of 2 __ 06 -017302 -Material Listxls Out For Approval -- - 1/23/2007,2:21 PM if Hardware Quantity Type Description Notes 2 Ib I N8 8dxl.5 Nails 15 Ib I I N10 10dx1.5 Nails TeamBuilder v1.42 D2: 06-017302 The Dunes Retail - PH II 1 of 2 __ 06 -017302 -Material Listxls Out For Approval -- - 1/23/2007,2:21 PM if 24 Framinq Anchors Quantity Type Description Notes 4 TJS Skewed Wall Bearing LSL Spacer 1 Note 1 To be used as filler between truss & bearing block, see F/4 for more information. TeamBuilder v1.42 Connectors Quantity Type Description Notes 8 1 H2.5 Hurricane Tie 1 Note 1 I To be used @ bearing block, see F/4 for more information. TeamBuilder v1.42 D2: 06-017302 The Dunes Retail - PH II 2 of 2 06-017302 Material-List.xls ` -- - - --- — - Out For Approval "' -- _.. ._.._._.._ -1/23/2007,2:21 PM ■ TRUS JOIST® - commercial TJ Number 06-017302 Project Name The Dunes Retail - PH II Location 11-a Quinta, CA Delivery 133: Building "3" Plant lChino Status Out For Approval Latest RevPslon : Material List Sol' ol Representative Enrique Lima Engineering Off ce Irvine (I \\��• "Project Coordinator Ken Druff Design Technician Raymond Yip ii Report Title Out For Approval Report Type Customer Open -Web Products Trusses Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 24 3x4 Quantity Type Series Depth(s) Appl. Profile Clear Span Pr. Length Pr. Load Fastnrs. Left Fastnrs. Right Footage Notes 65 C TJS 48 125% Parallel 59'-1.00" 60.0 100.0 10-N10 10-N10 3900.0 32 2 CD TJS 48 125% Parallel 59'-1.00" 60.0 100.0 10-N10 10-1,110 120.0 67 ' ' TJS ....... .... ........ ...... .... .... .... Total 4020.0 Open -Web Products Blocking Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 24 3x4 18.500 No, TJS - All Clips 1 24 lBearing Clip 110 3x4 26.500 Nom TJS - All Clips 1 32 1 Bearing Clip open -Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 700 2x4 1650fb Open -Web Products Strut Bracing Quantity Type Style O.C. Spacing Series Notes 66 W5 24 TJS 324 W5 32 TJS open -Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Notes 80 62 64.500 lWind Uplift 30"+ TeamBuilder v1.42 D3: 06-017302 The Dunes Retail - PH it 1 of 1 06-017302 Material List.xls Out For Approval 1/23/2007, 11:00 AM 49 Hardware Plywood Edge Blocking Type Description Notes Quantity Type Size Length 2 -Clips Grade Spacing Notes 30 1.5x3.5 24 One End TS 24 150 1.5x3.5 20.4375 Both Ends TS 24 30 1.5x3.5 32 One End TS 32 135 1.5x3.5 28.4375 Both Ends TS 32 TeamBuilder v1.42 D3: 06-017302 The Dunes Retail - PH it 1 of 1 06-017302 Material List.xls Out For Approval 1/23/2007, 11:00 AM 49 Hardware Quantity Type Description Notes 1 Ib N8 8dx1.5 Nails 36 Ib N10 10dx1.5 Nails 60 TJ -Z26 Z -Clips 1.5" Loose 24 -_Framing Anchors TeamBuilder v1.42 D3: 06-017302 The Dunes Retail - PH it 1 of 1 06-017302 Material List.xls Out For Approval 1/23/2007, 11:00 AM 49 A DO NOT. SCALE THIS' DRAWING NOTE - ALL MECH'L DUCTS OR OPENINGS ARE TO FIT BETWEEN THE SPECIFIED SPACING OF ROOF TRUSS UNLE55 NOTED OTHERWISE. 123'-7' 7 ROOF , DESIGN LOADS 125% LIVE 20 PSF DEAD IS PSF TOTAL 35 P5F UPLIFT 1 5 PSF 0 133% S IAKI LATUUI P *L" UA( - ALL ITEMS 'CLOUDED' MUST BE MARKED AS OK OR CORRECT INFORMATION PROVIDED. Pclwm•xe Rus.. SIbM1 FlouryTYnbv9Wtls, rs•, atl ROOF FRAMING �\ BUILDING "I" PER EOR u w i 'X' NO EXCEP-HON TAKEN O MAKE CORRECTIONS C1 REJECTED NOTED �p SEE COMMENTS ❑ REVISE AND RESUB1A11 I Reviewing is only for contormance with the design concept o the project and general compliance with the information glvel in the contract documents Any action shown is subject to thl requirements of the plans and specifications. Contractor is re sponsible for dimensions which shall be confirmed and corre dated at the job site: fabrication processes and techniques c construction; coordination of his work with that of all oche trades; and the satisfactory performance of his work. T14I5 TRUS J015T ENGINEERED LAYOUT DRAWING (E.L.D.) KEN OKAMOTO & ASSOCIATES WAS PROVIDED TO SUPPLEMENT A/E DOCUMENTS STEILICTURAL E IGI SEERS SEE A/E CONTRACT DOCUMENTS FOR INFORMATION NOT DATE By SHOWN HERE. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING GENERAL NOTES I LEGEND OPEN WEB NOTES -2 TARTER STRUT BY OTHERS, REQUIRED AT THE END OF EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE DETAIL 5-A t 5-D ON OPENWEB INSTALLATION SHEET, - CONTINUOUS ROW OF METAL STRUT BRACING'BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRU55 INSTALLATION. SEE DETAIL 5-D ON OPEN -WEB INSTALLATION SHEET FOR BRACING REQUIREMENTS AT ODD TRU55 SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB INSTALLATION SHEET FOR DETAILS AND INSTRUCTIONS. CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER BY OTHERS. SEE DETAIL 5-E ON OPEN -WEB INSTALLATION SHEET. x DENOTES INTERMITTENT ROW OF TYPE 'B2' METAL X -BRACING BY TJ. FOR LENGTH AND LOCATION SEE PLAN. FOR ADDITIONAL INFORMATION, SEE DETAIL E/4 AND MATERIAL LIST. NO MORE THAN 10 TRU55ES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. T1415 NUMBER 15 NOT TO BE EXCEEDED DUE TO THE LATERAL FORCE BEING BUILT UP AT EACH STRUT BRACE ROW. - FOR LATERAL SUPPORT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL 5/4. - FOR TRU55 BEARING CLIP PROPERTIES t INFORMATION, SEE DETAIL C/4. - 'WHERE MECH. UNIT OCCURS, PLACE PER DETAIL D/4. - FOR ALL LOADS SUSPENDED FROM THE BOTTOM CHORD, SEE DETAIL A/4. ALL LOADS MUST BE IN ACCORDANCE WITH DESIGN CALCULATIONS. 12111111 O- DENOTES LOCATION t INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMENTS. MECHANICAL INFORMATION MECH WEIGHT u OF UNIT (MAX) TRUSSES 1 12000 OVER 2 2 16000 OVER (2) PLAN NOTES ODENOTES FIELD LOCATE UNDER TOWER/PARAPET WALL. ODENOTES FRAMING BY OTHERS. ODENOTES PLANT-A55EMBLED DOUBLE TRUSS WITH LOAD TRANSFER BLOCKS AT EVERY BOTTOM PIN BY TJ. ODENOTES FIELD LOCATE TRUSS TO ACCOMODATE HATCH. 1 r NOTE+ SPRINKLER PLANS WERE NOT AVAILABLE AT THE TIME OF BIDDING. ADDITIONAL MATERIAL MAY BE REQUIRED IF SPRINKLER LINES ARE 3' 0 OR IF MULTIPLE PIPES RUN TOGETHER. LINES SMALLER THAN 3' 0 ARE ASSUMED TO BE INCLUDED IN THE DEAD LOAD. l +' 3 I ° TRUS JOIST' BY DATE REMARKS Commercial I The Dunes Retail - PN II - BLDG. I La Quinto, CA 7 _,._DATE_.-_ CHECKED DATE ORDER >t SHEET RY I 0I-19-07. I DW 1 OI-22-07Oio-017302 I OF 5 DO NOT SCALE T14I5 DRAWING E ITEMS 'CLOUDED' MUST BE MARKED ASOR CORRECT INFORMATION PROVIDED. e, Pombne, Pv(o..vra Purse. V Sl� Fbare, �e, T.11e, od TPI* oc rryisterd Vebrnl:a N ROOF FRAMING �\ BUILDING 112" ROOF DESIGN LOADS 125%. LIVE 20 PSF DEAD 15 PSF TOTAL 35 PSF NET WIND UPLIFT 5 P5F @ 1335 PER EOR ti 1 rxctPTION TAKEN Q MAKE CORRECTIONS ECTED NOTED COMMENTS El REVISE AND RESUBMIT lewing Is only for conformance with the design concent of Project and general compliance with the information given le contract documents Any acti P on shown is subject tr, the requirements of the plans and specifications. Contractor it; r- d laced at for dimensions which shall be confirmed and corse - 2 -°e laced at the job site: fabrication processes and techniq;,es cf; START LAYOUT @ 24' O.C. construction; coordination of his work with that of all other) trades; and the satisfactory performance of his work. I KEN OKAMOTO & ASSOCIATES STRUCTURAL ENGINEERS DATE THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING V GENERAL NOTES t LEGEND OPEN WEB NATES - 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE END OF EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE DETAIL 5-A 4 5-D ON OPENWEB INSTALLATION SHEET. - CONTINUOUS ROW OF METAL STRUT BRACING BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRU55 INSTALLATION. SEE DETAIL 5-D ON OPEN -WEB INSTALLATION SHEET FOR BRACING REQUIREMENTS AT ODD TRU55 SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB INSTALLATION SHEET FOR DETAILS AND INSTRUCTIONS. - CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER BY OTHERS. SEE DETAIL 5-E ON OPEN -WEB INSTALLATION SHEET. X - DENOTES INTERMITTENT ROW OF TYPE '52' METAL X -BRACING BY TJ. FOR LENGTH AND LOCATION SEE PLAN. FOR ADDITIONAL INFORMATION, SEE DETAIL E/4 AND MATERIAL LIST. - NO MORE THAN 10 TRU55ES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. THI5 NUMBER 15 NOT TO BE EXCEEDED DUE TO THE LATERAL FORCE BEING BUILT UP AT EACH STRUT BRACE ROW. - FOR LATERAL SUPPORT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL B/4. -'FOR TRU55 BEARING CLIP PROPERTIES 4 INFORMATION, SEE DETAIL C/4. - WHERE MECH. UNIT OCCURS, PLACE PER DETAIL D/4. - FOR ALL LOADS SUSPENDED FROM THE BOTTOM CHORD, SEE DETAIL A/4. ALL LOADS MUST BE IN ACCORDANCE WITH DESIGN CALCULATIONS. O - DENOTES LOCATION 4 INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMENTS. MECHANICAL INFORMATION MECH WEIGHT u OF UNIT (MAX) TRU55E5 I 1200tt OVER (3) PLAN NOTES ODENOTES FIELD LOCATE UNDER TOWERIPARAPET WALL. ODENOTES FRAMING BY OTHERS. ODENOTES PLANT -ASSEMBLED DOUBLE TRUSS WITH LOAD TRANSFER BLOCKS AT EVERY BOTTOM PIN BY TJ. Oq DENOTES FIELD LOCATE TRUSS TO ACCOMODATE HATCH. NOTE: SPRINKLER PLANS WERE NOT AVAILABLE AT THE TIME OF BIDDING. ADDITIONAL MATERIAL MAY BE REQUIRED IF SPRINKLER LINES ARE 3' m OR IF MULTIPLE PIPES RUN TOGETHER. LINES SMALLER THAN 3' 0 ARE ASSUMED TO BE INCLUDED IN THE DEAD LOAD. THIS TRUS J015T ENGINEERED LAYOUT DRAWING (E.L.D.) WAS PROVIDED TO SUPPLEMENT A/E DOCUMENTS SEE A/E CONTRACT DOCUMENTS FOR INFORMATION NOT SHOWN HERE. TRUS JOIST® Commercial BY DATE REMARKS The Dunes Retail - PN II - Bldg. 2 La Quints, CA DRAWN _ . _ DATE __,____ .CHECKED DATE _ ORDER tt .. SHKIET RY. 12-Oq-07 DW 12-13-07 Oio-017302 2 of 5 NOTE - ALL MECHANICAL DUCTS OR OPENINGS ARE TO FIT BETWEEN THE SPECIFIED SPACING OF ROOF JOIST UNLE55 NOTED OTHERWISE. rxctPTION TAKEN Q MAKE CORRECTIONS ECTED NOTED COMMENTS El REVISE AND RESUBMIT lewing Is only for conformance with the design concent of Project and general compliance with the information given le contract documents Any acti P on shown is subject tr, the requirements of the plans and specifications. Contractor it; r- d laced at for dimensions which shall be confirmed and corse - 2 -°e laced at the job site: fabrication processes and techniq;,es cf; START LAYOUT @ 24' O.C. construction; coordination of his work with that of all other) trades; and the satisfactory performance of his work. I KEN OKAMOTO & ASSOCIATES STRUCTURAL ENGINEERS DATE THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING V GENERAL NOTES t LEGEND OPEN WEB NATES - 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE END OF EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE DETAIL 5-A 4 5-D ON OPENWEB INSTALLATION SHEET. - CONTINUOUS ROW OF METAL STRUT BRACING BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRU55 INSTALLATION. SEE DETAIL 5-D ON OPEN -WEB INSTALLATION SHEET FOR BRACING REQUIREMENTS AT ODD TRU55 SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB INSTALLATION SHEET FOR DETAILS AND INSTRUCTIONS. - CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER BY OTHERS. SEE DETAIL 5-E ON OPEN -WEB INSTALLATION SHEET. X - DENOTES INTERMITTENT ROW OF TYPE '52' METAL X -BRACING BY TJ. FOR LENGTH AND LOCATION SEE PLAN. FOR ADDITIONAL INFORMATION, SEE DETAIL E/4 AND MATERIAL LIST. - NO MORE THAN 10 TRU55ES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. THI5 NUMBER 15 NOT TO BE EXCEEDED DUE TO THE LATERAL FORCE BEING BUILT UP AT EACH STRUT BRACE ROW. - FOR LATERAL SUPPORT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL B/4. -'FOR TRU55 BEARING CLIP PROPERTIES 4 INFORMATION, SEE DETAIL C/4. - WHERE MECH. UNIT OCCURS, PLACE PER DETAIL D/4. - FOR ALL LOADS SUSPENDED FROM THE BOTTOM CHORD, SEE DETAIL A/4. ALL LOADS MUST BE IN ACCORDANCE WITH DESIGN CALCULATIONS. O - DENOTES LOCATION 4 INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMENTS. MECHANICAL INFORMATION MECH WEIGHT u OF UNIT (MAX) TRU55E5 I 1200tt OVER (3) PLAN NOTES ODENOTES FIELD LOCATE UNDER TOWERIPARAPET WALL. ODENOTES FRAMING BY OTHERS. ODENOTES PLANT -ASSEMBLED DOUBLE TRUSS WITH LOAD TRANSFER BLOCKS AT EVERY BOTTOM PIN BY TJ. Oq DENOTES FIELD LOCATE TRUSS TO ACCOMODATE HATCH. NOTE: SPRINKLER PLANS WERE NOT AVAILABLE AT THE TIME OF BIDDING. ADDITIONAL MATERIAL MAY BE REQUIRED IF SPRINKLER LINES ARE 3' m OR IF MULTIPLE PIPES RUN TOGETHER. LINES SMALLER THAN 3' 0 ARE ASSUMED TO BE INCLUDED IN THE DEAD LOAD. THIS TRUS J015T ENGINEERED LAYOUT DRAWING (E.L.D.) WAS PROVIDED TO SUPPLEMENT A/E DOCUMENTS SEE A/E CONTRACT DOCUMENTS FOR INFORMATION NOT SHOWN HERE. TRUS JOIST® Commercial BY DATE REMARKS The Dunes Retail - PN II - Bldg. 2 La Quints, CA DRAWN _ . _ DATE __,____ .CHECKED DATE _ ORDER tt .. SHKIET RY. 12-Oq-07 DW 12-13-07 Oio-017302 2 of 5 `A DO NOT SCALE THIS DRAWING ROOF DESIGN LOADS 125% LIVE 20 PSF DEAD 15 P5F TOTAL 35 P5F NET WIND UPLIFT 5PSF @ 133% PER EOR I vi RED END OF TRU55 CHORD / ❑ SEE COMMENTS ❑ REVISE AND RF,SuEW IT I THIS TRUS JOIST ENGINEERED LAYOUT DRAWING (E.L.D.) vi ' Q LL HERE Reviewing is only for conformance with the design concept oI ' SEE A/E SHOWN H RETRACT DOCUMENTS FOR INFORMATION NOT the project and general compliance with the information given ' F.O.5. in the contract documents Any action shown is suhi,ic:::: tiie requirements of the plans and specifications. Contra,tor is re- sponsible for dimensions which shall be confirmed and cx rwl 6660' 0660' 6660' 8660' 0{.60• 6660' 0{.60• • 0600•Ae construction; coordination of his work with that of ali o .,TRUS JOIST" • trades; and the satisfactory performance of his work. // // <//// /)jam // // �E // // �� // // -�E // // y,� // // �� // // KEN OKAPWOTO A ASSOCIATES STRUCT�gAL Et.�Gf• EhS DAI Z_J - y PSL ------ ------ ®------------ ---------------------------- --------- 8660' 8660• ® 0660' 6660' ® ® ® 8{.60• 8660' --------- ------ ------------- ----------------------------- C 65 REQ. --------- ------ ----------------------� .® ---------------- 1 ! a 6660• ------ --- 8600• ------------- I --- 0{.60• ----�— 1 ------------- -- 8600• ---- 0600• ---- 6{.60• ----'�---- 1 ___—_-8660• — // 10 --------- 8160• ------ ® ------------- F ® ------- ® -------------------- ® ® F 0660• 8660• --><// // /><— // // // // // >< // // // // ><rr 3 ford LLI F.O.S. 2 2 O N LL K d START LAYOUT @ 32' O.C.F- W N 2'-s° d d - ALL ITEMS 'CLOUDED' MUST BE MARKED AS OK OR CORRECT INFORMATION PROVIDED. nbns, varmroce P1uss Silent Fbme T`nEvJIs, otl TJ . oa rcgistced Inodanvka oW ... TJLJ(•, T.N^, TJS•, TJII• ad ILeMeI �rva Jxet Comccld� oa 1rolvinAa of Wryeimraer, Fe Ww, ROOF FRAMING BUILDING 11311 o� NOTE, ALL MECH'L DUCTS OR OPENINGS ARE TO FIT BETWEEN THE SPECIFIED SPACINGOF ROOF TRUSS UNLESS NOTED OTHRWISE. 2'-0' START LAYOUT @ 24O.G. GENERAL NOTES t LEGEND ' OPEN WEB NOTES - ". 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE END OF EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. SEE DETAIL 5-A 6 5-D ON OPENWEB INSTALLATION SHEET. - CONTINUOUS ROW OF METAL STRUT BRACING BY TJ. STRUT BRACING 15 REQUIRED FOR LATERAL SUPPORT DURING TRU55 INSTALLATION. SEE DETAIL 5-D ON OPEN -WEB INSTALLATION SHEET FOR BRACING REQUIREMENTS AT ODD TRU55 SPACES. SEE SECTIONS 4 AND 5 ON OPEN -WEB INSTALLATION SHEET FOR DETAILS AND INSTRUCTIONS. - CONTINUOUS ROW OF MIN. 2x4 FLAT BOTTOM CHORD NAILER BY OTHERS. SEE DETAIL 5-E ON OPEN -WEB INSTALLATION SHEET. - DENOTES INTERMITTENT ROW OF TYPE '132' METAL X -BRACING BY TJ. FOR LENGTH AND LOCATION SEE PLAN. FOR ADDITIONAL INFORMATION, SEE DETAIL E/4 AND MATERIAL LIST. - NO MORE THAN IO TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING 15 REQUIRED. THIS NUMBER 15 NOT TO BE EXCEEDED DUE TO THE LATERAL FORCE BEING BUILT UP AT EACH STRUT BRACE ROW. - FOR• LATERAL SUPPORT OF NON -LOAD BEARING PARTITIONS UNDER OPEN -WEB TRUSSES, SEE DETAIL 5/4. - FOR TRUSS BEARING CLIP PROPERTIES 6 INFORMATION, SEE - DETAIL C/4. - WHERE MECH. UNIT,OCCURS, PLACE PER DETAIL D/4. - FOR ALL LOADS SUSPENDED FROM THE BOTTOM CHORD, SEE DETAIL A/4. ALL LOADS MUST BE IN ACCORDANCE WITH DE51GN CALCULATIONS. R DENOTES LOCATION 4 INFORMATION OF MECH UNITS IN REF. WITH CONSTRUCTION DOCUMENTS. MECHANICAL INFORMATION MECH I WEIGHT u OF UNIT (MAX) TRUSSES 1 1200Y OVER (2) ' PLAN NOTES ODENOTES FIELD LOCATE UNDER TOWER/PARAPET WALL. ODENOTES FRAMING BY OTHERS. ODENOTES PLANT -ASSEMBLED DOUBLE TRUSS WITH LOAD TRANSFER BLOCKS AT EVERY BOTTOM PIN BY TJ. NOTES SPRINKLER PLANS WERE NOT AVAILABLE AT THE TIME OF BIDDING. ADDITIONAL MATERIAL MAY BE REQUIRED IF SPRINKLER LINES ARE 3' m OR IF MULTIPLE PIPES RUN TOGETHER. LINES SMALLER THAN 3' m ARE ASSUMED TO BE INCLUDED IN THE DEAD LOAD. ONO EXCEPTION TAKEN, 0 MAKE CORRECT JON_; SHEET ❑ REJECTED NOTED ❑ SEE COMMENTS ❑ REVISE AND RF,SuEW IT I THIS TRUS JOIST ENGINEERED LAYOUT DRAWING (E.L.D.) ' WAS PROVIDED TO SUPPLEMENT A/E DOCUMENTS Reviewing is only for conformance with the design concept oI ' SEE A/E SHOWN H RETRACT DOCUMENTS FOR INFORMATION NOT the project and general compliance with the information given in the contract documents Any action shown is suhi,ic:::: tiie requirements of the plans and specifications. Contra,tor is re- sponsible for dimensions which shall be confirmed and cx rwl lated at the job site: fabrication processes and techniq:te I ■ construction; coordination of his work with that of ali o .,TRUS JOIST" trades; and the satisfactory performance of his work. � commercial BY DATE REMARKS KEN OKAPWOTO A ASSOCIATES STRUCT�gAL Et.�Gf• EhS DAI Z_J - y PSL he Dunes Retail - PN 11 - Bldg. 3 9• Quinta, CA ------ RAWN, I DATE CHECKED_.. DATE . .ORDER. 12-13-0.7.Oo-017tt3_02RY 12-09-07 DW 3 of 5 THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING • u r _ DO NOT SCALE THIS DRAWING SUPPORT MEMBER BY OTHERS ' - (2) A NAILS IOdxIJV NAILS BY TJ. EGNANICA EACH END (5) NAIL5 EACH SIDE. - - ' UNIT TRUSS CLIP BY OTHER5 OF • DISTANCE 'X' ♦ " (2) 2x ON EDGE BY OTHERS _ NON -LOAD BEARING 2x4 BLOCKS (OR - ' 5%"t n - - - - - / / PANEL (ENG H ♦' (SPANNING A MIN. OF 2 PANEL PARTITION WALL MULTIPLE BLOCKS) k ♦ ♦ PI TO IN POINTS). INSTALL ONE BOLT ABOVE TO BRACE - . LOAD EACH BOTTOM CHORD PIN TO HOLD DISTANCE 'X' 2x's IN PLACE. - (GAP BETWEEN n II ' . (MAXIMUM LOAD AND LOCATION WALL t TRUSS) DISTANCE X - NOTE, MAX. LOAD PER TRUSS PANEL. SHALL BE IN ACCORDANCE WITH UNDER ROOF UNDER FLOOR OTHERWISESE, WEIGHT OF MECHANICAL UNIT TO APPROVED TRU55 CALCULATIONS) SPAN °X° SPAN 'X' BEAR DIRECTLY OVER PINS IN TOP CHORD. 0'-20' 1 ' 0'-20' -° LOCATE SUPPORT MEMBERS PERPENDICULAR 20'-40' 2 ' 20'-40' I ' TO TRUSS SPAN. 40'-60' 1 4° 1 40'-60' 2' - SUPPORT DETAIL FOR LOADS ® RECOMMENDED ATTACHMENT FOR ® TJS °SII CLIP � ® �. SUPPORT.DETAIL FOR ROOF TOP CHORD •BEARING MOUNTED 'EQUIPMENT SUPPORTED FROM BOTTOM CHORD NON -LOAD BEARING PARTITION - (6) IOdxl%t° - - NAILS BY TJ. . METAL CRO55 BRACING F.O. PLATE t H2.5 CLIP BY.TJ LE TJ (SEE PLAN FOR BEARING CLIP + ••k - LENGTHS t LOCATIONS) @ TRUSS C � SEE BEARING CLIP, ` _ - NOTE: BRACING MAY NOT DETAIL C/4', PHYSICALLY CRO55 IN SOME THIS SHEET r - SPACING CONDITIONS. W� L5L FILLER 2' MIN: BY T TRU55 - ' SPACING ` 2x4 NAILER BY TJ ATTACH kOTHERS IP 1 TO TRUSS BOTTOM CHORD it WITH (2) IOdx3° NAILS MIN. - 4 BEARING BLOCK TJ rn_NTR4CTOR NOTE r SKEWED WALL 15 BA, LOWER DUE TO j . SPLICE NAILER TOGETHER WITH (3) I0dx3" 4x4 t 3x4 (ON EDGE) BEARING BLOCK. , NAILS EACH SIDE THROUGH 2x4.24' BLOCK BLOCKING BY TJ - (12' ON EITHER SIDE OF SPLICE) (NOT SHOWN) TJS THG ANCHOR BY CROSS BRACING (TRUSS TO NAILER) MkfWbn•, PaMbn•� Peiorrv.° PI°°• SIb1t FI°m•, TYnbrSwN•, TJI•, z T. Q< roplslced VaJvr,�b oN TSS, TJLM�, TJ.. T.M .TAS. T.DI_ ad _1 Tro J.°t Canrwebl� Q° Irndvw k° M Wevw�ae°nc. Fdcd ww. MA gN0 E1,CPP' I ION TAKEN u MAKE CORHEC REJECTED NOTED ❑ SEE COMMENTS ❑ REVISE AND RESU8'A!'J Reviewing is only for conformance with the design concent •.^.f the project and general compliance with the information given in the contract documents Any action shown is subjec! to the requirements of the plans and specifications. Contractor is re- sponsible for dimensions which shall be confirmed and corre- lated at the job site: fabrication processes and techniques of construction; coordination of his work with that of all other t trades; and the satisfactory performance of his work. TRUS JOIST" KENOK/4[yp0T0 &ASSOCIATES � � commercial STRUCTURAL ENGINEERS BY DATE REMARKS GATE f._y���Y THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING The Dunes Retail - PH II La Quints, CA DRAWN DATE CHECKED DATE - -ORDER-u - --SHEET'- LL RY 1 0I-19-07 1 DW I Oi-22-07 0(o-017302 A OF 5 c 2x BLK6.- 4x SLK& w/ - 'A35' EA END 31W COX PLYHD BACKING n/ TP4' ® 161 O.G. 2x Y04ME OCCURS 1— TOP CHORD OF TRIX— �ii��ii�i�i��i�iiG7� JEl�8 OD Blasco �Gllt m■�111 dill! ���� ►� iJill= ? ADD DBL 5TUD5—� UNDER EACH TRUSS.. 2x CONT. CHORD TIES . Ibd / STUD a 2x14 CONT. CHORD TIES SIMP'.�ON STRAP ADDL. 3x STUD UNDER (31 Ibd / SHEAR MK CWh¢RE (W STRAPS OCCUR C+p� SPLICE SEE Ibd ® � TO ADI STUD A 1 V ZXg C�NTlN�`i CtbRfl TEs �-o: Lac�1tE T�55 wE� . eDf- FL -1- cdNwtE�T TRUS JOIST ASSUMES CHORD TIES PER DETAIL B/S5, A/SG.2 AND B/S6.2 WILL NOT INTERFERE WITH THE WEBS AND ARE INSTALLED AFTER THE TRUSSES ARE INSTALLED AND THAT THE TRUSSES WILL NOT 'BE BEARING ON THE CHORD TIES . The Dunes Retail- "PH I La Qu inta/ CA LM'TRUS,J OIST® �cornmercial ' I DRAWN ;.DATE CHECKED DATE ORDER NUP113ER SHEET RY 12-09-07 DW 12-13707 0ho-017302 5 OF 5 i 8d ®b' EN. 6 ®12" F.N. PROVIDE 5RAZZ \ PER 14 \ \ MERE PARAPET WJ6HT \ EXCEEDS 6'-0' 1 2x BLKG. ' I TP4' ® 161 O.G. 2x Y04ME OCCURS 1— TOP CHORD OF TRIX— �ii��ii�i�i��i�iiG7� JEl�8 OD Blasco �Gllt m■�111 dill! ���� ►� iJill= ? ADD DBL 5TUD5—� UNDER EACH TRUSS.. 2x CONT. CHORD TIES . Ibd / STUD a 2x14 CONT. CHORD TIES SIMP'.�ON STRAP ADDL. 3x STUD UNDER (31 Ibd / SHEAR MK CWh¢RE (W STRAPS OCCUR C+p� SPLICE SEE Ibd ® � TO ADI STUD A 1 V ZXg C�NTlN�`i CtbRfl TEs �-o: Lac�1tE T�55 wE� . eDf- FL -1- cdNwtE�T TRUS JOIST ASSUMES CHORD TIES PER DETAIL B/S5, A/SG.2 AND B/S6.2 WILL NOT INTERFERE WITH THE WEBS AND ARE INSTALLED AFTER THE TRUSSES ARE INSTALLED AND THAT THE TRUSSES WILL NOT 'BE BEARING ON THE CHORD TIES . The Dunes Retail- "PH I La Qu inta/ CA LM'TRUS,J OIST® �cornmercial ' I DRAWN ;.DATE CHECKED DATE ORDER NUP113ER SHEET RY 12-09-07 DW 12-13707 0ho-017302 5 OF 5 i I N N u tAULPTION TAKEN ❑ MAKE CORRECTIONS 0 REJECTED NOTED ❑ SEE COMMENTS ❑ REVISE AND RESU6FAIT Reviewing is only for conformance with the design concept of the project and general compliance with the information given In the contract documents Any action shown is subject to the requirements of the plans and specifications. Contractor is re- sponsible for dimensions which shall be confirmed and corre- lated at the fob site: fabrication processes and techniques of M--struction; coordination of his work with that of all other i trades; and the satisUctory performance of his work. t KEN OKAMOTO & ASSOCIATES ST'RUr DAT; EIII GINEE"RS . I' `. epi i ® 4X~0� Busirrgs TJ-OpenWeb"' v4.36.0 1/23/2007 2:01:10 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A Qty: 39 Project Number. 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED s 0.25" 5.50" ` }} 2.00" All dimensions are horizontal. Reference Span = 66'7.000" 48.000" TJSTM OPEN WEB TRUSS . Parallel Profile N Top Chord Slope = -.25/12' LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Mechanical.Units 1200# TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 0 200 29'9.500" Point(lbs) R(1.25) 0 200 369.500" LOAD GROUP #2 @ 32.000" O.C.-Mechanical Load 1600# TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 0 267 29'9.500" Point(lbs) R(1.25) 0 267 359.500" LOAD GROUP #3 @ 14.000" O.C.-9th Truss from Gridline 2 - Dbl TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) • 0 133.5 29'9.500" Point(lbs) R(1.25) 0 133.5 35'9.500" Point(lbs) R(1.25) 21.4 24 49'1.500" Uniform(plf) R(1.25) 16 74.3 49' 1.500" to 66' 6.750" LOAD GROUP #4 @ 32.000" O.C.-8th Truss from Gridline 1 TYPE CLASS LIVE DEAD LOCATION (1) Point(plf) R(1.25) 0 120 T0.000" Uniform(plf) R(1.25) 0 120, 0.250" to T 0.000" Point(plf) R(1.25) 0 120 63'7.000" Uniform(plf) • R(1.25) 0 120 63' 7.000" to 66' 6.750" LOAD GROUP #5 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 247.4 278.4 49'1.500" Point(plf) R(1.25) 176 310.5 49'1.500" - Uniform(psf) R(1.25) 10 15 49' 1.500" to 66'6.750" LOAD GROUP #6 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 0.250" to 66' 6.750" Uniform(psf) W(1.33) 0 0 7.500" to 65'11.500' LOAD GROUP #7 @ 36.000" O.C.-9th Truss from Gridline 1 TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) R(1.25) 20 15 0.250" to 66'6.750" (1) Location is specified from left reference point unless noted otherwise. APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) A 0.25" ' 5.50" .2.00" 4 Product diagram is conceptual. COMMENT 1200# RTU / 3 trusses 1200# RTU / 3 trusses COMMENT 1600# RTU / 3 trusses 1600# RTU / 3 trusses APPL APPLIED TO COMMENT Adds to TC, on chord(s) 1600# RTU / 3 trusses/Dbl Adds to TC, on chord(s) 1600# RTU / 3 trusses/Dbl Adds to TC, on chord(s) Tower Load @ Comer Dbl Adds to TC Parallel Tower Load/Dbl APPL APPLIED TO COMMENT Adds to TC, on chord(s) Parapet Wall Above Adds to TC Parapet Wall Above Adds to TC, on chord(s) Parapet Wall Above Adds to TC Parapet Wall Above APPL APPLIED TO COMMENT Adds to TC, on chord(s) 80% Girder Truss Above Adds to TC, on chord(s) Tower Load Above Replaces TC Red. LL under Tower APPL APPLIED TO COMMENT Replaces TC Net Wind Uplift Replaces BC No DL on BC APPL APPLIED TO COMMENT Replaces TC Design - ---Copyright© 2004 by Trus Joist TJSTM and TJ-OpenWeb- are trademarks ofTrus Joist-,-A-Weyerhaeuser-Business;-Boise, Idaho, USA. --- - TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 0�i7M Busir= TJ-OpenWeb- v4.36.0 . 1/23/2007 2:01:10 PM PAGE 2 Project: The Dunes Retail - PH II Type: A SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT Material: Plate(s) Material: Bearing Clip: S -Clip Bearing Clip: Reinforcement: Chord(s) only Reinforcement: DESIGN CONTROLS: Truss Members Critical Design Component Value: 99.9% (Design / Allowable) A repetitive member increase was applied @ load group(s): 3, 5. Truss design includes consideration for partial span application live load. (Angle: 0°) Plate(s) S -Clip Chord(s) only REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 3783 R (1:25) -447 W (1.33) 3782 R (1.25) -447 W (1.33) Live Load (lbs) 1775 453 1774 452 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.399" (U232) Deflection (Live Load) Span:1.919" (U411) Center Span Camber: 1.919", Recommended ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output.from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report. No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with Chords analyzed using Don Sharp's analysis. -Pricing Load = 113.7 plf OPERATOR INFORMATION Danny Wong 949-885-5905 —Copyright© 2004 byTrus-Joist--TJS, ' and-TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser -Business -Boise; Idaho,-USAr--- TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 1 l j '� Project: The Dunes Retail - PH II Type: AD ® AW" Mia Location: La Quinta, CA Qty: 2 TJ-OpenWeb"' v4.36.0 Release: R1 Project Number. 06-017302 1/23/2007 2:02:25 PM PAGE 1 Rel. Desc.: Bldg. 1 Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED e 0.25" 5.50" , }{ 2.00" All dimensions are horizontal.. Reference Span = 66'7.000" 48.000" TJS'rm OPEN WEB TRUSS Parallel Profile M N Top Chord Slope = -.25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Mechanical Units 1200# TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs), R(1.25) 0 200 29'9.500" Point(lbs) R(1.25) 0 200 35'9.500" LOAD GROUP #2 @ 32.000" O.C.-Mechanical Load 1600# TYPE - CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 0 267 29' 9.500" Point(lbs) R(1.25) 0 267 35' 9.500" LOAD GROUP #3 @ 14.000" O.C.-8th Truss from Gridline 2 - Dbl TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 0 133.5 29'9.500" Point(lbs) R(1.25) 0 133.5 35' 9.500" Point(lbs) R(1.25) 21.4 24 49' 1.500" Uniform(plf) R(1.25) 16 74.3 49' 1.500" to 66' 6.750" LOAD GROUP #4 @ 32.000" O.C.-8th Truss from Gridline 1 TYPE CLASS LIVE DEAD LOCATION (1) Point(plf) R(1.25) 0 120 3' 0.000" Uniform(plo R(1.25) 0 120 0.250" to 3' 0.000" Point(plf) R(1.25) 0 120 63'7.000" Uniform(plf) R(1.25) 0 120 63' 7.000" to 66' 6.750" LOAD GROUP #5 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 247.4 278.4 49'1.500" Point(plf) R(1.25) 176 310.5 49'1.500" Uniform(pso R(1.25) 10 15 49' 1.500" to 66'6.750" LOAD GROUP #6 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(pso W(1.33) -5.1 .1 0.250" to 66' 6.750" Uniform(psf) W(1.33) 0 0 7.500" to 65' 11.500" LOAD GROUP #7 @ 36.000" O.C.-9th Truss from Gridline 1 TYPE CLASS LIVE DEAD LOCATION (1) Uniform(pso R(1.25) 20 15 0.250" to 66'6.750- 6'6.750"(1) (1)Location is specified from left reference point unless noted otherwise. APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) A 0.25" 5.50" .. II 2.00" 4 Product diagram is conceptual. COMMENT 1200# RTU / 3 trusses 1200# RTU / 3 trusses COMMENT 1600# RTU / 3 trusses 1600# RTU / 3 trusses APPL APPLIED TO COMMENT Adds to TC, on chord(s) 1600# RTU 13 tnuses/Dbl Adds to TC, on chord(s) 1600# RTU / 3 trusses/Dbl Adds to TC, on chord(s) Tower Load @ Corner Dbl Adds to TC Parallel Tower Load/Dbl APPL APPLIED TO COMMENT Adds to TC, on chord(s) Parapet Wall Above Adds to TC Parapet Wall Above Adds to TC, on chord(s) Parapet Wall Above Adds to TC Parapet Wall Above APPL APPLIED TO COMMENT Adds to TC, on chord(s) 80% Girder Truss Above Adds to TC, on chord(s) Tower Load Above Replaces TC Red. LL under Tower APPL APPLIED TO Replaces TC Replaces BC APPL APPLIED TO Replaces TC COMMENT Net Wind Uplift No DL on BC COMMENT Design -Copyright ©2004 -by -Trus Joist •- TJS"'-and TJ-0penWeb1°" are trademarks of Trus Joist, A Weyerhaeuser Business; Boise; -Idaho; USA.. - TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. I� jl�(A Project: The Dunes Retail - PH II Type: AD ® -A Businm TJ-OpenWebl v4.36.0 1/23/2007 2:02:25 PM PAGE 2 SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: , Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 99.96/o (Design / Allowable) A repetitive member increase was applied @ load group(s): 3, 5. Truss design includes consideration for partial span application live load. REACTIONS: LEFT_ MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 3783 R (1.25) -447 W (1.33) 3782 R (1.25) -447 W (1.33) Live Load (Ibs) 1775 -453 1774 -452 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 3.399" (U232) Deflection (Live Load) Span: 1.919" (U411) Center Span Camber: 1.919", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 113.7 plf OPERATOR INFORMATION Danny Wong, EIT 949-885-5905 Copyright © 2004 by -Trus Joist--'TJSTM and--T-J-OpenWeb--are-trademarks of Trus Joist, A Weyerhaeuser Business; Boisei-Idaho, USA: TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 15, 0 Ce JF4Q6ViK Businm TJ-openWeb"' v4.36.0 .1/22/2007 1:53:11 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A2 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED } 0.25" 3.50" }� 2.00" �. All dimensions are horizontal. Reference Span = 58'7.500" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Exterior Wall .Load From Gridline A TYPE CLASS LIVE DEAD. LOCATION (1) Point(plf) R(1.25) 0 120 463.500" LOAD GROUP #2 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 0.250" to 58' 7.250" Uniform(psf) W(1.33) 0 0 7.500" to 58' 0.000" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only APPL APPLIED TO Adds to TC, on chord(s) APPL APPLIED TO Replaces TC Replaces BC RIGHT SUPPORT Material: Bearing Clip: Reinforcement: DESIGN CONTROLS: Truss Member's Critical Design Component Value: 98% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM Total Load (Ibs) 2811 R"(1.25) -384 W (1.33) 3004 R (1.25) Live Load (lbs) 1566 -395 1574 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.974" (0354) Deflection (Live Load) Span: 1.066"(U655) Center Span Camber. 1.505", Matched to A3 A 0.25" 5.50" II 2.00" 4 Product diagram Is conceptual.' (Angle: 0°) Plate(s) S -Clip Chord(s) only COMMENT Parapet Wall Above COMMENT Net Wind Uplift No DL on BC RIGHT MINIMUM -397 W (1.33) -401 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific . application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 98.8 plf Copyright © 2004 by Trus Joist TJSTM and TJ-OpenWeb"' are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. ►�^ ca 1%7AWcy_ci*=8us�= TJ-OpenWebTM v4.36.0 1/22/2007 1:52:58 PM PAGE 1 } 0.25" 3.50.. II ., }{ 2.00" Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A3 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. Reference Span = 61' 3.500" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 A 0.25" 5.50" 2.00-4 Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 61'3.250- Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 7.500" to 60'8.000" Replaces BC No DL on BC (1) Location is specified from left reference point unless noted otherwise. SUPPORTS:. LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 96.9% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) . 2865 R (1.25) -402 W (1.33) 2879 R (1.25) -415 W (1.33) Live Load (Ibs) 1637 -413 1645 -420 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.221" (U329) .Deflection (Live Load) . . _Span: 1.269" (U575) Center Span Camber. 1.647", Matched to A4 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product - values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 93.3 plf OPERATOR INFORMATION Danny Wong 949-885-5905 Copyright ©2004 by Trus Joist TJSTM and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 4Nt. Busii= TJ-0penWeb"' v4.36.0 1/22/2007 1:52:43 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A4 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED } 0.25" 3.50., II ., }{ 2.00" All dimensions are horizontal. Reference Span = 63' 11.500" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration,. 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 0.250" to 63' 11.250" Uniform(psf) W(1.33) 0 0 7.500" to 63'4.000" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFTSUPPORT .(Angle:0°) Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only DESIGN CONTROLS: APPL APPLIED TO Replaces TC Replaces BC A 0.25" � 5.50" 2.00-4. Product diagram is conceptual. RIGHT SUPPORT (Angle: 0") Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only COMMENT Net Wind Uplift No DL on BC Truss Member's Critical Design Component Value: 99% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2989 R (1.25) -419 W (1.33) 3004 R (1.25) -433 W (1.33) Live Load (lbs) _ 1708 -432 1716 -438 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.616" (U291) Deflection (Live Load) Span: 1.495" (U510) Center Span Camber: 1.794", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific. application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 93.3 pif OPERATOR INFORMATION Danny Wong 949-885-5905 Copyright© 2004 by Trus Joist TJSTM and TJ-0penWebT are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. �'� TJ-OpenWebTM v4.36.0 1/22/2007 2:04:42 PM PAGE 1 Project: The Dunes Retail.- PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A5 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 64' 10.500" A 0.25" 0.25" 48.000" TJS rm OPEN WEB TRUSS Parallel Profile , 3.50" \` �� . 5.50" N Top Chord Slope = -.25/12 {{ 2.00" 2.00" }} All dimensions are horizontal. Product diagram Is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) . R(1.25) 176 310.5 47'5.000" Adds to TC, on chord(s) Tower Load Above Point(lbs) R(1:25) 247.4 278.4 47'5.000" Adds to TC, on chord(s) 80% Girder Truss Above Uniform(psf) R(1.25) 10 15 47' 5.000" to 64' 10.250" Replaces TC Red. LL under Tower LOAD GROUP #2 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 64' 10.250" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 2.000" to 64'3.000" Replaces BC No DL on BC (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 96.7% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design'includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2625 R (1.25) -319 W (1.33) 3084 R (1.25) -329 W (1.33) Live Load (Ibs) 1413 -328 1443 -333 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.776" (U278) Deflection (Live Load) Span: 1.408" (U549) Center Span Camber: 1.846", Matched to A ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 87.7 plf Copyright© 2004 byTrus; Joist TJSTM and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. I1 TJ-OpenWebTM v4.36.0 1/22/2007 2:05:12 PM • PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A6 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED } 0.25" , 3.50" }{' 2.00" All dimensions are horizontal. . Reference Span = 62' 10.500" 48.000" TJS rm OPEN WEB TRUSS Parallel Profile N' Top Chord Slope = -.25/12 A 0.25" r7 /111 5.50" 2.00-4 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. (Angle: 0") RIGHT SUPPORT Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: . LOAD GROUP #1 @ 24.000" O.C.-Perpendicular Tower Load Plate(s) Material: TYPE CLASS LIVE' DEAD LOCATION (1) APPL APPLIED TO Point(plf) R(1.25) 176 310.5 45'5.000" Adds to TC, on chord(s) Point(lbs) R(1.25) 247.4 .278.4 ' 45-5.000- Adds to TC, on chord(s) Uniform(psf) R(1.25) 10 15 45' 5.000" to 62' 10.250" Replaces TC LOAD GROUP #2 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE • DEAD Uniform(psf) W(1.33) -5.1 .1 Uniform(psf) W(1.33) 0 0 LOCATION (1) APPL APPLIED TO 0.250" to 62' 10.250" Replaces TC 2.000" to 62' 3.000" Replaces BC Product diagram is conceptual. (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 96.7% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. COMMENT Tower Load Above 80% Girder Truss Above Red. LL under Tower COMMENT Net Wind Uplift No DL on BC REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2566 R (1.25) -309 W (1.33) 3003 R (1.25) -319 W (1.33) Live Load (Ibs) 1376 -318 1399 -323 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.495" (U300) Deflection (Live Load) Span: 1.260" (U595) Center Span Camber: 1.733", Matched to A5 ADDITIONAL NOTES: ' -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific . .application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 88.2 plf Copyright© 2004 by Trus Joist TJS- and TJ-OpenWebTM are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. 2-6 er4 %?e 9 i K Ce TJ-OpenWebTM v4.36.0 1/22/2007 2:05:36 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A7 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 60' 10.500"' A 0.25" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile 3.50" ` . 5.50" N Top Chord Slope = -.25/12 }} 2.00" 2.00-4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 176 310.5 43'5.000" Adds to TC, on chord(s) Tower Load Above Point(lbs) R(1.25) 247.4 278.4 43'5.000" Adds to TC, on chord(s) 80% Girder Truss Above Uniform(psf) R(1.25) 10 15 43' 5.000" to 60' 10.250" Replaces TC Red. LL under Tower LOAD GROUP #2 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 60' 10.250" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 2.000" to 60' 3.000" Replaces BC No DL on BC (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 98.6% (Design / Allowable) A repetitive member increase was applied to application load group,and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2508 R (1.25) -299 W (1.33) 2921 R (1.25) -309 W (1.33) Live Load (Ibs) 1340 -308 1355 -313 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.232" (U325) Deflection (Live Load) Span: 1.121" (U646) Center Span Camber: 1.624", Matched to A6 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 88.8 plf Copyright© 2004 by Trus Joist TJS1° and TJ-OpenWebTM are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. ®� JV4A ` 4Nt. Burin= TJ-OpenWebl v4.36.0 1123/2007 1:33:32 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R1 Rel. Desc.: Bldg. 1 Roof Type: A8 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED } 0.25" 3.50 ` '=/111 II ., }{ 2.00" - All dimensions are horizontal. Reference Span = 58' 10.500" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 A 0.25" � . 5.50" 2.00-4 Product diagram Is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 26.125" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT ' Point(plf) R(1.25) 176 310.5 41'5.000" Adds to TC, on chord(s) Tower Load Above Point(lbs) R(1.25) 247.4 278.4 41'5.000" Adds to TC, on chord(s) 80% Girder Truss Above Uniform(psf) R(1.25) 10 15 41' 5.000" to 58'10.250" Replaces TC Red. LL under Tower LOAD GROUP #2 @ 26.125" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 58' 10.250" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 2.000" to 58'3.000" Replaces BC No DL on BC (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) • Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.6% (Design / Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 2654 R (1.25) -315 W (1.33) 3056 R (1.25) -325 W (1.33) Live Load (lbs) 1413 .-324 1412 -329 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.150" (U326) Deflection (Live Load) Span: 1.070" (U655) Center Span Camber: 1.518", Matched to A7 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 96.6 plf Copyright© 2004 by Trus Joist TJS- and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho; USA. TJ@ and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA.. Project: The Dunes Retail - PH II Type: B 4Nt. BusiLocation: La Quinta, CA Qty: 24 TJ-OpenWebT v4.36.0 Release: R2 Project Number: 06-017302 ,1/23/2007 2:05:22 PM PAGE 1 Rel. Desc.: Bldg. 2 Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED B Reference Span = 60'0.000" A 0.25" 0.25" 48.000" TJSTm OPEN WEB TRUSS Parallel Profile 5.50.. .\ 5.50" N Top Chord Slope = -.25/12 2.00" 2.00" All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 59' 11.750" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 7.500" to 59' 4.500" Replaces BC No DL on BC LOAD GROUP #2 @ 32.000" O.C.40th Truss from Gridline 2 TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 0 120 54'6.000" Adds to TC, on chord(s) Parapet Wall Above Uniform(plf) R(1.25) 0 120 54'6.000" to 59' 11.750" Adds to TC Parapet Wall Above LOAD GROUP #3 @ 32.000" O.C.-MECHANICAL UNITS 1200# TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 27'0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses Point(lbs) R(1.25) 0 200 33'0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses LOAD GROUP 44 @ 14.000" O.C.-8th Truss from Gridline 2 - Dbl TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 33.4 37.5, 10'6.500" Adds to TC, on chord(s) Tower Load @ Corner Dbl Uniform(plf) R(1.25) 20 78.8 0.250" to 10' 6.500" Adds to TC Parallel Tower Load/Dbl LOAD GROUP #5 @ 24.000" O.C.-Perpendicular Tower Load TYPE - CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 84.3 207.4 10'6.500" Adds to TC, on chord(s) Tower Load Above Point(lbs) R(1.25) 144.1 162.2 10'6.500" Adds to TC, on chords) Girder Truss Above Point(lbs) R(1.25) 0 120 40'0.000" Adds to TC, on chord(s) Parapet Wall Above Uniform(psf) R(1.25) 10 15 0.250" to 10'6.500" Replaces TC Red. LL under Tower LOAD GROUP #6 @ 36.000" O.C.-Truss next to Hatch TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT ` Uniform(psf) R(1.25) 20 115 0.250" to 59' 11.750" Replaces TC Design (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only Copyright© -2004 by Trus Joist TJS1T° and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser -Business, Boise, Idaho, USA. TJ® and Trus Joist@ are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. Z% VA TJ-OpenWeb"', v4.36.0 ����f .1/23/2007 2:05:22 PM PAGE 2 Project The Dunes Retail - PH II Type: B DESIGN CONTROLS: Truss Member's Critical Design Component Value: 101.7% (Design / Allowable) A repetitive member increase was applied @ load group(s): 4, 5. , Truss design includes consideration for partial span application live load. REACTIONS: - LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3148 R (1.25) -403 W (1.33) 3722 R (1.25) -403 W (1.33) Live Load (Ibs) 1799 -408 1598 -408 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.189" (U324) Deflection (Live Load) Span: 1.251" (U567) Center Span Camber: 1.251 ",Recommended ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. --Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 109.6 plf OPERATOR INFORMATION Danny Wong 949-885-5905 Copyright ©2004 -by -Trus Joist--TJSTM-and TJ-OpenWeb- are trademarks of Trus Joist, A -Weyerhaeuser Business, -Boise, -Idaho, -USA.- - - - TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. Z TJ-OpenWeb"' v4.36.0 1/23/2007 2:06:36 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R2 Ret. Desc.: Bldg. 2 Roof Type: BD Qty: 2 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED s 0.25- 5.50" , }{ 2.00" Reference Span = 60'0.000" 48.000" TJSTm OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 A 0.25" 5.50" 2.00-4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1'@ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 0.250" to 59' 11.750" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 7.500" to 59'4.500" Replaces BC No DL on BC LOAD GROUP #2 @ 32.000" O.C.-10th Truss from Gridline 2 TYPE - CLASS . LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 0 120 54'6.000" Adds to TC, on chord(s) Parapet Wall Above Uniform(plf) R(1.25) 0 120 54'6.000" to 59' 11.750" Adds to TC Parapet Wall Above LOAD GROUP #3 @ 32.000" O.C.-MECHANICAL UNITS 1200# TYPE . CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 27'0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses Point(lbs) R(1.25) 0 200 33'0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses LOAD GROUP #4 @ 14.000" O.C.-8th Truss from Gridline 2 - Dbi TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 33.4 37.5 10-6.500. Adds to TC, on chord(s) Tower Load @ Comer Dbl Uniforrn(plf) R(1.25) 20 78.8 0.250" to 10'6.500" Adds to TC Parallel Tower Load/Dbl LOAD GROUP 05 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 84.3 207.4 10' 6:500" Adds to TC, on chord(s) Tower Load Above Point(lbs) R(1.25) 144.1 162.2 10' 6.500" Adds to TC, on chord(s) Girder Truss Above Point(lbs) R(1.25) 0 120 40'0.000" Adds to TC, on chord(s) Parapet Wall Above Uniform(psf) R(1.25) 10 15 0.250" to 10'6.500" Replaces TC Red. LL under Tower LOAD GROUP #6 @ 36.000" O.C.-Truss next to Hatch TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) R(1.25) 20 15 0.250" to 59' 11.750" Replaces TC Design (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only - Copyright @2004 by Trus Joist TJSTM and TJ-OpenWeb- are trademarks of Trus Joist; A Weyerhaeuser. Business; Boise; Idaho, USA. - - -- --- TJ® and .Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA- 7AW!q Project: The Dunes Retail - PH II Type: BD Bt u ii TJ-OpenWebTM v4.36.0 1/23/2007 2:06:36 PM PAGE 2 DESIGN CONTROLS: Truss Member's Critical Design Component Value: 101.7% (Design / Allowable) A repetitive member increase was applied @ load group(s): 4, 5. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 3148 R (1.25) -403 W (1.33) 3722 R (1.25) -403 W (1.33) Live Load (Ibs) 1799 408 1598 408 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.189" (U324) Deflection (Live Load) Span: 1.251" (U567) Center Span Camber: 1.251", Matched to B ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 109.6 plf OPERATOR INFORMATION Danny Wong, EIT 949-885-5905 0 --Copyright© 2004 by Trus Joist---T-JS-1- and TJ-OpenWebTM are trademarks of Trus Joist, A Weyerhaeuser Business Boise Idaho -,-USA: - - - TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. rt <#, ®n r _AV�haa� Bunn= TJ-OpenWeb" v4.36.0 1/22/2007 5:59:17 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R2 Rel. Desc.: Bldg. 2 Roof Type: B2 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED } 0.25" 3.50" II�. }} 2.00" . . All dimensions are horizontal. Reference Span = 52'8.000" 48.000" TJSTm OPEN WEB TRUSS Parallel Profile N Top Chord Slope = -.25/12 A 0.25" 5.50" �. 2.00"II Product diagram is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO Uniform(psf) W(1.33) -5.1 .1 0.250" to 52'7.750" Replaces TC Uniform(psf) W(1.33) 0 0 2.000" to 52'0.500- Replaces BC (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: COMMENT Net Wind Uplift No DL on BC Truss Member's Critical Design Component Value: 98.2% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2462 R (1.25) -344 W (1.33) 2477 R (1.25) -357 W (1.33) Live Load (Ibs) 1407 -355 1415 -361 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.219"(U514) Deflection (Live Load) Span: 0.696" (U900) Center Span Camber: 0.977", Matched to B3 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 93.3 plf OPERATOR INFORMATION Danny Wong 949-885-5905 Copyright© 2004 by Trus Joist TJSTM and TJ-OpenWebTM are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. �� TJ-OpenWebTM v4.36.0 1/22/2007 5:58:58 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R2 Rel. Desc.: Bldg. 2 Roof Type: B3 Qty: 1 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED '` Reference Span = 564.000" A } 0.25" o.2s^ I 48.000" TJSTM'OPEN WEB TRUSS Parallel Profile 3.50.. . ` 5.50" N Top Chord Slope = -.25/12 2.00" 2.00^ All dimensions are horizontal. Product diagram Is conceptual. LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 0.250" to 55' 3.750"' Uniform(psf) W(1.33) 0 0 7.500" to 54'8.500" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) Material: Plate(s) Bearing Clip: S -Clip Reinforcement: . Chord(s) only APPL APPLIED TO Replaces TC Replaces BC RIGHT SUPPORT Material: Bearing Clip: Reinforcement: DESIGN CONTROLS:. Truss Member's Critical Design Component Value: 99.6% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM Total Load (Ibs) 2586 R (1.25) -362 W (1.33) 2601 R (1.25) Live Load (Ibs) 1478 -373 1486 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.480" (U445) Deflection (Live Load) Span: 0.846" (U778) Center Span Camber: 1.079", Matched to B4 (Angle: 0") Plate(s) S -Clip Chord(s) only COMMENT Net Wind Uplift No DL on BC RIGHT MINIMUM -375 W (1.33) -379 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 93.3 plf OPERATOR INFORMATION Danny Wong 949-885-5905 -Copyright ©2004 by Trus Joist ' TJSTM and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. ® Buanecc TJ-OpenWeb- v4.36.0 1/22/2007 5:58:40 PM PAGE 1 } 0.25" 3.50":\ II , }� 2.00" Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R2 Rel. Desc.: Bldg. 2 Roof Type: B4 Qty: 1 Project Number. 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. Reference Span = 58'0.000" 48.000" TJS rm OPEN WEB TRUSS Parallel Profile Top Chord Slope = -.25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift ' TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 0.250" to 5T 11.750" Uniform(psf) W(1.33) 0 0 2.000" to 57'4.500" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only APPL APPLIED TO Replaces TC Replaces BC A 0.25" 5.50" 2.00"4 Product diagram is conceptual. RIGHT SUPPORT (Angle: 0") Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only COMMENT Net Wind Uplift No DL on BC DESIGN CONTROLS: Truss Member's Critical Design Component Value: 98.8% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 2711 R (1.25) -379 W (1.33) 2726 R (1.25) -393 W (1.33) Live Load (Ibs) 1549 -391 1558 -397 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 1.767" (U391). Deflection (Live Load) Span: 1.010" (U684) Center Span Camber: 1.187", Matched to B ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 93.3 plf OPERATOR INFORMATION Danny Wong 949-885-5905 Copyright © 2004 by Trus Joist TJS TM and TJ-OpenWebTM are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. �_R `t' j. TJ-0penWebTM v4.36.0 1/23/2007 12:29:12 PM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA Release: R3 Rel. Desc.: Bldg. 3 Roof Type: C Qty: 65 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED B 5.50" }} 2.00" All dimensions are horizontal. Reference Span = 60'0.000" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope =.25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift APPLIED TO TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -5.1 .1 4.750" to 59' 7.250" Uniform(psf) W(1.33) 0 0 7.500" to 59' 4.500" LOAD GROUP #2 @ 32.000" O.C.-MECHANICAL UNITS 1200# TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 0 200 27'0.000" Point(lbs) R(1.25) 0 200 33'0.000" LOAD GROUP #3 @ 12.000" O.C.-11th Truss from Gridline 2 - Dbl TYPE CLASS LIVE DEAD LOCATION (1) Point(lbs) R(1.25) 65.4 73.5 17' 1.187" Uniform(plf) R(1.25) 28 89.7 4.750" to 17' 1.187" LOAD GROUP #4 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) Point(plf) R(1.25) 136.8 270.1 17'1.187" Point(lbs) R(1.25) 348.1 391.6 17'1.187" Uniform(psf) R(1.25) 10 15 0 to 17' 1.187" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only DESIGN CONTROLS: APPL APPLIED TO Replaces TC Replaces BC APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) APPL APPLIED TO Adds to TC, on chord(s) Adds to TC 1025- 5.50" 2.00-4 Product diagram is conceptual. APPL APPLIED TO Adds to TC, on chord(s) Adds to TC, on chord(s) Replaces TC RIGHT SUPPORT (Angle: 0°) Material: Plate(s) Bearing Clip: S -Clip Reinforcement: Chord(s) only COMMENT Net Wind Uplift No DL on BC COMMENT 1200# RTU / 3 trusses 1200# RTU / 3 trusses COMMENT Tower Load @ Corner Dbl Parallel Tower Load/Dbl COMMENT TowerLoadAbove->trib=103" Girder Truss Above Red. LL under Tower Truss Member's Critical Design Component Value: 99.6% (Design / Allowable) A repetitive member increase was applied @ load group(s): 4. Truss design includes consideration for partial span application live load. REACTIONS: ILEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 3000 R (1.25) -388 W (1.33) 2998 R (1.25) -389 W (1.33) Live Load (Ibs) 1600 -403 1599 -403 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 2.207" (U321) Deflection (Live Load) Span: 1.131" (U627) Center Span Camber: 1.272", Recommended Copyright © 2004 by Trus Joist TJSTM and TJ-OpenWeb'"' are trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. - TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. Project: The Dunes Retail - PH II T e: C %llf� YP ® 7AWq_maa=Budn= TJ-OpenWebTM v4.36.0 1/23/2007 12:29:12 PM PAGE 2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 100.0 plf OPERATOR INFORMATION Danny Wong 949-885-5905 4 , Copyright © 2004 -by -Trus -Joist- -TJS- and TJ-OpenWeb- are trademarks of -Trus Joist, -A Weyerhaeuser Business, -Boise, Idaho, USAN TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA I ®IIIt� TJ-OpenWeb- v4.36.0 1/23/200710:58:29 AM PAGE 1 Project: The Dunes Retail - PH II Location: La Quinta, CA . Release: R3 Rel. Desc.: Bldg. 3 Roof Type: CD Qty: 2 Project Number: 06-017302 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED B 5.50" .� }} 2.00 All dimensions are horizontal. Reference Span = 60'0.000" 48.000" TJSTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = .25/12 LOADS: Analysis for Open -web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 32.000" O.C. and: Product diagram is conceptual. LOAD GROUP #1 @ 32.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -5.1 .1 4.750" to 59' 7.250" Replaces TC Net Wind Uplift Uniform(psf) W(1.33) 0 0 7.500" to 59'4.500" Replaces BC No DL on BC LOAD GROUP #2 @ 32.000" O.C.-MECHANICAL UNITS 1200# TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 0 200 27'0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses Point(lbs) R(1.25) 0 200 33' 0.000" Adds to TC, on chord(s) 1200# RTU / 3 trusses LOAD GROUP #3 @ 12.000" O.C.-11th Truss from Gridline 2 - Dbl TYPE' CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(lbs) R(1.25) 65.4 73.5 17'1.187" Adds to TC, on chord(s) Tower Load @ Comer Dbl Uniform(plf) R(1.25) 28 89.7 4.750" to 17' 1.187" Adds to TC Parallel Tower Load/Dbl LOAD GROUP #4 @ 24.000" O.C.-Perpendicular Tower Load TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(plf) R(1.25) 136.8 270.1 17' 1.187" Adds to TC, on chord(s) TowerLoadAbove->trib=103" Point(lbs) R(1.25) 348:1 391:6 17'1.187" Adds to TC, on chord(s) Girder Truss Above Uniform(psf) R(1.25) 10 15 0 to 17' 1.187" Replaces TC' Red. LL under Tower (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0") RIGHT SUPPORT (Angle: 0") Material: Plate(s) Material: Plate(s) Bearing Clip: S -Clip Bearing Clip: S -Clip Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 99.6% (Design / Allowable) ,A repetitive member increase was applied @ load group(s): 4. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM f Total Load (lbs) 3000 R (1.25) -388 W (1.33) . 2998 R (1.25) -389 W (1.33) Live Load (Ibs) . 1600 -403 1599 -403 DEFLECTIONS 8r CAMBER: Deflection (Total Load) Span: 2.207" (U321) Deflection (Live Load) Span: 1.131" (U627) " Center Span Camber: 1.272", Matched to C Copyright © 2004 by Trus Joist TJS- and TJ-OpenWeb- are trademarks of Trus Joist, A Weyerhaeuser Business; Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. r� Project: The Dunes•Retail - PH II Type: CD ® wn gmhia= Businm TJ-OpenWebTM 0.36.0 1/23/2007 10:58:29 AM PAGE 2 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using Don Sharp's analysis. -Pricing Load = 100.0 plf OPERATOR INFORMATION Danny Wong, EIT 949-885-5905 "'of -Trus- - - ----- �� --- - Copyright 0 2004 by Trus Joist TJS and TJ-OpenWeb, a are trademarks Joist, -Joist,-A- Business, Boise, Idaho, USA. TJ® and Trus Joist® are registered trademarks of Trus Joist, A Weyerhaeuser Business, Boise, Idaho, USA. Q MATERIAL IDENTIFICATION a. Strut Bracing of tubular steel with flattened ends supplied with all open -web trusses. Install strut bracing as each truss is set. See k.. . � No tab farsingle-chord trusses sections 5a, 5b, 5c, and 5d. a. b. b. Plywood Edge Blocking is provided by ilevel on some projects and - used for nailing sheathing edges. Edge blocking will not prevent trusses from bowing. Install edge blocking after strut bracing (installation bracing) is in place and immediately prior to laying sheathing. c. 2x4 Starter Struts, supplied by contractor, with framing anchors (shipped loose) supplied by ilevel. See sections 5a and 5d. C.d. Cross Bracing is provided for most bottom -bearing locations. d .r._ . Install cross bracing as each truss is set. The contractor must bend the ends prior to installation. Nail pattern and brace profile vary with truss series and application. See section 5e. Bottom Chord Bracing Installation — Bracing below is for typical conditions. For bracing special conditions, see drawings. Single -Chord Truss Cross bracing Nailer and bracing whereshown on the drawings 1`A \V// )\\ /'K/.// Bridging where shown on drawings Double -Chord Truss 1x4 nailer required; attach with two lid (2W) nails e BRACING WARNINGS DO NOT allow workers on the trusses until all truss bearings and bracing have been permanently attached. Cross bracing Nailer required at spans , beyond 40 feet Bridging where shown on the drawings supplied by ilevel. Install as each truss is set. Nailer and bracing where shown on the drawings Zt ,;WARNI �' N6 Without correctly}mstalledmstallation bracing trusses an tiow cand roll over causing death' 'h- __s personal injuryor, damage " a h Installation_ bracipg and procedures, as well as the safety T° hof woikers, aretfie responsibility of the instailer; i= t h'e installer'should make sure that this installation information is' understood -by all persons involved in•the ,� truss installation �� ` �� ct ,, �l s DO NOT stack building materials on trusses before all truss bearings and bracing have been permanently attached. See section Z 9 INSTALLATION TOLERANCES PERMITTED Truss Chord Alignment Tolerance Maximum 54" T To provide proper performance, trusses should not vary more than 54' from a straight line 9 STACKING MATERIAL Vertical Alignment Tolerance Bottom chord of truss should not be out of square with deck by more than 5i' per foot of truss depth Example: 54' for a 24' depth truss Overhang Tolerance at Bearing (TJS— bearing shown) — —� y" maximum overhang* for all truss -bearing hardware * 54' maximum overhang for TJM- series trusses with "Uhli" or "Pedestal" bearing hardware WARNING No workers or materials are allowed on the trusses until all truss bearings and bracing have been permanently attached. See section 5. H NAILING Of SHEATHING TO TOP .CHORD MEMBERS Widest nail spacing Chord in each chord member is 24' o.c. members Nailing pattern per plans and specifications. Nail spacing should never exceed 14" on -center in either chord member. Do not use nails smaller than Bd 00 or larger than 16d UM"). IMPORTANT Nailing closer than -specified may cause the chord to split. Use proper size nails to fill all nail holes in bearing clips, bridging clips, bracing, etc. Minimum Nail Spacing Nail Type Nail Size T1L_ TJLX— T1W_ TJS- TJLT- TJWT- TJM- TJH- Box 0.113'x 254' 4' 4' 1'V 2' 80t Common 0.131' x 254' 6' 6' 154' 2' 10d Box 0.128"x 3' 6' 6' 154' 2' Common 0.148' x 3' 6' 6' 154' 254' 12d Box 0.128' x 3'b' 6' 6' lei' 2' Common 0.148' x 34' 6' 6' 154' 254' 16d Box 0.135' x 354' 6' 6' 154' 254' Sinker 0.148' x 3'/4' 6' 6' 154° 254' common 1 0.162' x 354° 1 8' 8' ITi' 4' (1)14 gauge staples may be a direct substitute for 8d Qlh') nails if a minimum penetration of 1' is maintained. ■ If more than one row of nails is used, offset the rows at least Ifi° and stagger. .,DO NOT cut, drill, or damage the chords or webs. DO NOT remove steel pins or webs (even temporarily). DO NOT make field repairs to damaged trusses without written approval of iLevel. ■ " TRUS JOIST OpenWeb August 2006 Reorder COM -3100 Weyerhaeuser®, Microllam®, and Trus Joist® are registered trademarks and iLevel'", OpenWeb'", TJH'", This document supersedes all previous versions. If this document is more than one year old, contact your dealer or iLevel rep. TJL'", TJLT'", TJLX"', TJM'", TJS'", TJW'", and TJWT'" are trademarks of Weyerhaeuser Company. Nw - © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA on Weyerhaeuser Lynx® Opaque. t.�