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3440 Quail Court
City of i,�?.`Wh6at icige UNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: November 7, 2017 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement is requested for funds in the amount of $1,500.00 (One thousand five hundred dollars and no cents) being held for landscaping for property located in the Quail Hollow Subdivision located at 3440 Quail Court. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. If you have any questions, I can be reached at 303-235-2848 or mreckert(aci.wheatrid e.co.us. MAKE PAYMENT TO: Quail Hollow Patio Homes, LLC SEND TO: Quail Hollow Patio Homes, LLC 6143 S. Willow Drive, Suite 300 Greenwood Village, CO 80111 Meredith Reckert for Ken Johnstone Director of Community Development www.ci.wheatridge.co.0 s City of rWh6atIRj,.�ge com) COMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303235.2855 F: 303.237.8929 August 30'h, 2016 Owner/Occupant 3440 Quail St. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval — Permit 201501095 (New Single Family) Owner/Occupant, This letter is being sent to you because a project for which a pen -nit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter. You may retrieve plans and/or documents between the hours of 7-30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29'1'Avenue in Wheat Ridge. Melissa Mackey Senior PerraitTeclinician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us 1--ity of COXAMUNrry DwEropmENT www.6wheatridge.coms Wheat Ridge until landscaping is competed at In the event that landscaping is not inst&««:¥»« 1, 2016, the City of Wheat Ridge or its designee shall have the right to -°« >t« said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to ©e property owner of its intent to do so. If the City of «»;f22« erform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw «< »»«» funds to complete said improvements. Lufgg i KW -u U 14 1du=19MUMNIM, aft - MIMI W#* 211I.-MM2 M AY C4 of Wheatddge TO THE ORDER x Im Observation GUE r Sex' Kss Recommended Foundation System T LI THOMT SON ROJEC� .Hca. DATED � �."Z01Y, ....._.. 19 SPREAD FC7C5''Td4 G,"i CttAIERlJi aat)IL PCeFLEdF OF ro..��� ESE F. Iv€ NI f. M WIDTH ,.. _._ . ' ,. � .,_ ..,, INCHES E,'] F(DOTINGS wkrH WNITv1UM DEADLOAD MAMMUMSOK,PRESSURE OF MINIMUM DEADLCTAD PRESSURE OF ...�.._ .,,. _., �_...w F>F. PROWDE A .._ ....... ___ ..... ___.... . INCH VOID BENEATH GRADEBEAMS MINIMUM W1DTTI _ ._,_ . ,.w .��.... � ._ INCHES j GRADE BEAT ANDT AT? NIAXBMatM SCTR PRESSURE OF m ,. �a m_. w,.,,.__,.... PER a NI UM i EADLOAE PRESSURE OF ..� _._ _ ._, _ PSK PROVIDE A ....,. _...... ...._....,. _ INCH VOID BENEATH GRADE BEAMS EASMiviUM WIDTH INCHES Foundation Plea By PLAN NO ..... ... ... ......_ _ DATE WALL FOOTING, WIDTH .�.. " �,. , �I3��.i-dE } In7E€"TH _... ,...� tk�I+;�•IES) C;.CDLt rTT9 FA3i d .m , . _ (INC (INCHES) DEPTH � _,.._...... ........ (INCHES) COLUMN FAQ (INCHES) HES) DEPTH �..� _ (4NCHE ) nEINFt"TRGE ENT AS PER C`t..A :w YE. ]INTO NONE REQUIRED A'`T SITE E-1 SNSTALLED Snit Conditions t Fooling Lural UPPER LEVEL .,__--- ........ _., ........ ........ ._ LOWER LEVEL Ground Water Conditions IS NONE IN EXCAVATION [j NONE ENCOUNTERED IN BORING NO, TO FEET ENCOUNI ERED Al FEEI IN BORING NO. 0 ti , J M P S 0 ADDRESS BLOCK,T__ . ........ _v _. __.. FtUNCi kCT m�wa .�,T�EtT }Et i' Ni3,. _ IIy Crit:ATES APPROXIMATE DE6""i l3tVi+ID T`l-T a: EASUk3k:NIENTLOCAT iON Instructions to Contractor FOOTING IN GENERAL CONFORMANCE WITH PLAN FOOTING REJECTED EC)NWIC" NS IN ETCC;AVAT0N AS ANTICIPATED El CiLTSa9DRIONS iN EXCAVATION (y!" AS ANTIC IPA7'CH), 1.C3NTAcT GES TE HNICAt.ENGINEER REC:CTtelTs E'NDFE CORRECTIVE PROCEDURE EETIJI: E I Observation C t.iE 6 i ADDRESS: _..... .._"... FILING ,.....__"..... _,"..._....��%tCi� t��NO,,114-d_a _ Recommended Foundation..Sys^tem Foundation Layout Pryry&tvtVyPSON 'ry0J v NO, � ¢ � } .•., ..$ g{—^5 i9PE"EEt'MD F04iNGS SOILPRESSURE pA V SSRMAXIMUM MtETVME.EWIDTH _ y €N Els t 2 w i FOOTINGS }TH MIN€ IA DEADLOAE3 } MAXIMUM SOIL PRESSURE OF, . F F, MINIMUM D ADLOAD PRESSURE O PS t ^^^� i i77 � PROVOEA INCH VOID BENEATH GFIADE BEAMS s MINIMUM ri k...... ""........ MEEMES w«mij e .! 5.:,..,d .. NTIADE BEAMS AND PADS MAXIMUM OIL PRESSLME O ..."., .... PSF MTWIMTCMMT DEwADLOAE3 PRESSURE OF PER �t.. BF'MY Y"FF' OVLDEv d CEBE FAeH GRADE MiNIMUMWIDTH _. .€.pp... ..Y.p."_p _.. INCHES Foundation Plan E3 �pp� ..... ........ .. PLAN NO. ,... .,._,._ _"..,beg,...., DATE WALL FCTCST'MNC WIDTEe EW Tv (MMM 1dE? I TMFPT"EE ._ .........".,, . (eNCETEE} COLUMN PAS ._� (INCHES) DEPTH fe€i liF: } COLUMN PAD m .._ m., (INCHES) E7FFT11 _ _ ._.� .�. (ENCH S) €EES€ik1E OPIC;E"MME~NT AS PER PLACE :M NO ;. NONE REQUIRED it AT CwlTF: ,�,: INSTALLED D E3 Conditions At Footing Level UPPER LEVEL a LOWER LEVEL Ground Water Conditions NONE EMS X AVK € )N E3MVE:OUN't SUED AT FE EM IN BORING NO Remarks. -Affujl INDICATES APPRO MEvMATE~ DEMP'i`HNViE 14.1 MiEA,E3E 4EMEENT LCTC:xTI0N Instructions to Contractor FOOTING IN GENERAL, CONFORMANCE WITH € LAN FOOTING REJECTED qqSCONOITIONS IN EXCAVATION AS AWK,- F'ATFE3 M CONWIONS eN EXCAVAC'ION NOT ACT ANTICIPATED, D, C',ONTACT" GEOTECHNICAL ENGINEER ETE (.';0I SM9ENDE D CORRECTIVE PROCEDURE _ A, FeuL� REPRESENTATIVE a s r.. s rA Cis cETVA 0 '4 ori" eintor#,�.ement Inspection CHENT: 8 ADDRESS ........ . .......... . . BLOCK ...... HLING NO ...............JO NO, and bot Plan Foundation Wall Layout BY NO, PLAN DATE Foundation Plan SPREAD FOOTINGS FOO TINGi WITH MINLMUM DEADL GATT GRADE BEAMS AND FADS DW LED FRK' TtON PIERS DRUED PIERS WTO BEDROCK . ..... [j OTHER 46. z CTUTHOMPSONJOB NO. WALL, AUGNMEWOFFSET - ----- <�NCHFS ... ._..... ........ r-4 Foundation Vold REMAREDTHC KNESS,-_ iN04ES NOT REQUIRED Reinforcing Steel GRADE BAR SIZE . .... . ... TOP . . ............ m BOTTO VERTICAL HORVONTAL Instructions to Contractor UFER Ground -4- Location of UFER Ground R4 GENERAL coNrORMANCE WITH PLAN LOCAT*N_.15 El REJECTNOT ED LED Ms'w RECOMMENDED CORRECTWE PROCEDURE --- - - ------REOURED N01 GOMMENT� Foundation Plan I."IY ", ---- ".' PLAN Foundation Type SPREAD FOOTINGS GRADE BEAMS AND RAD DRILLE"D FRICTION PERS E"] DI"IftlED PIERS MTO 8EDD0(,-,,K FOOTING W/M0N0%4UM "-j ... . .. .. .. .. .. DSALAD CTUTHOMPSON PROJECT NO, ,!2a DATRC1 R,9Y,_ Foundation Vold a. REQUMED THICKNESS,-___-, INCHES � _I , MEASURED THICKNESS PNCHFS Foundation tl Condition EXPO SEDSTEEL SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LO CAPON ONSKETCH), Recommended Drain Type [I EXTERIOR WTERIOR FIG, ........... 10 ........ . . ...... ;NSIALLED PIPE DIAMETER 4 INCHES WALL HOGHT .... .... WC HES DEPTH -TOP OF WALL TO BOTTOM, OF TRENCH_ WCHES SLAB ON GRADE NJ STRUCTURAL FLOOR PIPE iNSTALL.Er,, GRAVEL INsrALLED, GRAVEL SQE Type of Outlet FL] GRAvrry, BELOW SEWER V SUMP PIT M UNDEFIDGAW SERVICE CONNECTION VISIBLE (AT STUB) Foundation Void: f IN GENERAL CONFORIVIANGLi, WI -T H RECOMMENDATIONS REJECTED 0 Foundation Wall Drain: IN GENERAL CONFORMANCE WITH REGOMMENDATON j REJECTED Foundation Waterproofing-, W GENERAL CONFORMANCE WITH RECOMMENDATtONS REJECTED 40 I- ,: ] Exterior Insulation 0 6 MANUFACTURER . .. ......... HF FFFT DISTANCE BELOW FOUNDATIONWALL FEET Slab onVold � .< §.... / . , w«y»©eryi»2 «2 _ �«»<... .. ... . . >� aw <.. ... .... . . . .. .. A »»yam v� <a«»� • ©»«� ©©« a a.O , . . < < w DF »:e � �. M I 70) • r s • MP 0-4 —40 t �► +w war *� mm • •0,0 M► • 0 7rM i • * rr +► • ys • +r ..w. rrr M I M► A� 102,25' . y � tit NO Ln 19 4-1 Ag NI # tgY r� _ V `•' - Xaa �p„`3� ....� .�......., .. ..�.�..,. .....«a,�, .�.,... .�..�..,�.. ..��. �..�...»., were C A w ae M • • r O ; =o - ME 02 lm we .. � INS 1 � • M wr rn w M N r '. O♦ A� 102,25' . y � tit NO Ln 19 4-1 Ag NI # tgY r� _ V `•' - Xaa �p„`3� ....� .�......., .. ..�.�..,. .....«a,�, .�.,... .�..�..,�.. ..��. �..�...»., were C A October 20, 'HCl Quail Hollow, LLC 6143 South Willow Drive Ste, 300 A Greenwood Village, CO 80111 RE: Quail Holloor-Lot 4 Se te o of Double 37 6 rut inglSill Plai1 3, Attn : Dan Garcia IRNA, Inc. was notified that they used a single sill/mud plate at the garage where a double was noted on the plans. After review, this is structurally acceptable and no repair is required Should you have any additional questions or concerns please feel free to contact us at 303-377-6601 . Andrew S. Ventura Structural Project Manager Nairn G. Nassar, P.E./S.E. President/CEO FOR OFFICE USE ONLY G4, sof Date. j�dgic C;OMMU li lw L PMENT PlanlPermit t# Building &Inspectionse Services Division —Z > f 1 7503 W. 29sAve., Wheat Fridge, Cts 80033 Barr Review Office: 303-235-2355 * ex: 303-237-3929 Inspection Line: 303-234-5933 Building rApplication * Plea" complete all highlighted areason both stiles ofthis t 4 ttm omplete applications may net be proceesed. N Address: 4 X. W144oW j: ? Contractors City License fauna. g coqt i t6r yeas: +t Sub Contractors: Electrical: 7 'A ! Plu mrbing: AfiA 1 bm Mechanical: 84t A 01f. W, . City License # VV,R. City License # W,R. City License Other City Licensed Sub: tither City Licensed Sub: City License ## City License ## Complete all information on BOTH sides of this form #><?§«§* #< w*<\ (Check all that apply) $ NEW COMMERCIAL $ ELECTRICAL . ^ UPGRADE \y .?w\QSTRUCTURE « ■ COMMERCIAL \\? \lei\ COMMERCIAL ADDITION RESIDENTIAL ROOFIN »DENTIAf■»»e\ $ WINDOW Ri © COMMERCIAL »C- \.e® (Garage, s r: deck, RESIDENTIAL / i SSORY STRUCTURE/}RE( \\/ shed, deck, $ MECHANICAL \ SYSTEM/APPLIANCE REPAIR .REPLACEMENT $$ PLUMBING SY B »< M<•-_ . \REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCEREPAIR rREPLACEMENT \ OTHER (D \<}\ < \ Z \ "t- \#� / y.\ &q.F!%F� \���. _.&u . Gallons` Amps . « ... . .. . Squares «+r . City of �WheatNi PUBLIC WORKS B UILDING PER MIT A PPL ICA TION RE VIE W Date: Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address, Please nate the comments rents c ked below. 1. Drainage; a. Drainage 'Letter & Plan required: Yds No . Site drainage/grading plan have been reviewed and are: OK refer to ipu . Public Improvements required to be completed with. project; stlatio, a, street paving/patching: Yes No Completed b. curb & gutter: Yes No Completed C. sidewalk: Yes o Completed d. Other (specify). Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: Does all existing roadway/alley R.O.W. meet the standards of the City: _V_ Yes No If not, ghat. is required? IfR.O.W. is required, has the deed been received: Yes o (see Note below) DOTE. All deeds must be reviewed and approved prior to Issuance of the Certificate of Occupancy. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. SYi rat tr Dat e" - NOT APPROVED: The Public Works Department has reviewed the submitted material and does out approve this Pe 't Application for the stated reason(s): Signature David p, l ro sman, P, .S, Date fs. Stipulations. 14 7. A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy, . OTE: ANY DAMAGE TO EXISTING, PUBLIC IMPROVEMENTS AS A RESULT CE PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO T HE ISSUANCE CE THE CERTIFICATE OF OCCIJT CY, Rev 06/2013 City of ,Jr iqge City of'i heat Midge Municipal Building 7500 W,2 "' Ave, Wbeat Ridge, CO 80033-8001 P: 303,235,2861 F: 303.235.2857 Date: Location of Construction: Purpose of Construction.- Single ons t n:Single Family Multi-Fami ftevefcs rrs vfes es fsa Fee .. .. ........ ........... t€1tl40 (Required of all projects for document processing) ) szts to a °t a fcte to e eva w ,.......: 50.1 Review of existing or minimal technical documents: ...,,.... $2 0.00 Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2"d submitta.ls):.. 5 :C4tI "traffic Impact Study Review Fee. (Fee includes reviews of the I" and 2'd submi isy, ........... $500,00 Trip Generation Study Review Fee:.. .....,... $200.00 0 & M Manual Review & SMA recording Fee. . ......... .........S100,00 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews Of the Application will be subject to the following Resubmittal Fees- Resubmittal ees: e u 'tial Fees: 3'd submittal (Ia initial review fee):,, $300.00 11, sub 'ttal (full initial review fee) ... ill subsequent subndttals. ........ ......... 600.01 (Full initial review fee) _................. sa°W Xi,wfleadPidwga:.to ets C�� Rev .12/12 -`"/hcat -qgc� Cif Y ()f M 1,t.iist I Wotzf, pity Of Wheat ridge Municipal Building 7500 W, 29%h ev,_ Wheat Ridge, 0033-001 P: 303.3.2I F; 30.3.57 DATED: ADDRESS: Dear Contractor: In conjunction with the approval of the building address, this letter is to inform you thitat existing public application e above referenced frontage of said address shall be restored, (if damaged located along the acceptable condition, as determined b � eat from re tell construction) to an t a issuance of Certify f f Occupancy, ity f RidgePublic Works Department prior Prior to any construction commencing, inspection to determine the existing edit City's of e sub is impentative r11 cc�ndu onsite rc�e is at is address.... If you have y questions, please contact t 3 3.: 3 . 4. Sincerely; David F. Brossman,P.L.S. Development Review Engineer V X1 f : File Rev voe WMEMIMMU, Mr; RIM ON mmm Address:Zoning: Lot Size: t'"X ""A 0 4 sq. ft, Lot Width: Property in the flood plain? If yes, add surveying condition ELD, Type ofproject (applicable survey conditions in parenthesis): L) Accessary ISI', ILC or site plan none if in floodplain (FLD I ld ition ILC and site pian __..if Nv in 2 f setback or in floodplain (I D) if in floodplain (_Flab) New TLC and site plan yes (IND) _ ifufin of setback (NR.S) if in floodplain (pLD) Maximum Lot Coverage: � � °°° sq. ft. Existing Improvements: Proposed Improvements: � 4l ' Mouse: s. ft. I- lousetadditin: °, sq. ff. Shed: sq. fL. Shed: sq. ft Detached garage: sq ft. Detached Garage: sq. ft. Other: sq. ft. Other: srl. . Total existing sq. t Proposed+Existing sq, ft Lot Coverage %Lot Coverage,__ Required Setbacks: F ,mw S c., i s� Provided Setbacks: FR "s SI S x." ��w,,, ,,. For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition I°ND. Maximum Height: � n Maximum Size: I'J _sq. fL. , a r Proposed Height: Proposed Size: Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition I'FEE, notify owner, and notify building division. Streetsc pe: Does the permit result in any of the following conditions? Construction of new roads U Platting of new lots LJ New development Ll Additions that increase floor area by 60% or more (see trinnula) (proposed floor area existing; hoar area � ) f existing floor area �"roinc, If any box is checked.... SF/DUPLEX—Is there existing OL,C urlaClutter -foot sidewalk adjacent to the pro ert If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, strect cape construction or fees -in -lieu will be required. Fees -in -lieu f'dedication or construction are dare at the time the permit is issued. Date: July 21, 2015 Project Design Team Architect: MUMMIM Structural Engineer zM Code Consvitants international _ Copyright 2015, 9446 Ouail Ct Page 9 of 8 FIRE SUPPRESSION SYSTEM: None ALLOWED AREA: UL PROPOSED AREA: 2,568 sf main + 1,779 sf + garage ALLOWED STORIES: 3 stories "I I'll I'll III I•. & Code ConsuPtants Intemadonal - Copyright 2015, 3440 Quail Ct Page 5 of 9 Item Sheet .1 AO.} Verification of property lines and structure location by ILC or ISP is required prier to performance of first framing-related Inspection. B AO.0 Provide a site plan. Show locations of downspouts for drainage. How high above the 100 year flood plain is the lower level located? Mechanical Drawings must show the following information at a minimum: * Minimum 50 CFM exhaust fan vented to exterior shall be provided in toilet rooms and B-3 AO.t7 bathrooms. * Combustion air ducts within 12" of ceiling and floor, sized at the rate of 1 sq. in. per 2,000 BTU's are required. At a minimum the following information is required on the plumbing drawings- * Drains, traps, vents, and clean outs. Floor drain trap shall be fitted with a trap primer or be of the deep seal design per Bl AO.(i section 3209.2. * Shutoff valves required on lavatories and water closets. * Water hammer arrestors are required at quick Closing valves, 82603.5. B-5 AOA Work shall comply with the fallowing codes. 2012 IRC, 2012 IECC and 2014 NEC. B-6 AOA Foundation inspections shall be performed by the engineer of record and verified to the Building Division by wet-stamped letter or approval. B®7 Al .O In enclosed usable space beneath stairs, 912" min, drywall is required on underside of stairs and on adjacent walls. R302.7 B.g A'I.O, A2.O teas fireplaces must comply with IFGC and manufacturer's installation specifications. 6-9 A1.O Provide required service clearances for water heater per Chapter 5 of 2012 IPC. Glazing in walls or enclosures of bathtub or shower, less than 60 inches, measured vertically 8-10 A2.0 from water edge and not more than 60 inches above walking surface shall have safety glazing per 8308.4, 8-11 A10 Hallways shall have a minimum width of 36". 8-12 A2.0 Unprotected wall openings between garage and residence are not permitted. Separation using minimum of 1/2" drywall is required. 8302.6 B-13 A2,0 Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. 8311.7.6 8-14 1'O All shingles shall be nailed with a minimum of 6 nails per shingle and mid roof inspection required on tile, concrete, or metal roofs. B-1 5 U1.O Ice and water shield underlayment is required at all eaves and shall extend a minimum of 2 feet Inside exterior wall line. 8-16 € I.O The minimum net free ventilation area shall be 1/150 of the area of the vented space. Show attic ventilation. 8806.2 8-17 Include a RES check. Code Consultants internationid . copyright 2015,. 3440 Quail Cr pave 7 of 8 Description and Assumptions This is a single family residence. Code Consu#tants Intemational - Copyright 2015, 3440Quail Ct Page 4 of 8 Code Consultants €ntemational ,. Copyright 2015. 3440 Quail Ct Page 6 at 8 Code Consultants International - Copyright 2015„ 3440 Quail Ct; Page 8 of 8 ELECTRICAL COMMENTS Item # Sheet E-1 E1.0, E2.0 Smoke alarms shall be required in each sleeping room and outside each sleeping area per 2012 IRC, section 313. E-2 E1.0, E2.0 Carbon monoxide detector(s) shall comply with section 8315 of the 2012 IRC and not more than 10 feet from the entrance of any sleeping room. E-3 El A E2.0 Outlets are required to be arc -fault protected. E3902,12 Code Consultants International - Copyright 2015„ 3440 Quail Ct; Page 8 of 8 g" 3 wa a-0 01 r2 it 0 U-1 M, M > CI C-1 C-, G)ttk E"?a, x(m M > 0 IV" It= R I— =. CL tt� " fir, W m CL CD "0 m rr, m CD 0 2L V) CL rD N11) m C-) 10gNJ 10' SS EST 4 m Z C, o tx > a. 1zox cc ON -1 *. 1C:7 d� > fig 00 <11 V Z� I Ulu � B-1) toi. ca i2R�Rm— L2 T L2 li rc Wk IMA Sj 10' SS ESMT of ax x I E. -- 1 Ml w rr�-- m m m (n M CD� 0 Mo. C7 gra m =d yy rr�-- Meredith Reckert 7777=-n From: Dave Brossman Sent: Thursday, July 30, 2015 7:54 AM To: Meredith Reckert Cc: Mark Van Nattan,Brad Urnbarger; Melissa Mackey Subject: 3440 Quail Court NOW' WSTCFITII-frfe�Ww7tfbew StIIIIIIJ111f, CtIUVdUIC5 IrIE-41 IFTEIZ) 51-ve Sev*dM At first giance we inougrif iney were wanin 2' of the setback, which would require the foundation certification, but upon closer inspection it appears they are actually encroaching into the side setback. A David F. Brossman, PLS Development Review Engineer/City Surveyor 7500 W, 29th Avenue Wheat Ridge, CO 80033 Phone & Fax: 303.235,2864 ..ci.kvhejti e.coji,�s i&— � �Wh6�tRLdge LIC WORKS network to which your computer is connected, Thank you. , -4 Awl h SUB -CONTRACTOR AUTHORIZATION FORM Company Name Phone #: State :ease #: Master # ture of AuthorizedAgent Date *11 Company Phone State License #: Wheat RidgeI've? Signatureof , - d Agent Date Date his application must be signed by each sub -contractor confirming the same. Company y»»f :»»«w « f tA-.4J +:one State License#:, 2e?2E Master #: \2 Scot lUiaws \esiivl 7/9/2015 Signature ofA d *2.Jd gen %: Company d » »< :x2« +». L/ hone State License _: <� d m z« «.v Wheat f,¥I«{ 7/§�.\ {2�� \\\\ «« ?� :w». * M«\«\<« *.,w y*<:»«; Name: Wheat RidgeLicense }2 ¥\\V\ Date � Dae v:++6»d £ 140, a<<>#» Air City of +Mli State Licewe #: Master #.-3w7lo Plumbing Contractor PhoneState License # ¢- )Wheat RIO& License e-� Sipaure d Agent Date .. ... ....... . ........... x 5.., 1 : muJ v9 uA �U� � tx , {. ...... .. ......_.„.., ...,,,,,...,,.# ,.. ......._ ...., .. ,..... __..... ,.,.., ... ...,, .._.. � ... ..,,_..,,� E' t f.. if Qj N ., C IL HOU CYv'd� r ¢i7t Ig r -N IA w xu y r �� I v33 ; f lo � E F x i � t r BN 1 t FPI n_ \\ r.:....,..._ Ft .. .,,......n .,,,... f i z FPE u V23 Nn” ;1 i3 t )t wa 99 _ . to 1 t iii w t , i x,.�a iva ., ns ca a® ss ana-int Re: LC—CSQHPlA-L4 MiTek 20/20 7,6 Creekside / Quail Hollow Plan I A Lot 4 The Truss Design Drawing(s) (TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as "Structural Engineering Documents") provided by the Building Designer indicating the nature and character of the work, The design criteria therein have been transferred to DO Engineering (DrJ) by Pro Build. These TDDs (also referred to at times as "Structural Delegated Engineering Documents") are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the "DDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Pages or sheets covered by this seal: 110099937 thru 110100034 My license renewal date for the state of Colorado is October 31,x2015. Important Notice: Each TDD uses Metal Connector Plate (MCI) design values published by MCP manufacturers, Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for Wood Construction. The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American Lumber Standards Committee. These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers, The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules -writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in ANSI/TPl 1, the National Design Standard for Metal Plate Connected Wood"Truss Construction (TPI 1). mv� Ryan Dexter, P,E. The design assumptions, loading conditions, suitability and use of this set ofTruss designs for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, tile IBC, the local building code and TPI I The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor. All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published byTP1 and SBCA are referenced for general guidance. TPI I defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved, The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building, 1*1A nr .......... 14-4-0 23-2.0 5X6- 62 fit GD 59 58 57 56 ray 54 53 52 Si So 49 48 47 46 4 4 43 4241 40 39 M 37 36 35 34 33 sxs = 34 ..= 3x10 l LOADING (psi} SPACING- -0-0 CSI. DEFL.. in (Enc) Udell Ud TOLL 301.0 Plate Grip DOL 1.1a iC 0.12 Vert(LL) -O,00 32 n/r 120 TCDL 18.0 Lumber DOL 1,15 BC 0.10 Vert(TL) -0,00 32 fur 120 BOLL 0.0 " Rep Stress Iner Yes WEI 0,13 Horz(TL) 0.03 31 nta tho BCDL 7.0 Code 6RC2009rrPt2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SPF No2 TOP CHORD BOT CHORE) 2x4 SPF No.2 BS 2x4 SPF No. 2 ESOT CHORD OTHERS 2x4 SPF No,2 WEBS SLIDER Right 2x8 DF 1950F 1.7E 1-6-0 i 32 Weight: 374 to FT -O% end verficals, and 2-0-0 Yr ! J f Rigid P directly applied or 6-0-0 no bracing, !. at midpt ! t MaxUPIJft All Uplift (fA Ity or less at * 59,60 ,61, MaxGrav Ali reactions 250 to or less atjoint(s) 62 51, 52,53, 54, 55,56,57, 58,59,60,61, 50,48,47, * w ! mp,/Max, Ten. - All forces 250 qb) or less except when shown, TOPCHORD 26-27=-3551149, 27-28--381/161, 28-29=-397/166, 29-30-5091217, 30-31--552/2 BOTCHORD 61-62--172J412, 60-61 =-I 7V412, 59-60-1721412, 58-59-172/412, 57-58-17214 56-57-172/412, 55-56--172/412, 54-55-1721412, 53-54=-1 721412, 52-53=-1 7214 51-52=-172/412, 50-51=-172/412,49-50-1721412, 4849-172/41Z 47-48=-17214 46-47--1721412,45-46=-1721412, 44-45=-1721412,43-44=-1721412,42-43=-17214 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 1 4 «*enclosed; heiqhts)� cantilever left and right exposed � end vertical right exposed; Lumber DOL= 1,60 plate grip DOL= 1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,qualifiedY 4) Provide adequate drainage to prevent water ponding, 5) Ali plates 6) Plates checked for a plus or minus 5 degree rotationabout between7) Gable requires continuous bottom chord bearing, 8) Gable studs spaced at 1-4-0 oe. 9) This truss has been designed for a I 00 psf bottom chord live load nonconcurrent with any other live loads, fit 11) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 62, 51, 52, $3, 54, 1 12) This truss is designed in accordance with be * a.1 retr,,Wn rscawux an xee Ae.w.€, hie, scea a ex connenmr pisteas sflOt be used far taaas'TOO Wes vw%dt- Asa Trow tdesapn Ethimeer (a c . Spe6adty E yhpiieist the s�aat on anp TCYp t laresents an acceptanoe of the pxa9Pesvoni i eroane"no fesrgwar bhty rs the de o Of the Sboi e Trubs de*Wd on the TDD oraiy, under us t The des,gsn nVeens Madssg torrddroas. slidathily and u" of Yids Tnm f N any 84,1dmp is the msponerbdgy of the Ownie, the Chmnef$ or Me feif ! CPc� rler x; ttan cucefaxS of the i!$C the EeSC, the rand# EmuKktr# isu#e aramA iP4 S Ttti ap ehwat o dire TOD and any beet ave ef the Trued enchsd+rag ha"4V, Shea , mstaWon and t maN, *half be the. ihypanst t y o the €'aaddeff Nsvdaor ald Cea act Ae rsnaers aet W m the Y DD and tine peac%ces and awdehnes of sewing coinpoaent Safety iabiffte 0h gK'Sig pubagfied by TPti ansa SOCA are seferai rt teu VAetaf WedtfiX0 Tef 4 ddltas the eesWail t bedtW%and stnties of the TnMs Deshffef Tam DDSs, Eheneer and TnZs htanastarivuer unfess otieee ie defined by a Contract agreed a xan in w6fing by as tusees,'a ved.. The Tsars Deew EnTim"f * NOT Ura S,.*J.V Ceeigrit e cu Trust, 5yvteet E.ttgirreue for any feeding Aif capatahzed tetmn are as defined to TPI 4. Copyright 0 M14 ProSoi -tee Ergineermg, LLC, (Df a ReFros ==ion of this document, e, ally feea, m p+ahosed'wRhoaf lx7{fli" temziaa{in f,,, p,,8oaa T`tj July 7,201 MM v�.rrx�3 rya<u.v MM S kX33WV14 No 6 ear iti4USU'eS. HIC. 1 U9 Jet or UtA:�.d'42 Ztft 5 Farge 4 ID:gRh2.3nSB9AarFy7Gu6jDOb..k v-x5amiMHfpWCuP49Cota ityR2U6GzEciiaRGCz_Vgt wta a 21 6-& d 3.0 5-3-0 _ 57 8_ 7-2-8 7-6-0 0.0 20 H 5X6 = Us = U4 waft - 1:74.8 6x12M'T20HS "=:. 5x6 r-. 3x6 = 3xf0 =" 3x4 =-. 5X6 4x4 9V WO MT20HS 9 rm LOADING (psf) SPACING- 2-0-0CSI. DFL, in (foe) Well Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.22 93-15 >999 240 MT20 1971144 TCDL 18.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.42 13-15 >999 180 MT20HS 1481108 8CLL 0,0 Rep Stress mer Yes VVB 0 90 Horz(TL) 0 13 11 We nta BCDL 70 Code IRC20091TP12007 (Matrix -M)217 _ - __. wWrvmmN 217 to FT 0% ---------- __ _.._ __..___.___ _r,r,_,_,r,_.__.w,..._.___ LUMBER- BRACING- TOP CHORD 2x4 SPF No. 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 5-7,7-10, 2x4 SPF 1650E 1.5E end verticals, and 2-0.0 oc purlins (3-10-0 max.): 1-. BOT CHORD 2x4 SPF N0.2 BOT CHORD Rigid ceffing directly applied or 10-0.0 oc bracing, Except. WBS 2x4 SPF No.2 "Except* 2-2-0 oc bractrsg: 15-17, 2-18,4-15:2x4 SPF 1650E 1.5E, 9-11: 2x6 SPF 2100E 1.8E WEBS 1 Rood at midpt 1-18.4-17,4-16,6-15,8-13 2 Rows at 113 pts 2-18 REACTIONS. (Ibtsize) 18.2448/0-5-8 (min, 0-3-13), 11 =235 510-5-8 (mire, 0.3.11) Max Horn 18=47(LC 7) Max Uplift 18--156(LC 7), 11=-67(LC 7) ...,. a or less excepthr.. TOPCHORD 2-3-1326187, a a to a: BOTCHORD 18-21 a a a 14-24--W2629, r a 11-12=-30/539 WEBS 2-18--2326tl 70, 2-17=-76/1585, 4-17-11871154, 4-15-931732, a 6-15-11181159, 6-13-11458,8-13=4651111, 9-12-0/2503 NOTES - 1) 0 as a g a t C� enclosed; MVWRS (all heights);and right exposed;Fi vertical rightexposed; t0 plate grip a Provideadequate drainage to prevent water pending, 3) All plates a plates unless otherwise indicated, 4) Plates checked for a plus or minus 5 degree t 5) This truss has been designed .. 10.0 pat bottom r live load nonconcurrent with any other w i t i i,.. • A A �" ..t t. «• r t. a it -r i t i t i r• i ••! t July 7,2015 YJRr{N3NCv P4tase tnt¢ratiaghdy re+hn the °=ustoiP�@r'3 Rc *meM of PtaFluEeb :atardaed Terms for Manufactured Prod "" form Verl4y desMn paranydetrs and read notes on this Truss Des tmu eefi (TDOf ase tote CrrS Ra=taxeade Sheet {tev 11-94} bethxe use.tleSt&s ath sRatms an thin TDrf,. oreiy Wok cnmr«edar pbatss sh,sdP Uu used frog this SW to Ext vafid Hasa Frv" Desen Eng+naar €+ e.. 6 falty Engineer). the seat on any Top nox'tsenis an. aacopkan,;a of the proussronaterggr7 ncenseg re atxEtty for the desalt oaf the sihi; Frays dowel on !ha TDD 019y, urxtar TPN 1 inti r4as+g� assumt%sraas, kk~kh ros,. suzkafw3ifir end asst of ft. Trus% for any Duaadmg a CMe m4ponsft0hy of the Conner ft a rs autho"Zed nt ac ft SUryie � Des ner, m the �+ntext of the PRC, the MC. ft or d no code and TPf 5 The approva of the TUR and any fat ft uae of the Truss, intAwnix; tzarsdtireg storage fn3dagakldn and Crain, shag he. ft ns4hey o the audding Designer and C tractor AN reiins sel any in the 10D and the �,titcs and gimin+4eses pf aatad#xag Gcwmppnent Safety iaxkavrrWorth 4 SY, 4aed or Teri and SSCA are refem iter getrecaE gondaatee TP8 4 dtffrtes the eestSuasrWRFkes and duties a#tris mass Dea�z+ee. i'rwo, n ErgSarattr aced X eves Aianuladuraa. unless ofthase dersrs?d by a Contrast atir"d upon m w+tdrergby a9 ponotor imoN�ed.'Th. Tries Dann, E.ron".r ga k.fC7T tris attadaatg t7asxta e€ pa 3 eaess Systx,m f rainier for any broidmtp As captatreed germs are as aeftned in TPt e. �g ^' iT u c Copyright 0 2014 F'+a{3uikf-DrJ ElAgiflEEtiNkj, i_LC, fDrd3 Rerx`cduct#azx of dtsg dpcumeM:. in any farm is tXtlhiGrofad WghCFiYII xsa+a rvsrmm�sic»r hon Pr ki•L1r,7.. 16 95 — 13 z„ rs. 11 10 9 WO AAT?OMS fl e3x6 = 4x46X8-="' 3x6 �=� 3x4 == 4x6 �. WOMT20H5 = -------------- LOADING (pso SPACING- 2-0.0 CSI, TOLL 30.0 Plate Grip DOL 1.15 TC 1.00 TCDL 18 0 Lumber DOL 1 1S BC O 81 DOLL 0,0 Rep Stress Incr Yes VVB 0,86 BCDL TO Code IRG2009ft"P12007 (matrix m) LUMBER. TOP CHORD 2x4 SPF No.2 *Except` 3-5: 2x4 SPF 1650F 1.5E BOTCHORD 2x4 SPF No,2 BS 2x4 SPF No. *Except* 1-16: 2x4 SPF 2400F 2.OE, 7-9: 2x6 SPF 2100F 1.8E REACTIONS. (lb/size) 16=2286/0-5-8 (min. 0-3-9), 9=2198/0-5-8 (min, 0-3-7) Max Harz 16=-437(LC 7) Max Uplift 16--155(LC 7), 9=-57(LC 7) ;Scale - 1:72 6 m DEFL. in (toe) tfdeil L/d PLATES GRIP Vert(L) -012111-13 >999 240 MT20 197/144 Vert(TL) -0A0 11-13 >999 180 mT20HS 1481109 Horz(TL) 010 9 n/a We +ght 199 to FT 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-01-0 oc purlins (4«0-3 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. VVEBS 1 Row at midpt 1-16,2-15,3-15, 4-13,6-11 FORCE& (lb) - Max. Comp,/Max, Ten. - All forces 250 (to) or less except when shown, TOPCHORD #3-4-19701126, 4-5-2497/K 5-6-2775133, 6-7-3261163, 7-9-2141/85 BOTCHORD -14-011592, # # # #=. WEBS 1-15-16W,149, 2-15=-7341103,3-15=-1028/119,3-13=-6411115,4-13-113311 4-11-11/480,6-11-4991113 7-10=012262 1 NOTES- 1) enclosed; tyeightst� cantilever left and right exposed; end vertical right exposed; Lumber DOL=1,60 plate grip DOL= 1,60 2) Provide adequate drainage to prevent water pending, 3) All plates are '# plates unless otherwise indicated. 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) This truss has been designed for a 10,0bottom chordad nonconcurrent with w other live Ioads, « a l" # i # 101 l 94 *—f l il:• -11 « # .. # # lilIWgIlav,l "Semi-rigid pitchbreaksMember end fixity model was used in the analysis i design Graphical10) does i depict or the orientation of along the top and/or o kchord, WARNING , EMa ee ihcsoughy review the °Custamar`s Ackn ,dgeeaent of F'mecAld SSantlatti 7efraaa mf #4aanA#dwed Phr4n cs"' farm VW7 d"llyr fnarareeters and rent rteaies, alt thin Truss Dlnr , Draw, re frac and the NJ Refehowe Street (rev 11,14) boo. us+s.ifn#ess cthe seated an Ne 211-W 1 MiTeh rronnectac starts shall td aced tar tttEsc tCk'1 to rte vaP3d. Rs e Trto-Ss i7rsagn Engwroeer dr e 5p� Ry Enffou erl. the seat on arry TDO repreeenta an woe'tramce of the praefeserroM en goretreng lespothetnVy ex the detapt of tee mdgta Truss departed on the TDO only, order Tyi t The desgn reradrng wndesons, s eefl aky and use of Oris T uss for any B.4dN er the reapanseforty of the (Tenser, the oarwr's autoenzed agent a the StAktre Dms�ner. ro tate context of lee !RC, the 18C, the # l code and YM A The appttesvgt *Moo TCN and any held user at the Truss. int€1Xttrxg harxltng. steuage, rrristasaoan arni tracsrng, Olds Fm the ; espxsnsAat#y althe £+u91darrg Cfeeeearr and Cxmiraa;Yat, A# notes set ouR rre the Ti7t7 and the pracdoss arxf gudetroes of Fm,k1mg Component Safety hafermamyn ISCSh puberrhed by TR and fb"0C k are referenced far geeenai gradarre, Tyt i deem the rosporsdallem arta drrhor of her Tfu%s tlerrOnw, Truss Delete Eop'nent, and TrWa Man Aaaturer, armless oftrMse deleted by a Conhad agmed upon kt by al Hafts myorret. The Tress design Engereer * N01 the auWWQ . " ager cu Tom System Engemer f`rs any b urrOW,. Rata caprer3ired toms are. As defined to i'Pf 1. Cola mallet 0 2014 PneturtmCeJ El neer , LLC, (NJ), RapmdurA on of this document, . any farm is took oted vathent, shitee paegres ext fmm ipnap3{;aafThJ July 7,2015 M Pqqyback Base StructurW Gable COMMON I i Gable i GaPe I I 7-7-0 S-1-7 6,00 (12 Ej 6-3,3 61-7 7-3,12 2x4 1i 3X6 30 5x6 1A Lot 4 11009"40 LTTcS0J0rn5hff`8yG TsGhktuvBD3YL5z_Vgl 7,74 Scate - 4•.77.3 19 18 16 14 12 ad11 10 30 11 22 3X6 23 17 WO MT20HS 3x4 3x4 3XI0 3x6 5X8 = 3x6 = sv 9 LOADING (psf) SPACING- 2-0-0 OSI, DEFL. in (lot) thteft a PLATES GRIP TCLL Plate Grip DOL1,15 L '1 0,93 15 Te Vert(LL) -0,17 14-16 >999 240 MT20 1971144 TCDL 1,3�00 Lumber DOL 1.15 BC 0,50 Vert(TL) -0D9 18-19 >941 180 MT20HS 1481108 BCLL 0Z Rep Stress Incr Yes VVB 0 9 Horz(TL) 0,05 10 rue n1a BCDL TO Code IRC2009[rPi2007 (Matrix -M) Weight: 249 lb FT - 0% LUMBER- BRACING- TOPCHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOTCHORD 2x4 SPF No2 2-0-0 oc publics (4-5-13 max.): 2-6. WEBS 2x4 SPF No,2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing, Except 6-0-0 Go bracing: 17-18,16-17, WEBS I Row at midpt 3-16, 6-14, 8-12, 1-19,1-18 2 Rows at 113 pis 2-18,6-16 REACTIONS. All bearings 13-0-0 except (jt=length) 10=0-5-8,17-0-3-8, (€b) - Max Horz 19-439(LC 5) Max Uplift All uplift 100 to or less at joint(s)19,10,17 except 18=-117(LC 7) Max Grav Alt reactions 250 lb or less at joints) except 19=354tLC 11). 18= 2378(€.0 1), 10=1939ILC 12),17=663(LC 1) FORCES. (lb) - Max. Comp,/Max. Ten, - Alt forces 250 (1h) or less except when shown, TOPCHORD 1-2=-751288,2-20=-617/206, 340=-617/206,3-21-617/206 4-21-6171206, 4-5-617/206,5-6=-12421233 6-7=-15411241, 7-8=-17211177,8-9�18081172, 9-10--1$98/98 BOTCHORD, 19-22�3M32Z 18-22-325/322,18-23=-2671226,17-23-2671226,16-17=-267/226, 15 -16=0/1242,14 -15=011242,14-24=011372,13-24=011372,12-13=011372,12-25=011496, 11-25=0/1496 WEBS 2-Ifl=-2029/88, 2-16-6611526, 3-16=-628/81, 5-16-1344158, 5-14=0/563, 6-14-285137, 6-12-311373, 8-11 =-625162, 9-11 =0/1 682 NOTES - 1) Unbalanced roof live toads have been considered for this design. 2) Wnd� ASCE 7-0mph; TCDL=I0,8psf; BCDL=4.2psf, h=15ft; 8=45ft; L=41ft" eave=Sft� Cat, If; Exp C; enclosed; MWFRS (all heights)" cantilever left and right exposed � end vertical left and right exposed-, Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10,0 Pat bottom chord live load nonconcurrent with any other live loads. amn. Aml��,Mg fi milli standard ANSVTPI I 10) "Semi-rigid pdchbreaks with fixed heels'Member end fixity model was used in the analysis and design ofthis truss. 11) Graphical purfin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord, 302 July 7,2015 WARNIN ie - the LUMM Tom tar Manfitdwed Producls' rxro Vem7 desIgn par esu md reA wies on the T, A .,h. G Me =0 `y 0, - To DI;R =,'. =�Y.711,14) NNTek cotmotot plates " be wed ad the DO to be vabd As 0 True. Derign E-gweef 47 (, the sea! onany iDD represents an ac patn�, of the w0f*mwet engmeAeg reWnIeWAY 10r the 60SOn dr the SM9v Ifun detected an ft TDO ONY, under IN I The des9n ateunVbom, Eo oRng cordrom SURaWily and rose of on Truss to, my 8.0d#V M ft responedfty, of' the Owrerf. Urs rete 8 W"D the kocal NskkV code acid TM I The SWWai of the TM endany helot use of Use Truss,"'ChOng hWele'Q `00`394r oesoner and Contrawo, AN note$ set W sot floe TDO and the 9=8 ' guodol 018h. g m e a y tiftrrnfton (BC80 okhahed by TPI and SSCA we roferwd for I deffts the lespoMiNobes and Wift W the Truss Desspnet Truss rt,Q= sz" Th., m2erto defted by a Cv*ad agreed upon 0, ye by att pa,1m. involved T , T,.m n Elonft, 4 NOT the SUMM9 Desqftr or Ttxyts System EQwe, 1b, any butldmg All captalored terns we as deehad in TPj I COPY(Atte 0 2014 PtoSultd-DO Egineentsi, LLC, (W� ReModooeon of fts document, m any Rxm, �s tsch�hmtyrj watoeg molen tenmion hom proaujo-otj MINEWNGur 4x 6.O0 PF 5X6 = 3x4 = Us = 2x4 0 if 2 Scat - 1:8 3 5A = 24 23 _ 21 20 19 3X4 6x12MT20HS H Jots ..w Us = 06 400 2X4 H 12 fl 2,,4 ll 3x6 3xiOMT20HS 11 LOADING (psh SPACING. 2-0-0 CS11DEFL, in (ft) Udeft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1,15 TC 0,95 Vert(LL) -0,19 15-17 >999 240 MT20 197/144 TCDL 180 Lumber DOL 1,15 BC 0.61 Vert(TQ -0A0 15-17 >999 180 MT20HS 148/108 BCLL &0 Rep Stress Incr Yes BCDL 7 0 Code IRC2009fTP12OD7 il----- WB 0.75 (Matrix M) Horz(TL) 0,19 11 n/a We --- _____ --.-------- - -1 ,,-",-,---�-�-'---I -,- .-,.-----,-1--,---,-------- Weight: 273 to FT = 0% LUMBER- SRACING� TOP CHORD 2x4 SPF 1650F 1.5E *Except, TOP CHORD Structural wood sheathing directly applied, except end vefficals, and 2-4,4-7: 2x4 SPF No,2 2-0-0 oc purlins (3-3-5 max,}: 2-7. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No,2 *Except* 6-0-0 oc bracing: 11-12. 1-24:2x4 SPF 1650F 1,5E I Row at threat 6-18 WEBS I Row at mapt 2-23,3-21, 5-20, 9-17,1-24, 10-11 REACTIONS, (Ib/size) 24-2613/0-5-8 (min. 0-4-2),11-241610-5-8 (min, 0-3-13) Max Herz 24=-439(LC 5) Max Uplift 24=- 1 03(LC 7), 11 =-96(LC 7) FORCES, Qb) - Max, Cornp.lMax, Ton. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2-1657/238, 2-25-1930/268, 3-25=- 1930/268, 3-26--21601280, 4-26--2160)280, 4-5�2160/280, "=24941260,6-7-2492/260,7-8-2678/255,8-9--28601189, 9-10--29941183, 1-24-2460/140, 11-13=-2389/102, 10-13--2363/120 BOTCHORD 24-2 7-325/322, 23-27--3251322, 22-23=-3/1366, 22-28 -311356, 21-28�311356, 21-29-011930, 20-29-0/1930, 6- 18 =-364/34, 17-18=0/2388, 16-17=012558, 16-30-0/2556, 15-30=0/2558 WEBS 2-231191165,2-21�56/1431, 3-21--1078/96,3-20=-301579,5-20=-1162/40, 18-20=0/2256, 5-18=01712,7-18=-301696,7-17=-13/303,9-15=-599M, 10-15-5012567, 1-23=0/1947 NOTES - 1) Unbalancedroof live toads have been considered for this design, 2) Wind: ASCE 7-05 100mph; TCDL-10.8psf; BODL=4,2psf,, h=15ft-I 8=45ft; L-41ft; eave=Sft," Cat, 11 Exp C", enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated, 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live Ideas om-if."Wo-ta fit between the bottom chord and any other members, with BCDL - 7,Opsf, 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) I I except ot=lb) 24=103. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502, 11 .1 and R802.10.2 and referenced standard ANSI/TPI 1, 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 11) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, AWARf'ANG - Plea" VW*Ughty Melewthe "Custom Ws Acknoofedgernent ofProtoofd Standard Term for A4tA_u6d_w_e_d_P_md_"_ " form _Veo7d"On pavonet andtrhf[hJRefenh".S"fH(ro 11-14) before utur Qrnfews O#wvfte stated on the TOD, only Wek connector plates shall used ed for thm 00toEcco- vand A the f on Morponents an aloceptance Of the wofftf for the destgn of the skrqrfe Truss deWed on the 700 afgy, uredo, .=Vx h. ,t tg Thom far any suodoxf ro the ,e tntfy of the 0eher, the 0hers authW40 "tot or the Stold" DeSynte, or the wntexi of for W aMovat of the TOO and any held use of too Trust, enfUdrhr horenov Vacate, tastaftoW mf and tonq, ,,hat[ be the iesponfobuy or the SuOdaht Designer arrd yfadr(N% 81W gutfifftnes of Suddeng Component be" InforMom r8C& I putAftned by 7 Fa ami SsCA are referenced for gernhat guirkeve fro I deNoes the r t Enguenn and Truss Mahufactwer, uote"othennise wetted by a COMMd 37ft4 UPM M Whbh9by ON Parties tnvaNed for 4"Y WWM9 AR cajoetalZOd thens are as deamed or TPI I Copynght 0 2014 Pre evildNC -J Engineering, LLC, (NJ), Reprodudittri of this document, rn any form * pron'beed -ohrot waten Wnefenon from prosuirt roj I The tatesv coftrons, ie ISC, the ooW bukfing code and TPI I The rnho,, A# notes set out m the TOD and the mb4tros and dd*s of the Intas Dwgoe,. Truss the S.Werg De"ne, or Truss System Errg,.tre, July 7,2015 -0 r_fi0 :>,Ulu W-blo 30 3X6 2A H 5A R57 26 25 24- __ 22 21 20 3A 6x12MT20HS H 5X6 3X6 _ 3X6 = 4x6 6X10 2A 11 13 12 2x4 fl 3X4 WOMT20fiS ti RZOEIRM LOADING {psi) SPACING- 2-0-11CSL DEFL, in (too) Well Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 '5 TC 0,81 Vert(LL) -0.21 16-18 >999 240 MT20 197/144 TCDL 18,0 Lumber DOL 1.15 BC 0,64 Vert(TL) -0,43 16-18 >999 180 MT20HS 148/108 I BCLL 0,0 Rep Stress incr Yes WB 032 Horz(TL) 0,21 12 Tire n/a BCDL 7,0 Code tRC2009/TP12007 (Matrix M) 296 ib FT = 0% LUMBER- BRACING - mmNWeight: TDP CHORD 2x4 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins, except 2x4 SPF 165OF 1,5E end verticals, and 2-0-0 oc purtins (3-1-2 max.): 3-8. BOTCHORD 2x4 SPF ffilo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No, 2 6-0-0 oc bracing. 12-13, 1 Row at mkipt 7-19 WEBS 1 Raw at mdpt 2-25, 3-24, 4-22, 6-21, 10-18, 1-26, 11-12 REACTIONS. (lbrilize) 26=2740/0-5-8 (min. 0-4-5),12-2546/0-5-8 (min, 0-4-0) Max Herz 26=-423(LC 5) Max Uplift 26=-107(LC 7),12=-103(LC 7) FORCE& (lb) -Max, Comp./Max, Ten, -All forces 250 (lb) or less except when shown, TOPCHORD 1-2-14921202,2-3-2014/269, 3-27--2244/283,4-27=-22441283,4-$-2406/292, 5-6-24061292,6-7-2720/271, 7-8-2719/270,8-9=-2900/26,5, 9-10 081/200, 10-1 1-31711192,1-26�26451138,12-14-2519/108,11-14=-2493/126 BOTCHORD 26-28-335/31 5� 25-28--335f315, 25-29--5611257, 24-29--55rl 257, 23-24-011708, 23-30=011 708, 22-30=0/1 708, 22-3 1 =012244, 21-31--0/2244, 7-19-366/35, 18-19=012587 17-18=012716,17-32-012716,16-32=Ot2716 WEBS 2-25-1665/48 2-24-711071, 3-24-765146,3-22=-5411340,4-22--975195, 4-21--221451, r�,-21-1128137,19-21=012515,6-19=01677,8-19=-251819,8-18=-121284, 10-16-650/90, 11-1(irm-57/2732,1-25-28/2206 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-05; 100mph� TCDL-10,8psf, BCDL=4,2psf,, h=15ft; 13=45ft� L=43ft; eave-5ft; Ca H� Exp C; encfosed� MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1,60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless othermse indicated, 5) Plates chocked for a plus or minus 5 degree rotation about its center, 6) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other five loads, 7) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 vAde wilt fit between the bottom chord and any other members, with BCDL - 7,0psf. 12=103, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1.1 and R$02,10,2 and referenced standard ANSIITPI I 10) 'Semi-rigid pftchbreaks with fixed heels" Member end ftxfty model was used in the analysis and design of this truss. 11) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. r '� oneso. kdte� unrew 'Astallse stated on too ltx-fl cattyWon connetch", isates steel be used to, HaSTOD to be vWki tiw 'I on any Too seprasents an actudiance of the irmiernrernat ensiawrenrat resprearridary se the de, n at the sysio, Truss depnled an the TDO onty, under TPI I The desor iurswrptosis, ktading condittons fartfabdity and use Of fles Too" far my Effshhoo is the les. body of Ore owner, Me Cradeart, auffrun7va"'a or the sureers; Desyner, in the coterni W me IRC, thy, i8C, the seismbfteg none and Tat I , The appywan of the Too and any fieu Gere e of are T, ndudhandling. Storage, instfutbon and braoso, Sees to the TeSPOnSsafirf 0 the fav4dind Dinne, and Contracts, As notes set w sr Me TDO and too praoboft and gueehoes of 8.4ding Creuxandat safety rnformarm utCS11 published by TPI and SSCA are refeurounil Ire gornsrO trustarne IFO I defines On,wit wxt out*$ of the Ts Desigran, Tnya DOSW Eng acrd TAMS Mannsfulunn, unless ofintweare, defined by a Caramad agreed upw in Ming by ait padwra wo4yed The Truss Design Enonev ; NOT the Esi;.y; Nisfinet a Thera system Erstruee, fin a"Y trailers As C3fA0yZrfd forms are as defined m TPI I C-PY-frut 0 2014 Profiuild,01J Elen,ftong, LLC, (DIJ) Reproduction of this document, tn any form, er prongfired yeirnaft wAdn pmjosim From yrr08wkrDrj July 7,2015 _qY EW1NWWNG,,_,x 6xk 1A Ltat tD:qRh^3nSB9Asrfy7Gu6jDObzkGUY-MERIYQLQPMzlx7dn"ixlEP 6 MTbu 411-4 --1 2...-------- 3541 430-Q 4»91-4 A -7--t2 �,..._...,_ 6-1.7 " .12 ° ; 6.1-7 5-3.3 _. 7-,3 .w....... 7,7'4 �I 5x6 := 30 3x6 w'- 2xA 0 5a<6 .w eu --- 13 w.. i& - .. 16 1., 1s .r rs 13 Gb 12 6x12 MT20H6 P 40 = 300 -= 3x4 ;=` LOADING (psf) SPACING- 2-0.0 CSI. TOLL 30.0 Plate Grip DOL 1.15 TC 0.81 TCDL 18.0 Lumber DOL 1.15 BC 0.61 BCLL 0.0 ` Rep Stress Incr Yes WB 0.73 BCDL 7.0 Code tRC20091TPi2007 (Matrix -M) LUMBER - TOP CHORD 2x4 SPF No.2 *Except" Structural wood sheathing directly applied or 2.2-0 oc purlins, except 7-8.8-10.: 2x4 SPF 165OF 1.5E end verticals, and 2-0-0 oc puffins (2-7-15 max.): 3-7. BOT CHORD 2x4 SPF No.2 Rigid ceiling directly applied or 10.0-0 oc bracing. BS 2x4 SPF No.2 1 Raw at mipt 2-19, 3-18„ 4-16, -15, 7-13, 9-12, 1.20, REACTIONS, (Ib/size) 20=2837/0-5-8 (mire. 0.4-7), 11 =2 69610-5-8 (min. 0.4-4) Max Herz 20=-423(LC 5) Max Uplift 20=-1071LC 7), 11=-103(LC 7) 11 6X12M'r20HS it DEFL. In (kic) Wall Ltd PLATES GRIP Ved(LL) -0.20 15-16 >999 240 MT20 197/144 Vert(TL) -0.3815-16 >999 180 MT20HS 1461106 Horz(TL) 0.12 11 rate n1a Weight: 272 Ib FT = 0% BRACING•_.._...,.w_.-e.�.- TOP CHt7RD Structural wood sheathing directly applied or 2.2-0 oc purlins, except end verticals, and 2-0-0 oc puffins (2-7-15 max.): 3-7. BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. BS 1 Raw at mipt 2-19, 3-18„ 4-16, -15, 7-13, 9-12, 1.20, 10-11 FORCES.• ♦ (Itu or TOPCHORD 1-2�1647/202, 2-3=-21021269, 3-21-24171285, 21-22--2417/285, 4-22-24171285, «A6-7=-25801293, 7-8-2605/288, 9-10-25891207,1-20-2741/13tL 10-11-2654/131 • + t t 17-25=0/1789,16-17-011789,16-26=IW2417,15-26=0/2417,15-27=012326,14-27-0/2326, t12-28=012194 WEBS 2-19=-1742/47,2-18=-811145, 3-18-81PJ49, *r 3618 1,1-19=-2812291 10-12-29/2489 NOTES- 1) Unbalanced«ot live loads have been consideredfor « w sS « heights)� cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1 .60 plate grip DOL-1,�G 3) Provide adequate drainage to prevent water pending. 4) All plates are i plat5) Plates checked for a plus es unless otherwise indicated. x«} ut its center, 6) This truss has w' «.ked for a 10,0 psf bottom «r « live load nonconcurrent with any other loads, 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 7.Opsf, 8) Provit 11-103, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802. 10.2 and referenced standard ANSItTPI 1. 10) 'Semi-rigid pdchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 11) Graphical pudin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, a+ 6 9 ,tiny 7,2015 __. ,&WARWNG leer er ce h rev4ewthe "eve uwa 4M, Ot+ifu Ot mtlnt of an trail S rd Terms for ectorae¢aaaed nes be us Parra Yzsi14 d6srgn umsaenf%% and read "es ran Oft Truss Desgn D {TOO) acro the tNJ Reference Shak*t lrew 99-4#} kra€are easr,:. Unke;xs o#Prarwdee atasaai oar ilia Tf}fF, anty Mtrek oamnx±das ia€:afas srraid Ira for ¢sa+s Diy ro txs waive As a Truss 0axggn E: a {, e . 6perzaay Engaau+x}. the s+:a€ on any Tfi£F ra¢ee9amda an accePtans:.e c+r tnP. gxufeasronai e anraOng m rb ety Poe the das9n or the smugle Trues deprded no the TOD otay, under TPI t Th. d"%, a.9.YurYgx ons, k addng condataanea, $ uaPatvi and uaa tri tuts Truss Fear any 8raidusg * tlae reeponsrbiiey p: the owner, the le authorNed agent or the 6 uAdrel ner, M thea WNeA of the IRC. the MC:., the Ioc M iw 0rul code aref TPI 1. The ar ovzi o4 She TUL and any fund use: of the Trass, kodweisg haradtnp, stvr , Nstagaiton arae/ brado% area to toe fyoponsabefy a the 6uOden; Designer nod Conoacioa'....AN motes set. W t. the TOO and the tita ¢aCRriR d4{;{{ jj flCe of 8uddmgg 1. ii'.fonent : Z Scale - 1:94.6 5x6 3x4- 20 II 3xtp ==. s ort ri� w _ _ Safi ==... 23 22 27 21 20 4 i 29 i9 17 34 16 31 tis 04 1! 5x6 ,,._ 4x4 ='= 3x9 '= 3011 = 3X4 30 4x6 3x O MT2aFIs = LOADING (psf) SPACING- -0_0 CSI. DEFL. in (ioe) Ildeft Ltd TOLL 30.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0,20 16-18 >999 240 TCDL18,0 Lumber DOL 1,15 BC 0.61 Vert(TL) -0.3816-18 >999 180 BCLL 0.0 ° Rep Stress Inor Yes 0.80 Horz(TL) 0,15 24 n/a n/a SCDL 70 Code IRC2009ITP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 -BS 2x4 SPF No.2 `Except' BOT CHORD 1-23: 2x6 SPF 2900E 9:88 WEBS REACTIONS. {lb/size) 23=274610-5-E (min, 0-4-5), 24=26561Mechanical Max Flora 23--424(LC 5) Max Uplift 23=-107(LC 7), 24=-102(LC 7) FORCES. (Ib) -Max, Comp,/Max. Tera. -All forces 250 (Ib) or less except waren shown, TOP CHORD 1 -2 -_15101199,2 -3=-20741269,3-25--23941284,25-26=-2394!284,4-26=-23941284, 4-5=-25621292, 5-6--25621292, 6-7--.2562/292, 7-8-26981295, 8.9=•2634/242, 9-10=-15451137, 10-11=-1651/113,1-23-_2715/131, 12-24=-26561102,11-12--26081111 BOT CHORD 22-23--338/318, 22.27= 5911270, 21-27=-5911270, 21-28=0/1766, 20.2E=011766, 19 -20 -'0/1766,19 -29=012394,18 -29-0121394,18-30=0/2302,17-30=012302,16-17=012302, 16-31-0/2261,15-31=0/2261,14-15=0/1684,13-14=0/1990 BS 2-22-_1755,154, 2-21=-7/1168, 3-21=-826151, 3-19=-5511435,4-19=-1012/102, 4-18=-1 91426, 5-18--632185, 7-18=-19f745, 8-16=-1211324, 8-15=-616114, 9-15=01953, 9-14=-1036/9, 9-13=-689179,1-22--2612257,11-13--4412196 5x6 � «4 145x6 = 2x4 .-'. 6 00 52 PLATES GRIP MT20 197/144 MT20HS WailIK 295 to FT = t 0 00 -.. , end verticals, and a Rigid ceifing directly applied w 10-0-0 bracing. a loadsAOTES- r # t # t 8 : s i .. enclosed; heights); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=I .60 plate grip DOL=1,60 Provide adequate drainage prevent water pending, 4) All plates are MT20 plates unless Otherwise indicated, 5) Plates checked for a plus or minus 5 degree rotation about As center. 6) This truss has ... designed for a 10,0 pat bottom chord# nonconcurtent with any other live loads, fit between the bottom chord and any other members, viath IBCDL = 7 Opst, 8) Refer to kconnections, 9) Provide metal plate or equivalent at bearing(s) 24 to support reaction shown, 10) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 to uplift at joint(s) except (#=Ib) 23=107,24=102 standard ANSYTPI 1. fixed12) "Semi-rigid pftchbreaks vith heels" Member end fidifty model was used in the analysis and design of this truss, 13) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. T�1��(aI+_1�GClr e x:rawcragirtay rcvicew tragi t.usramera xctvro em+tazi or r+ratautfq ska asd T@r+'r aor Mansatatxdetrt Prcx4c fy' /OSI Verery afea n pararraters amf remd txXae on Rhin Truss Duus4ln C3rawrrag jTDC arxr the t1r.7 Flafaa'eraoe S?aect (rev. IT i4y betotce use.tlntesa oYherxiac a#a4e+S an rhn 1'CF:k onh Wee conneora prates shad be used kir Mrs TOD to be raW As a Truss Design Eopneer c e, Spedatty Engmeerp, the scar on any TDO represonts an arncptanres of the prafessunaai erfaanuertfro reshousiteRy for the design of the aktgto Truss deiXeted on Me TDD oray, under TFT f. The de aterumptions Ioadrnandg =rAhorts, appwtaternroval of the TDD and are field ususe Oftt,ts TTUSS TV e Mec7Tr�s the ruer, n demlat hand", urf age etetaNatlon and braprat the Owner, the Omer's r rg Malls the respornsa6ilDA n9= Braiding Lie uner wW Corea , M tte, context Of the IRC, c18C, the aaclot A9 notes set n tho TOD and the NA&V code Pr I praute" and guidefdracs of fluAd rg Dore partent safe t, rnferaudr es MCte) pubRahed by TPI and S8CA ate asicrenced ton gavrw ar sentence 'TPI 9 defines the icsprMrs«brkYaoe and duters of the Tnues i>e snar, 'Tarts DeWon Ery3aneer and Truss Marruraceeen. Wess ofhod darned by a Contract agreed cbmi to uOhng by to padws mooed. 1 he Truss Design Ennger", s NOT the 8,ekWtp ofengdef or Truss System E.ngutrer r« any Nsidtog. AN capeareed terms are as defined in TPI i. Cop}'rgttt 28314 PrpBueki•Qn,r Eaagtaaeering. l.LC, (DJ) Rep alae AKM of this document, in any forni, is ", aaed w hwt vakten poacy s:w e,, Proongd.rej July 7, 01 v c Y ,r Ev- f! a-- 0-J^11 1,5.1-d ".s-1.4 5^2-4 4-c-8 5x6 . 2x4 iI 3x30 ::..: 5x6 23 22 26 21 20 19 27 16 17 28 16 29 is 06 4x8 -"= 4x6 ,'= 300 = 3xi0MT20HS -:-: Sx6 = 945x6 =6x42Ht'a20HS iP 5,00 Fig_ LOADING lost) SPACING. 2-0-0 CSI. DEFL, in (too) ildefl Ud PLATES GRIP TELL 30.0 Plate Grip DOL 1,15 TC 0.74 Vert(LL) -0,22 18-19 >999 240 MT20 197/144 TCDL 18.0 Lumber DOL IA SC 0.57 Vert(TL) -0.4018-19 >999 150 MT20HS 145/108 SCLL 0.0 Rep Stress Incr Yes WB 0.85 Horz(TL) 0.14 12 nfa n/a BCDL 7 0 Code tRC2009rrP82007 (Matrix M) Weight 296 to FT O% LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 2-7-11 no purlins, except BOT CHORD 2x4 SPF No,2 end Verticals, and 2.0-0 oc purlins (2-2-0 max,); 3-7. -BS 2x4 SPF No.2 `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-23: 2x6 SPF" 210OF 1,6E WEBS 1 Row at intent 2-22, 3-29, 4-19, 5-18, 7-16, 6-15 REACTIONS, Max Herz FORCES. (to) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown, TOPCHORD 1-2-2102/206,2-3--26261288, i O ik * t= {. , 7-8-29231304, 8-9-28231248, 9-10-16471151,10-11-17531127 BOTCHORD 1 #f ! 19-20--0/2225, 19-27-012 765, 18- 27=012765, 18-28-012504,t* t 'i 15-29=0/2430, WEBS 2-22=-l535f72,2-21=0/903,3-21=-519/46,3-19-4511284, 4-19-883f92,4-18=-621261, 5 -18-633186,7-18=27/918,8-16=-106/389,8-15=-692/19,9-15=011049, 9-14--1108M, 9-13=-736149,1-22=-3212446,11-13=-51/2348 NOTES- 1) considered 2) Wind: ASCE 7-05; 100mph; TCDL=10.8pst: BCDL=4.2pst h-15ft; 8=45ft; L=46ft; eave=6ft; Cat, U; Exp C; enclosed� MVVFRS (all heiacantilever .. right exposed; end vertical left and right exposed; Lumberplate grip DOL=1 r.. 3) Provide adequate drainage to prevent water pending. plates are MT20 plates 5) Ali plates are 3x6 MT20 unless otherwise indicated, 6) Plates checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a %0 pat bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chordand any #t. #ra 9) Refer to to truss connections, 10) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown, 11) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 in uplift at joinbs) except (#=tb) 12) This truss is designed in accordance with the 2009 International Residential Code sections R5021 11 and R802.10,2 and referenced standard ANSllTPl 1. 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 14) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. LOAD If July 7,2015 Creekssde I Quail Hoiloua Plan 1.A Lot 4 a J f tALU S C?Ct 3 dt734 @A4 P ex if1dUS{SS65 Inc,i tkG Jaai tJf tii3 59.37 dfJ16 Pagel ID,gRh23nSB9Aart:y7Gu6gDQbzkGUY 87GtFfO eb7JHgs73tTg97z1gbbfdfrQs b?z_Vgq 8912 _,_. 134ii 293-0 ?*40 34314 -312 466p ---_._. V_64 12 6-&4 8-0-0 �TM _8.0.0 4-11.14 4-11.14 8,2.4. EMM 21 20 ,rs. 19 Is '17 r 16 xo Tvr 0xt2 MT20HS 11 06 = Us :M.. 54 WO e 05 sx6 .r LOADING (ps€) SPACING- 2-0.0 CSI. � DEFL. in pact Well Ltd TCLG 30.0 Plate Grip DOL 1.95 TC 0.69 Vert(LL) -0.29 14-16 >999 240 TCDL 18.0 Lumber DOL 1.95 BC 0,66 Ved(TL) -0.49 14-16 >967 180 BCLt 0.0 * Rep Stress Incr Yes WB 0.78 Horz(TL) 0.09 10 nta n/a BCDL TO Code IRC2009ITPI2007 (Matrix - M) LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 *Except* TOP CHORD 3-5: 2x4 SPF 165OF 9.5E BOT CHORD 2x4 SPF No.2 BOTCHORD BS 2x4 SPF No.2 "Except* 6-14: 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 WEBS REACTIONS. All bearings 6-4-0 except (@t=length) 21-0-5-8. (lb) - Max Horz 21=-417(LC 5) Max Liplift All uplift 100 to or less at joints) 21, 11 except 10=-239(LC 11), 14=-16%LC 7). 13=-295(LC 1) Max Gr v All reactions 250 Its or less at joirths) 10, 12, 11 except 21=2512(L 1), 14=3664(LC 1), 14=36544LC 1) FORCES. (1b) -Max, Comp,/Max. Ten. -All forces 250 (to) or less except when shown, TOPCHORD 0 e.. r. •y• 6-7-0/442, . 96,1-21-23971117 9-10-30/257 BOTCHORD • • 1t. 15-107=0/903,107-108=0/903,14-108=0/903 WEBS 0} 6-16-0/1246,6-14=-2694159,8-14--599/131,1-20=-8/2044, 9-14-4191126 SOU 14 13 12 11 10 4x8 z: 3x4 ti PLATE$ GRIP !i Weight: 578 to FT - 0% verticals,end . • Rigid ceiling directly applied or 10-0-0 oc bracing, Exfgept� 9-9-13 oc bracing: 20-21 2-2-0 So bmclng� 16-17 r 2 Rows at 1/3 pis 6-14 NOTES- 1) roof live toadsbeen f w for this design. 100mph', $enclosed; heights); cantilever left and right exposed ; end vertical left and fight exposed; Lumber DOL=1.60 plate grip DOL= 1 60 3) Truss designed for wind toads in the plane of the truss omy, For studs exposed to wind mormal to the face), see Standard Industry Gable End Details as applicable, or o..qualified building designer as per ANSVTPI 1, plates4) Provide adequate drainage to prevent water pending. 5) Alt plates are MT20 otherwise♦i } 6) Alf plates are 2x4 9 unless otherwise 7) Plates checked for a plus or minus 5 degree rotation about its center, Gable } 1 } 9) This truss has been designed for a 10,0 pat bottom chord live load nonconcurrent with any other live loads. hivu fit between the bottom chord and any other members, with BCDL - 7,Opsf, Continued on . g iiWId Standad Terms Me Manufatented Ow Too onty MiTek conneatar Maters r TRW ,(.e, me seas on any 7 UD repres" an acceptance of the pfohissional engmeermg fouxineficbr, for the dasegn offt aingte Truss depeled rxr the TC10 wAy, iandev TPi 1. The deselit as onViaras Wife, ceuad tears, seatatAty avid use of tats Tway Cur any f&u as the, respoft wIfty of the ikwee,; the Oyaffa% a Ahodzed agent w Me Soiedaxd rfifayrhn. in the can fed of fire IRC the lec rte local build ng aoue and Tel 4 the apgx0r8t of the Tf."in and any ftfse aeW of" Puss, in half0fingst , orage, inetal8Ston and %ratmreg, slcaft ba the raaPone tNf y ohne BuitOng Deso: 11" � 1. ... I I ype UTY [Ify CreekSIde I OU89 HOOOW Plan to LOT 4 110099M 1. LC_CSOHPTA-L4 1A1OE I -------------- cotyrado spings,co 7. 5 Od 3 2014 AUTO Indusidier, ane Toe Jul 07 08:59192015 Page 2 NOTES- 10:qRh23nSB9AarFy7GADObzkGUY-7WOdfLFmVvbqJMcO2zY57Y5FTSrV33fRA I kLnfLv-Vgo 12) This truss is designed in accordance with the 2009 International Residential Code sections R502. 11, 1 and 8802.1@.2 and referenced standard ANSI TPI I 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity mode$ was used in the analysis and design of this truss, 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, LOAD CASE(S) Standard July 7,2015 WARNING - Plefte thmoughly Ieve,. the MWMMMWM ;�g=l'tsf,A no e I ftlss Deson D,a.IgV (TDD) 8rdU,e1hJRef*temeShPAtni� 11�14� h=a ted no the TDD, Ixoy MITak cononldw p4afto Ofait be ilIled far tIva ODtabevain AsaTvA%De9IqnE'o of (? 0, speciaity Enlinlew), ttre seal an any TOD,epresent. in, acoeptan,xI of ft potelailyinal womenry; respmvPRy he the de"n of the sinlIfe Tnm deWed on the Too only, Qnlyh M I the ftagn assumphom- yalIeNi oardbwTs d sutlablfty Aid use at fft Russ kv my BuAdlng Is 9W IftPOOSUIrl Of ft Owner, ft ChNoltr's allfterr 'lZed agentthe BuRdIng GelijOae. ill the Mnlih(t 0 the fRC. the IBC, the faderbukey) Aide ard PI I The aMoval of the TOO and any axe . of the This%, lard drag NWO". Stleage, JestallaWn &14 bluAng, shag be the respmlyiRy 0 the Suallhit Desone, and Gwxlrantar. AN mAes falt and m Ole TDO Mrd ft and Oweisms of slold.of Sagey InAwMa011n ISCSO pubh,%hed by M and SBCA an, Woenceal for illowal guylarll,1, T M I dellimit tha,"porist4bn and duties of Mw e TIthis Dele, T,uw fohlie, end Tilm Manufachwer unless Milenowle detheld by a CvWad Aq,elid upw m moing by as padles �m*Ioxf The Trues esm, Engined, is NOT this Suleyg or Truss system EnqhtIe, I, any Y Nuftnii Ali captalead Whet are a% defoed in TPI I Corlyrght 0 2014 PnBoW,DYJ Enginerra1g, kLC. (DQ) Frefaccluefion of OTIS documeot m any form, Io problailled wfthw eitten phouthlim Rom PrOSUOdoij EMINEMNO - --------- 9-3-0 13� 30 = 1110 9 a 30 = 3x4 2X4 It 2.4 11 C7 IT 6 LOADING (psf) SPACING- 2-0-0 CSI" DEFL. in (too) Udell Lid PLATES GRIP TCLL 30,0 Plate Grip DOL 1,15 TC 0.22 VerhLL) 0.01 7 nTT 120 MT20 1971144 TCDL IfTo Lumber DOL I15 BC 0,09 Vert(TL) 0,02 7 ruT 120 BCLL 0 0 Rep Stress Incr Yes WS 0,09 Horz(TL) 0.00 6 n/a n/a BCDL 7.0 Code IRC20091TP[2007 (Matrix) ----------- Weight: 51 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 SO purlins, BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, OTHERS 2x4 SPF No.2 REACTIONS, All bearings 16-7-6, (Ib) - Max Horz 2107(LC 5) Max Uplift All uplift 100 to or less at joint(s) 2, 11, 8,6 Max Graft Ail reactions 250 to or less at joint(s) except 2=263(LC 1), 9=333(LC 1), 11 =547(LC 11), 8=547(LC 12), 6=263(LC 1) FORCES, (1b) -Max, Comp,/Max. Ten, - All forces 250 (lb) or less except when shown, VVEBS 4-9-29610, 3-11--457199, 5-8-457/99 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind ' ASCE 7-05; 100hiph; TCDL=10.8psf,BCDL=4,2psf; h-15ft; B=45ft; L-24ft; eave=4ft; Cat. 11; Exp C', enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed, Lumber DOL=1,60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs eapose� to wind (normal to the face), see Standard Indus" Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc, 7) This truss has been designed for a 10,0 last bottom chord live load nonconcurrent with any other live leads, fit between the bottom chord and any other members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 2,11, 8, 6. standard ANSVTPt 1, 11) "Serni-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consuft qualified building designer, July 7,2015 AWARNING, Reset, thothreThIf, reverie, 1he'Onsearnet's Mknoasedgerneot of PmOunt Stanchsd 711m, fpr Mankthrdhotd ProdrMW'faho Ve* desion pararwhem and read notes on Tom Truss Desqn Dramrst ( TOD) andtier DOReference Reset (raft 11,14) estate use,Urom Oneness stated on the TOD, arty Miley, connodoe Past" sheaf be used to, Urts Too to be Own the east an any T001,epursents an acmiawreo Of the protessforoe eusneedraf; responseelfty for the deMgn of the engs, Ttuss deloded on the TDD stay. underTMI The dvogn assumplkma, b rdeorts, .n.fwdy, Onhoanr ftsv Truce he any: arINP*1 ft taw of the O -MI, the Owner's Guth opht of the B lowrol Mwecodextott IRC. 1"'Tho approete of the TDO and any befit use rhas , srsWing harathN, stmepc rnstrowbor, and waor"g, shot he the ("= "Of - the Buirchng CheopherTAd C*.hador AS notes u4 =Too and a Prad"s and vu0saVeS Of S-O*V Cwlpooeht Safety h1fornamoo (BOTyr, pub0shed by I To ad SBCA are xofnenced the y. taedanoo TPI I derner, and cashes of the TicsDeNgrao, Truss ' 'ad The Truso 604 ENoneof M NOT the ou*W9 DeIotmer or Truss fosum Ejetaws for wry bueMV AN cap tahred foods we as d0yrad in TPI 1 mn from ProsudrI-Dej , V am EMM 30 it 10 9 8 3x4 2X4 11 3x4 m 20 H 2X4 11 Te? LUMBER- BRACING - TOP CHORD 2x4 SPF Nfd.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SPF No,2 2-0-0 oc purlins (6-0-0 max,): 3-5, WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No,2 REACTIONS, All bearings 16-7-6. lie) - Max Harz 2=4 1 (LC 6) MaxUplift All uplift 100 lb or less at joints) 2,9,11,8,6 Max Grav All reactions 250 lb or less at Jousts) 2,6 except 9=675(LC 11), 11-454(LC 11), 8=454(LC 12) FORCES. (lb) -Max. Comp, /Max. Ton, -All forces 250 (lb) or less except when shown, WEBS 4-9=-595t82, 3-11 =-378145, 5-8=-378/45 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wnd� ASCE 7-05; 100friph; TCDL=10.8psf; BCDL=42pst, h=1511-1 B=45k L=24ft; eave-4ft- Cat, U; Exp C� enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed� Lumber DO�=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a pies or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 taft by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It uplift at joint(s) 2. 9, 11, 8, 6, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 I I and R802,10,2 and referenced standard ANSVTPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult quarried building designer, 12) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, AWARNM friev" ficknoyeed""irttit ftleiref Standatin renini for manufactured producwer,v Vetrydeinthipsurnernusoma ni arid the 00 Reference Shafoye, 11-14) berne use Unim othersoft sailed on Vre Ton, aiVy NTekoeferentor outer, shah be need (0, InisTWtobe.ted AsaTam the seat on any TDO urpresturts an acooptar" of the WWOSWOnai entpneednit respomesky fix the desen of the sayth, Truss d&M*d on the Too seer, under I PI I Th Sudan" and use or see Truss ne any BredeV tr yes taspoddetest the Oyenfe, the oy,,,,es "hwuod agent a, the ousernir Due nf, .1no, w, Vur contred of the IRC, the kEy iriese,val of the TDD 0,14 any feet me of ft ?Z, onludinit =, ."a, iredaffabitu one bneo% 10MR be It* iftraniori the'Sudding Dyagrier and ContrarAc orad Owdeturns Of Eva" COMP OMAt Safety tidarmsbrin (SM) putnerhed by Un and SSCA are Wenarood defines there Teem and TFUSS h4amt7adurer Unless, aihrroet¢* donned by a Contract Agrited trifor, in wriung by tot padres Eietunnn m 4 fi#ie i3 ins any traumf AM cardsOved brunif ale air defined in TF11 I ConfuOt 0 2049 ProBWO DO Erriftneevres, LLC, 0,n Reproduction of thio docunven, in any fonn, is finnbited sithoul witten pennissau, frim ProBuild-W July 7,2015 LOADING iofr } SPACING- 2-0-0 CSI. DEFL, in (toe) I/deft Ud PLATES GRIP TOLL 30,0 Plate Grip DOL 115 TC 0,38 Vert(LL) 0,00 7 fur 120 MT20 1971144 TCDL 18 0 BCLL 0Z Lumber DOL Rep Stress Iner 1 1 Yes SC 0,11 WB 0,08 Vert(TL) Horz(TL) 0,00 0,00 7 6 n/r nya 120 n/a BCDL TO Code IRC2009rrPI2007 (Matnx) Weight: 45 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF Nfd.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SPF No,2 2-0-0 oc purlins (6-0-0 max,): 3-5, WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No,2 REACTIONS, All bearings 16-7-6. lie) - Max Harz 2=4 1 (LC 6) MaxUplift All uplift 100 lb or less at joints) 2,9,11,8,6 Max Grav All reactions 250 lb or less at Jousts) 2,6 except 9=675(LC 11), 11-454(LC 11), 8=454(LC 12) FORCES. (lb) -Max. Comp, /Max. Ton, -All forces 250 (lb) or less except when shown, WEBS 4-9=-595t82, 3-11 =-378145, 5-8=-378/45 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wnd� ASCE 7-05; 100friph; TCDL=10.8psf; BCDL=42pst, h=1511-1 B=45k L=24ft; eave-4ft- Cat, U; Exp C� enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed� Lumber DO�=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a pies or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 taft by 2-0-0 wide will fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 It uplift at joint(s) 2. 9, 11, 8, 6, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 I I and R802,10,2 and referenced standard ANSVTPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult quarried building designer, 12) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, AWARNM friev" ficknoyeed""irttit ftleiref Standatin renini for manufactured producwer,v Vetrydeinthipsurnernusoma ni arid the 00 Reference Shafoye, 11-14) berne use Unim othersoft sailed on Vre Ton, aiVy NTekoeferentor outer, shah be need (0, InisTWtobe.ted AsaTam the seat on any TDO urpresturts an acooptar" of the WWOSWOnai entpneednit respomesky fix the desen of the sayth, Truss d&M*d on the Too seer, under I PI I Th Sudan" and use or see Truss ne any BredeV tr yes taspoddetest the Oyenfe, the oy,,,,es "hwuod agent a, the ousernir Due nf, .1no, w, Vur contred of the IRC, the kEy iriese,val of the TDD 0,14 any feet me of ft ?Z, onludinit =, ."a, iredaffabitu one bneo% 10MR be It* iftraniori the'Sudding Dyagrier and ContrarAc orad Owdeturns Of Eva" COMP OMAt Safety tidarmsbrin (SM) putnerhed by Un and SSCA are Wenarood defines there Teem and TFUSS h4amt7adurer Unless, aihrroet¢* donned by a Contract Agrited trifor, in wriung by tot padres Eietunnn m 4 fi#ie i3 ins any traumf AM cardsOved brunif ale air defined in TF11 I ConfuOt 0 2049 ProBWO DO Erriftneevres, LLC, 0,n Reproduction of thio docunven, in any fonn, is finnbited sithoul witten pennissau, frim ProBuild-W July 7,2015 mm E� 3X6 9 a 7 Us 2X4 11 1.4 2X4 11 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no puffins, except BOT CHORD 2x4 SPF No,2 2-0-0 oc purlins (6-0-0 max,): 3-4. WEBS 2x4 SPF No, 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, REACTIONS, All bearings 16-7-6, (to) - Max Herz 2=-73(LC 5) Max Uplift All uplift 100 to or less at jovifts) 2, 9, 7, 5 Max Grow All reactions 250 to or less at joint(s) except 2=342(LC 1), 9=654(LC 11), 7-654(LC 12). 5=342(LC 1) +# M.# (to) -Max, Comp./Max, Ten, -AH forces 250 (lb) or less except when shown. WEBS 3-9-529157,4-7--529/57 ROTES. 1) Unbalanced roof live loads have been considered for this design, 2) Wnd000mph; TCDL-10,8psf; BCDLeaL2psf�1 h-15ft: 8=45ft; L=24fC eave=411; Cat, H� Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponifing, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a %0 psf bottom chord live load nonconcuffent with any other live loads, 71 * This 2i, It I Will A!, 40011 ihow., WIN NOW IM010111 standard ANSVTPI 1, 10)"Serni-rigid pitchbreaks with fixed heels'Member end fixily model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 7,2015 tap 11-14) befafa se Unlow, innemse Station on the TDO, wily NbTek eankar nonhu pfat" stab ooa+ti Faro e need for tvenlzi.g oe's Win read notes on this Truss Deug" c_ is T" hie t. ua1xS. As a Vans Desmi Enpooe, b e, ffie Seal On any TDD lewesenste, an acceptance (if the prod anipnoonirai fesponectut, ex the dftVn or the singte Tim derided on the TDD 0*, ondw TPI I The d=smVions. to"nq winklyeas, sulaNdy wW use of We T us* tot my Shading b� " espornat noin Of he ft 'at Of the O'NuK, the Oahaffs a0ftMed gynint 0;:e 8 Desgae ext t IRC, the A)C, rending code and M 1, The dd armwal of the Tun ef� any'fieki use at the Tress, onauding ba g' sunage, ininateum arxi Ixacing, man y� be'�=%'aby of t4, in the sudden; Desimio and ContraMor. AN mates set not 6e the TDO and the p,actim, f�gwd Rees fuu�!ZCoin %,P SaTy Wonmoon (SCSh puthshed by TM ard ,TSCA we retwenced lo,'C'nerai mdance TR t defines ft TeyponoMbea and dikes of the T.,% Deseew Truss ceson E; net" :d ms re, ad The Truss Gs' 4b Engpneen is NOT the sending Desativo cr Truss System Engineer Jor wur binkUng At} napdahzed tiene, we as MMM in TPI I Cmylehl 0 2,014 ProeuW(Doj Enwneennp, t LC' Mrj) Repodustion of wzdiaourneia, rn any min, as. suntanned w4bout uwitten wManhon from pfosuda-W — - ----------------- LOADING (pso SPACING- 2-0-0 CS1, DEFL. in hoc) Wall Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1,15 TC 0,35 Vert(LL) 0,02 6 n/r 120 MT20 197/144 TCDL 18,0 Lumber DOL 1"15 BC 023 Vert(TL) 0.05 6 n/r 120 BCLL 0,0 Rep Stress incr Yes WB 0,09 Horz(TL) 0.00 5 n/a nia BCDL 7 O Code IRC2009fTPl12007 (Matrix) — ------------------ - ------ __ - -------- ___ - __', Weight: 48 lb FT = 0% I LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no puffins, except BOT CHORD 2x4 SPF No,2 2-0-0 oc purlins (6-0-0 max,): 3-4. WEBS 2x4 SPF No, 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, REACTIONS, All bearings 16-7-6, (to) - Max Herz 2=-73(LC 5) Max Uplift All uplift 100 to or less at jovifts) 2, 9, 7, 5 Max Grow All reactions 250 to or less at joint(s) except 2=342(LC 1), 9=654(LC 11), 7-654(LC 12). 5=342(LC 1) +# M.# (to) -Max, Comp./Max, Ten, -AH forces 250 (lb) or less except when shown. WEBS 3-9-529157,4-7--529/57 ROTES. 1) Unbalanced roof live loads have been considered for this design, 2) Wnd000mph; TCDL-10,8psf; BCDLeaL2psf�1 h-15ft: 8=45ft; L=24fC eave=411; Cat, H� Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponifing, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a %0 psf bottom chord live load nonconcuffent with any other live loads, 71 * This 2i, It I Will A!, 40011 ihow., WIN NOW IM010111 standard ANSVTPI 1, 10)"Serni-rigid pitchbreaks with fixed heels'Member end fixily model was used in the analysis and design of this truss. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 7,2015 tap 11-14) befafa se Unlow, innemse Station on the TDO, wily NbTek eankar nonhu pfat" stab ooa+ti Faro e need for tvenlzi.g oe's Win read notes on this Truss Deug" c_ is T" hie t. ua1xS. As a Vans Desmi Enpooe, b e, ffie Seal On any TDD lewesenste, an acceptance (if the prod anipnoonirai fesponectut, ex the dftVn or the singte Tim derided on the TDD 0*, ondw TPI I The d=smVions. to"nq winklyeas, sulaNdy wW use of We T us* tot my Shading b� " espornat noin Of he ft 'at Of the O'NuK, the Oahaffs a0ftMed gynint 0;:e 8 Desgae ext t IRC, the A)C, rending code and M 1, The dd armwal of the Tun ef� any'fieki use at the Tress, onauding ba g' sunage, ininateum arxi Ixacing, man y� be'�=%'aby of t4, in the sudden; Desimio and ContraMor. AN mates set not 6e the TDO and the p,actim, f�gwd Rees fuu�!ZCoin %,P SaTy Wonmoon (SCSh puthshed by TM ard ,TSCA we retwenced lo,'C'nerai mdance TR t defines ft TeyponoMbea and dikes of the T.,% Deseew Truss ceson E; net" :d ms re, ad The Truss Gs' 4b Engpneen is NOT the sending Desativo cr Truss System Engineer Jor wur binkUng At} napdahzed tiene, we as MMM in TPI I Cmylehl 0 2,014 ProeuW(Doj Enwneennp, t LC' Mrj) Repodustion of wzdiaourneia, rn any min, as. suntanned w4bout uwitten wManhon from pfosuda-W 6.00 F".2,_ 4x$ =: t 2A d 10 9 8 7 3x4 d" 2x4 3C 2x4 EE 2x4 tl 2x4 It NOTES- 1) loadsbeenconsidered for this design, Wind:e.# enclosed; heights); cantilever left and right exposed; end vertical left and right exposed� Lumber DOL=1,60 plate grip DOL=1,6D Provide drainage to prevent water pending, 4) Plates checked for .: plus or "# ' designed5) Gable requires continuous bottom chord bearing, 6) This truss has been k". # # # # # # #. 140 SA standard ANSVTPI 1. 10) "Serarkrigid pitchbreaks with fixed basis" Member end fixity model was used in the analysis and design of this truss, 11) ... Standard : #ustry Piggyback Truss Connection Detail for # applicable,or consult quatified building designer, 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. WARPONU - Pcease thoroughly review the °T;.sratomar's Acknovefereement of Nashua yttanamod T:ernar for Manufactaaed Products" halm. Vwf7 camagn par era and read ncxes on this Truss Desgn i3ra"V (TOO) atxxt the pr„t lieferenr:e ihaef frau.. 11.94) brume use West, other�anse stated on the TOO, orey Wok connedw POOOs ShMI be mod rot this 7rtti to be vale Asa Tri Deson Ensnarer o e., SF'+ee y Entimecr7, the seat rxr any TOO rspo rrents an worridance of the pu fessfooW e+3gtnannstg respoirMikly for Me desgn of The sm9te Trus depicted as the i Do onty, undw TPI t. The desan assumpimus aoadfhg orradfOons, saarCaba+ty send use Of Oft rruna #ear a+eY racuddeff Atthat rOSPOOslbtfrty Of the OsWan. Ute C+}xrraa"s aUthOnzed' agent Or the SutWsfg 47es�na*r ax She cOraext ar Phe 6r£C the 188- the toW buahhtdf rode sten TIN 5.. The a{xxovat of the TOGS and any tie€/ use of the TnasS snduding hatrdSreg tuorags. #s ,oath bon and braczrur shah be the Vaarxinsstefety arthe SuAdirg Deserter and Contractor.. As scutes set. not in the TOD arxl the precSeres aax9 {tui:4et ries or au4dirag Gam6xsneni Satetp &rkarmntfon. dSCSu puGdshod by TPI and SOCA ;ate mferented for general gesefarnce TP$ t defines Mese rkwsstacs and dunes a1 the Trues Desngtter. Taus n Etgganeer stx! 7rrds hRaanufayYusev, renFess rtherv+sae definer) by a CoWan agreed up on do w»Ytng by a8 pa0fe9 >nvOfved. 7 he muss DOOM Errontret is N 0 T thr 8u'woV 0a etcher or 'Teri System F rostnte for any brnbsn; Art t tfaatV.ad teems are as defs+ed m TPI 1. Prot3som-br.i Er9nemenfit, LLC, (Chi) Reproomew of tha, doeuaneut, ka any form, is tonfutatm+d oathout e,d aert permeruan dawn P r0aoOdS)rJ. July 7, 015 LOADING (psf)SPACING- 2-0.0 CSL DEFL, in (lcue) Well Ud PLATES GRIP TCLL 30,0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.00 6 nlr 920 MT20 1977144 TCDL 18.0 Lumber DOL 1.15 BC 0.11 Ved(TL) 17.00 6 nlr 120 BLL 0.0 * Rep Stress tnc€ Yes WB 0.08 Hora(TL) 0.00 5 Ole Tito BCDL 7.0 Code lRC2009rrPt2007 (Matrix) Weight: 41 to FT = 0% LUMBER- BRACING,- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 rse purlins, except BOT CHORD 2x4 SPF Not end verticals, and 2-0.0 no purtins ( -0.0 max.); 2-4. BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 15-1-3. (Rb) - Max Harz 10= 57(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 8, 7 Max Grate All reactions 250 to or Fess at joint(s) 5 except 8=676(LC 11), 9=428(LC 1), 7 =4 4(LC 12) FORCES. (to) - Max, Comp./Max. Ten. - Ali fasces 250 (to) or less except when shown. BS 3-8=-594191, 2-9a_3581836, 4-7=-385/46 NOTES- 1) loadsbeenconsidered for this design, Wind:e.# enclosed; heights); cantilever left and right exposed; end vertical left and right exposed� Lumber DOL=1,60 plate grip DOL=1,6D Provide drainage to prevent water pending, 4) Plates checked for .: plus or "# ' designed5) Gable requires continuous bottom chord bearing, 6) This truss has been k". # # # # # # #. 140 SA standard ANSVTPI 1. 10) "Serarkrigid pitchbreaks with fixed basis" Member end fixity model was used in the analysis and design of this truss, 11) ... Standard : #ustry Piggyback Truss Connection Detail for # applicable,or consult quatified building designer, 12) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. WARPONU - Pcease thoroughly review the °T;.sratomar's Acknovefereement of Nashua yttanamod T:ernar for Manufactaaed Products" halm. Vwf7 camagn par era and read ncxes on this Truss Desgn i3ra"V (TOO) atxxt the pr„t lieferenr:e ihaef frau.. 11.94) brume use West, other�anse stated on the TOO, orey Wok connedw POOOs ShMI be mod rot this 7rtti to be vale Asa Tri Deson Ensnarer o e., SF'+ee y Entimecr7, the seat rxr any TOO rspo rrents an worridance of the pu fessfooW e+3gtnannstg respoirMikly for Me desgn of The sm9te Trus depicted as the i Do onty, undw TPI t. The desan assumpimus aoadfhg orradfOons, saarCaba+ty send use Of Oft rruna #ear a+eY racuddeff Atthat rOSPOOslbtfrty Of the OsWan. Ute C+}xrraa"s aUthOnzed' agent Or the SutWsfg 47es�na*r ax She cOraext ar Phe 6r£C the 188- the toW buahhtdf rode sten TIN 5.. The a{xxovat of the TOGS and any tie€/ use of the TnasS snduding hatrdSreg tuorags. #s ,oath bon and braczrur shah be the Vaarxinsstefety arthe SuAdirg Deserter and Contractor.. As scutes set. not in the TOD arxl the precSeres aax9 {tui:4et ries or au4dirag Gam6xsneni Satetp &rkarmntfon. dSCSu puGdshod by TPI and SOCA ;ate mferented for general gesefarnce TP$ t defines Mese rkwsstacs and dunes a1 the Trues Desngtter. Taus n Etgganeer stx! 7rrds hRaanufayYusev, renFess rtherv+sae definer) by a CoWan agreed up on do w»Ytng by a8 pa0fe9 >nvOfved. 7 he muss DOOM Errontret is N 0 T thr 8u'woV 0a etcher or 'Teri System F rostnte for any brnbsn; Art t tfaatV.ad teems are as defs+ed m TPI 1. Prot3som-br.i Er9nemenfit, LLC, (Chi) Reproomew of tha, doeuaneut, ka any form, is tonfutatm+d oathout e,d aert permeruan dawn P r0aoOdS)rJ. July 7, 015 Se M RMMIMEFM E� 6 3x6 2A Ii 2X4 It 2x4 11 LOADING (pst) SPACING. 2-0-0 CSLDEFL. in (too) Vdieff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1,15 TC 0�35 Vert( -L) 0.02 5 nyr 1,20 MT20 197/144 TCDL 18 0 Lumber DOL 1.15 BC O 24 Vert(TL) 0,05 5 ntr 120 BCLL 0,0 Rep Stress mrr Yes WB 0 0 Horz(TL) 0,00 4 We We ]CDL TO Code IRC2009fTPI2007 (matrix) Welght: 44 Ib FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except HOT CHORD 2x4 SPF No,2 end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. WEBS 2x4 SPF No.2 HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS, All bearings 15-1-3, (lb) - Max Harz 8=-89(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 8. 4„ 6 Max Grav All reactions 250 to or less at joint(s) 8 except 4-359(LO 1), 7=603(LC 11), 6=667(LC 12) WEBS 2-7-437134, 3-6--635/56 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Who: ASCE 7-05: 100nyph� TCDL-10,8psf,, BCDL-4,2psf,, h-15ft; B=45ft; L-2411� eaat, 11; Exp C; enclosed,, MVWRS (all heights): cantilever left and right exposed; end vertical left and right exposed; Lumber D0L=I A0 plate grip DOL=l A0 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a I C0 psf bottom chord live toad nonconcurrent with any other live loads. 71 * Tttia trust; li�as b t WFA standard ANSVTPI 1, 10)"Senti-rigid pftchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 11) See Standard industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, July 712015 - - ------- --- -cuftfeasoy, at PMBWW stanewdle"M for Maoufaduted ProdoWform VW aong njOeSq. pwarreem and toad notes on tna, Thoaa coos. on, tTDO) A*.r.11111C1;1P1.1111r1:o.1 =11o"IX *1111-4) Wale kete Unfees ottamose Stated 0. the'r0f) only Wee: oTaneejot pufft wag be osej W fts DO to be SaW. AS a Trays D E4new 0 a Spooiaky Engineer]. the Seaton any 700 repaseros an acneptanTe of the pettestional engbrteenng rtsrxrrasaWy for The de%W of The sweife Trues depotea on the, TOD oNy, under TPI I The doaqn nyrtrons foatana eondOons, Suft,#AdY We use of this Truss fat any BuOdwot m the m%xTnw=t*1 the Owner the 0-n6r% 8.0,01ited =1 0,r,#1T*rM Day "F�, Moto 00MOO Offt W, the 19C, the We3INAding code and Tin I The aWDS31 offthe-iDD and any floW toot of the Truss, vdwont; storage, d,Wigafian and Naanit, Shan , P"Sigit 'yfea 8.4dett; De%qm and Contratan, AR notes Sol, not m the TOO and the ,gz= and go'deines of SoWoa kno Cam Safety Woonabon (BCSt) puefiffted by TF1 and SOCA we referenced tof general guidance TTO I definesdefinesthe and duties of the, Than Desyfnef, Tons Ent}h"'ef and I'm% ManuiadUtof, Unt"S M61W$ode!nt*dte` a COttead a9lood Upon MWItang by as ptubestmayed The TrussDesgn Etesnoof is NOT the Suedme; Dewgner cy Tnoet System F.Tieeon 2 for any Widths AR cap0ahzed WM am as defined in TPi I Copyrot 0 2014 P1a80tb0J Enanearmlif, LLC, PJ) Rery""ne"On Of thS doet"hent, rq any tOon, 1% PlOhdated `efththA VatlatO ite"M"iW from FoOSAfd�fnf SWINURIM L c tea 6-918 9-3-0 ' 4x4 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural mood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No,2 BOT CHORD Rigid calling directly applied or 10.0-0 act bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 15-1-3. (to) - Max Holz 10=-123(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 9, 7 Max Grav Alf reactions 250 lb or less at joint(s) 10 except 5-292(LC 1), 8=378(LC 1), 9=435(LC 11), 7=504(LC 12), 5=292(LC 1) FORCES. (lb) - Max. Cornp,/Max. Ten. - All forces 250 (ib) or fess except when shown. TOP CHORD 4-5=-334123 BOT CHORD 5.7=-291442 BS 3-8--326/0, 2-9=-385187, 4-7=429194 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE • i iF checkedheights); cantilever left and right exposed ; end vertical left and right exposed� Lumber DOL=I .60 plate grip DOL -1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSItTlat I 4) Plates for a plus or minus 5 degree rotationabout 5) Gable requires continuous bottom chord bearing. 6) Gable ds spaced at 0 N. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, * r + standard ANSVTPI 1. 11) gid pdchbreaks with fixed+ fixty modeland design 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building July 7,20151 arw vie crra xeaeserxe ;}Haar firer- v t -Ta} oetrne USO Union (Aterovare stated on the ron, rx ty t4Ti'ek conncacx pdatrs shad tie and hn this. TOEt to bei wgd, Asa Truths t}asagn Efrgrtrfta h e, Spapahy Enf xhetai, the seal oee any TDD rep' Moto an aeOWaanca Of the peandfX Iat eafffneerm rp abrtaty tar ANt iia: pn of the arStte Truss deprctes! on the SCHI oxMy, earader TPI t The tl iiia s loading tttsns, sullaWdy and use of Chs Tons hu any snag a g oe the tesp<neatetrty ofthe, 0—el, the cAmner's authrartsad atter¢# ar the Baai;lr i%atrp �er, tri the eiarvtext oR the RcG the ityC C ncal tnttk&eef codo arks The t The aapprauaP ptthe'1`00 and any fiekr use of tl Tnasa, dtxdaxdeng hardeng storafay, mstafdataon and ixanaryr ahak ba Mac res4x+nsMririty crt flue SivikSusy unseat aW Cam#rador. AN notes ssd oW ea V* TOD and the p'acSa a$ asati graxse Ines a& aua7dsrtp G^�eM Sa4ety Enksrmaiaaa (aCSIb puaftheid by TPI and $8CA ase refefea cit% for gnoe'a+ guelance Ire R dernes the r ftb4aee and duties of the Thin rietsafem, Trues taxssigte'Z11raaer 0 Tnxia anuradurer. un}nss o.. 6efirvad by a Comrart agreed now er untnrrp by aN fouthe mowed The Truss Deatgn Enganees et NOT the BuOdmg Design, pr Tnmx Synrcrrr Engav er for any bo -f ang AN capdadu'ed terms are as chafed in TOT 4. .� Copyright Q 7p94 C*roSui&r-Ur3 Eragm". Ing, LLC. (Drif Reply iudfwn of Mtre documceptt m xny tgrrn, rx proh64tacf awtShout euaaren prrmissaon h„ana Pro-6ui&i i+rJ. e: t 10 g a 7 2x4 §l 2x4 9t 2x4 It 2.4 It sx4 - W' LOADING (psi) SPACING- 2-0-0 C 1. � DEFL.. in (toe) Well L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1,95 TC 0.19 p Vert(LL) O.QO 6 ntr 920 MT20 197/144 TCDL 18C Lumber DOL 1,15 SC 0 08 f Vert(TL) 0,09 6 n/r 120 BCLL BCDL 0,0 7,0 gg I Rep Stress tncr Code tRC2009/TP12007 Yes VVB O 10 Horz(TL) 0.00 11 We n1a (Matrix M) ----- Vtfe+ght: 47 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural mood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No,2 BOT CHORD Rigid calling directly applied or 10.0-0 act bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 15-1-3. (to) - Max Holz 10=-123(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 10, 5, 9, 7 Max Grav Alf reactions 250 lb or less at joint(s) 10 except 5-292(LC 1), 8=378(LC 1), 9=435(LC 11), 7=504(LC 12), 5=292(LC 1) FORCES. (lb) - Max. Cornp,/Max. Ten. - All forces 250 (ib) or fess except when shown. TOP CHORD 4-5=-334123 BOT CHORD 5.7=-291442 BS 3-8--326/0, 2-9=-385187, 4-7=429194 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE • i iF checkedheights); cantilever left and right exposed ; end vertical left and right exposed� Lumber DOL=I .60 plate grip DOL -1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSItTlat I 4) Plates for a plus or minus 5 degree rotationabout 5) Gable requires continuous bottom chord bearing. 6) Gable ds spaced at 0 N. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, * r + standard ANSVTPI 1. 11) gid pdchbreaks with fixed+ fixty modeland design 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building July 7,20151 arw vie crra xeaeserxe ;}Haar firer- v t -Ta} oetrne USO Union (Aterovare stated on the ron, rx ty t4Ti'ek conncacx pdatrs shad tie and hn this. TOEt to bei wgd, Asa Truths t}asagn Efrgrtrfta h e, Spapahy Enf xhetai, the seal oee any TDD rep' Moto an aeOWaanca Of the peandfX Iat eafffneerm rp abrtaty tar ANt iia: pn of the arStte Truss deprctes! on the SCHI oxMy, earader TPI t The tl iiia s loading tttsns, sullaWdy and use of Chs Tons hu any snag a g oe the tesp<neatetrty ofthe, 0—el, the cAmner's authrartsad atter¢# ar the Baai;lr i%atrp �er, tri the eiarvtext oR the RcG the ityC C ncal tnttk&eef codo arks The t The aapprauaP ptthe'1`00 and any fiekr use of tl Tnasa, dtxdaxdeng hardeng storafay, mstafdataon and ixanaryr ahak ba Mac res4x+nsMririty crt flue SivikSusy unseat aW Cam#rador. AN notes ssd oW ea V* TOD and the p'acSa a$ asati graxse Ines a& aua7dsrtp G^�eM Sa4ety Enksrmaiaaa (aCSIb puaftheid by TPI and $8CA ase refefea cit% for gnoe'a+ guelance Ire R dernes the r ftb4aee and duties of the Thin rietsafem, Trues taxssigte'Z11raaer 0 Tnxia anuradurer. un}nss o.. 6efirvad by a Comrart agreed now er untnrrp by aN fouthe mowed The Truss Deatgn Enganees et NOT the BuOdmg Design, pr Tnmx Synrcrrr Engav er for any bo -f ang AN capdadu'ed terms are as chafed in TOT 4. .� Copyright Q 7p94 C*roSui&r-Ur3 Eragm". Ing, LLC. (Drif Reply iudfwn of Mtre documceptt m xny tgrrn, rx proh64tacf awtShout euaaren prrmissaon h„ana Pro-6ui&i i+rJ. e: t RM 4-3-e 9-3•0 scaler = 1:29 0 8 7 6 2X4 C3 2x4 ii 2X4 it 3X4 =' ^M^ _. Xtirr^ LOADING (psf) SPACING- 2-0.0 CS1. DEFL, in (too) Well Ltd:,.. PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 4.21 Vert(LL) 4.04 5 nlr 124 MT20 197/144 TCDL 1&0 Lumber DOL 1.15 BC 4,48 Vert(TL) 0.41 5 n/r 120 BCLL 00 rt Rep Stress Incr Yes WB 0,11 Horz(TL) 0,00 9 n}a n/a BCDL 7 0 Code IRC2009fi'PI2007 (Matrix M)Weight: ------------ 41 Ib FT - 0% . ...... LUMBER- BRACING - _..........,. _. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF Nc,2 REACTIONS, All bearings 12.7-3. (lb) - Max Herz 8=-148(LC 5) Max Uplift All uplift 944 Ib or less at joint(s) 8.4, 6 Max Grav All reactions 250 Ib or less atjoint(s) 8 except 4-301(LC 1), 7=394(LC 1), 6-501(LC 12)„ 4=301(LC 1) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3.4-_343)19 BOT CHORD 4-6=-26/451 BS 2-7=-340/3,3-6-.427193 UnbalancedNOTES- roof live loads have been considered for this design. 00 Cat, designedheights); cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1.60 �I�te grip DOL=1.60 3) Truss otrussf * studs to wind (normal checkedGable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 4) Plates for or degree rotationabout spaced5) Gable requires continuous bottom chord bearing, 6) Gable studs « 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads, W-6 werw* fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 gy uplift at joint(s) 8, 4, 6, 4. 1. * .♦ ♦ «. ««. f *Z. standard ANSVTPI 1. 11) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis « design of this truss, 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building {ar ,July 7,2015 VVARNBNU - Prease thoroughly vsu ew the 'Cuatoarar'aAcynow . amen# to Praaeutd Standard Terms kir Nerothdureti ProduCbe f rma '9a3 I{w desMr, rosteaet utt and read users art this Tsua i7 . n D'awlrrg {TL3i7}... .... ....._.. and tits tta.3 Rsiareatx t teen. 114,n bebcre use.Uniess atheratr e stated M the TOO Mt y Wife ccvar#sdo pates shall be used tot this TDD tar be vatxi Asa a "€ nss C�srgn Fstgtrteasr ga e., SfaeoraRi` fingsaearS, the seat on any TDO represents an earreprier e of the pee ransketal "atrasrwrigt resperaskaw for the destifn otthe singes Doss detaeted zm the TOO only, under TPI ! The desadn assurnotons baadtrag comitticas, sudabit2 Sed use ai Ua05 Teacsa hxr any au'eldMag+s Ytas ssspana€kddity of Uee tAwtes, Ura Chwtafs authorized asset ar the ead�Cbesenec an it* cordes# rat the PRC. the 18C, the focal buaidut i Code atat TPS 1. Tho a!'+P+'owa? a9f the TCiD and any heat use of bre Tees, fnvuckfing hand ita„T storage, anstalfatro. and uivang, short re the respanaa d#ty c t theta audtdirg Res�terar orad Guvetr»oior. A& curtes se# sxA rn the TC)D alae rho praeUeafb ami guidittheVe Of StAkfi tg Ctansparrent Safety^ #ntomatser (OCW]t pubirshed by TPI and SOCA we reteresced far eneral qu+ ry" Tin 1 dehrses Ne rc*SfwsreiEark3iss anti duties of t e Truss Designer Truss Design S:MOneer and Truss Marexacluirs, unless otherwise dtefrned by a Contrate agreed aapxe in wrieng by alt pasties ue, ed. The T'rc ss Dessai Engineer is NOT the reeking cosigner er 9 rase Sertere FrrSthseer 2z De any Wild" An cearoxf,,zei terms we as deheed . TR t. .� Ca}xyrrg#rot0 2014 ProRut«t-iJr> C,ngineeeio, UC, {fret} Reproduction of this tioc:untertt. in any feeesn 1s prohobited wvsixmr# wesfean permktaiun frena PraBtavkt-G;rJ. 1,vffWNG: c ID RKHiVUbHI GjnO3S2oGTJY HSc--7nw2E9SRWpz FvEEJTevikg QshNQYWpgxuuBni0z,_V X --- ,.,------- . - .. 1.0-0 7-0-0 7-0.0 1.0.0 U8 11 2A Il 4x8 6E ..70.0 .... Plate Offsets �2-0-0 � � �PLATES LOADING(psf) SPACING- CS1, DEFL. in hoc) ildefld GRIP TOLL 90,0 Plate Grip DOL 9.15 TC 9.59 Vert(LL) -0.11 6-9 >999 240 MT20 1971144 TCDL 18,0 Lumber DOL 1,15 BC 0.45 Vert(TL) -020 6 9 >848 180 BCLL 0,0 Rep Stress Ina Yes M 0,07 Horz(TL) 0,03 2 ma n1a BCDL_ 7O Code IRC2xP 1TP12007 _(Matrix M) Weight: 4516 FT_ma0 LUMBER- BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, BOT CHORD 2x4 SPP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 c c bracing, BS 2x4 SPF No.2 WEDGE Left; 2x4 SPF No.2, Right: 2x4 SPF No.2 REACTIONS. (tb/size) 2-866/0-5.8 (min. 0-1-8),4-866/0-5-8 (min, 0.1.8) Max Harz 2=-14(LC ) Max Uplift2>-66(L 7), 4=-66(LC 7) FORCES.•tomes TOPCHORD 2-3=-918/96,3-4=-918/96 BOTCHORD 2-6=-20/621,4-6-01621 WEBS 3-6-0/291 NOTES - 1) 2) Wind: ASCE s wf . w » M heiqhts)� cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -1,60 3) Plates checked for or degree rotation about 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads, fit between the bottom 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joirifts) 2, 4. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802.10.2 and referenced standard ANSI/TPI 8) "San�rjqid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, July 7,2015 WARNiW, . please thoroc TThiy revkwv Use "r ustomats .+pkat mc+nt of ProButif Standard Tedivi Yos mandaiddh at Products" tartn Vj'd7 dDfttQ txm=etets ant grad notes on this Tess cased CinuAesg jtto) anet 4he ptJ Referersce Sheet (rev 11-14) before use .{.M en othemse stated on the -00, MIT, M Tek ineonmra pta4ms shat# be Pieai for Fh6s #t9{i fo lse vada7.. As a TRrss Desain frowtoot (d e Specrany Engineeti, Mo seat on any S" D eep e rimn an wisiptance of the gaofesscwwr9 enornsa rsng uxtoominsty tot the design of the sin& Two depicted on Use TDD him, undie TPI 1 The dinegn rrsiwra,knosing owhiMptus. zda, y and us8 of des Sus Por any ScAdwo is the res iday of the "the Yx wined a ft Soowzg C ¢s ex m the Cer�Mt of the iRC the tBC, ft kcal hu elartg code and IN I The aCaWovai of the FCkC! and any Haid croe of the Time indudwat hartdivig, sksage, inwtasation and bts shay W. F otstkACrty o�theButtdN Detaianer and Contractor At noses tet out in the TDO aN the peradi€^as ark# gtadefines of auiktang Component Safety Inkmaatsan (BCSO putaiisdatd by IN and SK A are Marooned for general gyuaiatce TPP 1 defines the aespoeraebtkteee add duties a t'he raise Desfgnin Truss pos;gat rate add Traria Mamnacrurer uri ss otherwise defined try a Coredd agived upon in vmttmg by aft patties snvcaved The Tittis ENWF n Empneer p, NOT the Buildtttg De, uvo or Toons Sys€ent Engineer _qy for any readily) ACI capfc.,tased terms an, a$ defined in spa t, ,MINE FIilNO t LC Copyright 02014 Puire a d,0rd Eng oyning, LLC, €D€J). Repmiki v&an id rest fioeraherat, Pre any foot re prohibited without written pents5sion form Ptoeo J,0eJ. 9D:RKi6V(,3bH6ZVGinQ3S2oC,-[JyKHSc-7nw2E9SRWpzvvEEJT'cv7kgsw-tIT3YXBgxuzBmO2�_VgX t ia1»Q 70.Q 1400 1800 1-0-0 7-0-0 7-0-0 1-0-0 E� 3A = 22 21 20 19 18 17 16 is 14 WO 11 3*4 7x 3XIO tl LOADING (psit SPACING- 2-0-0 TCLL 30,0 Plate Grip DOL 1AS TCDL 18.0 Lumber DOL 1,15 BCLL 0.0 Rep Stress Iner Yes BCOL TO Code IRC2009ITP12007 LUMBER - TOP CHORD 2X4 SPF No.2 BOT CHORD 2x4 SPF No,2 OTHERS 2x4 SPF No,2 WEDGE HOUR= I Scale - 1 33.O CS1. DEE in (lot-, Udell Lm PLATES GRIP TC 0,07 LL ) 400 VirytiL 13 , 120 MT20 197/144 .1, BC 0,02 Vert(TL) -0.00 13 n/r 120 WB 0.04 Horz(TL) 0,00 12 Ira ne (Matrix) Weight: 67 to FT - 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Ore purlins. BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All beatings 14-0-0, (to) -tax Herz 2-143(1.0 6) MaxUplift All uplift 100 lb or less at joints) 2. 12,19,20,21,22,17,16,15,14 Max Grav Ali reactions 250 to or less at joints) 2,12,18,19,20,21,22,17,16,15,14 NOTES - 1) Unbalanced roof We loads have been considered for this design, 2) Wind: ASCE 7-05-1 100mph; TCDL=10,$pst, BCDL=yL2psf1' lt=lfift� B -45t L=24ft; eaveat2ft; Cat, 11; Exp, C; enclosed; MWFRS (all heights); cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1 .60 plate grip DOL -1,60 3) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI I 4) All plates are 2x4 MT20 unless otherwise indicated, 5) Plates checked for a plus or minus 5 degree rotation about As center. 6) Gable requires continuous bottom chord bearing, 7) Gable studs spaced at 1-4-0 oc, 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 is will fit between the bottom chord and any other members, 10) Provide mechanical connection (by offiers� of truss to bearinft-ilate ca -table of wiffistandirillLM to u, 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 andR802,10.2 andreferenced standard ANSI/TPI 1, 12) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. July 7,2015 --'a force fat ManuffeAulad Produds'lond Von dylego parlynoblas and road notes on that Truss Deson, Draclang (TOO) and the NO lh1r:.`n rXh'1VW-(Yax T, 1� Iths) Write corwoodot phylos shall be head fet this to be enad AS a TrUSS Deign Elarnoth li 0, Spoxfoln, Erwomy•), the tells an they TOO represents an ancepanyon of the plafelSoxte4a 09coreyrng reW.Vontlyfint far the debate of the falyge Truss defected on the TOO only, undly, not I The dessin athoompbolls, too& seftlybdity and use P{cies Tnhoy tot any SuRdloa la the leSporoottify, of the Chnnn, Pus (hylau's alyrtarlZed agent w any Bul=Ooa la,, m the context of the RC, the ISC, the tenor brykang code alsooFonhIT'nMe' approyal of the TOO and any hold use of the Trust, arefudoot haregryl, sotrage, arclavation and bracerg, shao to the resporth We the SWIV9 Designer and CordTactal. AA nately sat 010 an low, TOD and the woc,fices, and gurdelows of stonvey Contractile Safety Mkonvarm flaCylb poldolned by Tot and SBCAlynt reftalaccod tot general ouklanot, TF1 I definey the eaNtorhobtNtas and dubse, of ent flow Deflooth, Truss Drt&W, Emla ewer and Truss Manufadurm voless otheryAtel defined by a Corarack barred upor, ln ohOdf; by elf pad es trehyeld Th. Truss Dolagn Engoach a NOT the Butreng Deshiner or Truss Sphert Elviefter ]qY for any butding AV eardaload Nam we as dethed of TR I Coloyidge 0 7014 Ptofeato,00 Engialtedlo, LLC, (Orh Repooducson of Vus datorcent, el any Wo, is phatbited without wMen peneddren " Ploonerrej US = 3XI0 11 4,6 = LOADING (psf} SPACING- 2-0-0 CSI, DEFL. in (too) Ideft Ltd TOLL 30,0 Plate Grip DOL 1.95 TC 0,64 Vert(LL) -0,07 5-6 >999 240 TCDL 18,0 Lumber DOL 1,15 BC 0,49 Vert(TL) -0,16 5-6 >897 180 BCLL 0,0 Rep Stress Incr NO WB 0,60 Horz(TL) 0,02 5 n/a Dal BCDL 7.0 Code IRC2009fTP12007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SPF No. 2 TOP CHORD BOT CHORD 2X6 SPF 210OF 1.8E VVEBS 2x4 SPF No,2 BOT CHORD OTHERS 2x4 SPF No, 2 WEBS REACTIONS, (ttitsize) 2=150210-5-8 (min, 0-1-15), 5-1802/Mechanical Max Herz 2=356(LC 6) Max Uplift2--123(LC 7), 5=-208(LC 4) FORCES, (to) - Max. Comp,/Max. Ten, - All forces 250 bb) or less except when shown, TOP CHORD 2-3--2195/198 BOTCHORD 2-6=-264/1716,6-16--22911716,16-17=-22911716,5-17-229/1716 WEBS 3-6-143/1714 0621274 Serf e - I AT Wbight: 73 to FT = 0% d verticaeo, Rigid ceiling directly applied or 10-0-0 oc bracing, I Row at mi4pt ROTES - 1) Whd� ASCE 7-05� 1 00loph; TCOL-1 0,8psf� BCDL=4,2psf, h-15ft; B=4511� L=24ft: eave=4ft; CaL 11; Exp C; enclosed� MWFRS (all heights), cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1 60 2) Truss ci�signed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSV`TPj 1, 3) Plates checked for a plus or minus 6 degree rotation about its center, 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. fit between the bottom chord and any other members, 7) Refer to girderis) for truss to truss connections. 5=208. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802,10,2 and referenced standard ANSIfTPl I 10) "Semkigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1154 to down and 117 to up at 5-9-0, and 389 to down and 39 to up at 7-9-12, and 389 to down and 39 lb up at 9-9-12 on bottom chord. The design/selection of such connection devicele) is the responsibility of others, 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back IS), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase- 1, 15, Plate Increase -1.15 Uniform Loads (p#) Vert: 1-4=96, 5-13=-14 NOME= AWARNING of PmentlStmodard ----- ond the CM3 ROterertce Sheet (rev 11.14) before use -them othernoto stated on the TOD, truly MoTeir mnnectto ptorm onatot be used ro yotftodn re tq onons ane n000d notes on this Truss Dmqn Damoong ITDC f, As A Them Deno Ergm, n ot. Emory Engeretni, representsme sea4 on any "ran an accepetnee Of the rolofewmat engon"ong ohawsW "My the design of the smW ft goa Tnoss de%xcted TDO only, under TPI 1, the defor, mournaseero, foadong coordee,hoo thvs Tnm for any thAthno is the oftPonsonfifty of #10 0ofror, the Cornet's "hohZed agent at the SuryJaV Des i, In The =Ahd ot Me fRC, Ore. MC, the heat building hose and TPI I The apprwal of the Tun and any Notd use of the Truss, mdwanq na"oling, st"a", instalason and Neon% shag be the re, WAY 0 #10 Ouotdng Dnothet, and Contowtor. As r1otes set out on the TDD anoJ the P'actn" sand '�:et We of Budd cornaonert Safety Infohooter. (SCSO yoUbkoeed by TPI andSOCA we Rof0horced for genera! gutdartne TPI I defines the resporneeIMm and duties of the Tnm Desxhrer. TrrhyI Destgn Ere rnnoss =='Wror unfits Otherwise defined by a Contra d athWat upon n, woorog by alf pad" joesIved The, Trams Design Entprater in NOT the Suofing De otter or Tw000 System Eoopne,, to- any ton4drg An capgahzed terms are as defewd an TPI I Reprodudefn of )tuts donturomt, m any fame, w Varebeedeateoutwetan pemeam tmm po,tkAhr0rj . ......... July 7,2015 44 LOAD CASES) Standard Concentrated Loads (1b) Vert' 6=.7154(F} 16=-389(F) 17=_389(F) WARNING - Please ihtxautlhty ramew'the "Gus eL .A i rtxen# of F'raiiaz�kt StaaMard Tamm tar` Huhu. ,rata# Pradur.Gs" iosm. Vers{y n tzars .ors and read nates on thus Tru%% 6ason C)cawnrgt tTE+tT$ ....�. and ttre iNJ tTeAnra 8heei {re^r, 17a#A) tsetore uss.Vaeasa a¢iae+s%ara stated wa fhe itJC? surly M ;Tek caornedw Pat" shat; Ore med hrr trna f[}Ck ccs t=," eatM. As at itxtaa C'tasagn Enevnaaer #i e, Speclatty F„ygexeexp, the seal on any TDO ngearenhs an aucmgfialece e4 the proiemse"he erggMeefRV respos,lfthiy for the desO of the Wngte 1 rasa dapdad cwt. the TDO +ante, urdth TP4 1 The desrgn assured tram, ka%nsn cl daumm suxtarthry and awe of ft% Trus for any thaki rg is the cttspcae-WAY ai the t?wtter, the Ow un's auf eeUed apse or the OuiWtng Dastner. M the context at the SRC the )SC, the Wat bWkherg eode W 5Pt 9 The appovat of She TM and any cietd use of the Trues, imiudmq haax#isag storage, kr aaMa"n atxt essm eg, shag os the rsaSxtt blRY 03 She 8usdrarg Desagaaetr acrd Conte0of.. AA nates set W .n OW Tilt? and tine pro trcas ar'd gu+tie<.iares mt aarttdivrg GomK,+.aarent Sata#y —11e.. ratan g8C:5#) pu#h¢shed txy T&'d antf SBCA are sefatanced Cnr rietai gu%:arrce TPI 1 defines the r silewes area dunes 01 ,he Truss L r. Truss €resign 8:aera�ee 7x11 Truss hsanufssEuser, uhl.e otherwise dt e.. kay s t:atrsvact agreed new kr Whtft day ah pixd¢nw lmo ued. Tire Tfu Do afro [rtgre . r N NOT the Bupke i8 U es+9aroes or Tsu%s System Exagvrtec+r fa as hutfd AR -m tY ane catn4atrx trims aze as definedel Tp+t s Copysvght 0 2014 Prcvtywd,00 Enda eslva LLC. MIJ) Rfallo Ildo. art this document e, any Farm m pmhtts#ed wktrazat when peaantss#tut flom Pm8wW-DJ ...._._.-m ' 4p 9? 1-0-0 2.10-12 2x4 TES - as , a , . enclosed; heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) Plates checked for a plus orminus 5degree rotationabout 3) This truss has been designed for a 10,0« . We load nonconcurrent With any other live ioads, i aa• • i a V«" a standard ANSVTPI 1. 8) "Semi-rigid pdchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. July 7,2015 M1e w theme iha N review 11- zhe efore ussar'a re.+an10r PAn thod Standied Teems rot Manufactured aAursd haft be fus item. Verisb dea�Zn tx�ramatees a+ai lead sign an tte�, h e , ggooY yDei F ' f ill and Use iirJ Raderence Shsrxt {€ma. T i -da# LwaPnxw use Urates of ae sta&ted on Use TDO, only Mao ek cotrnrociyv 4r&akes ehattr be used for ttds Dr%ta vatic} Ae a Truss Stas�n i`+tgarrerr da e . 5ped+atty raogdaseer}, the seat on any TOO reprasenis axe aaoceP#ance of 4Vso pxo osYad er�srearasrg sespar s 4or the des tato#the 57FY Ia Yxumx t'kgadttre9 an zhir+TOD of", under LPI a. The d"o axsu . bad ixt con dooms.. srigsbifdty and use of tiae 1 n xa f r ang au ur g o tt e yea . ebasy oP Chw er, U e rts x hor zad a t a he Bu kf g Clea53e e #rY the context of Sea IRC. the IBC, the ki at buOrting code and TP9 9 The aquorvaJ of the Too end any ri$kci use cd ttsc TFu051, anr9eadir tsarultuYg, sSar , r€'�saa%atua# a+rd M,s tieYg. shsYp Ira #Mia resK,ro�rtsiftiiaY nt Ills Bu DesMner slut Contractor. Alk notes sat o n, the 100 surd Ore txaoUcess and gusde3tnes of r3ut titYg 4"ompoaYsnd Sa#Wy lntatmatHNY tBCSi3 pubtkshed by TPI and SBCA are refer for gfccrerak 5tuidarrce TPI i definers. the r4sponsib aa, and d utres of the Truss Designer, Truss Design Pcrgmaer and Truss Me Of unterss o m tlefinn¢i 4 a Conned "teed upon m msteof by *A partes mvolU erd, The Tstsas n BngtriW"er Is NOT tt.e BtaTdssg rrer or TPu38 Spsdern F,rrgttrear ros any butoiref h4 &atalzB+,yed #ercttxs ate as dMmad fn fP! 1. **a ,Gl�6SN3t#r RI)W t c, Codryr�fhz 0 it8'td PeaSuakhDxJ Bar}TtnardrwYp.ILf iC)rb3 FYeprcxhxtiurt of this document, in any tam, is rudhl4z"ksxi w?thouY un3ttan p049TXiasMbh team PiaCiu3k!-rfr,V. 12 .. LOADING (psh SPACING- 2.0-0 CSI. DEFL in Qoc) Udell Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0,07 Verbl-L) -0.00 7 >999 240 MT20 197(144 TCDL 18,0 Lumber DOL 1.15 i BC 0.03 Vert(TL) -0,01 4-7 >999 180 SCLL 0,0 * Rep Stress Incr Yes WB 000 Horz(TL) 000 2 We We BCDL 7,0 Code BRC2009JTP12007 (Matrix M) Weight 8 lb FT - 0% LUMBER- E3 A tNG._,, ...._ __-- .- _-_.v_ _..-__. _... .__ _._.._-�-.�_-_ _ry TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 2-10-12 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9611glechanical, 2-285%0-5-8 (min. 0-1-8),4=26/Mechanical Max Herz 2=76(LC 7) Max Uplift 3--20(LC 7), 2=-32(LC 7) Max Grav 3=96(LC 1), 2=285(LC 1), 4=39(LC ) TES - as , a , . enclosed; heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) Plates checked for a plus orminus 5degree rotationabout 3) This truss has been designed for a 10,0« . We load nonconcurrent With any other live ioads, i aa• • i a V«" a standard ANSVTPI 1. 8) "Semi-rigid pdchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. July 7,2015 M1e w theme iha N review 11- zhe efore ussar'a re.+an10r PAn thod Standied Teems rot Manufactured aAursd haft be fus item. Verisb dea�Zn tx�ramatees a+ai lead sign an tte�, h e , ggooY yDei F ' f ill and Use iirJ Raderence Shsrxt {€ma. T i -da# LwaPnxw use Urates of ae sta&ted on Use TDO, only Mao ek cotrnrociyv 4r&akes ehattr be used for ttds Dr%ta vatic} Ae a Truss Stas�n i`+tgarrerr da e . 5ped+atty raogdaseer}, the seat on any TOO reprasenis axe aaoceP#ance of 4Vso pxo osYad er�srearasrg sespar s 4or the des tato#the 57FY Ia Yxumx t'kgadttre9 an zhir+TOD of", under LPI a. The d"o axsu . bad ixt con dooms.. srigsbifdty and use of tiae 1 n xa f r ang au ur g o tt e yea . ebasy oP Chw er, U e rts x hor zad a t a he Bu kf g Clea53e e #rY the context of Sea IRC. the IBC, the ki at buOrting code and TP9 9 The aquorvaJ of the Too end any ri$kci use cd ttsc TFu051, anr9eadir tsarultuYg, sSar , r€'�saa%atua# a+rd M,s tieYg. shsYp Ira #Mia resK,ro�rtsiftiiaY nt Ills Bu DesMner slut Contractor. Alk notes sat o n, the 100 surd Ore txaoUcess and gusde3tnes of r3ut titYg 4"ompoaYsnd Sa#Wy lntatmatHNY tBCSi3 pubtkshed by TPI and SBCA are refer for gfccrerak 5tuidarrce TPI i definers. the r4sponsib aa, and d utres of the Truss Designer, Truss Design Pcrgmaer and Truss Me Of unterss o m tlefinn¢i 4 a Conned "teed upon m msteof by *A partes mvolU erd, The Tstsas n BngtriW"er Is NOT tt.e BtaTdssg rrer or TPu38 Spsdern F,rrgttrear ros any butoiref h4 &atalzB+,yed #ercttxs ate as dMmad fn fP! 1. **a ,Gl�6SN3t#r RI)W t c, Codryr�fhz 0 it8'td PeaSuakhDxJ Bar}TtnardrwYp.ILf iC)rb3 FYeprcxhxtiurt of this document, in any tam, is rudhl4z"ksxi w?thouY un3ttan p049TXiasMbh team PiaCiu3k!-rfr,V. 2 LOADING (Pat) SPACING. 2.0-0 C51. DEFL in (toe) Well t.ld PLATES � GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 402 4-7 >999 240 MT20 197/144 TCDL 18.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0,05 4-7 >999 180 BOLL 00 " Rep Stress Incr Yes WB 0.00 Horz(TL) 0.00 2 stile n/a BCDL 7.0 Code IRC2009f Pt2007 (Matrix -M) ---- Weight 15 to FT = 0% LUMBER- BRACING... TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=1941Mechanicaf =46510-5-8 (ain. 0-1-8),4=42/Mechanical Max Horz 2=123(LC 7) Max Uplift 3= 43(LC 7), 2= 30(LC 7) Max Gran 3=194(LC 1), 2=465(LC 1), 4=74(LC 2) FORCES,forces TOPCHORD SOT CHORD 2-4-13511053 NOTES - 1) 100m, ♦ w degreeheights); cantilever left and right exposed; end vertical left and right exposed,- Lumber DOL=1,60 plate grip DOL=lU 2) Plates checked for a plus or minus 5 3) This truss has been designed for a r psf bottom chord live load nonconcurrent with any other live load fit between the bottom w wr other 5) Refer to t w - for truss to truss connections, withstanding6) Provide mechanical connection (by others) of truss to beating plate capable of standard7) This truss is designed in accordance with the 2009 International Residential Code sections R502A 11 and R802, 102 and referenced ANSIfTPI 1, 11) 'Semi-rigid pdchbreaks with fixed heels' Member end fixity modelused in the analysis w design of this truss, July 7,2015 WARNING - mm asn thoroughly re*roew ihaz "Cus<4omer'sedgemi & F'rx+$wStt Staredvarxi Terms ea,Marncfadursd PW",farm vcm9v desgn paranarotars and read Hides On#Mc& TRW Ctieai�n Ctiea ' {7C3iTt a �i £ e "NJ ReBete ca Sheen frau 4 t-idd be7o e use mems oft e s ata on the Ti)D. do y hf Yak a mad w q�a3es aha to us «S Mr tM s f t to b« v a d. Aw 3 use rs Neer ji _ she. �y Et The sea! on any Too mpresents an Acceptance of the prefessurnai en p ening r "My for the de n of the s Terse dewed an the TDD oMy, under TPt t. The des ateeong ont +V ' ns,. suitawAy use of rm Truss to, any dtn9duV Ps the respansabdRy of ery ovorer, the Chynera wghodze¢5 apcnt W the Efu ding Des mer, nthe ewntaxt of t#to trtC the t8C, he rent budding code awJ TPI S The approve( of the TDO and any fiew tma of the Ows, intdudnrg hanotuey} storage, ostmabM and teA„^mg_. atMA t* the eesPsnsttattty o the Bus¢iarg Doomf and CoOtf ader. AN notes set oW m the TOO and the pctactsaes and gustlsrRees W aitsdtmg Cmmt +tent SeEetp 7tt tie"rrs (BCte) puddshed by TM and SBCA are referenced fat rNne,at guatance. TPI 1 defines the rr sp¢xresi#ktPiFes arzt dutdes of the Twas i,Re g ser, I hm, &ieratyn Er racer and 7ruws Manufso-tduac^. aaaaicas otheavrtse OePined by a Cmd'KI agsayd aepan M o-wtbro try 80 part err ke oNed, The Truss e Eryyineer es NCtS the BusRducg C3v*sagaeasr as Tres Systm, Eftganeea _47wu tar any bua0ft AU capttakted twms are As defe ed m TPI # % Copyrght 0 2014 Praftre a -Carl Em,v eenrrg LM tD JS ttetxt.., x7whm 01 thea .. m arty form, m proNteted wehma meter, p,,r etsym from pro8wid,00 REACTIONS, (tbfsize) 2=20910-5-8 (rein. 0-1-8), 4=-51Mechanicat, 3=27/Mechanical Max F orz 2=63(LC 7) Max Uplift 2=-40(LC 7), 4-5(LC 1), 3= -$(LC 4) Max Grady 2=201 (LC 1), 4-12(LC 2), 3=27(LC 1) FORCE& (to) -Max, Comp,/Max. Ten. -All farces 250 (Ib) or less except when shown. Weight: 5 lb FT = 0% BRACING- TOPCHORD Structural wood sheathing directly applied or 1-2-1 on purfins, BOTCHORD Rigid calling., d or 10-0-0 oc bracing, NOTES- 1) ASCE tr a xenclosed; «hts): cantilever left and right exposed � end vertical left and right exposed� Lumber checked2) Plates for a plus or minus 5 degree.:about 3) This truss has been designed for a mO psf bottom chord live load nonconcurrent with any other live loads, 4'4 * This truss h +- r « « a rx.. 11Yr x xa ♦: «a •, x. # # « betweenfit bottom and any other members, 5) Refer to x for connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jointle) 2, 4, 3, 7) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802,10,2 and referenced standard «a pitchbreaks with fixedheels"Memberend fmodel e. analysis x«. sign of this truss, July 7,2115 he Icaha thnsau et t review }leer Woof e owhet stated te d rc, The TDO, onty Terns Wr pea awes hoe be need Perm Varittyy de to b �aead ttx and read rndrn n tiers Trews y Enfi rg iTi.RT1p arn�3 tfta f3rJ fFefrrerere �tsrek (rev 1 -14! before una.}1Ne&s cdh dtatea nn the TCip an#y hdiTek cnne+ector pta¢an shaft tta uned for div's DO to trr valet. A,s a Trus Design Engtnaar {t a . Spaeaasy Ctrguaarx),. the sea{ many TDO represents err aceeFrancr, of the {atatassrorca# es mftOldf f : W nSibaty for the desein of the selgte Three depotted est the TOD my, un et TP# i 7'hr deson ansumptiorss, &sadiug corre&tmns, sctaakritdty and lana of ttss Truss far any BeWdosg is the naapaares3'#xEt#y of the r. the fs authorized agent os the Buhr s Ci�sq�nee rn #rte co;aezt trot }he 6PrC. the tE3C, the Ioco-E bta&,kng e ." TPk i Tttr ap¢tro*faX of the TDD asasi any feskf use of the Ttvsa dndsM,r hasfrN£rwg, storage, a?atyAw na and bawrc shay two- the fes troy Inv, Burtaing Dereoner and Connector,attics t notes set OafairC e too and the F� caico-s aced guMettnen ,Pa'renk EiaBePy {irtcxmahu^ra €BCSI} publystted by TPI and SOCA are referenced kir gw.rraraf guidance TR 9 loathes. the r uss Deaffner. Trsans Cleaign PapTeauer a,>ri 103:2.1".01m,t, utatasa otherorase tlefanasd by a Coldrac4 agreed upto o, Oeteng by aft parted, tauotved The Trvss Dawn regy .r e NOT the SufNttttg Elf, , or or dekzss syetan, Engaaeer ilk for any buiuing An capitataed terms are as cleftedyl TPI t.. CoCyrwgiN 0 2014 F'res$uis#-Dr,i Ewtgrnrarang, i,.t.>;;.. (DrJ). RaCxod - n of this dacexmrat in any Poem or racahakHcd vfifhzxit writfsn permrssian fmster Prnauil4,CNJENGINMINSt, 30 m a ., :[TEFL.. .; :_.Ud LOADING (psb � SPACING- 2-0-0 I.N� in (hoc) € ell TOLL 30,0 Plate Grip DOL 1.15 t TG 0.07 Vert(LL) 0.00 7 >999 240 TCDL 18.0 Lumber DOL 1.95 l BC 0.01 Vert(TL) 0.00 7 >999 180 BCLL 0.0 ` Rep Stress incr Yes WB 0.00 orz(TL) -0,00 3 n/a nta BCDL 7.0 Code tRC2009fTP12007 (Matrix -M) REACTIONS, (tbfsize) 2=20910-5-8 (rein. 0-1-8), 4=-51Mechanicat, 3=27/Mechanical Max F orz 2=63(LC 7) Max Uplift 2=-40(LC 7), 4-5(LC 1), 3= -$(LC 4) Max Grady 2=201 (LC 1), 4-12(LC 2), 3=27(LC 1) FORCE& (to) -Max, Comp,/Max. Ten. -All farces 250 (Ib) or less except when shown. Weight: 5 lb FT = 0% BRACING- TOPCHORD Structural wood sheathing directly applied or 1-2-1 on purfins, BOTCHORD Rigid calling., d or 10-0-0 oc bracing, NOTES- 1) ASCE tr a xenclosed; «hts): cantilever left and right exposed � end vertical left and right exposed� Lumber checked2) Plates for a plus or minus 5 degree.:about 3) This truss has been designed for a mO psf bottom chord live load nonconcurrent with any other live loads, 4'4 * This truss h +- r « « a rx.. 11Yr x xa ♦: «a •, x. # # « betweenfit bottom and any other members, 5) Refer to x for connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jointle) 2, 4, 3, 7) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802,10,2 and referenced standard «a pitchbreaks with fixedheels"Memberend fmodel e. analysis x«. sign of this truss, July 7,2115 he Icaha thnsau et t review }leer Woof e owhet stated te d rc, The TDO, onty Terns Wr pea awes hoe be need Perm Varittyy de to b �aead ttx and read rndrn n tiers Trews y Enfi rg iTi.RT1p arn�3 tfta f3rJ fFefrrerere �tsrek (rev 1 -14! before una.}1Ne&s cdh dtatea nn the TCip an#y hdiTek cnne+ector pta¢an shaft tta uned for div's DO to trr valet. A,s a Trus Design Engtnaar {t a . Spaeaasy Ctrguaarx),. the sea{ many TDO represents err aceeFrancr, of the {atatassrorca# es mftOldf f : W nSibaty for the desein of the selgte Three depotted est the TOD my, un et TP# i 7'hr deson ansumptiorss, &sadiug corre&tmns, sctaakritdty and lana of ttss Truss far any BeWdosg is the naapaares3'#xEt#y of the r. the fs authorized agent os the Buhr s Ci�sq�nee rn #rte co;aezt trot }he 6PrC. the tE3C, the Ioco-E bta&,kng e ." TPk i Tttr ap¢tro*faX of the TDD asasi any feskf use of the Ttvsa dndsM,r hasfrN£rwg, storage, a?atyAw na and bawrc shay two- the fes troy Inv, Burtaing Dereoner and Connector,attics t notes set OafairC e too and the F� caico-s aced guMettnen ,Pa'renk EiaBePy {irtcxmahu^ra €BCSI} publystted by TPI and SOCA are referenced kir gw.rraraf guidance TR 9 loathes. the r uss Deaffner. Trsans Cleaign PapTeauer a,>ri 103:2.1".01m,t, utatasa otherorase tlefanasd by a Coldrac4 agreed upto o, Oeteng by aft parted, tauotved The Trvss Dawn regy .r e NOT the SufNttttg Elf, , or or dekzss syetan, Engaaeer ilk for any buiuing An capitataed terms are as cleftedyl TPI t.. CoCyrwgiN 0 2014 F'res$uis#-Dr,i Ewtgrnrarang, i,.t.>;;.. (DrJ). RaCxod - n of this dacexmrat in any Poem or racahakHcd vfifhzxit writfsn permrssian fmster Prnauil4,CNJENGINMINSt, IU�KKHtVUbHIZVGInQ3S20G'TJyKHSC-XMbBsAUJpkMUmhyu8iSqMJ417vUZilo6erCrmjz_,VgU ----------- B99113MMEM N� LOADING (PSOSPACING- 200 CSL KIWI, 30.0Plate Grip DOL ; ,;5 TC 0.07 TCDLLumber DOL 1,15 BC 0.03 BCLL 0, - Rep Stress Incr Yes WB tim BCDL 7,0 Code IR02009rrPI2007 I (Matme-M) LUMBER - TOP CHORD 2x4 SPF No2 BOT CHORD 2x4 SPF No,2 REACTIONS. (iti/size) 3=99IMechanical, 2-258/0-5-8 (min. 0-1-8),4-26/Mechanicai Max Herz 2=96(LC 7) Max Uplift 3=-28(LC 7), 2-22(LC 7) Max Grav 3=99(LC 1), 2=258(LC 1), 4=42(LC 2) FORCES, (to) . Max. Comp,/Max, Ten. - All forces 250 (to) or less except when shown. DEFL, in (toe) Wall Lid PLATES GRIP Vert(LL) -0,00 4-7 >999 240 MT20 1971144 VerhTL) -0.01 4-7 >999 180 Horz(TL) GDO 2 n/a No Weight: 8 to FT = 0% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-8-1 oc purfins, BOTCHORD, Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Wind: ASCE 7-05; 100mph; TCDL=10,8psf; BCDL=4.2psf,, h=15ft; B=45ft; L=24ft; eave-4ft; Cat, If; Exp C, enclosed� M�WRS (all heights); cantilever left and right exposed; end vertical left and fight eyfposed� Lumber DOL=1.60 plate grip DOL=1,60 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) This truss has been designed for a %0 psf bottom chord live load nonconcurrent with any other live toads, V4, xfvp_4#�f, 1 1 1 . I 4*01t-eflit fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joind(s) 3, 2. 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 I I and R801 10.2 and referenced standard ANSlfrPI I L 8) "Semi-rigid pitchbrealle with fixed heels"Member end fixity model was used in the analysis and design of this truss, July 7,2015 AWARNING, Moose t Mft= ametem "lead Oles, on the Trufoa Desqn, Drowns (N301 11,14! becre use Uniess othenotte stated on the Too, " KTek wMedo, phates shall be used et to. %Af As a Tms Offsen Erstleffe, (I e, Slyhclalo Enttrhhvy, the, seat On any TDDomIftents an ameptanm of the Pmaynewat thamellOng responsbally for the dessn of the skySe I russ defected on the TDD only, unfill, TFO I The dowp asurntseuts, kneklef condAken, I t, Sultatelo' Md use Of this Tessa far MY BlhfdVV M the ImmyntAbee, Of the 0—t the Owyel's authodred ap"t of the SUM= DeVyInta, in the conteld of the lRC, the IBC, fee Naas!blailYng oody, and re 1, The aprywa$ of the TDD and ld corn feo, oTrus #. the T, ked0diltv handing, seraffe, hti6lamyn she! btaaq, shat! be the ftpo bety of the SuAdIng Deepef and Contlador Alt crony; leh W in the TOD and the 11COemOnele Solely WOMMon (SCV) pudIshed by TPI and SOCA we reorenced for genaraffeukfance TPI I definas tfn,,onaon%4aMdnl and duinyt, of the Truss neArfoef, Thoys ,h.11OM __ 'ofess othwh4so defined by a Contract Weed upon fn vadfnet by left pa"" inefeved Thr Twn Dosqof Enteo", n NOT the Suiidg Nodper or Tha,% System Etel ftf any buitlos; Ali capaatved terns or, do defieled in TPI I COPY19MO 2014 P,offld-00 EnstomfoV, L1,C, Mnl� Relyrodwbo. of Yfoh' do4o'noe"L "' shy NyM1 ts PoNbAed Mhoul -Menrytemnoamn hom PmoundD0 ENGINEERMt, x 4-2-1 Scale - 1:19.7 NOTES - 1) Wind. ASCE 7-05; 100rmph; TCDL=10.8psf; BCDL-4.2psf; h-15ft; -45ii: L=241L cave-Af€ie Cat. 11; Exp : enclosed, MVVFRS (ail heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any anther live toads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the: bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 3, 2. 7) This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.3 and 8802.10.2 and referenced standard ANSVTPI 1, 8) "Semi-rigid pdchbreaks with faxed heels" Member end fixity, model was used in the analysis and design of this truss. July 7,2015 rvtrvv ,. rrcast rncu®ugnay rovvea+me "i~ustcunerS stcxn mront of t�roBcard 5831edold I'll" feu MantrSatdured €>rod f- rave Vertfryy dielign parameters sous read notes an Ohs Irmo D"oto prauring {'TDD) and Eyre DIJ ReAaret9� Sheri iray. Y 9.14) before ttsa i7nte5:a aUtetweso Mated on the f Fars, ontp NnTek Corinesior states Shang be to, th4s'tDO to be vWxt, As a I'loss Dositin thOreter (Ce- 5peciaa#y rnooee;, Vat Jest on any TDD represents ata atttafstarnx rst the ixnf+xawonad er fneCniag reSpcntsttaNty dnr dha dasatyn od the Smgte TnP.N$ depicted on the TDD only.. umms Tfo 1 The seats, fteu iphons toading c and sant SatrtMbStlty and use cf this Tvuss for any 8u4duyg rs Ikrs reSptmsitah4y ea the !;Await. tine C7wrw7s aultwz'naed int or the &3wkting PaSrgster, 4n ft awe&ext of the IRC, ttus f8C the local tx dAtt code and TPP S The ap}x'ovai u6 the T DOD arnd any tical trcre o{the Srass. inc°Sudaaeg hanufiaag. staragme. rrcataNaC42tn e;cet trot2cuy3, shad btr the rsrePanstEdarty of ohm EW#dmr; Designer W d Ci ntractear Ax routes sat aW in the TOO and the pracricee axed g+at104no% zx Reaidzng CrerfOnsat 5aRAY Ink-eWhOn iaCSIy pulsneined by TPI and SBCA ate sennenced rot �norat guelance Tdar i meters the hyspor mbWors and dut" of the Truax DesiDner, r,ta n: Conegn E Veneer arced Tress FManaefactum, undaas gtlterwrse definer! try a Cot t ad agreed! a n —ung by ae panxis the recd. The Tn.nss Dinistre Ethn ear is NOT ttte Budfdatg Dsesstnr to Trusts System Engineer tar any eeInset M eapdaized !errs are as <tetme€f rn TPI 1, y' rt,: e Cxpyi�ht 0,1014 PtoButki-iM',9 Et3gdnPi:YYYKj, UC, (CiTu} REpPtldtntH}n of Ekt1a di}a'i}inirnt. In any faxvrl, a tY'ohit%i#ed tmait Ma'428n pef?tarF`Satkn from Pro?iudk3*Drl!U7. a.p-f3 3x4 -' __p.M 421 LOADING (psi) SPACING- 2.0-0 CSI. DEFL, in hoc) Itdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1,15 TC 0.22 Vert(LL) -0-02 4-7 >999 240 MT20 9971144 TCDL 18.0 Lumber DOL 1.35 BC 0.13 Vert(TL) 404 4-7 >999 180 BCLL 0.0 Rep Stress Ince Yes WB 0,00 Horz(TL) 0.01 2 nra mist BCDL 7 0 Code IRC2009rrPI2007 (Matrix -Art) Weight 12 tb FT = 0e LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purfins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Itslsize) 3-365IMechanical, 2=33410-5.8 (min. 0.1.8). 4=49JMechanfcal Max Horz 2-131 (LC 7) Max Upffft3-•47(1-C 7),2=-1 I(LC 7) Amax Grav 3=165(LC 1), 2=334(LC 1), 4=70(LC 2) NOTES - 1) Wind. ASCE 7-05; 100rmph; TCDL=10.8psf; BCDL-4.2psf; h-15ft; -45ii: L=241L cave-Af€ie Cat. 11; Exp : enclosed, MVVFRS (ail heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL =1.60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any anther live toads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the: bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 3, 2. 7) This truss is designed in accordance with the 2009 International Residential Code sections 8502.11.3 and 8802.10.2 and referenced standard ANSVTPI 1, 8) "Semi-rigid pdchbreaks with faxed heels" Member end fixity, model was used in the analysis and design of this truss. July 7,2015 rvtrvv ,. rrcast rncu®ugnay rovvea+me "i~ustcunerS stcxn mront of t�roBcard 5831edold I'll" feu MantrSatdured €>rod f- rave Vertfryy dielign parameters sous read notes an Ohs Irmo D"oto prauring {'TDD) and Eyre DIJ ReAaret9� Sheri iray. Y 9.14) before ttsa i7nte5:a aUtetweso Mated on the f Fars, ontp NnTek Corinesior states Shang be to, th4s'tDO to be vWxt, As a I'loss Dositin thOreter (Ce- 5peciaa#y rnooee;, Vat Jest on any TDD represents ata atttafstarnx rst the ixnf+xawonad er fneCniag reSpcntsttaNty dnr dha dasatyn od the Smgte TnP.N$ depicted on the TDD only.. umms Tfo 1 The seats, fteu iphons toading c and sant SatrtMbStlty and use cf this Tvuss for any 8u4duyg rs Ikrs reSptmsitah4y ea the !;Await. tine C7wrw7s aultwz'naed int or the &3wkting PaSrgster, 4n ft awe&ext of the IRC, ttus f8C the local tx dAtt code and TPP S The ap}x'ovai u6 the T DOD arnd any tical trcre o{the Srass. inc°Sudaaeg hanufiaag. staragme. rrcataNaC42tn e;cet trot2cuy3, shad btr the rsrePanstEdarty of ohm EW#dmr; Designer W d Ci ntractear Ax routes sat aW in the TOO and the pracricee axed g+at104no% zx Reaidzng CrerfOnsat 5aRAY Ink-eWhOn iaCSIy pulsneined by TPI and SBCA ate sennenced rot �norat guelance Tdar i meters the hyspor mbWors and dut" of the Truax DesiDner, r,ta n: Conegn E Veneer arced Tress FManaefactum, undaas gtlterwrse definer! try a Cot t ad agreed! a n —ung by ae panxis the recd. The Tn.nss Dinistre Ethn ear is NOT ttte Budfdatg Dsesstnr to Trusts System Engineer tar any eeInset M eapdaized !errs are as <tetme€f rn TPI 1, y' rt,: e Cxpyi�ht 0,1014 PtoButki-iM',9 Et3gdnPi:YYYKj, UC, (CiTu} REpPtldtntH}n of Ekt1a di}a'i}inirnt. In any faxvrl, a tY'ohit%i#ed tmait Ma'428n pef?tarF`Satkn from Pro?iudk3*Drl!U7. a.p-f3 I 1-0-0 44-14 3,7-2 2X8 = 3A = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 30.0 Plate Grip DOL 1.15 TC 0,18 TCDL Wo Lumber DOL 1,15 BC 0.25 BOLL 0.0 Rep Stress Incr Yes M 0,14 BCDL TO Code IRC2009rrPI2007 (Matrix -M) DEFL. in (Ioc) Wall Ltd PLATES GRIP Vert(LL) 409 5-8 >999 240 MT20 1971144 Vert(TL) -0.19 " >504 180 Horz(TL) 0,01 5 n/a We LUMBER- BRACING - TOP CHORD 2x4 SPF No2 TOP CHORD SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No,2 BOT CHORD NEACTIONS, (lb/size) 2=557/0-5-8 (Min. 0-1-8),5=403/Mechamcar Max Harz 2=183(LC 6) Max Up4fft2--43(LC 7),5-31(LC 4) FORCES. (to) - Max, Comp,/Max, Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-673164 BOT CHORD 2-5=-711814 WEBS 3-5-444/92 Weight: 29 fti FT = 0% end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing NOTES - 1) Wnd� ASCE 7-05� 100mph; TCDL=10,Bpsf,, BCDL�4.2pst h=15ft; 8-46ft� L -24t eave=4ft; Cat, lf� Exit C: enclosed; MWFRS (all heights)� cantilever left and right exposed; end vertical left and fight exposed; Lumber DOL=l BO plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, al Vi 2*'#VWnW M—m—nam-TRIYOM WIf- G - 4 -im,37 "D - j th`;Vtd~� fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, S. standard ANSVTPI 1. 8) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the anatysis and design of this truss, Fra,sethe'a eV R fe � =Vhtl�y, inview the Anderl Vinet wrwar, panurrete's ws3noid sauces on this Tons design Devying jD0 O. Ws. used Nfirek connector Plates craft As. Mr ther 00 Is be -,ed As a Trues Des* ErDar", it e, SperoaRy Enqlywff). bky for the carer, of the teefe Truss derided an the TDO ority, under I FAI i The desgar assu"fims 'QadWV conditions, OWS MArenXed art, At or the soHIM De..Ktaw in the ow4ext of the fRC the IBC Ow Mcal buddow, code andMeT Fq I The arre0sai of the TDO and any fWd Uge of Me Trusemchurre narrators, stmage. Instagatori and bracing, shal te the msponsibRfty of the DesyAmc and ConVackA, I A# WeIs WA oulm Are TDO and the pracbees XW gwoot'" Of eWsearg cornpWmert Safety InkhROWn (SCSt I PUbhshad by TPI and SOCA are re formood to, general gradanne, TPI I defiocir AM and OA*% of the "truss Cieaqluo. Truss Dnir Froinot and TIM$ Manufactuhn, unless w1whoSe den -ed biIa COMad agneed UFX- 01 "VAQ by a# cartes moryed The Trace Nsqn E.6-ee, Is NOT the BuNchng De"ner as Truss Systen, ENfree, fo, any bAddisn; Ail capdarDed feures we as defyord rn TR I CopyrrgW 0 2014 NoBuddrDo E ntgneenrat, LLC, ([y,t) ReprodW ion of ths docurneor, to any form, ispohibled wVW eraften percussion Stern PvAWW-00 July 7,2015 7600 A old 3 2014 Mil ek industries ter, Tue IDRKHIVGbHIZVGjiiO3Su2oGTJyKH$c-OY974 Vxa2ULNrX4iSx' 4.8-14 2x4 if 3x5 '= Ell LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Ved(LL) -0,02 5-6 >999 240 MT20 1971144 TCDL 16.0 Lumber DOL 9.15 SC 0.49 Vert(TL) -4.06 5-6 > 180 BCLL 0,0 " Rep Stress Incr NO VW 0,33 Horz(TL) 0,01 5 nda n1a BCDL 7 0 Code IRC2009TTPI2007 (Matrix M) Weight: 36 to FT = 0% LUMBER. BRACING. e.w......__„___.._._r..._ TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals, BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib size) 2=573/0.8-3 (min. 0.9-8), 5=7821Mechanical Max Herz 2=205(LC 4) Max Upff12=-48(LC 7), 5=-67(LC 7) FORCES.. (Ib) - Max. Comp.iMax, Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-81610,4-5=-392/81 BOT CHORD 2-6 -626733, 5-6=&62!733 BS 3-5-761172 NOTES - 1) Wort: ASCE 7-05; 100mph; TCDL-10,8psf; BCDL=4.2psf,, h=15ft; B=45ft; L=24ft" eaveaefft; Cat. ll� Exp C� enclosed; MVVFRS (all heights); cantilever left R right exposedand right exposed;t grip 2) Plates checked for fitus or «.ree rotation about 3) This truss has been designed for a 10O psf bottom chord live load nonconcurrent with any other live loads, fit between the bottom 5) Refer to girder(s)for e truss connections, Provide«.. connectionof bearingof withstanding 100 la uplift at joint(s) 2, 5, standard7) This truss is designed in accordance with the 2009 international Residential Code sections R5021 1 I and R802. 10.2 and referenced x 8) "Semi-rigidmodel T analysis R design ' section, loads applied e the face of the truss are noted as front r. LOAD CASE(S) Standard 1) Dead + Roof trove (balanced): Lumber increase=i.15, Plate Increase= 1.15 Uniform Loads (off) Vert: 1-=-96 Trapezoidal Loads (pif) Vert: 2=0(F=48, B=48) -to -4=-224(F=-64, Brn-64), 7=0(F=7, B=7)-to_5--33(F=-9, 8=-9) WARNING - treads OsAedshty Wynne the "C is Acknoweexiament of ProSaMd Stanched Teerud ks A4mmaduead Pradueft" Putin Verr'Py desgn pan neeten and rears notes on thea Tfuse, Desgri DIteeng JTDC ars! tine C;tJ Refereaxxe Sheet (rev 14•.54} Were use:U m stated ata tate TOO, on#y shTek edor Plates %half Pae used Par 4h+s 'r0D to bre vatai. Aa a Truss n F+mOo-rracs (6.e . S�Sctalty Erru#uree: ), the seat on any Tt7C3 ndoessents an acerafaance of the plOfiftskrnsl eerCeneORna fe5lartselfieleY 10I 010 desgn of the %ang?e Tnao doweled €xn the TCDD onty .nder TPI 9 Sha drrsgtr assum 'ry; _ trans, weAtrafty and use most, Trass to, wry aaakf n g is the r Cordy of the r. the Ova et's authastze& vent or thea nuiukeg 00%yrna, as the contest of the IRC, the IRS, the testa butidtAg code ars! TPI 1 the aptoorat of the Too :and any fend use to the Tnod, ulddudost hardest, Mora", mstaaBahan aid hraruq "no be, the respolon uy of the 5.9dirrg Oesgres sad Cca lowyor. AN WNS Set 01A rn the TDD sort the releases and guxe dares oreurldGng Cormpneot Safety infOn satka (SCSif Fssrfshod by TPI and SOCA we refeereed toe gene or guuaame Not 1 de!¢ner. the rest mseskres and rtrusel of the from ' nee Truss Desqn E rapneer and 5 ruas fismuetuture, doods osa ssese defined try a Cenuris agreed W in offmng by ail planes inootved. The Truss Doeler ElV;rte s Ie NOT the R erd mf De"ner or Trus System Ercginter ex any buakteaq_ As rapitara nat t edea we as defined in TPI Y. Corayr N10 2014 PtoRUWz DIJ E»gkase i g, LLC. {Cs d Rep;oductkxs of thts document. ,n any rrxm s poriebied won wYt sruden permission from Pxocnawroj July 7,2015 94 I — q -W-4 41/1111, 4-1-12 4-10-4 1-0-0 U4 = IZE� LOADING (psf) SPACING- 2-0-0 TCU. 30,0 Plate Grip DOL 1,15 TCDL 180 Lumber DOL 1,15 BCLL 0,0 Rep Stress met Yes BCDL 7.0 Code IRC2009frPI2007 LUMBER - TOP CHORD 2x4 SPF No,2 BOT CHORD 2x4 SPF No.2 WESS 2x4 SPF No,2 WEDGE gl� I CSI. DEEFL. in (1oc) Udell Ud I PLATES GRIP TC 0.26 Vert(LL) -0.13 8-14 >999 240 MT20 197/144 BC 0.44 Vert(TL) -0,28 8-14 >809 180 WE 0,26 Horz(TL) 004 6 n/a We (Matrix M) I ti'Veight: 72 lb FT = 0% ---------------- BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins, BOTCHORD Rigid ceiling directly applied of 10-0-0 oc bracing. REACTIONS. libysize) 2=114110-5-8 (min,0-1-13),6=114110-5-8 Max Herz 2188(LC 5) Max Uplift 2=-78(LG 7), 6--78(LC 7) FORCES(lb) -Max. Comp,/Max, Ten, -All forces 250 (lb) or less except when shown. TOPCHORD 2-3-1480/118, 3-4-1083/131, 4-5=-1083/131, 5-6=-1480/118 BOTCHORD 2-8-69/1139,6-8-2311139 WEBS 4-8-561628, 5-8=-447/121, 3-8=-4471121 NOTES - 1) Unbalanced root live loads have been considered for this design, 2) Wlnd� ASCE 7-05; 100mph; TCDL=10.8psf' BCDL=4.2psf; h=15ft; B=45ft; L=24ft: eave=tlft� Cat, 0; Exp C; isnzktsed� MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber D0L=1 SO plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live foads fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 to uplift at joindti) 2, & 7) This truss is designed in accordance with the 2009 Internationsit Residential Code sections R502,1 1.1 and R802.10,2 and referenced standard ANSVTPI I 8) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, July 7,2015 ,&WARNING Verify dettgn paral0e, sed read none on free lam Des9r, Davelot pTDD) end the 01J RefelenCe Anton (ICN, 11,14p before uIie UnIess fhhgated on the TDO, got Wtek oom*mr Nato 5113A W used W M IDD tot* V.14 Asa TIM Cheep EVneel h e, SpeciaNy Eftageel), the twal on any 'TODrepresents w aceeptonm of ft esponsighty ry the detWgh of the Wngte Tam depicted on the TDO o0y, under TPP I snAabOy VW use of this: Tnes to, any Sv4dex; t% the 'esponsibuy of the Ohnth, the om*rs suttwugd agent In the Bwumg D"ger, In the wgex6 of the IRC, the MC, the ocat bu*kV Wde and Tot I The attiodwal of the TOO and any fie1d use of the Truee iWe,, WOVItandvet %t*rxqe#a§ahmwotxackV, shal be there",osk0yo the, and Cootraotor. AN whe, set oet in the TGOaM the and quevapes of 8,ow.9 emponentsatety Informahon iSCSf) pubdishod by M and SOCA are relen000d =Ih I def nes the 1.en1'4IbI1.11:'�.1ndd111ft 0�1"1111 Ir Des" 'geh , e te�p; Tms f9tate, And Tress Manufalhool, .—s othe-ise defined tv a C.Nracl GxeW Upon In wftV by ag Pathos, T n enoinw'f is meor for any buOdInq M oNxt8fired Rome ale as doreed h, TPI I CopyfQhl 0 2014 ftS.Ad-Ont Eognewng, LLC, (DJ� Roixoducbon of teo, doeument, in ahy Vem, Is WOMAed thanl Mitten pennWtow tone Puetwehroj Creeksyle t QU0 H000a, Ran 1A City- cmntrtasi Supported Gafthe t k I � ----------- lm.Rg ju,co 7,600s(y 1D.RKHtVGbHIZ.VGjnQ3S2oGTJ, 9-6-0 ------- 4A 19 EMMM Jud 07 09:00:012015 Page I ARj9NdA7DmZP59hyRcz_Yg! t0-0-0 Syshf, 1,43 9 U4 26 25 24 23 22 21 20 19 18 17 16 3A SX6 __ LOADING (PsQ SPACING- 2-0-0 CS1 *DEFL. in (too) Udell LidTCLL 30,0 Plate Grip DOL 1.95 pg TC 0.07 Vert(LL) 0.00 14 nk 120 TCDL 18,0 Lumber DOL 115 S BC 0,03 Vert(TL) 0,00 15 Orr 120 BCLL 0,0 Rep Stress Iner Yes AS 0.10 Horz(TL) 0D0 14 n/a old BCDL 7,0 Code IRC2009ITP12007 (Matrix) LUMBER- BRACING - Weight: 99 lb FT = 0% TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No,2 REACTIONS. All bearings 19-0-0, (lb) - Max Harz 2--188tLC 5) Max Uplift All uplift 100 lb or less at joints) 2, 21„ 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 MaxGrav All reactions 250 lb or less at joints) 21,22,23, 24, 25, 20, 19, 18, 17 except 2=25$(LC1), 26=278(LC 11), 16=27$(LC 12),14=258(LC 1) FORCES. (to) - Max. Comp./Max, Ten, -All forces 250 (ib) or less except when shown. NOTES - 1) unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 100ndph; TCDL=10,8psf; BCDL=4,2psf; h=15ft; 8=45ft; L=24ft; eavear2ft; Cal. 11; Exp, C; enclosed; MWFRS fail heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 4) All plates are 2x4 MT20 unless otherwise indicated, 5) Plates checked for a plus or minus 5 degree rotation about its center, 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc, 8) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live toads. 9) * This truss has been designed for a live load of 20,Gpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 2, 21, 22, 23, 24, 25, 2, 20, 19, 18, 17, 16, 14. 11) This truss is designed in accordance with the 2009 International Residential Code sections 8502.1 1 . I and 8802.10.2 and referenced standard ANSVTPI 1, 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, LOAD CASE(S) Standard July 7, 015 WARNMG, PAntsethoefigNy rvyyeorhn''Cmijomide Standwd Term for arMutadured pfoduW rare, , vestM lead ".on trim Twvs and thy DO Rehhen0o Sheat Oev. 11,14) Wore UW Urie" oftrayoat misted on the TOO only Wen corvotdor plates "I be sued be 1. OV�hd 1.T. Desga Era titer d a the tend on any TUU repreidents an atenerdooce of red prelmmeel engibaeoW mpomtoy to, the de:?n of the WOO 3 rum deyu3ed 00 the Too o*, undw Trot I Sa:3 Wei 0, .n and Use Of this Tn,89 Dw any fruildrq yr the reopmetAndity of the 0'",,, the Owners w, ar e9mjotfheBuyjffVDe% a of the Too ?W in 910 COM&A of the UyC, the 18C, me acre bakkg cede and TPI I The and any held uty, at the Tn, uiduding hand a, Madge- m9agrem. snal Washag by the Ifte0teabi0d, 0 the BuMfV Desqnetand Contracto, AN Way "t rent, in the TDO and the r-e0cft amt gwd"m% of Beading Comporient Safety #nromkion (BC&I putihshed by Tel and SBCA am referenced Or, gene,,W guklanee IN I defows me respoibobiyfer& and dentes at the TruesDesvnes, TrussDesafn Enginmo arta Tid%% Mandrecrunb betem otherwise defined by a CoOrad agreed upon V, tinting by alt par0i,$ wohod The Truss bft,'qn E,4n e, is NOT the 8.0d" Designer 0, TW% Sprain Engrfune 2 far any bud d-ef Alt "ptalfted terms are as definade, IN I tut Copyngla 0 2014 Feerfuift-W Er9treer", UC, (DO) r2epecstuc4ion Of him decunumt, Mn any form, e prohileted a4haut wrden ryontaiska+ nayd Proeand.Dri 5-1-1 4-4-15 4-4-15 5-1-1 1-0-0 am SX8 �• 2X8 11 toxic = 2X8 il LOADING (psf) SPACING- 2-0-0 CSI, DEFL, in (too) Udell Let PLATES GRIP TCLL' Plate Grip DOL 1,15 TC 0,63 Vert(LL) -0, 11 8-9 >999 240 MT20 197/144 TCDL 18.0Lumber DOL 1,15 BC 051 Vert(TL) -0.23 8-9 >984 180 BCLL 0,0 Rep Stress Incr NO WB &78 Horz(TL) 0,05 5 n/a fee BCDL 7,0 Code IRC20091TP120D7 (Matrix -M) Weight: 319 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 Do purlins. BOT CHORD 2x8 OF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. itti/size) 1=10171/0-5-8 (min. 0-3-10),5-9451/0-5-8 (min, 0-3-6) Max Harz 1-183(LC 5) FORCES, (to)Comp./Max, Ten, - AD forces 250 (lb) or less except when shown, TOPCHORD 1-2-12971/0 2-3--9126/0,3-4=-912510,4-5=-1332410 BOTCHORD 1-16-,0110723,9-16=0/10723, O�-17=0/10723,17-18--O/10723,8-18=0110723, 8 -19 -0111017,19-20=0/11017,7-20-0/11017,7-21=0111017,21-22-0/11017, 5-22=0/11017 WEBS 3-8-0/9660, 4-8--447110, 4-7-014647, 2-8=-4099/0, 2-9=014224 NOTES - 1) 3-pflytruss to le c**nectetf tailetkerwitk I*d (0,131"x2") ?,ails'as f9flows: Top chords connected as follovvs� 2x4 - I row at 0-7-0 oc. Bottom chords connected as foltovvs� 2x8 - 3 rows staggered at 0-4-0 Do. Webs connected as follows: 2x4 - I row at 0-9-0 oc. asl ma.-iWaft connections have been provided to distribute only loads noted as (F) or (a), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for fts design. 4) Wind: ASCE 7-05� 100mph; TCDL=10,Lai sf,, BCDL=4,2psf; h=15ft; 8-45ft; L-2411 eave=4ft;Exp C: enclosed; MVVFRS (all heights); cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 5) Plates checked for a plus or minus 5 degree rotation about its center, 6) This truss has been designed for a 10,0 Ind bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20,Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 8) This truss is designed in accordance with the 2009 International Residential Code sections R5021 1,1 and R802,10.2 and referenced standard ANSlfrPl 1. 9) 'Semlwrigid pitchbreaks, with fixed heels" Member end fixity model was used in the analysis and design of this tfus& 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loadis) 1956 lb down and 19 to up at 0-9-12, 1980 lb down and 19 to up at 2-4-12, 1823 lb down at 4-9-1Z 1802 lb down at 6-9-12, 1766 lb down at 8-9-12, 1717 Itt down at 10-9-12, 1727 lb down at 12-8-4, and 2333 lb down and 109 to up at 14-8-4, and 2332 lb down and 108 Ity up at 16-8-4 on bottom chord. The designisolection of such connection device(s) is the responsibility of others, LOAD CASEIS) Standard 1) Dead + Roof Live (balanced) + Uninhab, Attic Storage: Lumber Increase= 1 . 15, Plate increase= 1, 15 NMEMEM= ......... ...... I ... ..... I - "- on, --son Pon- he - Re m- Ulu to W *,a As - Trues Q1s9h Enonem (i a, Spedaft Efarrul), ha seal on y Too represents an acceptance of the profamouna enq�7 e (="as iy and .%e of this Truss fro my 8.0,nq sr �Onfnnhyn, , �jnsifsheY no VW des gr of the snatto I fust, deproved on the TOO onty, under Ti R. The daM, mat co"bone tv Oeeseft authorized agent ox the godaing Des onnf= yne, in the eonnul 0 the RTC, the 18C, the ran fan. =A T he awe"Af of the TOO and any retd use of the Truss, inctuctwet h.=V, SVXAge. mstalahon and butd1g, shag be the reSpotonty1dy 0 fee, SuAdmg Deogner and Contractof AN notes set oul m the IDD rn Ie (Ktn�pvbfthedby TR and gamnepdance nor I defiftes"n, togeonettorbe%oWdubesofthe Irow ffrX1 4%9 C.==11=10 X"In"ed by a Contract agreed upon n wrWN by ag Odin kwowed The Trot DM9A ErOrorer is N01 the, SuMmyt Dooffner at ThmS System Engineer ter "Ov0dirol All Cafeft(ofd tefuls we as delauxi v, nn I C 0;wynght 0 2014 ProRykfOrJ Engineenng, LLC, tDr,n' BieptzxAuuTkan of the docunhun, in our ran, rs pfotubhod amm WAtan Pk�sw fawn P'Oswfr00 July 7,2015 LOAD CAS {S) Standard Uniform Loads (pft) Vert: 1-3=-96,3-6-96„ 10-13=-14 Concentrated Loads (Pb) Vert° 9=-1823(B) 12=-1956(8) 16=-1980(B) 17=-1802(8)18=-1766(8)19--1717(B) 20=-1727(8) 21=-2333(8) 22=-2332(B) Mim via,ty deseni pa'arnelims and read not" on this litirsi Deseg, Entimeng iloCn &14 the DIJ Refirlence ittreek 0" 11-146 before utie Ureem oftwosre stated on ft TDO, only WTek cohrocor Plates %haR fas used for this TOO to be rand Asa Truss Design Etsyneet h e , Specoffty Etyftxhv, the seat oC airy TODept ofthe w ';n" e Ton onle under TP; I The deregri snorting owidtions, "n e7the t too try 0 the contind of the RC. tire W, ffiff itcat taplorte; code aritt I P1 I The pro W storage, goes argoinaft of the TDO and Iny r nd use of rhe i= ce'dott haaNYRirrg Dese— and Cwtracko. AD notes set W er the I DD Mai the paidic-ft and gindolov's 0 , Bn Corn ftnt safety TPI I d the sort notes of the FFM Defoisrorl. TIM Cterqn Erstime a to �e' g eft'ry's in 14 Truss 111M "El is N07 the Budd ng ce"etnint or F,uft $Ysle. Empneer tee any truAdViO /41 Cotebritued relms areas donned in TPI I Copylgirit 0 2014 PnAhdid-DJ Er9neienV, LLC. tMJ) Reprconedho, of rue emuntarit in any f0rm, 4 proirtbited without wiftwi perheaston from PurSuld-Dri SWIM WMNG Creetutrde f QuW Haritra, Plan 1A i.at 4 I It3 RKHiVGbHIZVGInO3S2oGTJyKHSe-t1i KaZi9uEUam'rE2)4T8ns74o8uz 290._._11C2408Q %208 1408 1534 183 „-2088 2fiO.t7 3t 58 365$__.-,_._ 0 2 9 0 1.2 8, .....4-0-8 4-0-8 2-0-0 1.8-12 2,6-4 - 2.3-0 § 54" 8 5-58 Us'= z 18 00 �2 3x6 '�=� 3x4 2x4 H WO3x4 3 4 5 6 7 4.x6 „r 22 34 21 35 20 i4.R1'S 24 ",...-, 23 33 7x8-" 4x8 " 7x8 19 „._... {8. _.......,..-. 2x4 it 7x8 -a do FT 7x8 =-.. 6x6 ". 6x6 2x4 H 54 3i ._.....�._"..__.. 10 11 5 f 11 4 * 3 5x6 i2 13 9v 17 16 36 15 37 38 14 04 =. 4x8 -" 4x8-= 2x4 If 5.12 !I LOADING (psi) SPACING- 2-0.0 CSL DEFL, in (toe) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.07 14-15 >999 240 MT20 1971144 TCDL 18.0 Lumber DOL 1.95 BC 0.35 Vert(TL) -0.1514-15 >999 180 BCLL 0.0 - Rep Stress Incr NO VVB 0.34 Hor2(TL) 9.06 13 We We BCDL 7.0 Code IRC2009 12007 (Matrix -tri) LIiAGER- GRACING. TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x6 SPF 2100E 1,8E BS 2x4 SPF No.2 BOT CHORD SLIDER Right 2x8 DF 1950E 1.7E 1-6-0 REACTIONS. (Ib/size) 13=193410-3-8 (min. 0-1-8),24-99810-5-8 (min. 0-1-8), 18=4745/0- (min. 0-3-0) Max Hort 24=-141(LC 15) Max Uplift 13=-555(LC 7), 24=-250(LC 7), 18--1228(LC 7) Max Grav 13=1 (L 12), 24=998(CC 11), 18=4749(LC 1) FORCES. (Ib) - Max, Comp./Max. Ten. - All forces 250 (Ib) or less except when showy-. TOP CHORD 2-3=-841/258, 3-4=- 19041502, 4-29=-1437/320, 5-29=- 14371320, 5-6=-14371320, 6-30=-45311957, 7-30=-453%1957, 7 -8= -?1%4/3017, -9=•13611484, 9-31=-2935/1380. 10 -31--29371980,10-32=-29371980,11-32=-29361980,11-12-25901803, 12-13--1447/399,2-24=-982/261 BOTCHORD 23-33=-205/993, 22-33=-247/1068,22-34=-41911922,21-34=-41911922, 21.35=-91661405, 20 -35=-116E/405,19-20=-1396/496,18-19=-3016/790,17.18=-583/208, 1 6-1 7=-34511 1 64, 1 6-36=-34511 1 64, 15«36=-34511164, 1 -37=,54312029, 37-38=-543/2029,14-38=-543/2029,13-14=-547/2041 BS 3-23-8081139, 3-22-32611509, 4-21--5111201, 5-21 =-3601119, 6-21=-66512734, 6-20=-3591181, 6-1 9=-1 1 8611 98, 7-19--45411912, 8-18-3559/1034, 8-17=-55512307, 9-17=_11601245, 9-15=-675/2318,10-15-6391179,11-15=-410/1136,11-14=-1331340, 2-23=-941/670, 7-18-19171468 Weight; 361 Ib FT = 00% NOTES- 1) connected together Top chords« ♦« Bottom chords connected as follows� 2x6 - 2 tows staggered at 0-9-0 oc. VVobs 2) All loads are considered equally applied to ail plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section, Ply to Ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof five loads have been considered for this design. Ca#partially; heights); cantilever left « right exposed;# vertical left and right exposed; Lumberal« plate g7rip DOL -I SO 5) Provide adequate drainage to prevent water banding, 6) Plates checked for a plus or « rotation about 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads, 8) * This truss has been designed for a live toad of 20,0psf on the bottom chord in all areas where a rectangle 3-6-,0 tall by 2-0-0 wide will fit between the bottom be 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 13=555, ♦* # # July 7,2015 WAFRPdW3 Presse thoroughly review ft -custoore ffi AnMoniedgetnent at ProBurk! cranowd Termorbar ManutadVed P roducW ayfe W67 desirin pa,amntem and read not on tt,4 Truss 0,wearg tTOD) and the [nJ Refavrnue Shest (rev. 14-141 before 4rse.Urriess rause skated on that TDD, Cory MiTea Canne feu pWea she# the used ser this 00 to be vaSid. As a Truga 0"e n Engineer }i e, Spe.Wry Engmeer),. fhe seat alt any TD2 refxesentm an atox Payee or the p o#eas na! e eang r moray far the da, et oa the amgra Truss deputed on Rhe TEND onry, a utr IM t the d assum4x ens, k ad vag oas, su 1--ly and use u*this Traas for a,,V Bui d#V ra the res 4*34 of ,ft "the Crvmeda aea"Warzd sager! or tete suildorg D"Toer. tat the "onatat or the ?RC. 7hc ISCr the iuead bwkh V code ars/ %fid S The aprxovat or the TOD and any f oad use of tto-c Truss. drn 'ng he 4 stew mstadatlat rod byre , sh30 W the t"Pt IMbifty o the Budding 00SOrrsa and Cwtaactor A# Worm, set W In the TDO w,4 the trraw+:Rces and guvri#rines 1st SUOrI trg CornPOMAt Satcky lAunr Tatum (SCSJ) published by TR arm 58C:A are referenced be geem:rai guziance TPI 1 deals the aespor sdxhres and tfrile s of the Trow Des g?tar. Truss Limp ErVitroo, and Tess- Marnuradurer, untess othmme denned by a Contrary agreed upon m w aver by ad rartoet rrrej;ttt The Trues Dosre7n %rrgt�sa B NC the Suearng Desgbtex ar Tote% Systwnm Erorneer Re any k IMIng. All .. dazed tants we as duAned m TPI i. qy" MINEERINO t:. CupyMht 0 2014 Pecx$uvkF L#r3 E;mgttreenrQ, LLC. {thJ} Regradeafbn of tkidZ:` 44octarrreatl, Bn any hxm. is Grrsht#x%e+1 v,&hrwt wr4ten raerm+ssion ttaxrtt Peto9t,«'rctalrl, NU I t-5- 10) This truss is designed in accordance with the 2009 Internationat Residential Coda sections R502.1 11 and R802.10,2 and referenced standard ANSVTPI 1. 11) "Semi-rigid piichbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation doses not depict the size or the orientation of the purtdn along the top and/or bottom chord. 13) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated toad(s) 120 Ib down and 84 in up at 2-9-0,173 ib down and 50 Ib up at 3-11-8, 173 Ib down and 50 Its up at 5-10-12.173 Ib down and 50 Ib up at 7-10-1, 173 Ib down and 50 lb up at 9-10-12, 173 lb down and 50 Ib up at 12-0-8, 173 ib down and 50 to up at 14.0.8, 346 Ib down and 134 in up at 20-7-4, 346 it> down and 134 ib up at 22-6-4, 346 Ib dawn and 134 to up at 24-6-4, 346 to down and 134 to up at 26-0.0,346 to down and 134 Ib up at 27.5-12, and 346 to down and 134 to up at 29-5-12, and 346 Ib down and 134 Ib up at 31-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard t) (lead + Roof Live (balanced): Lumber Increase=1,15, Plate Increase=1.15 Uniform toads (ptf) Vert, 1-2=-96,2-3=-9(L3-8=-96, 8-9=-96,9-11=-96,11-13=-96,23-24=-14, 22-23=-14,20-22=-14,19-20=-14,19-25=-14 Concentrated Loads (Ib) Vert: 22=•173(8) 20--173(8) 19=-173(8) 16--346(8) 21=-173(B) 17=-346(B) 15=-346(B) 14=-346(6) 33--120(8) 34--173(B) 35--173{B) 36=-346(B) 37=,346(B) 38=-348(8) WARNIM " Please thcroughly review the `"Custornats AdVK u rot 0 ProffU40 Stomia f Terms for Manufadwed Products" Rare. Vast, dss;gB n pardervAir and read r aye p on then Truss Duro Ctsavyiet tTC+Di acrd the DaJ Rearerrae ShaeC(rev. 11, 14) before use .UNn oth rroo s Rad an the TDD, onty €At7ek. costeedor teatee swaA be need tw #" TW tea be vaid Asa "fnasrt Lary }n Esitaaneer q3.e , �peR.te9ly E"rs�sneexj. fire save rat any TOO ref e"rits an aaoeptanor of the Wofes*soviaP eavaneenrng respoosevhty for bre:,, n of 0* seoW Tom defoated on the TOD only, orma Ti t Tear de Lein assurntAkinrs, ka Kka comfionn,. %atadsiy and use of this Trusshu arty Butkhttp a fha rsstyroie sSAy of the Colmer. ftClwrsrr's arefoaraL apent or" ranking Des oelx in Pro contest of the RC, Ole liyt',. the kraal bu WWal ce ar, and TPI f. The approval std the TDD and any treks use of the Truss im4wwavi p hoo , storage a+staaauaaar and Wavy"% Shea be the rearvanattaftdy o the 0uMeig c"foner aM Connector.. AN noted set oot ro fSte Ti7D and the ixae, ioor and puxMef¢raua aC 6uakfiazg C¢arnpcanara Safety tn#xmaitars (atdSll 'heti 6y H Pt dmf siit:A are referenced lac generad guwtaan . TP4 t dcisnex the rcSEwars+bstrttes and dutdes of the Yauss C7eratgnet, 7rusS Desofn E:rrgancer ancf Trews k@arsutarsurer unless ntdhcr .se no no by a Cantead agfred near, ar wribng by xi pyroos snvoavod The Tose Dee gn Engineer ds NOT the awkhrrg Desigery, ca Truss System E..ra tineer 21 by any Worm; Mf capaah ed term dee as defined in Ooh t - Cop°fnjght 0 20 f4 PraEtudd,00 ENmft,VV, LLC. ObJ) RePhiduOlon of this docufllet, to any Orrn is Professed stthaui vo0m pL3tritffditfaT PraSw3{rJ. IA $ .. ".5. p1�1is,.i_ss,9rs 2a,, ..... d10 1.91-P ' 2"o -311's "...___ 7-94 3-A-12 4..04 x-3-0 7 -ii -0 ff�fi-Q 30 __ W = 3X6 ^= 3X6 2X4 H s.c�o (r2 _ ear =3X4 =08 w. LOADING (psfI SPACING- 2-0-0CSI. DBFL. in (loc) Ifdefl Ltd PLATES GRIP TCLL 30,0 Plate Grip DOL 1.15 TC 0.77 Vert1LL) -0.15 17-18 >999 240 MT20 1971144 TCi L 18.0 Lumber DOL 1.15 BC 0.36 Vert(TL) µ0,33 17-18 >565 180 MT20HS 1481108 BCLL 0.0 ' Rap Stress Incr Yes WB 0 81 Horz(TL) 0,06 11 nta Trip 7 BCDL 0 Code IRC20091TP12007 (Matox PA) Wergh# 164 to FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SPF No,2 *Except* Tt7P CHOR 3 Structural wood sheathing directly applied or 3-&-8 oc purlins, except 8-9:2x4 SPF 1650E 1.5E end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7, 8^9. BOT CHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BS 2x4 SPF No.2 6r0-0 oc bracing: 16.17,15-16. `BS 1 Row at millpt 4-17 REACTIONS, (Ib/size) 15=236410-5-8 (min. 0-3-11),20=758/0-5-8 (min, 0--1-8), 11«96610-5-8 (min. 0-1-9) Max Harz 20=175(L 6) Max Up#if#15=-391(LC 7), 20=-150(LC 7), 11=-167(LC 7) Max Grav 12364(LC 1), 20=763(LC 11), 11=80(L 12) t + _.tortes i r. or X... 9-23=-8391270,9-10--11611230,2-20-2821131, BOTCHORD 19 -20= -781412,18-19=-941635,17-18-66/820,15-16-886/215,14-15=-341357, VVEBS 3-19=-291/52,3-18=01465,4-17=-704/100, 6 -16= -19411060,6 -15=-12111245,7-15--1565/268,7-14-201566,8-14=-392/81, NOTES- 1) roof live loads have been considered for this design, WmL ASCE 7-05; 100mptr; TCOL-10.8psf, SCDL=4.2psf-, h=15ft; S-45ft; L=36ft; eave-$ft; Cat. 11; Exp C; partially� MWFRS (all heights): cantilever left and fight exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) All plates are t plates unless otherwise 5) Plates checked for a plus or F. •e rotation a 6) This truss has been designed for a 10,0 pat bottom chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottoml ♦ and any other standard9) This truss is designed in accordance with the 2DO9 International Residential Code sections R502A 1,1 and R802, 10.2 and referenced ANS11TPI 1. 10) Fit pitchoreaks with fixed heele Memberi♦ .: and design of this truss, 11) Graphical purfin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. ar wARNtNG • Please khafacq taM cetieor+ and . DO Reference.- Sheet (rev t 1 - the seat 0A ally I DD refeoseStft W1 ar guataFdds`iy and Meet Osis Tnats fru any aPonwal Of the T€Iii and any held use 10 or �i s Idw Tel ". The design WSmatXMt9, loading Wrldibone. he W the MC, the dOCa9 buAdlrep Wde, and 'S PI t The swage, instasation wxi b'atang, saaw be the reslxNaWWAy of etre SuAdueg [wMarrer aesf Colsfra 3w AN notes act cut n1 ire Too and the Sit pub5shstl by 7P9 pari RSCA are aelverwed foc 9was,el g TPI 9 defines the responstNikies and dreg rer of the Tnm Desem, Trusaa a ordeaok agreed upon aw Wr frog by M Wn s verorved Th Tsxaxe Oe"n Eng,"er. N01 the SuRchng Deegan, or Tri System Erfifm v' tw My kw+#ivag. Alf caat ahZed terms we a$ de fined in TPt 1. coS+Ylignt 0 2014 Peoswel-W Eng"orer'no, 4.LC., lD j). Repladmtion of this doc.umedt, eek any barer as plandblted without wamen ;wnee nam from rnoseed- JrJ. July 7,21715 1,0-0 2-0,0 3-8,12 5,64 2-3-0 4A T-0 6-0.0 2-0-0 5X6 = 5X6 = 8,00 [-12- raw 30 3x4 6X6 4 5 6 6x6 24 2X4 4X6 7= Us 2 4 4 51 74 81 69. 19 6 2 20 19 18 22 21 2x4 It 11 16 14 13 12 2X4 H 5X10 --- 8-00 FT see = 3X4 3,6 U4 WO 3x4 92=11INE LOADING (pso SPACING- 2-0-0 CS1.in (loc) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1,15 C TC 0.53 "'aft(`Li.) -0,10 12-13 >999 240 MT20 1971144 TCDL 18,0 Lumber DOL 1,15 BC 0.28 Vert(TQ -0,22 12-13 >999 180 BCLL 0,0 Rep Stress Incr Yes 0,60 Horz(TL) 0,06 12 his Na BCDL TO Code IRC2009fTP12007 atriaNigI Weight: 180 to FT - 0% ..... ------- I ---------- ---------- -- ------- ------- LUMBER. BRACING- TOPCHORD 2x4 SPF N0.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 cc purfins, except BOT CHORD 2x4 SPF No,2 end verficals, and 2-0-0 cc puffins (6-0-0 max.): 1-3, 4-7, 8-9, 10-11 WEBS 2x4 SPF No.2 BOTCHORD Rigid calling directly applied or 10-0-0oc bracing, Except: 6-0-0 cc bracing: 17-18,16-17, WEBS I Row at midpt 7-16 REACTIONS. file/size) 22=73710-5-8 (min. 0-1-8),12=95010-5-8 (min, 0-1-8),16=2401/0-5-8 (min. 0-3-12) Max Herz 22=195(LC 6) Max UpIM22-145(t-C 7),12=-162(LC 7),16=-401(LC 7) Max Grav 22-750(LC 11), 12,e9WLC 1), 16=2401(LC 1) FORCE& (lb) -Max. Comp,/Max. Ten. -All forces 250 (11g) or less except when shown, TOPCHORD 2-22=-732/155,2-3=-4321121,3-4=-909/173,5-24=-131407,6-24--13/407,6-7=-52/729 7-8-697/257,8-9=-70D/269,9-10=-9M242 BOTCHORD 20-21=-144/537,19-20--661590,18-19--631594,16-17-727/224i 15-16=-191413, 14-15=-19/413,13-14-11/529,12-13=-1221770 WEBS 2 -21 -1171662,3 -21=-7761126,3-20=-2/267,4-18=-692/102,5-18=01379,5-17=-970184, 6-17-177/921 6-16-12941287, 7-16-149&267, 7-14=0/273, 8-13-521283, 10-12�116fii`278 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) And: ASCE 7-05� 100mph; XDL=10.8psf� BCDL42psf; h-15ft; 8=4511; L=24ft; eave=5ft; Cat. 11; Exp C; partially; MWFRS (all heights)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) Plates checRed for a plus or minus 5 degree rotation about its center, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other five ioads, 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) lartvide-owec�vnicz! r**neethin (by *Aers) *f triisit to )mafrAS plate �.;fpekk*f w0stantlivev, 100 lle,iplift at jithifts) affeept (rt"ib) 22= 145, 12-16Z16=401, 9,) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 I I and R802, 10.2 and referenced standard ANSIfTPl 1, 9) "Serri-itifirt! p. #. with fixed heels" Member end fixity model was used in the anaiysis and design of this truss, 10) Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, July 7,2015 AWARNM Raft:,tt, We Standwdlerns Ve07duairriparanhMe I rs and - r I ft - d I no I t - On 11 Cori 11 I t I tus 11 TrussI -1 Nation - M , aaybf (TDD am Z Outo "oto=r" ease tut DD, only KTok "t Mrs = haat [fav 11,14�bafsle U=.,Ah`.d= 00tobevalid Asa Truss DesoEnonew(it, SpiusaaaEremaya), the seat m any TOO represents an ave siesta of the pf0tya3yA%06 Wrfireeftliff UMPOnSfauY fift Out dMign of the %4VTO rum depal W on the TDD 0ay, undia TPI I ThedcOt ' baring wraNkaos, suitttfeftY 0M use Whys Tfm% Is, my SuRdirg a fre, res4hnst4dy of the 0yeati, pre (Tianot's reilhonzed agent a, #,a SutfdaV Deere, =f1w2ky"T's' No code and TPI I The apaxaval of Too "any' fiekluse at Me. Taws, oiddilaft handimi, Skyap, VaSAWyan and braning, shaft be the ieweWoushty 0 the BU*WV Designer andContracke A0tastes Wglutin thy, TDOwidthe and QW41eilars Of Sutfffing Component Safety trikanatesn MCSO puba%hed by TPI and SSCA we referenced to, trentew guictame Trut I defeats the ,espoesbRis% and dotes eft the lunef Designer. Truss i3 rt ngumw and Ties% Manufadunn, w1a4s, otheraom defined by a Contradagteed upan Ue -Aing by 94 WyesmaiOed The f hea, Data Engifiew, in NOT the NOdkV Diaegnin, . T,m a System Engineer W any tyrionnf, An cuskahzed terms we as deflned in TR I CoasOxht 0 2014 Pm4Tink$00 Engauanrio, U.C. {f)fJ} Frepiaduation of this witatment, in any foint, is potatifted w4hout enben pernetnaw frofn ROBUWW 6tJ RKtiiV bHtZVgnQ3S2c�CTJyKfiSe FHCzY Bt Y fPkr PUdCx EGaxPd }8z_VgK T0t0 3.6,0 _ 9.0 _.i., ....# ........ ... isa 4 2? ,.a a-iV-B 2&t7d 3211_8_ 3�r_5- -6ti} 3.6 i? 39•Q 6 ...iw_m _8•Y2 __,_.,....�,_,.. ..�. .�m,.._,..�. 3Qt..At-{0 .,_�.......�. 3�Q _.m_1 5X6 -'= 5x6 e1 14 11 2x4 It 6x6 = 2x &00 (�z�. 6x6= 6 it 8x6 :: 3x16 -~ WO -- 3x6 2x4 If ; LOADING (psf) SPACING. 2-0-0 CSI1 tDEFL. in hoc) Ildeft Ud PLATES GRIP TOLL80.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.0915-17 >999 240 MT20 1971144 TCDL 18.0 Lumber DOL 1,15 C 0,21 Vert(TL) -(4.12 15-17 >999 180 BCLL 0 0 Rep Stress Incr Yes WB 0,75 Horz(TL) 0,04 12 n!a n/a BCDL 7,0 Code IRC2009frPI2007 (Matrix ) Weight 200 Its FT = 0% LUMBER. GRACING_ TOP CHORD 2x4 SPF No, 2 TOP CHORD Structural wood sheathing directly applied or 3-8.2 oc purl€ns, except BOT CHORD 2x4 SPF No,2 end verticals, and 2-0-0 oc purlins (5.4-1 max,), 1-3„ 4-7, 8-9, 10-11. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6- oc bracing. BS 1 Row at midpt 6-17 REACTIONS. (lb/size) 23=71910-5-8 (min. 0-1-8),12=94210-5-8 (min. 0-1-8),17=251910-5-8 (min. 0-3®15) Max Harz 23-236(LC 6) Ajax Uplifi23=-129{LC 3), 12=«400(LC 7), 17=-705(GC 7) Max Grav23=740(LC 11), 12---942(LC 1), '17=2519(LC 1) FORCES. (lb) - Max. Comp.hMax. Ten. - All forces 250 (to) or less except when shown, 10-11-816/431, BOTCHORD 21-22-1491815, 20-21 -1 37/792,18-19-145/284,17-18=-6051266,17-26--6051266, 16-26---605/266,15-16--6051266,14-15-1521504, WEBS 1. i , 6-18-88/755,6-17--22451589, 6-15=-52711441, 7-15-8231420, 8-14=-I 131347, 10-14-3111220, NOTES- 1) Wind:05; 100 ! 4Ss ! r C; partjajty� MWFRS (all Exp heights); cantilever left s rightexposed;r right exposed; Lumber plate 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10O psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been ea for s live loadof i on bottom chord q.. 2-0-0 wide will fit between the bottomother any }.. 7) Provide mechanical banned r• • r... Mr r r i r .r 12=40 t 8) This truss isdesigned in accordance with the 2009 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard a r. rfixitymodel was used in the analysis and design of this truss. 10) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. ME2930=112M 0 July 7,2015 She eP&t D . 4efe' e char e seaiew the'Y:vatomets Acxraa nicht of F'taa6u4kr r1lamimrd Perttes tar Manuarcttoed Produets" farm verityy ensue paramesen airs read nates on this Tfu%s crash Orin €ng (TDD) I a+k] ih@ QSJ i¢"xfelend$ 6taez8 v[eY. f i-14) herein U+s44.Ur#e 8 other~9iated on rhe T Do, ONy MiTek connector pia!" shaft ba used for this TDD to be buaSirl. An a Tunis C1e8ci Engineer (r e Spectaay Eryterean), tZsett an »tip t rib revissa.nts an acceptance of the profes3umat engineerkV respaivi arty for if*desgpn of the singte Truss depicted Or, the TDD ursy, under TPD t The destgaa aswtrrgatsom ts3acAtrsnn. sakitxLEroitily and uvsc of this Truss fix any oUvyrV as the res€'xms MY Of the Chaireec, the Chehe"s autharazed agent oc the Buldeig nesynea an the r ordevt of the W, the r&C,. the doral huffing cnida Geri r" i The approval of the Too and any tend use of the Truss. me udmg handang storage, a}statrataon and bra un shaag be the rasponsitaity tr ine Building Designer and Contiactrar. AM thoe s set nut sit frac± TDD soft tux pra„aices aa4S gurdv^lerass at Busd`ausgf C"WiN n Safety fnfohsaatksn (SCSI? fished by TM and SSCA ore oeferene�f kir gertaavat gv«Aatrc�e TF"R x derraes aza respnrsza.ud#�s arxt duties of the Truss ` iter. Trans, €txsW 6;vgoraeer ami T'rsws sPsuaufartvrer, u:adess athx:asmsa defined by a fi74tNSaCi agsez+i fn wsrUisyg by xk ., rnvoNxd. The _qY' Tistsa Ci+ss6gxt Eaa;Xanexr bs NOT the 8auittc�rg C%esigttea or Truss System as+tr?r tx any tn,aldng All carnotured taints are as defined in TPI t, Capfthf 02014 Prc„8x+14-iYrJ fragvRaerirag LLC, {r'NJ) rlxprAC4¢tCtdiafr 4P ka3s dacvuneni. In any kaem. it penhiTritaa9 vrlrinstt wmsnn pernaissicva reanx #m&aufdDr„P_ {D.RiCHiV(;b tZVC'4nQ352oGiTJyKNSc }TmC dDD7kwaNP?HY9PldloFLBF'phTk93 Fbz_Vgd f il.Q 1198 4-40 r}s-10 1269,_ 10-rr 2_9,.2 _ 3-6,14m. 3r11-8 � 5x8 = 5x6 = 6x,64 = sale w 1:40.2 74 6.00 (92 6x12 MT20Hs 11 8x12 - 10x1!1 = 6x12 MT20H5 !4 pit cittsets (x,vj.: [2'0-2-12,01 81, [3:0 3-8,0- -41,14:0-2-8,Edgel, €5: 4-0,0-1-9j, C7. 3-0,4 2-oj, [B:Edge,0-3-8),19:0.612,0 s 01, (10:0-a-o.o-4-81, [I l:0-1 2,o 6- 1,112:0- -0 _..., __ C35-41 [13�so46I ------ LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (too) Itde€1 Lid PLATES GRIP TCLL 30:0 Plate Grp DOL 7.75 TC O? 53 Vert(LL) •0.11 99-12 >999 2411 MT20 1971144 TCDL 18.0 Lumber DOL 1,15 BC 0,47 Vert(TL) -0.25 11-12 >743 180 MT20H5 148/108 BCU. 0,0 * Rep Stress Incr NO VVB 0.76 Horz(TL) 0.76 8 n/a are BCDL 7.0 Code IRC20091TP12007 (Matrix -M) fight: 397 in FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x8 DF 195OF 1.7E end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-4, 5-7, BS 2x4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3^12,4-12.2x6 SPF 210OF 9.8E REACTIONS. (tb#size) 14=1027505-8 (min. 0-3-10),8=10157/0-" (min. 0-3-10) Max Harz 14=265(LC 6) Max Uplift 14=-752(LC 7), 8=-775(LC 4) FORCES, (lb) -Max, Comp.JMax. Ten. - A11 forces 250 (ib) or less except when shown. TOP CHORD 2-14=-8833/674, 2-15=-4081/338, 3-15=«4081/838, 3.4=-11516/734, 4-5=-10353/558, 5-6--8403/589,6-16=-2571/270,7-16=-25711270,7-8=-9023/671 BOT CHORD 12-13=-381/5059,11-12-416/12477. 10AI--/415781, 8-10=-38017380 BS 2-13=-65019266,3-13=- 5/524,3-12=-684J11873,4-12=-33259237,4-11=-47791358. -11=-322/5405,6-11-334/4487,6.10=-301/5946,7-9--674/9153,6-g=-10527/689 NOTES - 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows" ##chords cofollows: ! rY. chordsBottom r.. `# as follows: 2x8 rows staggered at 0 Webs connected as follows, ! fc, 2x6 - 2 rows staggered connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Unbalanced roof live loads have been considered for this design. ! f # enclosed; s heights)� cantilever left # tight exposed;a vertical left and right exposed #^ •plate # 5) Provide adequate drainage to prevent water ponifing. 6) All plates are 0 plates unless otherwise indicated. 7) Plates checked for a plus or minus 5 degree rotation about As center. 8) This truss has been designed for a 10O psf bottom chord live load nonconcurrent with any other live ioads, 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the #r,.f ! other f 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinfis) except (#=Ib) 14-752,8-775, 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1A and R802,10,2 and referenced standard ANSI/TP1 1. 12) Girder carries fie -in spams): 45-6-0 from 0-0-0 to 16-0-0 13) 'Semi-rigid pitchbreaks with fixed heeIV Member end fixity model was used in the analysis and design of this truss. 14) Graphical purfin representation does riot depict the size or the orientation of the purlin along the top and/or bottom chord. WARNM ease th(WoUghly Maim [he "tWan er".a ACknawhuffteerent Of PnAtufof standard Tests tat MaanrakaetUled Prev9tecd%" tons V,,7ry, deem para"neera ann read "at" on thus Tares Re%ggh D a.fV tTOr and th0 CttJ Rete k . kkhfet €cear. 11.1dg atfore use-Vafon.O h staked on dte TOO, Only Why can wex phtles mall be ueed fur tk a i'cto to be lat Asa Trus%C1te%ugn ErVo", (i e SCa#csR�l Ee*gstrOcr), the seat On any TDD tleprese.ts an acceptance of the {raoffaWOnst ID,RKHiVGbfil7VC4nQ3S2oGTJVKHSc-iTni[AxdDD7kwaNiliiY9f'ld I oFL8FPhTk93MwFbz_VgJ LOAD CAS (S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1 . 15, Plate Increase= 1, 15 Uniform Loads (ptf) Vert: 1-2=.96, 2-4=-96, 4-5=-96, 5-7=-96, 13-14=-#198(F=-1184). 12-13=-1198(F=-1184), 3i? -12=-1198(F=-1184), 9. 10=-1 198(F=- 1184), 8-9=-1198(F=-1984) July 7,2015 VWY dMen panatnot0h, "reed Irides on this Truss Deson Clawinft J00) 1144) byam ritte, Udest, Whorofisestated on the TM only AeTefroomebey noires shall be toord fm this TEDD tosae yaW the "W nn any TDO represents W1 acceptaporr of the piory"ontat OrOnfliIiint feWieidathr for Tie, ChOngn of the Shyto Iforys depeted an Ver TM) only, tinder TM I the de"t, MuMptntai, fa 'Mans. and use of tho Tons ar, my Buking m The Ty*p*nyytA% W the 0on Mr the O�fnfr authenzed affoof or The Butnang D"T "it M I =Gfft TOD arid any tiedduse of the Torn, induoinyt art mg, thm"e, enytiltation finct broono, shag beThe rospontAWAY , nOf, fft the wotfol Or the IFIC, the PBC� The kaiit buftnq oade the 0 the Wild" Dar and Contlacen AN whassrh out In the 7 DD and thm p€acStaes and 000' Seaidtng -M "th ' BCTri) publiShird by Ton Met SSCWe by A hifinennbi for r,'Mral QuIdatice TPI I Irritates the resprintabiggeo, and dottes of the Than, ConIgner, Trus a Contoad agfayd hear, M aeoting by as parties wo ed 1 he T Tinw, Design Enganny, ss NOT the BuddoV Detygner of Them Systeo Engineer Tk TO' IVIV building Atl capahzed terms we as defried in TPI I Copyhytht 0 2D14 frivyfrakl-MJ Entyneenng, LLC, (Djf Repadmobon of fts dacrinwhir in any farm to pomayfed withom written witustao, Item FInfawattitj ENGIMEMNO , z c LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD BOT CHORD 2x4 SPF No,2 BS 2x6 SPF 2100E 1,$E BOT CHORD REACTIONS, (lb/size) 5-24610-3-8 (min, 0-1-8), 4=-91Mechanical-271Mecharlic l Max Horz 5=102(LC 7) Max UpIMS=-13(LC 7), 4=-16(LC 7), 3=-3 (LC 7) Max Grav 5=246(LC 1), 4=16(LC 5), 3=36(LC 5) Weight 6 to FT = 0% NOTES - Wind: ! B •. .r MWFRS (all .cantilever d exposed exposed; grip « 2) Plates checked for plus or minus 5 degree rotation about its center. 3) This truss has been designed a 0,0 psf bottomload a MORE a 166. WINIa a a WRO . a. a. s.. a r.• .:a.a • a ! a t IN fou an Wet.,ence standard 3 ... pitchbreaks with fixedfixity end.taml was used in the analysis a design IC.. y a.. VNARN6NG ^ Pwase ih:uaerghiy vaw eau lire "ftaa r"s fiCkt4e+Ma tamanr nt aaih3 SisayJaad Varna Ox Manufa4�arned ftam s" farm. Varhty deatgrC pacametess #rxf react n0#ea an fhrs Truss Gasvgrt Clrawasag dTr&C aaar the 0111 Rede ,_* S6oef (rttw. t 4-14) before t.rse.Unt'a aUtaswdse ssarad art CRa Tcu3 arty %Tek a afda i gaai+fa shM be used itar fts TOO to tor. valid. As a Truss DaWgn rrgneer tt e„ Sc+rcraay Engm+eery,. the se„atPycan gray SfJti repre&enEa asr dre ptarwe rrf Yha da'a#esraansRyetttT cnr r. ttaataty foz ttse de5spsr at tine 1*1,, Tru�ss5 depcAed on the TDD ardY. urder S Pi t. The clesrgn aseumf�tars, wade a�malYiaraa.. �SSa'ovpaf o at" p0 andf an b a.hf us' e of fho ss.,+rect" handv49, s wage, matagati and bmanf gh k ter the mpDmm My off the 8.uxkfmq O sipsow,#wrhand Cool sac%i A�Ae€awote% stet otA m the, and the ggrrac4aces and gwdin rses of eutkJnsg Compos, sat isthxm (r1CSi} fru .: hY TF+6 acrd LiSCf. ve referenca*d roe gerteeat guadaarca TF*X 1 de*sry a Nue respans+iuWtlas arui darttss pt the Fruss i?as' Truss i3essgn Cngtays+ar and Truss s4anutaurvrer unkros othe+awsa dafanad by a Contract aagnted upon to w *ng Fry aN parnes mood ed The Y CUS,w Dastgr: Eng inife�r'ts NQ'G tha Swikihrgt tles:eoat as TFtTrc System Errltretoer fm any tuftlg. AD calatawad teams we as d0ned in TF"a 1. C.agyfQM 0 2014 Prcd3eoPkt 00 Erginnaemg, LLC (D,,Sf Rerteducaoa of Mis dace ent, in any lone, ks Volvtoed uwftut w den permAslrm form Prort0fd,Dkj July 7,2015 2.4 It 4 �ry4 „SPACING_ m' V v „F LOADING (psf) 2-0-0 CS1. DEFL in (foe) Vdefl Ltd TCLL 30,0 Plate Grip DOL 1,15 TC 0.10 Vert(LL) 000 5 >999 240 TCDL 18,0 Lumber DOL 2.15 BC 0.03 VerbTL) 0.00 5 >999 180 BOLL 0.0 " Rep Stress incr Yes WB 0,00 Horz(TL) -0,00 3 nta n1a BCDL 7.0 Cade IRC2009irPI2007 (Matrix -M) LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD BOT CHORD 2x4 SPF No,2 BS 2x6 SPF 2100E 1,$E BOT CHORD REACTIONS, (lb/size) 5-24610-3-8 (min, 0-1-8), 4=-91Mechanical-271Mecharlic l Max Horz 5=102(LC 7) Max UpIMS=-13(LC 7), 4=-16(LC 7), 3=-3 (LC 7) Max Grav 5=246(LC 1), 4=16(LC 5), 3=36(LC 5) Weight 6 to FT = 0% NOTES - Wind: ! B •. .r MWFRS (all .cantilever d exposed exposed; grip « 2) Plates checked for plus or minus 5 degree rotation about its center. 3) This truss has been designed a 0,0 psf bottomload a MORE a 166. WINIa a a WRO . a. a. s.. a r.• .:a.a • a ! a t IN fou an Wet.,ence standard 3 ... pitchbreaks with fixedfixity end.taml was used in the analysis a design IC.. y a.. VNARN6NG ^ Pwase ih:uaerghiy vaw eau lire "ftaa r"s fiCkt4e+Ma tamanr nt aaih3 SisayJaad Varna Ox Manufa4�arned ftam s" farm. Varhty deatgrC pacametess #rxf react n0#ea an fhrs Truss Gasvgrt Clrawasag dTr&C aaar the 0111 Rede ,_* S6oef (rttw. t 4-14) before t.rse.Unt'a aUtaswdse ssarad art CRa Tcu3 arty %Tek a afda i gaai+fa shM be used itar fts TOO to tor. valid. As a Truss DaWgn rrgneer tt e„ Sc+rcraay Engm+eery,. the se„atPycan gray SfJti repre&enEa asr dre ptarwe rrf Yha da'a#esraansRyetttT cnr r. ttaataty foz ttse de5spsr at tine 1*1,, Tru�ss5 depcAed on the TDD ardY. urder S Pi t. The clesrgn aseumf�tars, wade a�malYiaraa.. �SSa'ovpaf o at" p0 andf an b a.hf us' e of fho ss.,+rect" handv49, s wage, matagati and bmanf gh k ter the mpDmm My off the 8.uxkfmq O sipsow,#wrhand Cool sac%i A�Ae€awote% stet otA m the, and the ggrrac4aces and gwdin rses of eutkJnsg Compos, sat isthxm (r1CSi} fru .: hY TF+6 acrd LiSCf. ve referenca*d roe gerteeat guadaarca TF*X 1 de*sry a Nue respans+iuWtlas arui darttss pt the Fruss i?as' Truss i3essgn Cngtays+ar and Truss s4anutaurvrer unkros othe+awsa dafanad by a Contract aagnted upon to w *ng Fry aN parnes mood ed The Y CUS,w Dastgr: Eng inife�r'ts NQ'G tha Swikihrgt tles:eoat as TFtTrc System Errltretoer fm any tuftlg. AD calatawad teams we as d0ned in TF"a 1. C.agyfQM 0 2014 Prcd3eoPkt 00 Erginnaemg, LLC (D,,Sf Rerteducaoa of Mis dace ent, in any lone, ks Volvtoed uwftut w den permAslrm form Prort0fd,Dkj July 7,2015 NOTES - a at s ♦ • fs ,eove=41L; trfhghts)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1 A0 plate grip DOL=1 60 2) Plates checked for a plus of, oabout 3) This truss has been .e for # bottom chord live load nonconcurrent with any other We loads, .� • . as ys .a a July 7,2015 WARNING � flee e th spa T,ty rvw w ttra; "d:usEcw ra heat ,nett* pt f'ra$Uty Standard Tents for thanufacturead Products" fahn Vet deskgn paramMe,$ arW load mate oa the T Design Diswi,V JTDD) and the De,! Rrfentrtco Sttceef (rev. 11-.14) kxafcra ttrdeas oth e skated or the TiXCr, wrPy IxTek connector psatea fhatt be, used for ges IDD to to vaied. As a Inks Design Ensneee (t e, Srxeoatry E.ttgaaeer3, !p( the seal an any TDD rerrasents an aces , ca of the pheessumat ertgineerrng resrw N"v fair the deme Dolle aanghe Truss mix0ed on the rDO only, undev TPP 3 The design assme fia , kdh a� come�srra, 5 Whawdy and use of this T reuse fat any Duxidrhg Is the; fespons,b4fty r� at the Ooaw , the Clc ves authonzed ,agent er iAe 8W3ding Cl� "t, in the context of the IRC the MC, the kxai buakieaf Mae andd Trk s The t appne,W of the TOO and any FmW use of the Truss. tlrtcdtadtir+g handfbrg. storage, imbtnado.:and tsa.xng, Shea be the roe twWy a the Bukift Cheximo and Cwtraclto As note. set out sh vv rDD auad the gixactaces ami gwdebees Of 804dinqaxn( Conent Safety Infotrnabon (BO V) 5uatfthed by Tin and SBCA. ewe neavenced Car ignwat gmiance TPI f ell the tespearstuidtas land duetis of the `s tuns Desagw, Trw�,s DeSrg<a Emg,naar and Truss dtanuNdum, unless ot3eerwxse deftned by a Conned agreeyl Por, m eodzrg by all fyadses awoWed The Truss De%W Ehfiineer s NOT the, 6u0mg Dow9ncr w *cuss System Eng.0of ) tlw any Wining AM naptaaiaeed tehhe are an dohned 4x5 TP4 t. d ..4 CapYr fttWt 2t7tS PeaB�arid.S7rJ EesglnxVang tt.C. (Ea Jt Reprodactfou rat this docurnent, ha any twin is promoted wAl water, pet mean Iran Pee hfikl-W, GOADING (psh SPACING„ 2-0-0 CSO, � � DEFL, - to (Pt e) Well � Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.02 4.5 >999 240 MT20 1971144 TCOL 18,0 Lumber DOL 1,95 BC 0,10 Well -0.03 4-5 >999 180 BCLL 0 0 Rep Stress Incr Yes WB 0,00 Horz(TL) -0.03 3 n/a n/a BCDL 7.0 Code IRC2009/TPI 007 (Matrix My ht 13 lb FT 0% LUMBER- BRACING. RA ING- TOP TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-32 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. VVEBS 2x6 SPF 2100E 9.8E BOT CHORD Rigid ceiling directly applied or 30-0-0 oc bracing, REACTIONS. (Ib/size) «35310-3-8 (min. 0.1-8), 3=159/Mechanicat, 4=391Mechar l Max Herz 5-166(LC 7) Max Upiift5=-27(LC 7), 3=-77(LC 7), 4=-8(LC 7) Max Grav 5=353(LC 1), 3-1 9(LC 1), 4=65(LC 2) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-337768 NOTES - a at s ♦ • fs ,eove=41L; trfhghts)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1 A0 plate grip DOL=1 60 2) Plates checked for a plus of, oabout 3) This truss has been .e for # bottom chord live load nonconcurrent with any other We loads, .� • . as ys .a a July 7,2015 WARNING � flee e th spa T,ty rvw w ttra; "d:usEcw ra heat ,nett* pt f'ra$Uty Standard Tents for thanufacturead Products" fahn Vet deskgn paramMe,$ arW load mate oa the T Design Diswi,V JTDD) and the De,! Rrfentrtco Sttceef (rev. 11-.14) kxafcra ttrdeas oth e skated or the TiXCr, wrPy IxTek connector psatea fhatt be, used for ges IDD to to vaied. As a Inks Design Ensneee (t e, Srxeoatry E.ttgaaeer3, !p( the seal an any TDD rerrasents an aces , ca of the pheessumat ertgineerrng resrw N"v fair the deme Dolle aanghe Truss mix0ed on the rDO only, undev TPP 3 The design assme fia , kdh a� come�srra, 5 Whawdy and use of this T reuse fat any Duxidrhg Is the; fespons,b4fty r� at the Ooaw , the Clc ves authonzed ,agent er iAe 8W3ding Cl� "t, in the context of the IRC the MC, the kxai buakieaf Mae andd Trk s The t appne,W of the TOO and any FmW use of the Truss. tlrtcdtadtir+g handfbrg. storage, imbtnado.:and tsa.xng, Shea be the roe twWy a the Bukift Cheximo and Cwtraclto As note. set out sh vv rDD auad the gixactaces ami gwdebees Of 804dinqaxn( Conent Safety Infotrnabon (BO V) 5uatfthed by Tin and SBCA. ewe neavenced Car ignwat gmiance TPI f ell the tespearstuidtas land duetis of the `s tuns Desagw, Trw�,s DeSrg<a Emg,naar and Truss dtanuNdum, unless ot3eerwxse deftned by a Conned agreeyl Por, m eodzrg by all fyadses awoWed The Truss De%W Ehfiineer s NOT the, 6u0mg Dow9ncr w *cuss System Eng.0of ) tlw any Wining AM naptaaiaeed tehhe are an dohned 4x5 TP4 t. d ..4 CapYr fttWt 2t7tS PeaB�arid.S7rJ EesglnxVang tt.C. (Ea Jt Reprodactfou rat this docurnent, ha any twin is promoted wAl water, pet mean Iran Pee hfikl-W, 4OD99974 Truss2 t ID: RKHiVGbHVVC3inQ352oGT°.IyKH$c-BglgNtidrmQsnCXtC ergZ4clta9 ........... 1-€3-0 LUMBER - TOP CHORD 2,x4 SPF No,2 BOT CHORD 2x4 SPF No2 WESS 2x6 SPF i' REACTIONS,i Max Herz 5-144(LC 7) Weight 6 to FT x 0% BRACING - TOP CHORD Structural woad sheathing directly applied or 1-11-1 tic purlins, except end verticals, ROT CHORD Rigid ceiling directly applied or 10.0-0 0o bracing. NOTES - 1) ♦+ partially; e heights); cantilever left and right exposed; end vertical iii and right epsed; Lumber DOL=1,60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its centen 3) This truss has been designed #. .. 10,0 psf bottom chord# other live loads, fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jointle) 43 standard ANSVTPI 1. 8) "Senut-rigid pichbreake with fixed heels' Member end fixity model was used in the analysis and design of this truss July 7,20151 vu+exnrm x - nesse IWOUtinfir fewow me T.u=rners ACkn mrnt Of F+reetoev Srandatd Terms on feanuh,,t ed Pf0d'A pS"` lama VW7CrydasQn paraaneto'm Ind farad nates on this Truss De so Chawary} 19 Doi and sae GrJ F2eiererrce £bhart {re*r. '89-t4} bavNrre use.etnaesa cYhetAatmC s%ateci Onthy, ti%i wry A4tie9r mrueamiw pfates eda#) be used lost this 7pp Su ibr vaiNt. Alt a Trutvs n Eargrtrooe (f. e . SpacxaNp En9dreeefP, the seal on any CC3C? represe+sts an au eptancve at She: ppro#t noonat er4}tfverrat 68s{ui: be ry for the dowse of the srvgto Teas depleted on the TW Only, unser fro i. The desp assw'rcptadsls, tawh ¢g wountens. suuabihty and use of thus T nnmt tog amp au9dmg * the restanm's Nay of the C—on, the €iwrners athhntxred spent oe sen SwAlmg Demner m the motexa Of tear OtC the, OC, the MIAt i eenyt cede aril I P1 4 The 1� apewal at than Ino and any Nall use of the ituma, a faudev handt"hi stw age ahaWataan andtrravanfi, shall be the iespenmbitfty a�the iias derg S ntMer and CcntrecRw. Ap m ates est W do the "B'DD and the ,R pracecas 3'ey gurdeanes of sunGttng Component Safety EntourrOicm (SCSI) pulA bed by rpt and SECA aro r omenced Ew gametal gaxdance. TFN t defines the xemponsyNtees aro daises of the Truss Designer. Traces i.M?so Erogrcrseer and Truss staanotachger, uotess akherolse deNneO by a Conrad agloodupo. m -dung by ali rhefies + uloed. The i fns Deaggn Eteloo ee e NOT the Budding Dene r or Trus.�c Syretemo- Engkone to, any WAIN AR raptfahzed terms are as defined in TR f cnE3y6dhi �:aS±t4 %'f{y�U1kJ f7{.P Enf�fadiCe#Aag. ii G. {{,"at ij FiBi+rgdUCiNdit 5kS #fiPB di9n,`Afiietat. tYF ani 1CNYfd i"} ixtlP4St�$bd VHit1C�Ali 4M}�tEYI prJr41G&RiC11 SYPIn P"YS.�{R1C#"()F',e, 5 4 2xd fll 3-91-9...._..._.._......_. � 2-0-0 � µy mLid LOADING (psf) SPACING— CSL DEFL.� in (ioc) Ildefi TOLL 30.0 Plate Grip DOL 1,15 TC 0.90 Vert(LL) 0.04 5 >999 2403 TCDL 16.0 Lumber DOL 9,15 BC 0.06 Vert(TL) 0.00 5 >999 160 RCLL 4.0 " ! Rep Stress incr Yes WB 0.00 Horz(TL) -0.09 3 nfa tie BCDL 7.0 Cade IRC20091TP12007 i (Metrix -M) LUMBER - TOP CHORD 2,x4 SPF No,2 BOT CHORD 2x4 SPF No2 WESS 2x6 SPF i' REACTIONS,i Max Herz 5-144(LC 7) Weight 6 to FT x 0% BRACING - TOP CHORD Structural woad sheathing directly applied or 1-11-1 tic purlins, except end verticals, ROT CHORD Rigid ceiling directly applied or 10.0-0 0o bracing. NOTES - 1) ♦+ partially; e heights); cantilever left and right exposed; end vertical iii and right epsed; Lumber DOL=1,60 plate grip DOL=1.60 2) Plates checked for a plus or minus 5 degree rotation about its centen 3) This truss has been designed #. .. 10,0 psf bottom chord# other live loads, fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jointle) 43 standard ANSVTPI 1. 8) "Senut-rigid pichbreake with fixed heels' Member end fixity model was used in the analysis and design of this truss July 7,20151 vu+exnrm x - nesse IWOUtinfir fewow me T.u=rners ACkn mrnt Of F+reetoev Srandatd Terms on feanuh,,t ed Pf0d'A pS"` lama VW7CrydasQn paraaneto'm Ind farad nates on this Truss De so Chawary} 19 Doi and sae GrJ F2eiererrce £bhart {re*r. '89-t4} bavNrre use.etnaesa cYhetAatmC s%ateci Onthy, ti%i wry A4tie9r mrueamiw pfates eda#) be used lost this 7pp Su ibr vaiNt. Alt a Trutvs n Eargrtrooe (f. e . SpacxaNp En9dreeefP, the seal on any CC3C? represe+sts an au eptancve at She: ppro#t noonat er4}tfverrat 68s{ui: be ry for the dowse of the srvgto Teas depleted on the TW Only, unser fro i. The desp assw'rcptadsls, tawh ¢g wountens. suuabihty and use of thus T nnmt tog amp au9dmg * the restanm's Nay of the C—on, the €iwrners athhntxred spent oe sen SwAlmg Demner m the motexa Of tear OtC the, OC, the MIAt i eenyt cede aril I P1 4 The 1� apewal at than Ino and any Nall use of the ituma, a faudev handt"hi stw age ahaWataan andtrravanfi, shall be the iespenmbitfty a�the iias derg S ntMer and CcntrecRw. Ap m ates est W do the "B'DD and the ,R pracecas 3'ey gurdeanes of sunGttng Component Safety EntourrOicm (SCSI) pulA bed by rpt and SECA aro r omenced Ew gametal gaxdance. TFN t defines the xemponsyNtees aro daises of the Truss Designer. Traces i.M?so Erogrcrseer and Truss staanotachger, uotess akherolse deNneO by a Conrad agloodupo. m -dung by ali rhefies + uloed. The i fns Deaggn Eteloo ee e NOT the Budding Dene r or Trus.�c Syretemo- Engkone to, any WAIN AR raptfahzed terms are as defined in TR f cnE3y6dhi �:aS±t4 %'f{y�U1kJ f7{.P Enf�fadiCe#Aag. ii G. {{,"at ij FiBi+rgdUCiNdit 5kS #fiPB di9n,`Afiietat. tYF ani 1CNYfd i"} ixtlP4St�$bd VHit1C�Ali 4M}�tEYI prJr41G&RiC11 SYPIn P"YS.�{R1C#"()F',e, 7`500" Cis lD:RKHNGbHV.VGjnQ:3S2oGT _._ , .....-m. — ----- 3-51 .4 Us If LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loci ttdefl Ltd_.,__ PLATES ^P N GRIP_._._ _. TCLL 30.0 Mate Grip DOL 1.45 TC 0.11 Vert(LL) 0.02 4-5 >999 240 MT20 1971144 TCDL 18,0 Lumber DOL 1.15 BC 0,11 Vert(TL) -0.01 4-5 >399 180 BCLt. 0,0 " Rep Stress tncr Yes VVB 0.00 Horz(TL) -0.03 3 We The BCDL 7 0 Code IRC2009lTP12007 (Matrix M) _ry Weigtdt12 tb FT - 0% LUMBER' BRACING. TOE' CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins„ except BOTCHORD 2x4 SPF No,2 end verticals. BS 2X6 SPF 2100E 1.8E BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=3€310-3-8 (rain. 0-1-8), 3=122fltilechan cal, 4=27tMetsharrlcal Max Harz 5=191(LC 7) Max Upt R3=-85(LC 7),4=23(1_C 7) Max Grata 5=313(LC 1)„ 3=122(LC 1), 4=50{LC 2) FORCES, (to) -Max. CompJMax. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-296/39 NOTES - 1) • «BCDL=4,2psf; h,15ft; 8=45ft; L=2411; eave-fift; Cat, It: Exp C; partially; MMRS (all heights); cantilever left and right exposed; end vertical left and right exposfyd� Lumber DOL,1 .60 plate grip O0L=1 60 2) Plates checked for a plus or minus 5 degree about 3) This truss has been designed for a 10,0 psf bottom chord live toad nonconcurrent with any other live loads, ffm fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) oftruss to bearing plate capable offififthatanding 100 lb uplift atjoint(s) 3,4, 7) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 IA and R802.10,2 and referenced standard ANSWTPI I 6) 'Semi-rigid pitchbreaks with fixed heela'Member end fixity model was used in the analysis and design of this truss, to � ._.___.. ...._.._ ;.,.....,y..... e e rer�^e en rev. - Ore ixae.tlalEet#s otherwise stated on the Too, arty hdOTcNc s[rnrasrttu dates 9ha&4 be us+ni fpr Chis CD6 tp Sro vatkf. As a waxes Desagr, Erog¢roeer q e SciaUY Engxrete:'>,.- . the strap carr arty TOD represents an acaepence cat the proresat0hat erygtritionng €esponsdefty ros the des+Tin of the sinine Trwss depk3ed on The 7 0o may, Ureho TPI I 'The design assumptions Waad,og caxrxitbo , sunaka4tty snd use tri th % Tndss Sar any Snea g as the msteyowbOdy of the Oaamn, Ude s authorized stith t ar the a uju�rg C}ea nut, ka Uva awrzaxt of tUa dE2C thr }gC, the kaGaf teatA�ryg code a+xi T'Pi 1 The atSprcawaP of khe T C3Ci a any !Feld use ofthe T€e ac. eoa h€y; 6xaraUing, stoaag9, G7st'i. t6pn stray txacxn9l shati be that res Gens+ oty o£ the Owldart; CDeneinex 3,10 Contractor AM nates set out 0, the T DO X'd the pra(:ttC.es artd geode#ryes 116uaftring C.cwnl.�+raenf hated, Worms#tan dBC:Si1 pubUsted by TPt alar SHCA are hyfen sated for getters} inodarore TP} 1 defames the iescrore "Myes 4W dvhes tat the TruT Ctt^syrrter. Tnsss exeany E.ragbneer arrd Truss heaosutaciurer, xmittisa otherw?se deflrre l by e Cotriraci agrestf u}ssra ira wnbng he he porters —owed. The Truss design Engineer U NOT €he SuAdr g Designer cr Tom System E4rheer fax any tluFiCluag. A!t aa�7asrzed tcrsna axe ax ctnfWxeU €ra TP¢ i. 4 otairigh€ 0 2014 P10SU0k DO Eogvws atg. t.€,C, (t}r.P), t2eprodwAnin of Oys docunenf at any farm. ca phthetsted eshout awkien wnras€trn Perm Pio8nnd,tOJ. July 7, 015 Tniss 7"Oh"'Ort 3 2014 Wof, InduStnes, fitc, The Jig 07 09 00,12 201 10:f2KfiiVGbHf7VGjrI03S2.oGTJyKHSe-f,,;u5bdeT'tk.,.ept1SOPzBtN26FP8wcHmoI .......... 111 ---- 1-0.0 2-6-1 LOADING (psh SPACING- 2-0-0 CSI. LIEF[., in (loc) Well Ltd PLATES GRIP TOLL 30.0 Plate Grip DOL 1,15 TC 0,10 Vert(LL) -0,00 4-5 >999 240 MT20 197/144 TOOL 18,0 Lumber DOL 1,15 BC 0.03 Vert(TL) 400 4-6 >999 180 BCLL 0Z Rep Stress Incr Yes WB 0,00 Horz(TL) -0,01 3 rite n1a, BCDL TO Code iRC2009frPI2007 (Matrix -M) IWeight: 9 lb FT = 0% ..1---- ----------- ------- LUMBER. BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc putting, except BOT CHORD 2x4 SPF No,2 end verficarts, WEBS 2x6 SPF 2100F 1,8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (Ithisize) 5=27910-5-8 (min. 0-1-8),3=87/Mechanical, 4=14/Mechanical Max Horz 5= 1 OO(LC 7) Max Uplift 5=- 1 6(LC 7), 3-30(LC 7), 4=-5(LC 7) Max Grant 5-279(LC 1), 3=87(LC 1), 4-36(LC 2) FORCES, (to) -Max, Comp,/Max, Ten. -All forces 250 (to) or less except when shown, TOP CHORD 2-5=-260141 NOTES - 1) Wind: ASCE 7-05; 100mph; TCDL=10,$psf; BCDL=4.2psf,, h=15fL 8=45ft; L=24ft eave=4ft; Cat. 11; Exp C; enclosed: MVVFRS (all heights); cantilever left and right exposed -1 end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q * This truss has fit between the bottom chord and any other members, 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 le uplift at joinifts) 5, 3, 4, D, refiTUMM standard ANSVTPI 1, 8) "Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss, July 7,2015 ,&WARNiNG Fratse h My AcknoMedgementofFooSuM Standdaf Tenn% for Manufadwed Prod 'lo this f,u%s D"an Esayang JOD! st the rh�it It e�l be Fm V n e %pearafty Etypneer), ce= ties 11,14} befare use, UNess otheinesestated On the TDO Why %Tek conriedfrr beads shalf UC'% W fa ttair 00 the seat on any TDD represents an wtaqtahso d the pnermvenal iacqdr#P,Q r",poMd" hi, the, design of the skafte Tnbo� dep led on thea DD a*, order IPf I Tried"? SUA31orty and Vine Of this This$ nx any shod" 0, the respoiduldfAy of the 0,eher, the Owners feftw2ed agenj a the auxbog Des Wn a"on"Ons 10"ng Conditions, Thin, m the context of the RG� the SO, the Ohio buifichng code arer IM I The afebbwa$ of the TM and any field use a the Tons, indridtwj tiaflovsf, Storage, iWagalson and b1tions, shM by Ithi reSPOinarsibly 0 the a0dirg Detagrae and Cants actor. At boles "I W in the TDD and the pactces amouidel,hes Of SuAdne; cmPotient Safety Wonfaithin (UCSip pubfished by TPI and SOCA wenitinenoed for general qwdaix,e TPI I d'tet3ne5lhe fP,s d$iSfi49 and dirike; of the Time Dqw, Twss Desqn Enainee, and Ttm% ohle%% 010ratfst diatned by a Coolrad ags"d upon . o4ifhq by as pffbas —olved The Trans Deuton E19neer 6 NOT the budding Designer W Trees Spainn Engineer RX We W&V Ali cap Unved terms afe, as diihnedrn Ton 1 C4frylght 0' 2014 ProBudd-00 Engmeenrig, U -C, yDhf) Reirioduchon 0 Vvs docurimeal, M any fWal, iS Mibbyrid lWhOUt Yeeter, Perntmon 110M Pr.8W3dfhJ tGrtiKrisvUtatttZVCajnC23$2oGTJyKMSc-72RUozf5 26URrIazh6wF(Q6YGr 2Asttaasv _Vt 4a, . LOADING (psf) SPACING- 2.0-4 CSI. TOLL 30.0 Plate Grip DOL 1,95 TC 0,10 TCDL 15.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 Rep Stress Incr Yes WB 0,00 BCDL 7.0 Code IRC2009fTP12DO7 (Matrix -M) DEFL, in poc) I/deft Ltd ttt PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 9971144 Vert(TL) 0.00 5 >999 190 hlorz(TL) -0.00 3 n/a nta LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BLOT CHORD 2x4 SPF No.2 B5 2x6 SPF 210OF 9.6E BOTCHORD REACTIONS. (lb/size) 5=247/0-5-6 (rain. 0-9-8), 4=-231 tranicaL 3-.4/Mechanical Max Harz 5=96(LC 7) Max Uplift 4--30(LC 7), 3=-28(L 7) Max Grate 5=247(LC 1), 4=15(LC 5), 3=20(LC 5) Weight: 6 to FT - 0% Structural wood sheathing directly applied or 1-2-9 oc purfins, except end verticals, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind:+ heights); cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed for a 10.0 mif bottom chord live load nonconcuffent with any other live loads, fit between the bottom or other 5) Refer ++ t for 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tti upfift at joint(s) 4, 3, 7) This truss Is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802. 10.2 and referenced standard ANSVTPI I 8) 'Sem�flgkl pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. July 7,2015 ane ttrRSheet y revaaw the 'T,before rgessAculo mach to Fon the Standard Tetms tsar ernewa latef F'eodtrcus harm t+xnIT o to{n p Xtoc�4ars atter tread rates of asks tr as Destgn Draunhg {TL"'?g ataf Utt tk'J iterertnce $74001 {PeV. 1l -2+M1} ht:f;TY@ vse..UNess lath St3#FSiP onthe T&7Q, Witty R�4PTtk C4MteCRM JaYaleS ;hatatt 2!a ikY6d hK tdxs T t±r,3 to Ckn 4aafatt. 19s a TPtk%%DeSag¢t {..nglR!l4.*£ r; a S Ply Erk�}NIPtY}. the star o. any TDD 7ep Aa. AMs an oreeph ne, of its tare€er>slaneE efekeNeRV naponshifty rar the desagn or the nanii4a Truss depded on the Too w9y, under Tot 5 Toed 4 atcsar ksad+ry;} condaR tss, sraitat+sity W-4 use of this Truse for any sodding is the r sIbUy Af #* Dan�v, the rs MUthorszed arrant or the Burkkof; Desgroo a4 the context ofthe IRC the tar, the at � CxadP ural on t The appov C of the TDD and any @fad use of the 8 ruse wrat yang handlest stisagt:, ,msEa#ati and zstarc% anal be Chelesponstlity of cher Eura:ting Designer and Contrac?or: An notes sot ani Rn the TO D and the piWraes amd gradefirets of Su ddurg Coo,ponsee Safety Infohoatent (SCSI) poet shed Exp T Fn and .°'SCA .ve reffeesced WX trial a ran I defers the 1'F.�!'.�tkN'i$11JtAt0.Ea and dubes of the Ti,rsu. DeNti et. �rnree Dtsagn Engineer and Trus% Maraulonfuter, noRf Ea ofteertwse defined try a Contract m2roed upon m wneett fly ak pa tcos — od, The Truss Dturtfn Eforneef is NOT the BudrfrV DhAgnw er l osis wets, Eragoe< tar any Narkenif RSI caMaNted acmes we mm dtarxted do TPI 4. mF Coosughr 0 2014 F108utki0d E.ntaneento, LL C, i£trdg Reprodoctkar of dyes document, 8n any here is profrWe d rwRhoto voften pesormwon kam pteSuIld'otj I0:RKHiVGtAif7VgnQ3S2oGTJyKHSc-72RUaxt 6URr9azh6wFfPlYCi0CWAs1basvza_Vg ... 1-ao 3.6-0 _._3-60 m LUMBER- SRACING. TOP CHORD 2x4 SPF No.2 TOPCHORD BOT CHORD 2x4 SPF No.2 BS 2x4 SPF No.2 BOTCHORD REACTIONS. Qb/size) 6-488/0-3-8 (min. 0-1-8), 5=360[Mechanical Max Herz 6=229(LC 7) FORCES. (Ib) Max, Comp.tMax. Ten, - Alt forces 250 (lb) or less except when shown, TOP CHORD 2-6=-2501119 BOT CHORD 5-6-•139!251 \AEBS 3-6=-316/0,3-5-309/171 Weight 32 Ib FT = 0% s a s • A R•« NOTES - roof live loads« d d for this design, 2) Wind� ASCE e t a exposed; 3) Plate$ checked for a • . .- .about 4) This truss has been designed « 10,0 list bottom . w live toad. _ anyother live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom .. in all areas where a rerfarqlle betweenfit i «chord 6) Refer to gifider(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (iH- in S n eit in ec rstri %ne vV i tX, tis a 2 94 a w + a ,i standard ANSIfTPf 1, a pitchbreaks with fixed.._. end fixity modele« in the analysisdesignthis truss, •+♦ «.«.. arna me — rccr one —t tee, 1 "41 Ornate use.vrfeaa otherwMe stated on the TECs arNy Wok crnnaota: PoMO,S tutah kat used her teas TDD to be waSk3. hs x Truss n Engynaer t� � SlasdlaRq Ertgre ear). the saaf on any 7DOmpsarserns an accept000n of the rwolosakautf etenmeang respor aslaiy for ree n of the skVW Truss degtdead an The TOO bray, under TPI i. The design assumw,ons, Wadng erx matins, suitabdhY wd sass of Ova Truss far any Su t at as the resFenfatassy of tate Cynew, the Ovawes eauBhonzed agent or the Busksnq C)a nfite t, . the a'u:rsw of the IRC, the BC, the kXX0 Worts; cad, and T! t The at oval of the TDD and any feet tease of the Truss, s haarnAndi, stcuagx se0atlabon and bra nv, shaft be aha* res . 1 fifty of the Burklin) C7esVnsa and Contractor. AN rioted set flus in the TOO and the 7a and guxlefmos of SuAdrog C arnponerB Safety enWrmatM tet'.SO pLefthed by TPI and SOCA ata refs . taeg� aarzrat gIndar ce Tte R defines the res)asn.:onfi set and duties of the Truss Desow, Truss C7 Er tneef and Truss M,anura tend, unte s atherMse defined by a Catered agreed open st eadrng bP as Partys%netacPwani. The Truss Dengn Eotaneer is N01 the reyesng Gesgyun ae Trim System kngtherw for any b Wart; Aft espatesed terms are as adored m TPt 3. COPYfstht 0 2014 ynO6M,AWErfJ Erste "nhg, L1.C, ftyj). Re}x'aduchon of tom doemeerof, many term, as proyststad aefr atrt yettet pernesseer from Prroffold-ori July 7, 015 6 3x4 : = 3x4 � V mmml7EFLr µTM n_ LOADING (psf)_SPACING-M 2-0-0 CSI.„ � in (loci Wall Ltd:..-____ TOLL 30,0 I Plate Grip DOL 1,15 TC 0,15 � Vert(I.I.) 412 5-6 =663 240 TCDL. 18.0 dumber DOL 1,15 BC 0.30 € Vert( L) -0.25 5.6 >323 980 BCLL 0.0 Rep Stress 8ncr Yes W13 0A0 Norz(TL) 0.00 5 nla old SCDL 7.0 Code 9RC2009JTPI2007 ( «atria- ) LUMBER- SRACING. TOP CHORD 2x4 SPF No.2 TOPCHORD BOT CHORD 2x4 SPF No.2 BS 2x4 SPF No.2 BOTCHORD REACTIONS. Qb/size) 6-488/0-3-8 (min. 0-1-8), 5=360[Mechanical Max Herz 6=229(LC 7) FORCES. (Ib) Max, Comp.tMax. Ten, - Alt forces 250 (lb) or less except when shown, TOP CHORD 2-6=-2501119 BOT CHORD 5-6-•139!251 \AEBS 3-6=-316/0,3-5-309/171 Weight 32 Ib FT = 0% s a s • A R•« NOTES - roof live loads« d d for this design, 2) Wind� ASCE e t a exposed; 3) Plate$ checked for a • . .- .about 4) This truss has been designed « 10,0 list bottom . w live toad. _ anyother live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom .. in all areas where a rerfarqlle betweenfit i «chord 6) Refer to gifider(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (iH- in S n eit in ec rstri %ne vV i tX, tis a 2 94 a w + a ,i standard ANSIfTPf 1, a pitchbreaks with fixed.._. end fixity modele« in the analysisdesignthis truss, •+♦ «.«.. arna me — rccr one —t tee, 1 "41 Ornate use.vrfeaa otherwMe stated on the TECs arNy Wok crnnaota: PoMO,S tutah kat used her teas TDD to be waSk3. hs x Truss n Engynaer t� � SlasdlaRq Ertgre ear). the saaf on any 7DOmpsarserns an accept000n of the rwolosakautf etenmeang respor aslaiy for ree n of the skVW Truss degtdead an The TOO bray, under TPI i. The design assumw,ons, Wadng erx matins, suitabdhY wd sass of Ova Truss far any Su t at as the resFenfatassy of tate Cynew, the Ovawes eauBhonzed agent or the Busksnq C)a nfite t, . the a'u:rsw of the IRC, the BC, the kXX0 Worts; cad, and T! t The at oval of the TDD and any feet tease of the Truss, s haarnAndi, stcuagx se0atlabon and bra nv, shaft be aha* res . 1 fifty of the Burklin) C7esVnsa and Contractor. AN rioted set flus in the TOO and the 7a and guxlefmos of SuAdrog C arnponerB Safety enWrmatM tet'.SO pLefthed by TPI and SOCA ata refs . taeg� aarzrat gIndar ce Tte R defines the res)asn.:onfi set and duties of the Truss Desow, Truss C7 Er tneef and Truss M,anura tend, unte s atherMse defined by a Catered agreed open st eadrng bP as Partys%netacPwani. The Truss Dengn Eotaneer is N01 the reyesng Gesgyun ae Trim System kngtherw for any b Wart; Aft espatesed terms are as adored m TPt 3. COPYfstht 0 2014 ynO6M,AWErfJ Erste "nhg, L1.C, ftyj). Re}x'aduchon of tom doemeerof, many term, as proyststad aefr atrt yettet pernesseer from Prroffold-ori July 7, 015 lD RKHiVGbHt vgnQ3s2oGTJyKH c•bF?saJgiHLFL3?vr WODt :0-� _.... 2aa 11 LOADING (psf)SPACING- 2.0.0 CSI. DEFL. in (loo) Udell Ltd i PLATES GRIP TOLL, 30.0 Plate Grip DOL. 1.15 TG 0.93 Vert(LL) ^0,02 6 >999 240 MT20 1971144 TCDL 18 0 Lumber DOL I 15 1 Be 0 09 Vert(TL) 004 6 >999 380 BCLL 0 0 ° Rep Stress Incr Yes WB 0 02 Horz(TL) -0,03 5 We nta BCDL 7D Code IRC20091TP12007 (Matrix M) Weigftt15 Ib FT = 0% k -------- — a �__._ .. ..m.._ e k _.._.._.____ LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SPF No,2 end verticals, WEBS 2x4 SPF No,2 B T CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS, (lb/size) 7=33910.5-8 (min. 0-1-8), 5=1871Mechanical Max Horz 7=120(LC 7) Max Uplift 7-1 3(LC 7), 5--42(LC 7) FORCES. (Ib) -Max. Comp./Max, Tera. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7--277125 NOTES- 1) design, A C; enclosed; MWFRS (all heights);and right exposed.« vertical left and right exposed;DOL-1,60 plate grip DOL=1,60 3) Plates checked for « rotation 4) This truss has been designed for a 10,0 get bottom chord live load 4" «. «If .b «. !M •« enonconcurrent with any other live loads. fit between the bottom «.b and any Y.. 6) Refer to girder(s)connections, Provide! itn (by others)to beating plate capable of withstanding 100 lb uplift at joint(s) 7, 5, standard ♦ «.: pftchbreaks with fixed b fixity model Judy 7, 01 _. __ _....__.._.._ .___r +a. sate{^ tm` M revraw Che ar h, +mats yo mans of r'so too Sia+ramy Tears, teas nedraadurad haft e woo Verity de to l Parameters As text mad sem ng ne Trues Des�n y tTt)t3j arxf the f?rJ P2aMtence sheer frau 11, :T4j btforu uao.ttdess oche - siafed nn tine FiPU, only p#sTek sxxrnet�tor ptaiea enai3 Lo utas Wr t}roa Ti}C+Co kae va3al. As a Truss P.7esigra Engineer 1r 0, Sg:ar,.ia4Cy En g, the seat On any FOD repeesents an acceteance of the pfof fesianaF eraferet naog responsibresy for Oise d�s�gn of the lonve Trusts de on the TOO only, under TP! 1 The d , n assumptions, io cat. ns. sudaearly sod use of hos Truss he any Buaksrtgg s the respore ebefty of the ttwoor. the 0yor&r's atithare?7 agent at the awkIff f Pt ynea, m the comext of the IRC, the 18C, that fora! o ukthf; oode and TPI t The approval of the TOD and any trete! use of the Tfusc,. nduarro handttng, atmarte, mafaeanon and bnfomg, shag re the res ousitatidy n the Bu� se; DesAgo er and Coetradw, All notes set am €n the TOO and the prar6069 and guideteles of Bugd erg Cerrr Pmfu 4 $8RAy tefwhorW MC% PrAelahed by 7 P and SBCA ars War nced gendance. TPS s defenes arm WNs or the Tsu% Ck' nar. Tru%, ftesegn Engshoer and Trust Manutadurer, omens otheresse defined by a Ctuh,act agreed capon m usrtrrtg dt` as partes rhoCStkW Trac Trews fhe"n Entrneer as NOT the BrOtchog €iessgne, or Truss Sys#ern Fng neer to, ;army bwOrrn; OR c apnalved terms arra a defined in IN i. �v wr:€ Copyright 0 X%4 proBu+kr i}rJ Eagenee+vrg, LLC, . #CirSi Reta'ceductktn W Shin c#ocaament, ire any Fern ra protxptgtied vrathsurk v+futen permsston from ProBanid-&kIGINMtABG J.. EMM ID RKHiVGbH1ZVGinQ3S2oGTJyKHSc-bF?sOJg)HI.FL3?cn DL t0�E7,_ 9it8 2 4OkT 1-10-0 w LOADING (psf) SPACING- 2-0-0 € CS1. TOLL 30.0 Plate Grip DOL 1.15 TG 0.17 TOOL 18,0 Lumber DOE. 1,15 BC 0.04 BCLL 0.0 * Rep Stress incr Yes WE 0.08 BCDL 7.0 Cade IRC2009fTPI2007 (Matrix -M) 4 6 DEFL. in (loc) Ydefi Ltd PLATES GRIP Vert(LL) -0,00 7 >999 240 MT20 1971144 Vert{TL) -0.01 7 >999 180 Horz(TL) -0.00 4 We nta LUMBER- BRACING - TOP CHORD 2X4 SPF No.2 TOP CHORD BUT CHORD 20 SPF No.2 BS 2x4 SPF No.2 BOT CHORD REACTIONS, (lb/size) 8=331/0-5-8 (min, 0-1-8),4=187/kilecharrical Max Herz 8-120(LC 7) FORCES. Comp./Max, CHORD./Max, Ten, - All forces 250 (to) or less except when shown,TOP 2-8-332154 Rigidend verficals, R directly applied NOTES- 1) Unbalanced roof We loadsbeen considereddesign,.♦ + ♦ R aR R .. Renclosed; heights); R R i and right exposed;w: plate grip 3) Plates checked for a plus or minus 6 degree rotation about its center, 4) This truss has been designed for a I OO pid brifforn chord live load nonconcurrent with any other live load$. fit between the bottom chord and other members - 6) !. for 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at jointle) 8, 4, standard ANSWTPI 1, 9) 'Semi-rigid pitchtereaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, WaitiftV 17 ID FT = 0% El July 7,2015 WARMNG - Prase thorotghty revaew tha "Gustaaa r'x .Ackewo Medgentent of ProBWW Vandam `terms to, Marruloetwed P ducal form Ver Sfi� desrge, pa nerf whets aax ectad nd" an the Tess Desrgn Dr&M V (Tpp{.... a+xi Ne PrJ Retaronre Sho+:t {rev 11-1$) baakee ruse. UNM otire Ise. Stated on the Too, only Weir rormector p4sfes shat? be used Mt this TF)G fo e va9k4. iso ?ttms Ckasagn Errgexaeer; .e , S ky Fnpmeuv). the sear an any Y Dr? re�esentss ora accaptanot cd rhe p ofasreot Y eroanererr i reapomebrety foo tha desrgn at the suryte Truss depoled art khan TDD only, undor TP{ i The desert, a5a#tir$N#dRS, knxin i commms, suatatkiaty atk3 use nt Sn}a Trues tier any 8uddtov aft reSpor tb4t Y of the Qamtes. the gwa*M o Aterdzed acrd ar rhe Sharr neg Desinea, m Sire 00o e d of the IRC. any 68 �, the tooat hcnkkog Cade a1W TPI t The app{avat of She TDD add any 4a8d cress a1 the Tawas, andurh harefting, storage. Waaasiason and branny, %haft be She lesponsArefty a 'the Bu#dv,g Crasrginer and Contactor. AN nates set out in the TOO aod rhe pracacew and psBdohnes of tfmddukg Coagv nerA Safety 446,nWr on (8CSh putashed ey TPS and SBCA we relewced to, OrMeW gwdance.'rpI M defined the resporasihSvtre% and dsstkes of the Tnors Desi{ m, Trus% Deso Engineer and Truss Manufacturer, un7ena orhem"er dfef"red he a COrrt: and ogrmed upon m Wiling by as paMes E rived, The Trude De". f:rrgrneer 6 NOT Site 8.u419uq designer or 7 rues sytrohe Eng%raor lzv do{ ;any Wa ring AR G'apQta(Led Were are act deft led M TM 7y,�yRg���q 4:Ct{ayr #Ff ffi n°ky1$ r'{c98d24k{ iirwk ERgihC S?F3ftg il.,G. {(1R.il fi0.*F £%iUtton of flus docurTety, rn aey fmm, ft l}Ct�fib!!R.'d YlehWf NWYKCri Permission hoet Ph,&riski�r`..7F..a. 4 WINEETi ItiW a 7,600 s Oct 3 2014 MITek 3ndust6es. inc. rue Ju Ifs RKHiVGbHI VCsgno3S2o TJyKHSc-bF?s0,isgjHI,Ft_3?(-,n D 1-8-1 4-1-0 4.1-0 7 4x4 , Us 2x4 It -------- ------ -1-A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in line) Udell Ud PLATES GRIP TOLL. 30.0 Plate Grip DOL 1,15 TC 0.54 Vert(LL) -0.01 5.6 >999 240 MT20 1971144 TCOL 18.0 Lumber DOL 1.15 BC 0.17 Vert(TL) -0.03 5-6 >999 190 BCLL 0,0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.00 5 rata nta BCDL 7.0 Code lRC20091TPI2007 (Matrix M)Weight: 39 to FT = 0% ------ ----- -- - _..._ . _..._-.____ LUMBER- BRACING- TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. BS 2x4 SPF Nn,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Vsize) 7=49703-8 (min.0-1-8), 5=572iMechanical Max Harz 7-200(LC 4) Max Upltft7--84(LC 7), 5--138(LC 4) FORCES. (lb) - Max, Cornp.lMax. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-7=-493185, 2-3--431165, 4-5=_284199 BOT CHORD 5-6=-1061375 BS 2-6-01388, 3-5-449/131 NOTES - 1) ! !. t heights); cantilever left ! rightexposed and right exposedber6 plate ! !e 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) This truss has been designed a 10,0 psf bottom ! R live toad nonconeurrent with any other live loads. • R 1. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase -i.15, Plate Increase -1,15 Uniform Loads (pit) Vert. 1-2=-96 Trapezoidal Loads (ptf) Vert. 2=-4(F=46, 8 -46) -to -4--195(F--50, 8=-50), =0(F=7, B=7) -m -5=-28(F=-7, B--7) WARNING - Please thor eught t reaear the 'T,usto ner`s Acknownedtfement of Prof and the C}t3 r?ettreraot Sheet (tet. 11 .14) Were use -Unless othaWse stated on tha wal on any Tort mpreseags an ecrceteatm e 0 the prolodWeneI ectgiraearn ee eurtabfi+ty' ontl use cut khat T ruts ba any 8uarting 4 the rMyronsrbkty of the t,T 111, atgvawai of Che TCL9 and any field use or the Truss, mdudo g harvaet r, storage, e for any btkddohf All catol atmed term and As dekwd sn TFn S. Copyyrght 02014 ProBu,1d,0TJ Engkneemy. LLC, (CoA latee adodkon of this dac+mrkent its any ttxm, tat Amanufactneed Producto TOM Vdn y dcatga parameters noxi toad rear , dei Chis Trc.tss neeetr i7SaY« N JDC Matador Chet" shack be used few th, Ta7i1 to be tafd, As a Ones n Eretineet h e , Spoonaty E ). eon at the %kqite truss depe ted on the i 37[3 only, under TFO S. The: de xssurnyamns kneeling oterddiuns, :st agent sac the 8uaWe Ciesgirtee, fi; the Wtext of !fie IRC. The SC, the 3ace! twatr" Mae aed Tot t The shat be the res ` G'Ry at aha Sodding Dos�nee and Uak7tCactof Ay rotes set rfut rfl the TOO and the are reterfatmd t+ae gertrat gu6danca TF1 7 defines the rn nonsgosins aed doors of ft Truss D's gncr,. Taus g by as partres env . Thu Trxea Ctwtgn Etrgk+wetr m NOT the Sukdrg C.desg her or Tots System Engidetr pethitzrme<3 aetw nemen paveomon (rant fe0senteotj July 7,2015 fD,RKHiVGbHIZVGlra0352oGTJyKHSe-3RZEDfgM2fNCh8Bz46ka?gkiiMywU7HTJL4hxoz_VgF 4-5,7 mrmj� M Bate - -- — -------- LOADING fiasP SPACING. 2-0-0 CSI. TCLL' Plate Grip DOL 1,15 TC 0,35 TCOL 18.0Lumber DOL 1,15 BC 0„06 BCLL 0,0 Rep Stress Inar NO WB 0.02 BCDL 7.0 Code IRC20097TP12007 (Matrix -M) LUMBER- TOP CHORD 2x4 SPF No,2 BOT CHORD 2x4 SPF No,2 WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 6-30310-8-3 (min. 0-1-8),4=138/Mechanicat Max Herz 6uo 1 29(LC 6) Max Uplift 6--66(-C 7), 4=-46(LC 6) FORCES. (to) - Max. CompJMax, Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-6=-298170 DEFL, in (too) Wall Ud PLATES GRIP Vert(LL) -0,00 5-6 >999 240 MT20 197/144 Vert(TL) -0.01 5-6 >999 180 Horz(TL) -0.00 4 nra n1a I Weight: 22 Is FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-7 no purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Wind: ASCE 7-05; loomph; TCDL-10,8pst; BCOL-4.2psf; h=15ft; B=45ft; L=24fl� eavenutft� Cat. 11; Exty C; enclosed: MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1 .60 plate grip DOL=I ZO 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) This buss has been designed for a 10,0 Pat bottom chord live load noryconcurrent with any other live toads, 4) T'tis trussi'v2s kPirts Vgy,64” ftsa flays t.'sd ""i, *—f — tx. MIN '00,110 0,0,01.011We AWZ1V4;Z9TTmmaT1 1Zvi-BIN RPRZIRWYanor standard ANSJ/TPl 1, 8) "Semi-rigid pitchbreaks vvith fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof L ive (balanced): Lumber increase- 1, 15. Plate Increase= 1 15 Uniform Loads (pth Vert: 1-2--96 Trapezoidal Loads (pit) Vert� 2=41P=46, B -46) -to -3=-109(F-6, B=-6), 6=0(F=7, 8=7)-to-5�11(F=1, On the be eatid As. Trus sDesig-Fou, awry ea on any 700 feryonyents an ac�mpernsy, outhe ponerasional for the da:Tn of the, singte Truss deposed W the TOO only, unctet rut I rhed.srftle, tahty area ure, of this Truss set any 6.ikfing m the lesporembday of the "Jame,, the Oanmrrs author, agent 01 the Ruftd" ides nes. h The nentew of the flytc, the Jac, the seat bW wol approval of The TOO any Tend use Of One runs, in ha"fre, 140fage, 01satfatioll and blaa.9, shelf be the resp ombdry a the Suhsohi Des9nur and Combactof. AN norestryA WaCftft and ty.,dwInft OfBU#d*V Corep"ol Safety fut-hoOloM (Kys) Pubtfshad by IN and SOCA we refinonood for getoiCdtguda§tlCm TF41definesthe fosrenadst4ftane, ckrow De"n Erqwsher and Tres Manufacturer, try a 000fare agreed upor, orwem9byas parnes ununwi The Truss Design EVhee, si NOT the ta*wng rnsrV. Toy any broidyng off aWfitteed tonus aro as dohnedm TM I Copyfght 0 2014 ProBvid-OtJ Erameeree, LLC 0J) Repoduuhon of On dmume,,t, a, any roup, fs porlub(ted anthoul w4wo pernoswon then Pn*6ua3,[eJ July 7,2015 5X6m _ Rar tt scale - 1:71.6 1413 12 3X4 11 i We q.... Plate Offsets (k,Y)F_ [3:0-2-8, dg j, [6 0-3-12,0-2-01,18:0-3-12,0-2-01, (48:0-1-9,0-1-01,157:0-1-14,0- "p; W W ^,mm- iq Tlk1 9 A 1: W75 0-.t_9-0 -'1 0L075 0-1 1 mm ma LOADING (pst} SPACING- _2-0-0 992 CSL DEFL _- to (loc) I/deft Lid W PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0,62 Vere(LL) 4093 13.14 >999 240 MT20 197/144 TCDL 18.0 Lumber IDOL 1.15 BC 0,27 Vert(TL) -0.17 13-14 }787 180 BCLL 0 0 Rep Stress Incr Yes WB 042 Horz(TL) -0,02 12 n/a n/a BCDL 7,0 Code €RC2OO9fTP12OO7 (Matrix M)Weight: 353 Ib FT = O% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purtfns, except BOT CHORD 2x4 SPF No,2 end verticals, and 2-0-0 oc purlins (8-0-0 max.): 1-3, 6-8, 10-11, WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 0-5-8 except (¢t -length) 12 -Mechanical. (lb) - Max Holz 21=414(LC 6) Max Uptifi All uplift 100 Ib or less at)oint(s) except 21=- O9(LC 7), 12=-165(LC 7), 18=-191(LC 7), 14 =•156(LC 7) Max Grav All reactions 250 in or less atjolnt(s) except 21=804(LC 11), 12=591(LC 12), 16=1496(LC 1), 14=1429(LC 12) FORCES. (lb), Max, Comp,/Max, Ten. -All forces 250 (1b) or less except when shown, TOP CHORD 2-21=.780/220,2-3-6591234, 3-4--5371269,4-6---591354, 5-6=44/272 6-7-2671182, k « « BOTCHORD 20 -21= -4081274,19 -20=-1731682,17-18-1466/209,5-17=-341/170,16-17=3531377, 15-16=-3281380,14-15---12931186, WEBS 1 d 80/ 6-17=-678/2, v ... ES - Unbalanced ♦ 5..5 design, heightsf� cantilever left and right exposed;r vertical leftt •.0 r k 6 +right 3) Truss designed 5a5 plane of d 5'S wind r.ard Inr ustry Gable End Details as applicable, or consult qualified building. per ANSI1TPf 1, adequate4) Provide drainage tponding, 5) All plates are 2x4 1 otherwise indicated. 6) Plates chocked for a plus or minus 5 degree rotation about its center, Gable a 8) This truss has been designed for a 10,0 pat bottom chord live toad nonconcurrent with any other live loads. fit between the bottom chord and any other members, with BCDL - 7,Opsf. ♦ og for w 5 joint12,191 1b uplift at t 168 lb upliftjoint standard ANSIfTPI 1, r'Ae..* 619tWlibreaks with fixedheels'Member end fixity model was used in the analysis5 design of this truss, WAR iNG - Pieawe thomugbly review the "CualOmer`s Acknowlediternentof Pfostled slavered Terms for MenosaeturOd Pr0_d .."f-wm VIOL n pararbeten and real We$ On tha `rw+ t}en�n Chasattg (iCSL arn3 Arc C7rS RekrBrtcm SheeC {rvv 11-143 ba3cre use Unkles Otherwise Ortied Off the TOO, only MiTek manedec p efiN, shalt be Orr Slue M tO be vat+d. Asa S`tuss UexttCir £:n5ttneer {r e SpeeralYy Estgu+cell, the mM on any Too cepesona, an acoeraance of lies putessaanal ee,xaae ex; sespealthany oof the devgn of the sft* Truss depleted on the TDD only, undee 1D*t 3, The desfgn as array ons Wal taasaufatraa, sudatyho and use Of thus rause he any Burl oo wu the resposl1ofty of the Oyffner, the Oehbes a0ftMed agent Or the thou tg t7esagner, to the ecrtuerd Of the lria: Efie CEN.,, thn kx ap kRni kYtg Ord Pt A Y he s}prravai at the Too and any field uaw a4 the^ Truss, 3anacdcag handu'ep, sWrage, ttrstmaeeat and Cvacttt0, shah the €esFxaneeghty Odthe F3uwkSit i C. egner and COntCaFR4a. Ari nekies set Put Ary the 19397 and tpvn {lY3Ct1Oe5 and guetrracs a3f3errCtlt>g Cctmpoteeeat SaRSiy inCrnrrtaftart (BC V) prAfthed by TP! and SOCA See referenced hap innerai gwda.ce TF1 4 dePirles Cite assponstm es and dubas of the Tsus%Destines, Ttuws i3estgn F» Ctgttt@tl11.1 mf 1'euss A4faealdadurar u:eFsss ctfhutmse dahnet! he a Contract agreed upon tat solenlD by lW is dror o wolved Tha Teas 0"n E.noneetr s NOT Shoe ikardolg Designer or Tn ss Sent. Engineer toe any buil" AA caP t Aced terms are as defined on TRO 1. PrOFSU00t'J f lohnaerr.:g, E..LC, (Cdr,} Repar ouch an Of this deeument, in any Hsr M peteNted Mho ut Wduni pesmession from ProBws0�rh b. July 7,2015 RV r �0, CS0HPIA4-4 �F 1, E - E GABL Protakd1d, -dowady, spring's'Co 7,600s( NOTES- [DhRKHiVGbHlZVGjnQ3S2oGI' 14) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, LOAD CAS (S) Standard WARNfeIG-fetaeowwoughfy afyiewlhedesttrrand read Ades ohtns Trues Des DDb used to, has TOD to be vaW As a 'Push, Deadin Engn"t 0 o- EP -9-04)1111"19 —'Ti' the wai on any TOD eprmars ho accefeaeoN of the p,0foSWWW Wokmeing rex ponadyker fes the defacA of the svVL Thon d-Pided on the TOD only, ..do TPI I The d assmptony, eywbN eneenore, sudabdRy and use, at Oft I ruys lot any Bogeneg m the raWAyAsy of the Gohof, the onyoers authahzed ar t or the BU ft Context of the RC� 0106C, the hoal thakfiro code ana TPI I the a, do &Wovat of the'FDD and any goes hod of the Twos, mdudnD hareIrmyt stofaffa, tnotagabee, wef bractag, shag of the reapom My of the fflWdung rmism and Cnelmdo,. AN notes Sea out m the IDD and OW, Ptacteam and thWeefts of 8.4d rag tImponont Safer othtlatat4a) (RCSig PubbW by TPP and „SOCA ammkoenced to, yfenwat ftdant e Tfop I defines the, aro WWW of elle Two% Desi yh, Truss Desyp EaMneef aed Truss htanu6dwe, unless alleuvoso defted by a Coeuac� affreod upa, to yothng by AN Wees mWod The Twss Deugn Engmeet 4 NOT the SuAdmg Defogner or Thins System Enq#teer he any bUJJVV Alt CaNahzed roves we Ne deheed to TPI Irw Coproffe 0' 21014 PmScok1-00 Eroneenng, t t,C. (Drh Refeod.Mxf,, of thes doCtel'PteA+t Mm any form, ts VowAtedaghwe _Moit twohenhyMt awl ynoBudd.Dej I bed, S ITO 3 2014 With indUstnes, inc, rue wh 07 09,0 lDiRKHtVGbHIZVGjnQ3S2oGTJyKHSc-qz2GuOnN96N4eNoVYnuSKM320a -4 0-0 1-1-8 4,5-4 1-7-8 4,1-8 4-1-8 1-7-8 6-3-0 .5_6_0 5X6 = 2X4 11 5X6 LOADING (pal) SPACING- 2-0-0 TCLL 30O Plate Grip DOL 1,15 TCDL 18,0 Lumber DOL 1,15 BCLL 0,0 Rep Stress Incr Yes BCDL 7.0 Code IRC2009p`TPI2007 30 11 300 = 2A H C&L DEFL* in (t0c) Vdefl Lid PLATES GRIP TC 0,43 Ved(LL) -0.9518-19 >999 240 MT20 197/144 BC 0,27 Vert(TL) -0,3118-19 >525 180 VVB OA6 Horz(TL) -0.03 12 rite n/a (Matrix -M) Weight: 225 to FT = 0% BRACING- TOPCHORD Structural wood sheathing directly applied or 15-0-0 oc puffins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.). 1-3,6-8, 10-11 BOT CHORD Rigid ceiling directly applied or 4-9-6 on bracing, REACTIONS, All bearings 0-5-8 except (jt=length) 12=Mechanical, (lb) - Max Harz 20=421(LC 6) MaxUpfift Alt uplift 100 Its or less at joints) except 20=-213(LC 3). 12=-162(LC 7),18=-193(LC 7),14=-161(LC 7) MaxGrav All reactions 250 lb or less atjoint(s) except 20=788(LC 11), 12=586(LC 12), 18=1527(LC 1), 14-1407(LC 12) FORCES. (lb) -Max. CompJMax, Ten, -All forces 250 (lb) or less except when shown, TOPCHORD 2-20=-7621223,2-3-611/245,3-4=-785Ml4-5=-5614085-6-321345,6-7=-2571177, 7-21=-2571177,8-21=-257/177,9-10=-721311, M11-338/232,11-12-559/191 BOTCHORD 19-20=-4141271, 17-18--14711225, 5-17�2981144, 16-17=-368/377, 15-16=-3371379, 14 -1 S-- I 293tl 85, 9-15=-4951261 WEBS 2-19=-2OOt7O2, 3-19=-8001309,193/386, 17-19-200/418, 4-17=-637/334, & 1 7=-748117, 6-16=-43/400, 7-16-4661130, 8-16--47/337, 8- 1 5=.500/25, 13-15-201392, 10-15--397/315, 10-13=-4761128, 11-13-1491412 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wild: ASCE 7-05; 100mph; TCDL=10,Bpsf' BCDL=4 2pB-45ft; L-37ft; eave-Sft� Cat, H; Exig C; pR$ (all heights); cantilever left and right exposed � end vertical left and fight exposed; Lumber DOL=l .60 plate grip DOL -1 60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 5 degree rotation about As center. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads, fit between the bottom chord and any other members, with BCDL - 7Opsf. 7) Refer to girder(s) for truss to truss connections, v?-pft 12, 193 111 uplift at joint 18 and 161 its uplift at joint 14, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1.1 and R802. 10.2 and referenced standard ANSYTPI I 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 11) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, July 7,2015 lrly'_ "W �W �OayeWeox*m 01 FtQ"UW?5UVbUM teems far NeIntft"ed FoothnW Intel Vev7 daqn parameters and read notes on She Texas Despin Deaharg (TDD� its't, 7 1,h before use Urgosw othere"o stated on the TDD, M4 WTek cementer Pkates steel tel used to, Oup DO *4 be vW4 As a Tnse; Desein Enon", it a, Stye crafty EagineeIT, the sew m any I DD repteseeft go acmiXatwa Or the prof rag ergine"N MPQMbloy IV the design of the wngw Tnxot memed on the I DD one ue her IN I The destan aVywdAton=a* 10.dayel`5' sultabigy and Use. of this Truss to, my Sugdapp as the otspoesdeMy of the 0ef, got ownes authoneed agent to We gosws; oes7na, 0 the context ;x the RC, the 6C, the tocal on" d P1 1 The sea of the TDD andarsem o any fxdd of the T,todust.9 bandorg, sto,"e, maraton ar4 tseang, shah be Lite M"Onshpldy 0 the Sv4door Desvnaf and Conlohlw. Ae notes, set oup at the TDD and the ff�adlc,- and I nh,,,.,,I 11a. Cr SCSI) pubkshed by Tint pod SBCA we reforenced �Zofneran� WDT`WPI I definestbf reCsrttitgnes and bias Ituss De% r, Tnest Ing T M1%. T I�r One he Onyxbukt-V AN CaMa0zed tenni we ft donned M TM 5. by a ConlgactVoed upon . anting by 34 padws � ved nErIvnee"s N undpog DmVw, y Tnaw Sysitan En arrear _7!Y Copwohl 0 2014 PmEno0,fhJ ElVelftKV, UC, (DIJ) Repodwvo. et' fte doeurneoA, . w,y rem, m Vehannet eythoo o,ogen peFS%m the, Po8Wxp,oJ MOINEWNGuc __,� 0,f- "..,_..._..,..........___ " .__ -P4 __sthe , 1_7.8 4.-1.8 4.1-8 1.7.8 5.2.7 6-59 Us = :tad It SX6 m LOADING lost)SPACING- 2-0-0 TOLL 30.0 Plate Grip DOL 1.15 TCDL18.0 Lumber DOL 1.15 BCLL 0.0 < Rep Stress Incr Yes ECDL 7.0 Cade tRC2009Ii"P12047 LUMBER - Horz(TL) -0.03 TOP CHORD 2x4 SPF No.2 (Matrix -M) BOT CHORD 2x4 SPF No.2 Weight: 223 to FT = 0% BS 2x4 SPF No.2 BRACING- 2x4 It 3x10 w: 3kd II CSL DEFL, in (hoc) Vdeii Ltd PLATES RIP 'TC 0.63 Vert(LL) -0.0817-18 >999 240 MT20 197/144 SC 027 Vert(TL) -0.1717-18 >982 180 VVIS 0.65 Horz(TL) -0.03 11 nm me (Matrix -M) Weight: 223 to FT = 0% BRACING- _ ...... TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc puffins, except egad verticals, and 2-0-0 on puffins (5-4-6 max.); 1-3, 5.7.9-10. BOT CHORD Rigid ceiling directly applied or 4-9.8 oe bracing. REACTIONS, All bearings 0-5-8 except (jt=length) 11=Mechanical. (to) - Max Horz 19=429(LC 6) Max Upli t All uplift 100 lb or less at)oint(s) except 19=-230(L C ), 11=-162(LC 7), 17=- 09(LC 7), 13=-152(LC 7) Max Grav All reactions 2501b or less at points) except 19-792(LC 11), 11=676(LC 12), 17=1523(LC 1), 13=1336(LC 12) FORCES.forces TOPCHORD 2-19=-7521248,2-3-499/243,3-4=-881406, 5-6=-260/168,6-20o,-260/168, 7-20=-2601168,8-9�55/291,9-10-338/245, 10-11-549/198 BOTCHORD 18-19=-420/284,16-17-14771236, 4-16�610131%15-16403/391, 14-15-35113 13-14=-13141172,8-14-3721206 UnbalancedWEBS 2 -18= -2061561,3 -18-.572/181,16-18=-152`/621 3-16=-6631371,5-16--557/0, 9-14--400/31,L 9-12-425/87,10-12-1381336 1 NOTES - roof live loads have been consideredfor 0! r heights); cantilever left and right exposed; end vertical left and right exffosed� Lumber DOL -1,60 pf;ii� grip DOL=I 60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10O pat bottom chord five load nonconcurrent with any other live foods. fit between the bottom chord and any other members, with BCDL = 7Opsf, 7) Refer to girder(s) to truss connections. 11 209 to uplift at joint 17 and 152 to uplift at joint 13. ,I) Tkis truss is i i• f a09 lnterxzfi*A?.I Res�fvnfiab-C-*fre sectfiffisi 4. 1 *,2 znf,:... ! 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, WAFPC3fW _ Pteawa thruougley reyfe n the-CuaMh*'yAckefeefeteement of PcySudd Standard Tean'rs for MAnutaduead FoOdmtt" down verify dassyn pavatraetesa and read notes on this Truss Desagn rkawng JOE end too DO RefetOofof Shest trey 11.44) bef eer. Me.0 nfass othelv4so MaW on the TYSD.. edy MiTek, coneed0l FAAS Shaff to used dor Cuts 700 to in med AS a Trues Desffo Enyaneer o e.. SpecoXy Engnew), ttef seat an any TDD rep esents an acceptance of the roof a€ as Vfnee ing responsAnkly Par Me design of the mnffle Truss d+sfaacted un the T Do omy, urates I'M 9 The M acn a5suog boos toa&V waaynihns, sudabg4y two use of th e Tfuss far any 6uOtersa as the responsfAtty of rhe Oymm, Me is aulrwf od affent or the Swung DesY�ner, at the context of tore IRC, that CPC. the RteW bwkUrrg code and TPI f. The arV0,af tat the TDO and any ft 1M u" of She Tww, inglu oxf ba{K4" bo atorage. InStol n and: ceoct; Sher# be the Ce pt etfl belay o the Suifdo,g Des9ter acd contractor Art notet set oet v, the TDO and tee taus 4dAs aexi gwdZnT ttP 8u.4,d Compaas Ofd Safefy Inforrrastton (8051) r,MRShet3 by ±PJ aVol SSCA a e reterarr ed for ggaaterat Mndanaa TPt t deftnes tore re mffyiMws ac d du➢re,s of the 7 as Dessgrraa, Tre ss Desem E`.a>grereet and Yrusa MatnufauWurer. nn okhatoyee dartnt4i by a Conrad agreed upon to w dcV by ads rc eties rnuoiaed The S feta Dastyn E rwgmftf re ktc r the Nusdkfg i r of Tares 3ymemt Er gkaeon Ten any W0,141i; Aft aapaaWed tams are as chimed in'rM 1. Copfrght 0y 2014 P mSuad9 DJ Ergneeong, LLC, (DJ) Re eroduct o+n of the dow eta, in any WnT m moNbAe d wtheut eafflen pa th awan from F`roybpef-[N J July 7,2015 7.600 a Oct 3 2014 Wek influ, ID:RKHiVGbtilZVC4nQ3S2oGTJyKHSc- AOJ3odl } z -i -o 44-8 ._ 4-1-8 1_7-o L 4�1-1 7a� Boo FiF 54 -:=. 2x4 fl 5x6 '='=. Scare =. I:6@.5 2x4 10 g a 2a4 fl 30 Ei WO=� LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (too) t/defl LId PLATES GRIP TCLL 30.0 Plate Grip DOL 1.95 TC 0,82 Vert(LL) -0.10 8.9 >999 240 MT20 1971144 TCC}I 58.0 Lumber DOL 1.15 BC 0.25 Vert(TL) 418 8-9 >744 180 BCLL 0,0 Rep Stress Incr Yes VVB 044 Horz(TL) 0,01 13 n1a nta BCDL TO Code IRC200991iPI2007 (Matrix M) Vliflfiqht 149 to FT = 0% LUMBER- BRACING-_.rv,rv------------_ ._ TOP CHORD 2x4 SPF No.2 TOPCHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 oc purlins (2-2-0 max,): 2-4, 6-7. WEBS 2x4 SPF No,2 BOT CHORD Rigid ceiling directly applied or -0-9 or bracing, BS 1 Row at mldpt 7-8 REACTIONS. (Ib/size) 8=721/Mechanical, 10=137410-5-8 (min. 0.2.2), 13=627/0-54 (min, 0-1-8) Max Herz 10=449 (LC 6) Max Upli t8--1 2(LC 4), 10=-308(!.0 7), 13--908(LC 3) Max Grav 8-721I LC 1), 10=1374(L 1), 13=649(LC 11) FORCES.«(to) or less except when shown, TOPCHORD 2 -3 -374/184,3-14=-374/184,14-15-374/184,4-15-3741184,7-8=-5651185 BOTCHORD r WEBS 2-12-80/318, 3-12=458113% r NOTES- 1) considered for this design, 2) Wnd: ASCE t 00 i '. e heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or degree about designed5) This truss has been for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed e. «. e of Y on bottom chord in all areaswhere a rectangle3-6-0 y. will chordfit between the bottom » any other members, 7) Refer »» for truss to truss connections, and i8 lb uplift at joint 13, model9) This truss is designed in accordance with the 2009 international Residential Code sections R502, 11, 1 and R802, 10.2 and referenced standard ANSVTPI 1 10) "Semi-rigid pitchbreaks with fixed heals" Member end ftxfty 11) Graphical purtin representation does not depict the size of the orientation of the purfin along the top and/or bofforn chord, July 7, 015 WAXPENU ease threougfify revxt;.w the" usFrne a Aoan0WWPMr# o4 F'rof#'k! &3at4ard terms for Fkanttacturess a rgducta', Lama Veenyy riesrgn pa€ametero and re ttf states az the Truss Daryin €#awnng f lnCo amt the DrJ Retaw" Sheet ftev. 11,14) tatme hee.Unhas othew4se, staters on the TOO only tF4iTee con"Oor puree shah be used for this 7gi7 to fie va}kt. As a inose Ctea»tpn Eetgetaee{ li e , 5pecrafty Engtneerj, the seat on any TDO reptesentx ars acceptance of the profarsseonal ea qowanrsp res{xv*ftWy for the divygn of rite single Truss deprcaxf on the TOO anky, under TPP i The design a to mptions. #n uhng aandataons. suatabdAy ami use of this Ines for any 6uddtnp Mkite {esporm 0ey o1 the Chane{, the ohneeor auevome p agent oc the 9u#�CJess�net, ur the Context of the FRC. the 18C, the focal bakers coati and P t i 7 She appravat of the TDO sod any feet ease of the Truss, mah 4 ng ha otw3th nstaltatwn alO tracing. shag be the re.�{srs*nw, , lfty of tyro f3uruiang Destgoof and Contractor A# soles sef mA m Ow IDD anal the Vacbcas and gyRIte has of SuAd ng Cornpreernt Safety Ine hnotron MCSO publatte ! by i M and SOCA am rode€erced for gene{at guklanoe TPf i defines the resporrsdudaties arA donne of the Twos Desente, Trus Defg. rng4man and muss Manufantwer, untess othomoame, defined by a Coraract agreed upon m roy; by ag radars tovttved.. The Tfuss i'.)e qn E: Vereer as NOT the 8.0d ng Cos arrer or Toes System Engineer lzv for any Uvl ding AR caNtahze d terrog are as de€tned to TPI 0. Copyxight 0 2014 Pto8uikS,01a Er0flett t% LLC, t01,11 Reprodurbon of Ons docurneor m any torn Secs w+4hout vaoten W, o4slon from P181710IJ om ' redo a Oct 3 2014 MtTeR int ruftnes, Ind, Tay, Jul 07 09:00:25 2016 Page I iD:RKH�VGbtiIZVC,jnO3S2oGTJyKHSc-nMAOA 3odhkdnthyugCwwPn9OAOGUqZOxctiVDHDz,yg4 2-1-0 4-1.8 4-1-8 1-718 3-1-7 4-2-1 4-5-9 8DO FT See = 20 H 5x5 = scate - 1:68,5 2x4 20 11 Wo 3u6 CSL LOADING lost) SPACING- 2-0,11PLATES DEFL. in (loc) Vdofi it GRIP TOLL 30.0 Plate Grip DOL 1.1,5 TC OA2 VertLL1 422 9-10 �630 240 MT20 197/144 TCDL 18,0 Lumber DOL 1,15 BC 0.43 Vert(TL) -0.37 9-10 >373 180 BOLL 0.0 * I Rep Stress their Yes \A18 0,36 BCDL 7,0 Code IRC20091TP12007 (Matrix -h1) Horz(TL) -0,01 14 hire n/a Weight 158 lb FT - 0% LUMBER- BRACING. TOPCHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 no purlins (6-0-0 max,): 24, 6-8, WEBS 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS I Row at midpt 8-9,6-10,7-10,7-9 REACTIONS, (lb/size) 9n74011tilechanicat, 1 1=134610-" (min, 0-2-2),14=660/0-5-8 (min, 0-1-8) Max Harz 11 =371 (LC 6) Max Uplift9=-136(LC 4), 11 =-I I S(LC 3),14=-34(LC 7) Max Grev 9=740(LC 1), 11 =1 346(LC 1), 14=662(LC 11) FORCES. (to) - Max, CompWax, Ten. - All forces 250 Qb) or less except when shown, TOPCHORD 2-3-3681108, 3-15--3881108, 15-16=-388t108, 4-16=-388/108 BOTCHORD 11-12-14061116, 10-11--372/334 WEBS 2-13--381345, 3-13=-458/73,4-13=01348,4-12�543/0,6-12--265�$8, 7-9-5001166, 2-14=-579/94, 10-12-159/5M NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wnd: ASCE 7-05� 100mptO TCDL=10,8psf; 13CDL=4,2psf, h-15ft; 8=45ft; L=24ft� eave=41t; Cat 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1,60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water ponding, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads, fit between the bottom chord and any other members, with BCDL = 7.Opsf. 7) Refer to girder(s) for truss to truss connections, 2) Provide VWc1,a4Jc-%!.m*-**ectJ*n (ky *tXers),#f truis to **arfols plat -V csivable-*f wRaest-,e4keg 136 lb u�*Iiflt 2t itint t, 115 ib imlift at joint I I and 34 to uplift at joint 14, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 I I and R802. 10.2 and referenced standard ANSIfTPI 1, 10) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purfin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, July 7,2015 WARNtNr, - PIMe thohiulthho revoaa the -Caggo t's Ackreyeaeglenept at PMGje standXd TN W Manutactured PMdU=," form van des--- -------- ----nead hates on One Truss Deexin Diftang (TDD) Me anti the DrJ Re?&PenceSh"t(,eY 11-14) Union ollhemvle Matedon the IOD, only &NTek Wrroedorleatesah.0 ba oa.0 the sear he any TOD represents an ece planed id the palaaaaaid eyomehnp (OWMArAly 10F tm d*59A of the snare Truss deWed on the TDO Way vmeler TP) I The design thiabna, WeaWy and use of UeS Trues for any Buddeg, �s the fe$PW'jb4ftY Of the OMWK the Own0la allftfiZed agent a, the Bond" Oft F,J I The aWWAI of the Too and any MW use of the Trues, nduJog tiancero, Storage, awalafice and braoaat, Shia be the lem0owNey OyOK te the area the URC� the 8C � ft local bWderg the SUMV Deftlnef 314 CMUMW AN rrote$ set OtA in ft TDD WW the OCSh published try TPP and SBCA,ve refiereninhif0l Tel I defim% the 1oW1WbWft and dut*S of1he T�r �7 Truss 9=-11911e11=1n"116 a Co trail agreed him n vertno by aft poreAs mom ed The Truss Design Enyphee, a NOT ft Suftntt Derogner a, Tria $Y=�r�nr at for anY t-Wmg AN of lytehZed terea, we as d*Nud,h I'M I copyrytht 0 2014 proathidoW Fr9neefirq LLC, (Dri) Reproducroo of IMS doctimot n� any Don, * pohtraed eahh,,g wryie, porms,,,, trim prosuod, EW 1 -1 1 YW Jury Fly Creekside 1004 ref flow Pfan 1A Lot 4 "0099988 PIggyback ease I KHiVGbHtZVC 7,600 3 00 3 2014 MiGsk industries, he. Tue Jut 07 09,00:26 2015 Page I D R jno3S2oGTJyK�iSc-FYkOxPpFSIIeVrW4DwR9y?hVwnfO2,'Oo5rYEmqfz,,,Vg 4-11,13 4-8-5 2-0-14 17,8 3la-8 8,00 FIT 5X6 = 20 It Scale - 1;68A 3X4 = 4x30 = 2X4 it LOADING fps 2-0-0 CSL TELL 30,0 ate Grip DOL Plate IAS TC 0,67 TCDL 18.19 Lumber DOL Its BC 0,19 BCLL Rep Stress their Yes WB 0,35 BCDL 7.0 Code IRC2009fTP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 DEFL. in (lac) Well Lid PLATES GRIP Vert(LL) -0,05 9-10 >999 240 MT20 197/144 VerhTL) 411 9-10 >999 180 Harz(TL) -0,01 7 me old WEBS REACTIONS, (Ith'size) I I =744/Mechanical, 7-309/0-5-8 (min, 0-1-8),9=1001/0-5-8 (min, 0-1-9) Max Herz 11 =461 (LC 5) Max Uplift 11 =-213(LC 3), 7--135(LC 4),9-248(LC 4) FORGES. (to) -Max. Comp,/Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-1 1-646/222, 1-12-2541189, 2-12=-254/189 BOTCHORD 11-15=-2941256, 10-15=-294/256,8-9--8851276 WEBS 1-10--189/518,2-10--5391172,3-8=-405/229i 8-10--2521308 • Might: 128 In FT = 0% r1wMIMMIM"I"M end verticals, and 2-0-0 GIG purtins (6-" max,): 1-3, 5-6 Rigid ceiling directly applied or 10-0-0 oc bracing, ExcepL 6-0-0 us bracing: 8-9. 1 Row at midpit 1.11,2-10 NOTES - 1) WnrL ASCE 7-05 100mph; TICOL-10,8pst BCDL=4,2psf,, h=15ft; B-45ft; L=24ft; eava-ilft� Cat, 11; Exp C; partially; MWFRS (all heights); cantilever teft and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 5 degree rotation about its center, 4) This truss has been designed for a 10,0 psf option) chord live load nonconcurrentwith any other live loads 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any #., members, with BCDL - 7,Opsf. 6) Refer to girder(s) for truss to truss connections, h -OA and 248 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502A 4A and R802,10.2 and referenced standard ANSIfTPI 1. S) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 10) Graphical purlin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, za�# » July 7,2015 -Veths thif, �Cfu&10=e% tsrwtlt� 01dPan 0 WOMITAM Terms so ribiniffadured Frieduchi" fanin Ved destir panviretem arra read nixes an NO) AWARNING Please tharryierirry M me U�� A Me r�h "'0" he Till" D 19 T end the MJ rtehyuer" greet r1ev 11, 14) DO, V If Y M i T 0 k Phi tee shaft be 6sW ke {fins V to be w" At a T nees D", Vn E r9heto (10 , S;Zlol TZ. 1.) the seat on any TOO neposenes an ac�frhxnce of ft vat ate engiftedna resporeftesly W the deaRin of the Whole Truss de ed On 91, TDD onty, Under TM 1, 1 he dessir assunxitmos toareng eunywom. One use offtirs Truss for any Bushng is the �ihiporis�d ainer- Me 0yehors Auhhoa7.ed agent or ft abo DeSIM, M the, 0enteid of the iRP, the hIC, the klisfl binUen; code and TPI I The of the 0 =of the Toll aref any feel use of the Truss, mcwtior he "inagal'on aw braysm firall be the hyyTisn"Zibb, 0 the 8.4dire DnW*r she Coettraciot AH Was set w in the IDD and the gzb ;" and giodeirms Of suddev Component satety Intenriation (BCVpurikehe ) d TR by Anw Arai $$CA e ei refforeed teas qviend tbsdianoe TPII defines the and *Ubes of Trues Nesigner Truss E-fillMin And Tn,%% Manufarchoer, rplims othenese, defthed by a Contract agreed eboo M sairner by Ali Parties maned The Insvi ChTsign Engenftr a NOT the Dimuirg CaOsIner Or Truss Sysitin Engineer to, any building Ail candateed twins Ate As defined I. TPC I ropynght 0 2014 Pluftuild= 00 f, r9oftreer, LLC, {NJ1Retivorrmteen of this dsoniners, in any axTT is poheRed webout saftep pernGsion from phowkyraj miss type ttity 1Ply { Creekside i Quad HoNm Plan 4A Lot 4 Mk99 Roof Special Grace 6j sij{ ........... ....„._ ..m..,.._._............_ 7.800 s C)ct 3 2014WTOWTO Industries, feoTore Jet# 07 OJ.Q4:2727 2015 Page i Ili R€CHtVGbHl1t1}nQ3S2oCTJyKHSc-jitrnktgtDLtV7_5Hndy0UCEtrs?BV9l07E 4C € 1A5z Vc .3 3-13,5 8-1.14 2X4 4 Scale - 155.1 4x6 l E 8x8 .:.:; 8x:8 ::: 5Xs == 'late O#fscsts �X Yi µDEFL. m w ry V µ LOAD€NG (psf) SPACING -W 2-0-0 CS€.„ in (Ioc) €/dei€ Ltd PLATES wit€P TOLL 30.0 Plate Grip DOL 1,15 TC 0,27 Vert(LL) -0.08 5-6 >999 240 MT20 1971144 TCDL 18.0 €� Lumber DOL 1.15 BC 0.61 VerbTL) -0.18 5-6 >909 180 BCLL 0.0 " $ Rep Stress Iner NO M 0.66 Horz(TL) 0.01 5 n/a nla BCD€. 7.0 Cade IRC20091TP€2007 (Matrix -M) Weight: 317 If FT = 0e LUMBER- BRACING- TOPCHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purists, except BOT CHORD 2x8 DF 1950E 1.7E end verticals, and 2-0-0 oc purlins (6-0.0 max,): 1-3, BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. VVEBS 1 Row at midpt 4.5 REACTIONS. {€b/size) 8-886710-5-8 (min. -3-2), 5=886710-5-8 (man. 0-3.2) Max Harz 8-395(LC 4) Max Up€€ft8a-677(LC 3), 5=-720(LC 4) FARCES. (tb) - Max. Comp,/Max. Teri. - All forces 250 (Ib) or less except when shown,. TOPCHORD 1-8--6649/519,1-2=4888/409,2-9=-6355/511, 3-9--63521512, 4-5=-263188 BOT CHOR i 7.8-.341/251, 6-7=-56914888, 5-6=•55616216 :8S 1-7=621/8064,2-7=-2508/266,2-6-215/2569, 3-6--435/4964,3-5=-82191682 NOTES- 1) to be connected together Top chords connectedR.R Bottom chords connected as follows: 2x$ - 3 rows staggered at 0-4-0 oc, Webs connected as R} t connections2) All loads are considered ep. f! ats, lied to all nfies. excesit if noted as front for ck Y29 be K8 been R r to distributeRsw R. otherwise indicated. R R # ! i. * S heights); wexposed;•sigexposed;as t Provide adequate.P.'. pending, 5) Plates checked for plus or degree rotationabout 6) This truss has been designed for a 10.0 pid bottom chord• other live loads, 7) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, Provide o :R a. others)R bearing plate capableof Rin to uplift at joint 8 and 720 lb uplift at joint 5, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1. 1 and R802, 10.2 and referenced standard ANSVTPI I 10) Girder carries tie-in span(s): 45-6-0 from >A 11) "Semi-rigid pitchbreaks with fixedheMember end fixity model was used in the analysis and designof this truss. Graphical12) puffin representationdoes not depict the size or the orientation to R the top bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase= 1.15 Uniform Loads (plo Vert: 1-3=-96, 34=-96, 5-8=.1198(F=-1184) WARNfNG • Please thtxaugtUy mvww the "Custonwx'%Ac xn oP PP'a,RUM standard Terme for Mareu4ac wAd 6 and the DO Refabous, Sheet (rev. 11,14) befaee use /Unless othenose Staked oa HPe TUU,. soft, MrTsk ronneetar Mates at the seaO on any TPq mpriff,ts an acceptance, of the rxotessio w &Voraeonq faspreeteLly for las destgn of the Petra T sulabihty and use, of rots Truss for any Seeding d the respansataff y of the Poorer. the Owarof°s Sauthoomed agent or rise Sur a ppr itea1 of the TOD and ally head use of due Trawl, urdtain o; handsrri, storage, inatarseen and Wbeing, shag be the, restre FFxxacttcros and gua±e2sxa~a of Buakltrtg Com tri Safegy aeria+mattnn f CSi} pubothad by TPI mid SBCA are referenced'for i'kesign Er iraeev Graf TY-oI Potanu7at4ttrec aantase oVeronvase de,tkned by a Cono a+d geed Wen to eaAtng by w p+arres @nW� for dlaj' twildwa;. As caprtalrxed terms are as dele ed o, TPt t. !s" form Yeti eFesggn paraaaaelers arxt re mod far Phis .617 [a ha3 vein: As a Teuas epeted an ft TOD only, uWw Ti's 5. Th ro; Ve, tau, the WC.al fsokhng Codi and TFC t The f Cwairactef. Ali Meet setW in the r0f) Wd"a resrua+rsRusties a»ci duftes crt the Trus, De9gner, Truss NO the t3raec9n� Ckwrgeer or Truss SiVem E,uxgmeer COpyi'aght02014 P10804 -W Enlyn =mere LM (QrJ}, Repeodon eon of this doCornenr in any fane, is pmhitwed wfttmt xmmsu penommn harp PmBuod.C.k'J. Judy 7,21715 ID_RKHrvCbHIYVGjn03S2oGT +4.1.8 4•1,8 4;X4 6 2x4 = 20 B 2x4 LOADING (psp SPACING- 2-0-0 CSI. DEFL. in (toe) Tided Ldd � PLATES GRIP TC LL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.09 5 n/r 120 MT20 1971144 TC DL 16 0 Lumber DOL 116 BC 0 06 Vert(TL) 0.02 5 n1r 120 BOLL 0.0 # Rep Stress Incr Yes WB 0,04 Horz(TL) 0.00 4 n1a n1a BCDL 7,0 ! Code IRC200gtTPI2007 (Matrix) Weight 21 Ib FT = 0% LUMBER- BRACING.. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SPF No.2 REACTIONS, (lb/size) 2-257/6-9- (min. 0-1-8),4=26716-9-2 (min, 0-9-8)„ 6=319/6-5-2 (mini. 0-1-8) Max Harz 2=69(L.0 6) Max Upli t2= 43(LC 7), 4=-43(LC 7) O!CES, i. f. or less except when shown, WESS 3-6-260113 NOTES - 1) •.... live loads#..... considered for this design. 2) Wind, ASCE + ► s 0 # s # # C� enclosed; MWF -RS (all heights); cantilever left and right exposed; end vertical left and right exposed" Lumber DOL=1,60 plate grip DOL=I 60 3) Plates checked for a plus or minus 5 degree rotation about Its center, 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10,0 psf bottom chord live bad noncloricurrent with any other live loads, fit between the bottom # # and any other members. International4. 8) This truss is designed in accordance with the 2009 #.ential Code sections R502.1d R802,10,2 and referenced standard ANSVTPI 1. designer,9) 'Semi-rigid pitchibreaks with fixed heefs�'Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building July 7, 01 WAidPJif G • Phase thoroartt9y ravaew the "Customer's Atavorwhocolement of PraSmW Standard Tenes for Manutaoeured Products" farm vertFv d n p."irametorg and read rnMas on thea Teusx CSesrgn &lravmreg (TDD/ and iGe Dr,i rkzfaeence Sireea {ran. 19..14) before use.Ctreiess othnsc sEake i on the 7OD,, only MlTett aynte cfi o platen %tai) be wrod Par this DO td tae vato Asa Truss LaEssggn Eregincar dr a.. S aaGy £regmaerd. the, year on anp TDO tepeesente an acceptance 0 the feafessronai etg homy nng responfolrdtly t<ar one n of ibe fl o te, Tnsss defactd'ad ora the TOO ooN, undth TPI f suatalatty and use of this Truss In, any Braadtag is the rasparsatr44y of they 0affe,, the Owen's au utozed agent or the @urkSdng Deagtater, in The talo at of try. URC. Grog l8C, sea t Widths code and PI : The ap proeal of ttte T DD and arty htud U"of fire Tntfs. Cnefradang hendiatrg. storage, erstalfaaran and braving. shaft Env the resppnadoely o th e ESutHtXtg f?e+srgt'er arui Caertractae, RX 7asies sok out m 1Vra iid[3 a:xt Cha prars¢is s arwS gcsrzPe#tracs at t3uszirrgp Coalpmrroh smell klenhabon (SCSI) puthyvhcd by TPN Land OCA acre referenced lar artainas;ryawiart:.a IM t atef nes the ras5aorssAxfaftas and e�etos aline Truss C)e myInee. Tall Desvgn E::ngevear ares 7'ettsu iv'tanutacRurer, untess athembe, 0oned by a Contrad agreed apart in avro-hrag try we partmx ah onnet Tixt Truss Desi n Fnifn e o fs NOT the Buftd" De"ber a Trhos SyMem Ervguaeet 2! In, any dada ng Alf carpfea&ted term we as defined in TPI s. � t tm 4:app€ighfl 02034 PsaGu¢fdd?aJ r:":ngrneer+eg LLC,. {DrJ} iiep+'aiurtCon of 4lafr3 tis:; i an any ixxm w prohikuted wrtthtsut wesE.en prrmPsxtzat lane Prsat3¢tk#-Gtk. 2x4 It EI LUMBER. BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Wifize) 4=151/2-11-9 (min. 0-1-8),2-20312-11-9 (miry. 0.1"8) Max Harz 2=90(LC 4) Max Uplift4--23(LC 4), 2=- 1 9(LC 7) FORCES. (to) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. Weight: 10 lb FT = 0% - - --------- - ---- -- - Structural wood sheathing directly applied or 3-8-8 oc, purling, exc end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wnd� ASCE 7-M 1re OL-10.8psf; BCDL=4,2pst; h=15ft; S-45ft; L-24ft; eave=sift� Cat, 11; Exp C; enclosed; MVWRS (all heightst" cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=I 60 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) Gable requires continuous bottom chord bearing, 4) This truss has been designed for a 10,0 Pat bottom chord live toad nonconcurrent with any other live loads. fit between the bottom chord and any other members, 6) Provide meefiamr-21 connect tb%,#fkP.nq *1 V and reterenceft standard ANSYTPI 1, 8) "Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss, 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer, = July 7,2015 et r otessit, Parameters Ord �ead raitesonthis Trum Dmen Drayantg JTOD) and the DIJ Rehoerea, Shan, (rior 11,14) benno Uft UFAM ititerIMSe ended on the TDO, Mai Way rxnv,eieer pialm shatt be read in, thaV to no vatu As a Tosis Design Enginein (i One MXy Orypneeit, the Wig on any, TOD nipesents are inx%,inivare offt poo otis siOnat OrgMen-9 leoprens"ON fix the design afthe ifingle INS$ derailed on the TOD only, wider TR I 'Thede =astrin%ftns, =Nmd use of this Torn for my auadent, is themipimsibitin,of the Oyine'r, the 0ainir"s arithonzed agent in unt trent itg Desyner, 91 the oontext of the ffy�, the MC, the . I buiRfire; code n, I The fine TOO and any itaid efet handing storage, VaWatoro, and biasing, teral be the respirimainify , o the Sunning rietetan and camactoy =Es and giodoinnis Of Binding Con,pervot Saint, infolmhoit (9,M) foAftbed by TR and SSCA are tafafrosed ter geineiot guremoo TPI I defifts Ute nniporobties anct dutwo of the De no "ruse ,fa, rine S ityrneer and This% Maefactuith Th. T,u&, De%fin Engineer da NOT the Rafting Desainif is ayinesA4, Or fix any hanging AR iniptiazed Unine an, as defewd . TPI I Copynght 0 2014 Poffhed-00 EngirieenngD . LLC, �Q) ReproducfRin of this docutnent. in any yorifi. as yine,,dided WOW wiften peonstene Oofn Piv8wW,L1Q OWINaNINauc LOADING (psp SPACING- 2-0-0 CSI, DEFL. in (too) Well Ud TOLL 30,0 Plate Grip DOL 1.15 TC 0,13 Vert(LL) 0.00 1 Olt 120 TCDL 18.0 Lumber DOL 115 BC 0:04 Vert(TL) 0.01 1 royr 120 BCLL 0.0 Rep Stress Incr Yes WB 0,00 Horz(TL) -0.00 4 n/a n1a BCDL 7,0 Code IRC2009ITP12007 (matrix) LUMBER. BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Wifize) 4=151/2-11-9 (min. 0-1-8),2-20312-11-9 (miry. 0.1"8) Max Harz 2=90(LC 4) Max Uplift4--23(LC 4), 2=- 1 9(LC 7) FORCES. (to) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. Weight: 10 lb FT = 0% - - --------- - ---- -- - Structural wood sheathing directly applied or 3-8-8 oc, purling, exc end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wnd� ASCE 7-M 1re OL-10.8psf; BCDL=4,2pst; h=15ft; S-45ft; L-24ft; eave=sift� Cat, 11; Exp C; enclosed; MVWRS (all heightst" cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=I 60 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) Gable requires continuous bottom chord bearing, 4) This truss has been designed for a 10,0 Pat bottom chord live toad nonconcurrent with any other live loads. fit between the bottom chord and any other members, 6) Provide meefiamr-21 connect tb%,#fkP.nq *1 V and reterenceft standard ANSYTPI 1, 8) "Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss, 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer, = July 7,2015 et r otessit, Parameters Ord �ead raitesonthis Trum Dmen Drayantg JTOD) and the DIJ Rehoerea, Shan, (rior 11,14) benno Uft UFAM ititerIMSe ended on the TDO, Mai Way rxnv,eieer pialm shatt be read in, thaV to no vatu As a Tosis Design Enginein (i One MXy Orypneeit, the Wig on any, TOD nipesents are inx%,inivare offt poo otis siOnat OrgMen-9 leoprens"ON fix the design afthe ifingle INS$ derailed on the TOD only, wider TR I 'Thede =astrin%ftns, =Nmd use of this Torn for my auadent, is themipimsibitin,of the Oyine'r, the 0ainir"s arithonzed agent in unt trent itg Desyner, 91 the oontext of the ffy�, the MC, the . I buiRfire; code n, I The fine TOO and any itaid efet handing storage, VaWatoro, and biasing, teral be the respirimainify , o the Sunning rietetan and camactoy =Es and giodoinnis Of Binding Con,pervot Saint, infolmhoit (9,M) foAftbed by TR and SSCA are tafafrosed ter geineiot guremoo TPI I defifts Ute nniporobties anct dutwo of the De no "ruse ,fa, rine S ityrneer and This% Maefactuith Th. T,u&, De%fin Engineer da NOT the Rafting Desainif is ayinesA4, Or fix any hanging AR iniptiazed Unine an, as defewd . TPI I Copynght 0 2014 Poffhed-00 EngirieenngD . LLC, �Q) ReproducfRin of this docutnent. in any yorifi. as yine,,dided WOW wiften peonstene Oofn Piv8wW,L1Q OWINaNINauc SHKAM 10,RKHIVGbHiZVGjnO3S2cGTJyKHSc-Bx$9y5qV_!7Mk8gTLKTdl0n—KbNA17INtsituYz..ygI 4.1-8 4-14 4x4 a 7 6 2X6 2it4 11 2x4 it 2X4 " M LUMBER- BRACING. TOP CHORD 2x4 SPF NO,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF NtT2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SPF No.2 REACTIONS. All beatings 6-9-2, (lb) - Max Herz 2-69(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 2, 4, 7, 8, 6 Max Grav All reactions 250 lb or less atjoint(s) 7,8,6 except 2=331(LC 1), 4=331(LC 1), 2=331(LC 1), 4=331(LC 1) FORCES. (lb) -Max. Comp,/Max, Ten, - All forces 250 (0g) or less except when shown, TOPCHORD 2-3-303140,3-4--303/40 BOTCHORD 2-8=-61/359,4-6=411359 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wnd� ASCE 7-05� 100nrph� TCDL-10,8psT BCDL=4,2psf" h=15ft: B=4511; L-24ft; eave=4ft; Cat, 11; Exp C; enclosodl� MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposi Lumber DOL-1,60 plate grip DOL= 1 A0 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc, 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss frys been denivrtat WMIN IDIOM - standard ANSVTPI 1, 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult quafffred building designer, July 7,2015 eor corm VVi7desgift pofWaiytem and hyadnotee, oat thts This Design Dr.-Mriii J00i the ' 61�; 4 IS i � —ee f, �1;7 111' 11Z latled, W"thle'710-0, on—ly M114T —0k 10 —afft s'naff be us ad for I in DO to be sai4 As a T two Design EVnimb (i it, S P ficia Xy E aq in", i, T00typoysenes an acceptanas of the prinamboal errgeaeerrng responi fol the deson oft" ssy;ia 'fruie, depicted on theTDDeey, undes TiN I of flits TRISS to, any Meeting Is the ImpoosAWAY of the Onsev, the Owieia auftnz.ol apfit or In 0* 000ten of the MC, the I&C, the t0ioe biaidirg wd* and P1 I The At on aw rig shag be the SUM -2 0089ft, and ConlfaM, AS notes Set Out in ft TOO alid Me aritilwat Of the RM mad any feet me N the Toois� mdujmg heirnywit; stware, w aniff egan , 1141, blfnV 0 Zin pra0bois and frisernims of leakfing cmpoonob Safely infoil"4w tBCSIg Published try TPI and SPCA we refivenced fin qiowrai ypsylancce Tiet I nefinns the and duties of the f fna Diminmr, Truss Dinixg, F.Nome, and Tnrssa ManoNdune, soless otioym4se deigned ha a CoWad ignead upon M onning by all parties mooed. The, 71ua; Dewar,, Engs,", is NOT the Buticirg Devifteir w Truss, System Frosoew fica any bukling Aff capdafeed terms are as diffibied io TPf I COteirght 0 2014 ProBUO-DO Engiunmiret, iLC, {DfJ} Rep, oductoot of Ves doement, in any fix., is protlioted w4hout oelte, n pernuistion fin7ro P,000W Dij &WINWRINOuc LOADING (psi} SPACING- 2-0-0 CSL DEFL. in (too) Ildeft Ud PLATES GRIP TCLL X0 Plate Grip DOL 1,15 TC 010 Vert(LL) 0,00 5 n1r 120 MT20 1971144 TCDL 18.0 Lumber DOL 115 BC 0,11 Vert(TL) O 00 5 n1r 120 BOLL 0,0 Rep Stress mer Yes WB 0,00 Horz(TL) 0.00 15 n/a n/a BCDL TO Code IRC2009frPI2007 (Matrix -M) i Weight: 24 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SPF NO,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF NtT2 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SPF No.2 REACTIONS. All beatings 6-9-2, (lb) - Max Herz 2-69(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 2, 4, 7, 8, 6 Max Grav All reactions 250 lb or less atjoint(s) 7,8,6 except 2=331(LC 1), 4=331(LC 1), 2=331(LC 1), 4=331(LC 1) FORCES. (lb) -Max. Comp,/Max, Ten, - All forces 250 (0g) or less except when shown, TOPCHORD 2-3-303140,3-4--303/40 BOTCHORD 2-8=-61/359,4-6=411359 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wnd� ASCE 7-05� 100nrph� TCDL-10,8psT BCDL=4,2psf" h=15ft: B=4511; L-24ft; eave=4ft; Cat, 11; Exp C; enclosodl� MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposi Lumber DOL-1,60 plate grip DOL= 1 A0 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc, 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss frys been denivrtat WMIN IDIOM - standard ANSVTPI 1, 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult quafffred building designer, July 7,2015 eor corm VVi7desgift pofWaiytem and hyadnotee, oat thts This Design Dr.-Mriii J00i the ' 61�; 4 IS i � —ee f, �1;7 111' 11Z latled, W"thle'710-0, on—ly M114T —0k 10 —afft s'naff be us ad for I in DO to be sai4 As a T two Design EVnimb (i it, S P ficia Xy E aq in", i, T00typoysenes an acceptanas of the prinamboal errgeaeerrng responi fol the deson oft" ssy;ia 'fruie, depicted on theTDDeey, undes TiN I of flits TRISS to, any Meeting Is the ImpoosAWAY of the Onsev, the Owieia auftnz.ol apfit or In 0* 000ten of the MC, the I&C, the t0ioe biaidirg wd* and P1 I The At on aw rig shag be the SUM -2 0089ft, and ConlfaM, AS notes Set Out in ft TOO alid Me aritilwat Of the RM mad any feet me N the Toois� mdujmg heirnywit; stware, w aniff egan , 1141, blfnV 0 Zin pra0bois and frisernims of leakfing cmpoonob Safely infoil"4w tBCSIg Published try TPI and SPCA we refivenced fin qiowrai ypsylancce Tiet I nefinns the and duties of the f fna Diminmr, Truss Dinixg, F.Nome, and Tnrssa ManoNdune, soless otioym4se deigned ha a CoWad ignead upon M onning by all parties mooed. The, 71ua; Dewar,, Engs,", is NOT the Buticirg Devifteir w Truss, System Frosoew fica any bukling Aff capdafeed terms are as diffibied io TPf I COteirght 0 2014 ProBUO-DO Engiunmiret, iLC, {DfJ} Rep, oductoot of Ves doement, in any fix., is protlioted w4hout oelte, n pernuistion fin7ro P,000W Dij &WINWRINOuc fD:RKHIVGbHIZVGjnQ3S2oGTJyKHSo-t\tbsk6ZVpoT271i?6noSZOZQhE8DxrGNrusFWrz_, . ..... --„_i._ , 2§.-.I�4!_ 31 Ci 4 5-9-12 5-6-4 7-4.81 4-11,0 4X6 = Stot4e = 1:83e 2X6 U 4X6 = 6,00 �V' 5X8 = 8x12 =? LUMBER - 14 13 12 11 10 33 9 34 8 20 SPF No.2 3A 4x6 == 34 = 3x10 MT20HS Us SX8 REACTIONS, (lb/size) 14=1741/M apical, 32-1853/0-5-8 (min. 0-1-8) Max Harz 14=359(LC 7) Max uplift 32=-1 50(LC 7) -_2 LOADING (psft SPACING- 2-0-0 CS1. DEFL, in (loc) Udell Ud TCLL 30,0 Plate Grip DOL 1,15 TC 0,89 Vert(L L) -0.19 9-10 >999 240 TCDL 18.0 Lumber DOL 1,15 BC 0.69 Vert(TL) -0,38 10-12 >970 180 BCLL 0,0 Rep Stress Incr Yes WE 0,87 Horz(TL) 0,09 32 We n/a BCDL 7,0 Code IRC2009f7'PI2007 (Matrix -M) LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 20 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 7-31: 2x6 SPF 2100F 1.8E REACTIONS, (lb/size) 14=1741/M apical, 32-1853/0-5-8 (min. 0-1-8) Max Harz 14=359(LC 7) Max uplift 32=-1 50(LC 7) sv 32 PLATES GRIP MT20 1971144 MT20HS 1481108 BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals, 2-0-0 oc puffins (2-9-5 max.).- 1-3, 6-7, 1 BOTCHORD Rigid ceiling directly applied or 10-0-0 no bracing, VVEIBS I Row at midpt 3-10,4-9,6-9 FORCES. (to) - Max, Comp,/Max, Ten, - All forces 250 hb) or less except when shown. TOPCHORD 1 -14 -1701/23,1-2-1994144,2-3=-2960/0 09910,4-5=-926/0,5-6=-744135, 6-7--667/60 BOTCHORD 13-14-2991181, 12-13=-28211994,11-12=-225/2980,10-11-22512980,10-33=-141117-1 9-33=-141/1748 WEBS 1-13-012452,2-13-1386131,2-12=011224,3-12--686110, 3-10=-1424/97,4-10=0/948, 4-9-16211M, 7-9-151/1684 NOTES - 1) Wind, ASCE 7-05� 100mph; TCDL-10,Spsf; BCDL=4.2psf� h-15ft; B=45ft� L=31ft; eave-4ft; Cat, 11; Exp C; enclosed� MWFR$ (all heigantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL:=1 60 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 3) Provide adequate drainage to prevent water ponding, 4) All plates are MT20 plates unless otherwise indicated, 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Plates checked for a plus or minus 6 degree rotation about its center, 7) Gable studs spaced at 1-4-0 oc 8) This truss has been designed for a 10.0 fist bottom chord live toad nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any of members, with BCDL - 7,Opsf, 10) Refer to girdeffs) for truss to truss connections, 11) Bearing at joint(s) 32 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of beating surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 to uplift at joint 32. 13) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1A and R802. 10.2 and referenced standard ANSIYTPI 1, 14) 'Semi-rigid pftchbreaks with fixed heals" Member end fixity model was used in the analysis and design of this truss. 15) Graphical purtin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. zmzaffl»m July 7,2015 Wee—he "I"eaeo—otatpoynt,mewtne Vellta"et els'mfd mad notes on this Truss Do%gn DramArg (TM to of LTM and Me DJ Retweece Sheet try. 11-14p W00 IM Unteas othervese stated on the TOR 0MY, Wek comedor plates shalt be wed for this 'a Them Detogn Eroneen it e, Specatty Enotme f, "o presents an acceptame of Me WoMmonal enMooeAN,e%pom0ky W thedesW at the %word Truss doWled ov, the TOD oaPy, undat TR I The demo �myemns. to W1410m, -1h1=-1Y1?ZY-11M t1h*ts Truss for any &.#M? of t!�rjrMRAy of the (Xvnec the 0�rs awhonzed age the 000teet af Me Rr. the MC, the tomi bleRaW wade and I The appfWat of Me TOO and any toad we, of OW oase d N hanftv, sexage e"tatalunt and bm"g, Shaft Desonet and Contraclor. AN notes set Out m yea TDD Met the rrcactktes Of BU: Safety WOMMUM (DOW pubfished by TPt and SBCA we refeflMood RX genwW9Udance TPI I deftnes Me rospoMbIbes and dutom of the I toes Desgner. Twos V T",M=cMP0ne`aS De%V, E cenes, fen$ fahewee, defined by a 60ad agmeo UPW 01 MIWV by 49 partats ImNved The Thmf DsQn EVnftf et NOT the Bwdeq Desghe, or Cross sygemi Enqpm for any buitang Ad captWoed tens we as defined do TPI I qV Copyrght 0 2954 PwoBuW ZaJ EVa"TeV, L LC, (0Q) fyeprodec%oh ol aus dochtavq, ~n xray tend, +s p�epjhqed eddowt wMen pa,,wwo,, "M pporywo.urj &WINEMNOUC l, ..* i tires qVw FY I Cheekside d Qua# Harlow Ran try Lot 4 P"y1yack Base1100991994 10:RKHtVGbHiZVGinO3S2oGTJyKHSc7Kz.vNnsmVV)GG4—SqrSIW56rs78PxkViegmAc'zoz-,Vg? 6-1 6-1-8 4-11-0 4x6 = 4xis = see 802 6 13 12 1110 9 16 8 17 7 30 US 3X4 Us Us = 2X4 V K� LOADING (psh SPACING- 2-0-0 CS1. DEFLin (loc) Ildeft Uld PLATES GRIP TCLL Plate Grip DOL 1,15 TC 0.91 Vert(LL) -0, 14 8-9 >999 240 MTA20 1971144 TCDL 'N' Lumber DOL 1.15 BC 0.55 VerftTL) -0.3111-12 >999 180 BOLL 0.0 Rep Stress Incr Yes M 0 81 Horz(TL) OW 15 n/a We BCDL 7.0 Code IRC2009/TP12007 (Matrix M) Weight' 198 ib FT = 0% LUMBER. BRACING- TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 No purlins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 no purfins (2-2-0 max,): 1-3.5-6. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing OTHERS 2x6 SPF 210OF 1,8E WEBS I Row at midpt 1-13,3-9,4.8,5-8 REACTIONS. (lb/size) 13=1731/Mechanical, 15=184210-5-8 (min, 0-1-8) Max Harz 13-351(LC 7) Max Uplift 15=4 49(_C 7) FORCES. (lb) - Max, Comp./Max, Tem - All forces 250 (to) or less except when shown. TOP CHORD 1-13=-1686/28,1-2-1779163,2-3=-2444/0,3-4-182515, 4-5=-848/36,5-6=-622/55 BOT CHORD 12-13-274/184,11-12-257/1779, 10-11=-190/2452, 9-10=-19012452, 9-16w_1 19/1520, 8-16=- 119/1520 WEBS 1-12=012253,2-12--1315144,2-11=01851, 3-11=-460/0, 3-9-1257/95,4-9=-10/10,41, 4-6-1529/151, 6-8-145/1650 NOTES - 1) Wnd: ASCE 7-05- 100mph� TCDL=10,$psf; BCDL=4.2psf,, h-15ft; B=45k L=31ft; eave=4ft; Cat. It, Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water pending. 3) Plates checked for a plus or minus 5 degree rotation about its center, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20,0paf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other members, with SCDL - 7,0psC 6) Refer to girder(s) for truss to truss connections. of bearing surface, 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1A and R802,10.2 and referenced standard ANSWTPI 1, 10) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top andifor bottom chord, 32�i . .11 'ease �Iihd Vee I I - Mt DeRne ifira,Uhtniir otheneW viftfid on the TDO, only WTak Ctyndad(K fAidall shall he need for this "CDD to te ndid As a Taus Design Ersew, (te , Stxy�Wry Eiylrt�irT, trz - — seat W any TOO reptassinat an acceptance of the prolessiareff nixneving responsibility for the desive of the syntie Tfusy depaheri on the, TDO orgy, -601 TPI I rurdesq N nddisna � tfuikfirat Dieli.K in the Contest Of the 180 the xtC, the kneel Wading code aria �'la I The WfUangtyy and day, of On TM%% for any fretal is ft delPiamiWAY Of the OwMN, M0 Oaffral`% alAWZed agetyl or the , n astainsphons, kfadi� w -d txacytya shale be the 0 Ole Sraktaeg tntygn� aixt Corantaw AN not" set an in the TDO and the appravat of the Mean any fleyau,ye pt the prac*rm, add guidedries insuedepf cmirstrient safer, infixnahon {FCER) published by TPP and SOCA are Ififenniciel to, "sentl guidance TRI I detifts the MIP"AAWS efld dutas in the Tfwa Detaxap, TAM D0.09n Froftee and TnAn Matiunduref, drefer, oviereyhr defined by a Contract agreed axvin wiW9 by 2A panes 4woled The Treat, Dan. Engines, is NOT the Sriildmg De tapad a, TnAs Senora Engayeer fat any burdipi; All calidshned tones we ey deread in Tpk 1, q, any hanar is theitubded permission firmPnatfusid-CaJ July 7,2015 IZ-V fiWGWAMNQ,,,,C d l uan e Yip gray Etler t t Croak,-Adt, t Ottyuf HNIOW Plan 4,4 Lot d PiggytdscA Base d S6( iIi i9fl4993�5 f "At s t= J WU14 Mi tek indoiStn&S. 100, T Us JUI 07 US 11).RKHi4ls^,faH$ZVGinQ3S2oGTJyKHSc-bVJXHa7tOGaOxbcP4'OT2 Kf20L 7-2,7 5-7.9 2.8-0 4-9.8 4-9.9 4-11_0 06 Scale M 1:89.6 Us 5x6 :.- 802 e 6 7 it 13 12 11 19 22 23 8 24 s 3xE .-: 20 EE Us :--. Sxs = sxs -=: 2x4 li 9 ry LOADING (fishSPACING• 2.0-0 CSI. 9EFL. in (loc) lidell Ura PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) «0.37 9-10 >992 240 MT20 197/144 TCDL 18.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.66 9-10 >555 180 BCLL 00 ` Rep Stress lncr Yes l WB 018 Horc(TL) 0.12 18 nta Tire BCDL 7,0 Code IRC2009II`P12007 (Matrix-M)Weight: .m..RRACtNG-,.. 191 lb FT - 0% LUMBER- TOP CHORD 2x4 SPF No,2 TOP CHORD Structural +Mand sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 or purlins (3-9-14 max.): 3-4, 6-7, WEBS 2x4 SPF No.2 BOT CHORD) Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x6 SPF 2100E 1,8E WEBS 1 Row at midpt 4-10,5-9, 6-9 REACTIONS. (Iblsize) 1=17801itAechanical. 18=1887/0-5.8 (min, 0-1-8) Max Harz 1=385(LC 7) Max Uplift 18=-150(LC 7) FORCES.+ Rexcept TOPCHORD t ♦ BOTCHORD t 10-11=-191/2001, # 22-23--10711319,9-23-10711319 WEBS 2-12--816/111, A t 7-9-139/1733 NOTES- 100mph; 1'CDL=10.8psf; BCDL=4,2psf; fl=15t 8-45t L-31ft; eave=4ft; Cat. 11; Exp, C; enclosed; MWFRS (all hihghts)� cantilever left and right exposed � end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=I 60 2) Provide adequate drainage to prevent water pending, 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10,0 list bottom chord live load nonconcurrent with any other live toads, 5) ' This truss has been designed for a live load of 20,OW on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7,Opsf. 6) Refer to gliders) i ion 7), @eahn at fointV 18 considers, of bearing 9) This truss is designed in accordance with the 2009 International Residential Code sections R502,11,1 and R802.10.2 and referenced standard ANSlrrPI 1, 10) + ♦ pftchbreaks with fixed and design 11) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord, .July 7,2015 v w . ua e a Tia man a r us arms for Aia+tuPscAurad Products" toren VVerkttyy design parameters and lead /rates an Phis Truss Dft qn Otao- hmia TMa-d ft E)sJ C2aPekerdce =1(1, han! (ret+ IT- 14) Won, use.ofteess ofhonose stated on the TDD, only Wsk Connector ptados ShM on Used fkar INS ia@ to t* Veld AS a Truss Deatin kngrnecr h e, S{ tafty E ngenes eE, th, seal on any TDO rep esents an a^veeptance of the otaastanat Me otmenrvg taspoesrtemy tar the decent oaf the son the Truss depicted ren the Too onty, under TPI 5. The dessyl asatxmptierns touring otenstimear, suAr ieMy and use of o0s I eats for any 8utdrng is the porp edialty of the lienar, the OVOWKI tarthonZed aprat Or the it.=W ng Uasryt+rer, . the Motion of the lti4. the l9L,. khs: ipcaP troextclireg rxtfa a+rui TPt i The approval of the TCltl ;and any /lett of the Truss, ncdudsrgl hatuev±.yp FYur zgu, ardspateehon taexS braavng ehaA be Phu re5p+na'ds+Li4tg of the Butting i7exg+eer arx9 contractor AN holes set auk in the TM and the prsn^dccava and guk9eitraaPs of Bu i2 cQMPM*,M Sandy ln€armat¢cuo- XS4} /red by TPI and SSCA are menenced far geanv aP guxiarrce TPI t reveries the res ehtttrsfl and duties of the Truss Defigion, "Truss i n E, r er a+wi Truss Manuiaauref W,iess otheAvis 0 606(red ey a Contt'ad agreed VM is effWhg by a9 part tcS in, O err The Tne Cs"on, Engin eor s N 0 T tha Emeang DesVrre, re fauns Sys lem E'.lw,Tinoa, for away broldrng Ad a aix aixted farms are as ddkud to TPI 9 2zly, �iN�i"1lY .a CcrGytutat07Ui4 Ps�aBau'#i-aeJ Fdlgmaatcrv3 LM{aYJj itafN'addh]YkT51 of #4dacunr+ett, many Eg4Ykt G3 prahbtased Without wx'Skef7 QatRN%3Wn from 2�raE4.Ak,1-QSJ- 1, 900 32014 est Fek tMIUSt.,. 10, RKHiVGbHIZVGinQ3S2oGTJyKHSe-4i5fnTuOl tlA _261-0 31 n n 1.. .._ S Tn:i...�,_ t----"` 12_.-.._._.. .....5 3 12 ___..._.._ 8-0,... _. 6.54.0 4'-97-0...._..-,.. 4x8-- 06 = 6x5 m` U12 = 9 N } Wom 14 21 22 93 12 11. 23 90 24 9 3x4 'w: 3x6 =3x4 ="- BxtQ 5x8 '-:. 2x4 II 3x4 -------------- ---------- 2`x:0 4'fi4Q _.....,_��:.,1�.c9 Plate tTffsets�XMYj ji O fr 9 0 1 9j, �Fi fly4 ii E} 1ryP4�7 R 4 O C1 2 8�, j8 fF S-8 dge� ,.._.___e...-._._....._.....__._.....,.....,-._.,_.,...�. - _ rv- LOADING (psf) SPACING- 2-0-0 CSI, DEFL in (too) Wall Lid PLATES GRIP TOLL 30,0 Plate Grip DOL 1.15 TC 0.74 Vert{LL) -0.25 12-14 >999 244 4 MT20 1971144 TCDL 18,0 Lauber DOL 1.15 BC 0.65 Vert(TL) -0,48 12-14 >765 180 BOLL 0.0 Rep Stress Incr Yes WB 0,88 Horz(TL) 0.11 19 n/a fila BCCAL 70 Code IRC2009/TP12007 (Matrix -M) Weight 192 Ib FT = 0e ------ _ --------- _ _ -,. _ _ _ .,__.__ ___ _ ---------- LUMBER- LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 oc purlins (4-1-2 max.) 5-6, 7-8, BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x6 SPF 2100F1;8E WEBS 1 Row at midpt 5-11,6-10,7-10 REACTIONS. (lb/size) 1=18161M anical, 19-1880/0-5-8 (min, Q-1.8) Max Herz 1=385(LC T) Max Uplift 19=-151(LC 7) FORCES. (8b) - Max. Comp,/Max. Ten, - All forces 251 (lb) or less except when shown. TOP CHORD 1-2=-3343179, 2-3=-298910, 3-4=.2719133, 4-5=-2081140, -6=-1668/31,6-7=-914132, 7.20=-681/61, 8-20=681161 BOT CHORD 1-14«-,',39/2885. 14-21=-24012340, 21-22=-240/2340, 13- 2=--24012340, 12.13=-24012340, 11.12=-154/1745,11-23=-13011682,10-23=-130!'1682 BS 2-14-4491108, 4-14=-101552, 4-12=-861/126, 5.12=-48/739, 6-11=-391360, 6-1 0 =-15761148, 8-10=-154/1722 NOTES - 1) ► rR • ,enclosed; heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=160 Provide adequate drainage pending, 3) Plates checked for t Rabout 4) This truss has been designed for a 10,0 psf bottom chord We load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in aft areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7,Opsf 6) Refer to girder(s) for truss R truss connections, Bearing at joint(s)considersparallel to grain valuer ANSUTPI I anglegrain formula, Building designer should of bearing surface. 9) This truss is designed in accordance with the 2009+- Code t R802.10.2 and referenced standard ANSVTPt 1, Graphical10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 11) pudin representationR.. orientation of the putrid alongR rrd the seat on A's, TDO represents au aaeeptanre or the 1'rores sutlaWdy anal use of twe Truft tot any Buateliag is the respem aAanrvat of telae TOO aatd any taekd W, ,'A ffw Truss, rodudang 9 'asdaces and guerelelvd, at euridnv coruponeatt Safety trodh paOr Npraeer and Truss Manutaduaer Untars calanwo e, far any MAdw tt Ate capttairsed terms are as defined ben TPI t. DM Of d rObUdd Stauthad Tiedo tett AMnutac W" PrfdlMm form Veal n taz'+ti�terw meet read nom, an itis Tnefs DmVn Ontario (TOD stated ata the TOO Wy MT"corrhador platter shall eta, used got thea DD to be valid.. AS a crate Design 5.nilen e, (s e Ern dlety Chomeer), neearrrg reSO00SAsny Mt the dem n ai tete SMW Trusxs� Oaferted on e 100 only, under TPt 4 The deragn ;nssn+tnptebns aaaet+r mPe"'S. storage, 4fst'atratO. and biadnq, shag be the nisporrs¢ta #p 0 the Su#dwq i}P.s9 ner and Cantrea, in the coneuit of the IRC, thechu Aftnn Iles set W sit rTTdDT d Yam. Sip published by TPP and SOCA we CereRe ved W fleuerat gurdanee TPI 1 def nes charMcTtta and dunes as the Truss tuner„ Truss 4 a Coattz agrede ed asron : aus*N by aq -eaters s alved. The Truss Design Ccenew is NC3T the attakldrag CMem�rm!r It, Truss System Engineer' Capyrght 0 2014 f`,0kakr0,J Ehtprireveyr LIC. (i)ra}. Repddrduet&an of this document, in any faun, m moharted unthirm eMetn W., h ssion from Pn,8ufW.DfJ. July 7,201 WM i0,RKfiiVGbHtZVqnQ3S2oGTJyKHSc-Yvf2?p ...... . .. . ....... . a211-1} 19 21 aaa 2&16 s1 as I--- --- ----- ...... 6-9-3 6.2 ti 6-2,6 2-80 4-3-0 4-11.0 4X6 = 4X6 06 SX6 8X12 aM 7 8 13 20 1221 11 22 30 3XI0MT2OH$ = WO = 23 10 24 9 Us = 2A it 110099997 LOADING (psf) I SPACING- 2-0-0 CSL DEP in (too) Vdefl Ud PLATES GRIP TCLL 30,11 Plate Grip DOL I 15 'I TC 0.50 Vert(LL) LL) -0,33 11-13 >999 240 MT20 1971944 TCDL 18,0 Lumber DOL 15 `!yes BC 073 Vert(TL) -0,59 11-13 >624 180 MT20HS 1481108 BCLL 0 0 Rep Stress Incr M &75 Horz(TL) 0.11 18 n1a n1a BCDL TO Code IRC20091TPI2007 (Matrix M) Weight: 189 to FT - 0% LUMBER- ------------ BRACING. _ _ - _ - - --- TOP CHORD 2x4 SPP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 oc purlins (4.7-8 max,): 5-6, 7-8. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SPF 210OF 1,8E WEBS I Row at mlylpt 4-11,6-10,7-10 REACTIONS. (tly/size) 1-1837/Mechanical, 18=1917/0-5-8 (min, 0-1-8) Max Harz 1=385(LC 7) Max Uplift 18=-I5I(LC 7) FORCES, (lb) -Max. Comp,/Max, Ten, -Aff forces 250 (to) or less except when shown, TOPCHORD 1 -2= -3321/80,2 -3=-2,90010,3-4=-2657/40,4-5--1805/46,5-6-1485165,6-7=863/43, 7-19--686159,6-19-686/59 BOTCHORD 1-13-34012854 13-20-218121W 12-20--21812188,12-21=-218/2188,11-21=-218/2188, 11-22--93/1275,22-23-93/1275,10-23=-9311275 WEBS 2-13--5391126, 4-13--13/676, 4-11--10261147, 5-11--0/316, 6-11 =-901742, 6-10-1490/149, B-10-148/1728 NOTES - 1) Unbalanced roof live loads have been considered for #its design, 2) Wind: ASCE 7-000mph; TCDL=10,8psf; BCDL=4,2psf, h=15ft; B=45ft; L-31ft; eave=4ft; Cat, it; Exp, C� enclosed; MVVFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1 A0 3) Provide adequate drainage to prevent water pending. 4) Ali plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10,0 psf bottom chord We load nonconcurrent with any other live loads, fit between the bottom chord and any other members, with SCDL = 7,Opsf. 8) Refer to girderia) for truss to truss connections, of bearing surface, Y 10) Provide mechanicai connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at jointia) except Ot=lb) 18=151, at figgaigg 32* Van an Aand the DO Relefence ShefbBrev 1 t-14) bebte use Union wheowsOwoedon ft Mc. We Wye, mmedorp4eftsfeal be used to, thys7one the seal on any TDD moresfynts an acoeptame of tho pt0hSWe,0 enifavioing for the desmon of the singie Than depated an the Too and use Of thin Truax for any BuOdan9 is the responMkAity of the Ow wr the 0,enar's authored 3"M of the Suddina DM n the 00M ot the TDD and any reW uso of the Tnr.vs, including hardgr seyage, mtoffabon aad bnayng, shadbe the Te%p*nvt*ey o the Sudetafif De prarkcua and oudebms of Budding coniftoneat Safety (SCSi) putfthfal by TR and SBCA we retweneed to, 9towria gfudance TR I i: Design Ereamw and Ttuss Manufannow, miess otheheiae ddmOd by a C014toal Weed 14M - efiRiN by aR paditfs 00ved The Twss Design E to, any bwURV Aftcayetaiaed term we as defirexi in TPI I 2014 th0thted,0M Engineefl%r LLC, (DIJ) RewcahiCrOn of this document, in ebY wio, M Were led w9hout writ o phmnaeon ftom P,o8uwfDrj Im out dh the T00 aw the of the TruyslatsVnef Tit vs r 0, Tn" syom E;nseaW July 7,2015 N ... . ............ i-- --- ---- ------ 6-4,6 2-6-0 ' 3-9-0 7-5,0 mm� 4xfi 06 802 13 20 21 Q 11 22 23 10 24 9 3003X4 = WOMT20FIS = US = 3x4 fl ff� LOADING (psh SPACING2-0-0 CSI. DEF in (10c) pit 1 PLATES GRIP TOLL X0 Plate Grip DOL 1,15 TC 0,73 V-111(tt-1 441 1-13 >ge7t4 2�4dO MT20 1971144 TCDL 18,0 Lumber DOL 1,15 8C 081 Vert(TL) -0.7211-13 >554 180 MT20HS 148/108 BOLL 0' 0 Rep Stress Incr Yes VVB 0."16Horz(TL) 0,11 IS old n/a BCDL Code IRC2009fTP12007 (Matrix - M) Weight: 197 lb, FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied of, 2-2-0 no printing, except BOT CHORD 2x4 SPF No.2 end verticals, and 2-0-0 Do putting (2-2-0 max.): 5-6, 7-8, WEBS 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SPF 2100F 1,8E WEBS I Row at midpt 4-11, 6-10, 7-10 REACTIONS, (lb/size) 1=1994/Mechanical, 18=2103/0-5-8 (min. 0-1-8) Max Harz 1=385(LC 7) Max Uplift 1 --1 O( -C 7),18=-1 51 (LC 7) FORCES. (lb) - Max, Comp,/Max, Ten, - AD forces 250 (to) or less except when shown, TOPCHORD 1-2-3655/91, 2-3-3223/11, 3-4--2973168,4-5=-2090175,5.6--�1737/92,6-7=-1228f73, 7-19=-1046/85,8-19--1046/85 BOTCHORD 1-13--354/3147,13-20=-237/2463, 20-21-237/2463,12-21=-237/2463,11-12=-237/2463, 11 -22--11211558, 22-23� 112/1558, 10-23=- 112/1558 WEBS 2-13-5521130, 4-1 3=- 121702, 4-11-1056/150, 5-11 =0/414, 6-11--87/645, 6-10=-1481/149, 8-10=-15311866 NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) WmL ASCE 7-11 100mph; TCDL=10.8psf; BCDL=4,2psf,, h=15ft B-45ft; L=34ft"eave-4ft, Cat. 11 Exp C; enclosed; MWFRS (all heigtdts)� cantilever Wft and right exposed; end vertical left and right exiyosed� Lumber DOL=1.60 plate grip DOL -160 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10,0 gat bottom chord We load nonconcurrent with any other live loads, 7 "21 W'2114�9AMW 4447�%rli fit between the bottom chord and any other members, with SCOL = 7.Opsf, 8) Refer to girderts) for truss to truss connections, 9) t1regring &�—jiiinfts) 18 rrviislfers tavzllel I* f vAue usinYS117PI o. .b itrein 4-mrtyla. Buildirtitfesitiner shoult firerifir-"liacity of bearing surface, 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) I except (jt=tb) 18-151 11) This trusisis-y"," &22-4 standard ANSIITPI 1, 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this tmlss 13) Graphical purlin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, MOSOMIZEM July 7,2015 11OhOsoi free -keel ie xcxn tyrant of FrOBUnd Standard Tefrm for hays ed Product,," tomo- Yen j d"go painfroffiete, 414 mad AIX" on Oft Tousit Deespi Dho" (TDOp 11- 14) befine uee Uniess Otherwise stated on the TOO , OMY VrTek Connedix PW" Shatl be used hy, thy, 00 in be VW4 As a Truss Design ErONohn n e.. spoliator Enginewt the seat on any't£7D rtpresnnCa an acceptance sat Oho pufftismai tuft design of the swore Truss inimicrul on the TDO uey, nude, lot I The deeW aithienthikM idading consfees, sudabdity w1d use of this Tnm fw any Suehei is the msponedwAy of the r. the isenois athedozed awt of Me EnififfifOnsoniff, in hW 0000-1 Of the RC 010 W, the karat budding codas and TR I Tice Atumal of the, I DO end any r*W use of the Tfv Wd-fing hosyROV, Starap, 41sinigiiison and bwou shag be tha rh%pomVir, of the Butinkig Designer and Contracan, As whis, set out ;n the I Do and the s's O= in uOu go nou nenfi gdwex No I defines the mV0MsRA*%&14 du of the Truss Untsyrier. Tam 'Ur tos" Deso, Els ge�edaenid"T%9,,os !gV29T7%nhs% by 4 COrdrant egwd upon, M -Aver by a9 pa,,ussmv ed This, This% Neigh Entpieteg is NOT the Buodro Defogner or Truss System 6iiriiew _qy fnt any bulkfing An teams caplotized telare as defgain Tin I RePlOucyWri Of this 40cle'04-1, I- any food. !$final",xi antbout owithin pennisinst oPwhroj mn ,08rENGINSWNG.n.c ID:RKHrVGbritZVG}sit]:3S2oGTJyK}f c-UFnoQUwuKouN4DipFl5GpuZ2pQcE,A$ vSwldez Viw 8--- a ....._._ . e__.._..i € 5-512 5-5,12 2.8 0 5'S- _ 7.5-0 Us 4zr> 8xl2 as 20 FORCES,Comp,/Max.(lb) or less except when shown, t4 r w bN14-24=-25912607, 13-14-25912607, r , 11-12--14811950, 11-25=-1 48/1953, 10-25--14811953 WEBS e t« B-10--151/1826 NOTES- 1) heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending, 4) Ali plates are MT20 plates unless otherwise indicated. checked5) Plates for degree rotationabout 6) This truss has been b b for a 10,0 psf bottom bib live load nonconeurrentany other live ;ba.. ♦ ♦b " ♦.A b. L b b b'. b b betweenfit bottom A and any other members, V) Refer to girder(s) for S) Be w-valtut—, ealt of A 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (A standard ANSI/TPI 1, 12) i b pitchbreaksb.. b fixity modelb design of 13) Graphical purfin representationdoes not# orientation of the puffin along the top andlor bottom chord. M t M July 7,2015 VVARNRKt- f ase tirsuoeetiy rewrew ttre'tftxe u er"s A&MRees mentor Fro thh T't+o, dardonly TennsVrTek foo hector Ptat"! Pr o s taftn Vats T de to pefameAs Tn of rd nodes on ihxt Truss Spee n y Ereh. (TC1C>) and Hie DrJ Retererwa;:.hntt (rcw i t -toy use.Utx`esS e4 stateei an tin: YnC`e only MTek a°:srenector piades sRaatt be Used fee ihw,z YLifl lea Pa+s vapkt. As a truss C.)n Ftxyttteer q'ee 4u"iasctaRy Eergmeeep.. the seat or, any TDD regu'esents an acceptance of tate Mr $"%Mat er rafteting reaponsf xky for the d.,Wh of the eiN* Tmss depuated on the TOO only, under TFf i The d rr aassvtnptsms [a��tsr� � b mx. aou+tatr4ttyy and use of this T"ms W awry if eheng; les the rets bafty of the r, the "s aoronau,ed agent or the Hut Clea.Taw, ut the context of the trRC, the Me, the locale bue&E"code = Pl i The s at a4 the TSD and any Hek9 tree of the Truss thckx iV handeg Owns, emstaflo0on and bracing, shaft be, tem roe tifity aY the k3uski�..g ttesggraer aril Gan4rasRor. Ail runes set out+n the CCA7 arra the g.FBChies and quxisi rr:s uY 6uahterrg Caen inert# Safety lnfrxmaStots {6CSfiy ptktriisfred krq TPI and SOCA are rc teterrcea'i (ar geaseset tusiartro Fiji ! deflate Me resPoosttatatsss arks ChAtes of the Toles UeeVer, hues Does. Ec�gtneas and Tms Ma.0ol¢axer, usrtess othak e defins�ti try a Car4raxx egr f rsgw.wx ua k4nrftckty hY aH partPaWs tnvcdvcd.'!rw Tnafas i}os+�r+ Ezrganrrr H: NOT the SS,+' nac vx Truss System F.ryguaceR for anY MAkWV ,Alt caMaibed germs are as defined to TPI T. a.. COPYrota 0 :2+094. F teeukkt-W Eirrgprneenrrg, LLC.. (Wt ReproduCteto Of ibis S 00ohYe s, in any MTM N ponOtAt ei w#hout wvdten puaasathh iG 75 23 24 14 13 1211 25 40 26 B 3xit7 == 3x4 = 3xSO MT20HS = 2x4 ti sxs �:- 3x4 11 300 m=' 34 -- 8Za 2 t3 CD 5 p 7.5-,._.._ d, ,.... _.-- _.._ LOADING(pst) SPACING- 2-0-0 Qui. DEFL, in (toe) Well Ltd_...,.. PLATES RIP TOLL 30,.0 Plate Grip DOL 1,15 TC 0.66 Vert(L.L) -11.29 13-15 >999 240 MT20 1971944 TCDL 18,0 Lumber DOL 115 BC 032 Vert(TQ -0,55 13-15 >732 180 MT20HS 148/108 SCLL 00 Rep Stresstncr Yes WE 096 Horz(TL) 1312 20 old Tile BCDL 7,0 Code 1RC2009rrP12007 (Matrix M) Weight: 205 lb FT O% LUMBER- BRACING- TOPCHORD 2x4 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or -7.0 be purlins, except 6.7: 2x6 SPF 210OF 1.8E end verticals, and 2-0-0 oc purlins (2-2-0 max.): , 7-8. BOTCHORD 2x4 SAF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oC bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 6-10,7-10 OTHERS 2x6 SPF 2100E 1,8E REACTIONS, NS, (lb/size) 1=1970/M arsical, 20=206410-5-8 (rein, 0-1-8) Max Horz 1=385(LC 7) Max Uplift 1=-10(LC 7), 20a-151(LC 7) FORCES,Comp,/Max.(lb) or less except when shown, t4 r w bN14-24=-25912607, 13-14-25912607, r , 11-12--14811950, 11-25=-1 48/1953, 10-25--14811953 WEBS e t« B-10--151/1826 NOTES- 1) heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending, 4) Ali plates are MT20 plates unless otherwise indicated. checked5) Plates for degree rotationabout 6) This truss has been b b for a 10,0 psf bottom bib live load nonconeurrentany other live ;ba.. ♦ ♦b " ♦.A b. L b b b'. b b betweenfit bottom A and any other members, V) Refer to girder(s) for S) Be w-valtut—, ealt of A 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (A standard ANSI/TPI 1, 12) i b pitchbreaksb.. b fixity modelb design of 13) Graphical purfin representationdoes not# orientation of the puffin along the top andlor bottom chord. M t M July 7,2015 VVARNRKt- f ase tirsuoeetiy rewrew ttre'tftxe u er"s A&MRees mentor Fro thh T't+o, dardonly TennsVrTek foo hector Ptat"! Pr o s taftn Vats T de to pefameAs Tn of rd nodes on ihxt Truss Spee n y Ereh. (TC1C>) and Hie DrJ Retererwa;:.hntt (rcw i t -toy use.Utx`esS e4 stateei an tin: YnC`e only MTek a°:srenector piades sRaatt be Used fee ihw,z YLifl lea Pa+s vapkt. As a truss C.)n Ftxyttteer q'ee 4u"iasctaRy Eergmeeep.. the seat or, any TDD regu'esents an acceptance of tate Mr $"%Mat er rafteting reaponsf xky for the d.,Wh of the eiN* Tmss depuated on the TOO only, under TFf i The d rr aassvtnptsms [a��tsr� � b mx. aou+tatr4ttyy and use of this T"ms W awry if eheng; les the rets bafty of the r, the "s aoronau,ed agent or the Hut Clea.Taw, ut the context of the trRC, the Me, the locale bue&E"code = Pl i The s at a4 the TSD and any Hek9 tree of the Truss thckx iV handeg Owns, emstaflo0on and bracing, shaft be, tem roe tifity aY the k3uski�..g ttesggraer aril Gan4rasRor. Ail runes set out+n the CCA7 arra the g.FBChies and quxisi rr:s uY 6uahterrg Caen inert# Safety lnfrxmaStots {6CSfiy ptktriisfred krq TPI and SOCA are rc teterrcea'i (ar geaseset tusiartro Fiji ! deflate Me resPoosttatatsss arks ChAtes of the Toles UeeVer, hues Does. Ec�gtneas and Tms Ma.0ol¢axer, usrtess othak e defins�ti try a Car4raxx egr f rsgw.wx ua k4nrftckty hY aH partPaWs tnvcdvcd.'!rw Tnafas i}os+�r+ Ezrganrrr H: NOT the SS,+' nac vx Truss System F.ryguaceR for anY MAkWV ,Alt caMaibed germs are as defined to TPI T. a.. COPYrota 0 :2+094. F teeukkt-W Eirrgprneenrrg, LLC.. (Wt ReproduCteto Of ibis S 00ohYe s, in any MTM N ponOtAt ei w#hout wvdten puaasathh iG Piggyback Base Girder 'bw 3 ml 4 "zoo' anieKer,%ioustnes,urc FueJul 07Q9oc3620l5 Pagel tD-RKfiiVGbHfZVGjnQ3S2oGTJVKHSc-yTKAdqxX'OEiNH?PDC,VM669bpxeVR2Z86fl94z—Vfv 6-5-'7 16-Ctir----- 7-6 a 2.8-0 7.5-0 7-5-0 4x6 44 SX6 802 14 22 23 13 12 2411 25 10 26 9 27 8 4XI4 Wo it 6x12MT2%VS 3X6 = 5X6 6X8 2x6 H 7xii LOADING (psQ SPACING- 21-11,0 CSI. DEFL, in (lost Well Ltd PLATES GRIP TCLL Plate Grip DOL ,1' 0,92 Vert(LL) -0,28 ":0' 5 TC 12-14 >999 240 MT20 1971144 TCDL 18 Lumber DOL 1,15 BC 0,71 Vert(TL) -0.57 12-14 >697 180 1 MT20HS 148/108 8CLL 0,0 Rep Stress they NO WB (r75 Horz(TL) 0 1 18 me We BCDL 7 O Code 1RC2009/TPt2007 (Matrix M)Weight. 425 1b, 11 FT - 0% LUMBER- BRACING. TOP CHORD 2x4 SPF No,2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 3-4,1-3: 2x4 SPF 2400F 2.()E 2-0-0 oc putting (4-8-11 max.): 4-5,6-7. BOT' CHORD 2x6 SPF 2100F IZE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VVEBS 2x4 SPF No.2 *Except* VVEBS I Row at idot 2-12,5-,9 5-9: 2x4 SPF 1650F I OTHERS 2x6 SPE 2100F 1,8E REACTIONS. (iigispa) 1=538010-5-8 (min. 0-3-7),18=429010-5-8 (min, 0-1-8) Max Harz 1=387(-C 7) Max Uplift 1 -745d -C 7), 18=-683(LC 7) FORCES, (to) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11531/1749,2-3=-7596/1180,3-4=-7406/1244,4-19--617011014, 5-19=-6170/1014, 5-6-29151440,6-20=-2446424, 7-20=-24461424 BOT CHORD 1 -21= -1839/10185,14 -21=-1839110185,14-22=-1839110185,22-23=-1839110185, 13 -23= -1839140185,12-13=-1839/10185,12.24-1241/6582,11-24=-1241/6582, 11-25--113416213,10-25=-1 134/6213,10-26--113416213,9-26=-1134!6273 WEBS 2-14--45013006,2-12=-40501669,4-12=-80814002,4-11--1225/347,5-11=-531/2305, 5-9=-5538/1077,6-9=-2241584, 7-9=-77914452 NOTES - 1) 2 -ply truss to be connected togetherwith 10d (0.131"x3") nails astollows: Top chords connected as folloow at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 be. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalancedroof live loads have been considered for this design. 4) %Mnd� ASCE 7-05; 100mph; TCOL-10,Spsf; BCDL-4.2psf; 11=15111 B-45ft; L -34t eave=41t; Cat. It; Expi C, enclosed; MVVFRS (all heights); cantilever left and right exposed ; end vertical left and right exposvd� Lumber DOL=l .60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water pongfing. 6) All plates are MT20 plates unless otherwise indicated, 7) Plates checked for a plus or minus 5 degree rotation about its center. 8) This truss has been designed for a 10,0 pal bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members, with BCDL - 70psf 10) Bearing at jointhu 18 considers parallel to grain value using ANSVTPI I angle to grain formula, Building designer should verify capacity of bearing surface, 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinifts) except ot-fth 1=745, 18=683. Continued on page 2 July 7,2015 WARNW3, Please thoisalgWy enuars the stanBald rems, for manufaslore'd Produchn. loon se67 defor, pararnssos aro read th. Inial D qn, Dua d10Dp and the DIJ RONueoee 6 ereet lrev 11-14) 102=101410.0, only Well CluWdtle foseft eneff be 0803 for thel DD rs boa vaW As a Tress Des,09n"Ea`prtee, r a . =Wtty E sudatsisfy and use of the, Ineer, rst say onihong is ft ofteswWWAY of rhe Ownee, Me 000ie,% indivuled aglua or ft 8.1for iff TPI I I The design arfouniturceat loacting carralawe floe seat on ally TDD repnotents an accepance of the eagmenraf fellsionakelly W an, desgn of the singe Truss dePsled on W DO 01ty, or,, =Wf 'In 47 neo, W, "* 000*4 Of Ore RC, the MC, the 10aal WkWV case and TPI I The are mon of the TDD and any refit ft of for TNM, ltdudlng henotes, stryage, pasallatton and bavV, shag be the testiso the Butbling Designer and Coreuictof AD Wes sel oul an the TDD and the pradices and gwdefines of Suddilg Component Safety k1floffhaWn (BC�Y) Published by TPI and SBCA we referenced for general quWance Tel I defilms the Msponsusthtem and dub" of One Truss Designin, Truss Design Engineer aW Trms Manufacturer, unless tuthereeoe defined by . tooned agreed read up0o - "WV by AN parresemoned, The, Truss beeg. Efoentler 6 iZT the 6.00M 0*.Qw a, Trues Synere hngloet, to, any bwRouff AM capUlzed term ate as defiraeln TPI I 2ZY, Copynahl 0 2014 ProSurld-DO Enstmeorrs- LLC, (0,ff Rep uld-,Wn of ties, dolasilent, in any form, M prolubted alaboel seatsn penneam from Phs,,ky0,j law a 1-a. 12) This truss is designed In accordance with the 2009 International Residential Code sections 8502.11.1 and R8O2.1O.2 and referenced standard ANSg1TPt 1. 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purtin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 15) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1788 to down and 216 Ib up at 8-0-12, 577 lb down and 173 ib up at 10-0-12, 572 to down and 971 lb up at 12412, 662 8b down and 171 to up at 14-0-12, 7017 Ib down and 970 lb up at 16-0-12, and 726 Ib down and 944 to up at 18.0-12, and 690 lb down and 221 to up at 20-0-12 on bottom chord, The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab, Attic Storage: Lumber Increase= 1, 15, Plate Increase= 1.15 Uniform Loads (pit) Vert: '1-4=-96, 4-5=-96, 5-6=-96, 6-7=-96, 1.11=-14, 11-26=-54, 26-27=-14, 8-27-64 Concentrated Loads (lb) Vert: 13--662(B) 12=-707(5) 21=-1788(8) 22=-577(S) 23=-572(B) 24=-726(8) 25=-690(8) _ _.. ere cfyre ty review thntender o eYa Ac ement to on :Yin, only Termek €o driso,au£+seeKi Ppohaft be to arm Moldy dc�sr�n pa€amettrs Tr read sides int the Truss SDeIgnpecal C}rarvvh ell mrnf Ftnt 47tJ Rtfaret meet {rav 91 -ilk taeWre s�e.i,dnk�s o2haxm`rae slated nn the Tr%dA only RhTtk at»mewdrs PSaEtrs shaC4 isas asst# for than TGiJ ttn Ge vatdl. As a Teuss tJasargn E r ie e, bAecsattY e:hdxses�r#, Phe seat on any Too noxeoents an acre p£ance of the PfisteSsaYte retgi+ic ernrg feeP vreOMY for Ptat desiffn 01 the sargie Toss defected on the TDO lady, never TPP i. The design asstwm} ,m, tattedas� aasdeaasrns. suetadruty and usa of Ciks esus fed any C#uasiasg z3 tttit res^.£:.ra»s6btirty of the tawYwcr, the Cy wttrs.lvihaetx&¢t agsed, or Efts dwic38rvy iaar,.�gnes, n Phi cadYeel ai the RC, the ON, dire rdeW bu ldang code a:vet 7N 1 The a6ferovat Of the TOD asst any bled use of rher%, %, eddy y; hanming, storzage_ tnsdagroxin and brmie ahati be the respnnv MY t# stet €ivasding k?e sugnee and Contra k s.. As mates set oat an the TDD snot the rw'ar�¢xcas and guwdm'serags of Suddkrott Comf'tnrart Sa#a^.dy Pn6dnt59SSn BCSSI pubtshed by Tt C and SBCA are st#eeenced €os gesx>rae guniarn It78 l detinx:s Che re°spasrs+",ai itts ;mrxt duties of i3sc irzsss. t:ttsagrcr.. Tensa &isxydat Esrgxseer and TUe PAmnuCauitirrer antras d1P1Hr`+»hB Slefiiheta# try a Ccurtract agreed upnn as wn�£arrg by 3N rYartma rasra4vcM.. The T n.+sta i?csrgrr F.rrg.¢eoer r� NC}T the attt#dnxp [aesigr°rt ax Ssuss Sp9Pttrt rrtgmeuc for any binklang_ AA, ti d@alwbd ounhe are ad dowsed o, TPi 4, c.o}ayriprtP 0 7014 PsafliuikiiarJ i:ray7erneenrag t:E:C. #CK.V$. RePsgduathut of Vawa docuanrnt, in any £nrm„ ire pvohitute4 svYhruS xraCen permCsaivaa ruin r'ers6eNedtkJ. 2A = LOADING (pso SPACING- 2-0"0 CSL TOLL 30,0 Piate Grip DOL 1,15 TC 0.25 TCDL 18,0 Lumber DOL 1,15 ED 0,08 BOLL 0,0 Rep Stress Infor Yes WB 0,00 BCDL 7,0 Code IRC2009ITP12007 (Matrix) M IMMIZEM DEFL. in (too) Ildell L/d PLATES GRIP Vert(LL) 0.00 I n/r 120 MT20 1971144 Vert(TL) 0.02 1 ntr 120 Horz(TL) -0.00 4 me Wit Wdigft 13 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (thisize) 4-20613-11-11 (min. 0-1-8), 2=272/3-11-11 (min. 0.1-8) Max Harz 2=91(LC 4) Max Upfiftit=-1 3(LC 4), 2--27(LC 7) FORCES- (lb) - Max. Comp,/Max, Ten, - All forces 250 (to) or less except when shown. NOTES - 1) Wind� ASCE 7-05; 100mph; TCDL-10.Bpsf,, BCDL=4,2psf� h=15ft; 8=45ft; L-24ft; eave=nlft� Cat U; Exp C� enclosed; MWFRS (ali heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL= 1,60 plate grip DOL=1,60 2) Plates checked for a plus or minus 5 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 51 * T�tigI Ir 6 1 1 q 110. 011 standard ANSVTPI 1, 8) 'Semi-rigid pftchbreaks with fixed heeW' Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consuft qualified building designer, July 7,2015 - ". o' Me the wreesokist$ Of PhArUW StaWaAl TeneS An Manufactured Pr Vint des " pa smatersi anci toad notes on this Truss Design Dneairq {TDD) X oduoW thoo ths VD tgobe, V'Wd As a Tans Dsogn E oftf p a, Specsfty Ensimeset, 17 �!&e te= Sh'eQP(Y107'1 1-14� befiXe, rM Unt"S othfMft Isated on the, TOO, onif, Weir Wmed0f reatft shart be used or, rg . ;11WY the simi on ahy TDD a TOO, onfy. undid TPP I The deWn aswerreons, ioad0wifftms to 4 70 0 os"' he �7` Oe a a 0 ' -0 "a ' 's ne -1-,7-- e :-A r. I fiftoi and has Of mo, 01- U 's—ne 'a 0 he Context p£ the, RC, the t8C. ffie moat btsWingrnotesoh Fqj The of the Too and ge, use - To- at -- hoU H:,sS§ittag Designer and ConftWo, U notes net Win the TDD, and the oasga g, of TF! I dethes the and dolies at the Tres Desitne, Tnm o OTE 4 61 Qs e Engineer m Nor the Buklmg Dewgmff or, Trisha System Erip"nee, for am, bukling AN capdattzed terms we 0% defined in TP! 1 j. ConyFght 02014 RoStodd-W Emr."mar 11C, {Dr t) Rophoduenm of this doloumwA, to any foon, m WoNtfted wahout -Am permoston from Prr8,eW,uj 6WINEMWIC 6 5 zaa =. 2x4 Il 2x4 11 LOADING (psf) SPACING- 2.0X0._ ry W GSI TCLL 30,0 Plate Grip DOL 1,i5 TC 0.18 TCDL 18.0 Lumber DOL 1.15 BC 0.06 BOLL 0.0 ` Rep Stress Inst 'Yes WB 0.05 BCDL 7.0 Code IRC2009fTP12007 (Matrix -M) I I4 DEFL. In (too) Wall L/d PLATES GRIP Vert(LL) -0,00 1 nlr 120 MT20 1971144 Vert(TL) -0,00 1 rift 120 Horz(TL) -0,00 5 n/a nta LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD BOT CHORD 20 SPF No.2 BS 2X4 SPF No.2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS, Alt bearings 6-5-11 (IIs) - Max Herz 2=146(LC 6) Max Uplift All uplift 100 to or less at joint(s) 5, 6 Max Grav Alt reactions 250 Ib or less at Io nt(s) 5, 2, 2 except 6=446(L 1) FORCES. (Ib) - Max. Comp./Max, Ten. - All forces 250 (to) or less except when shown, BS 3-6=-391/90 Weight. 21 to FT m 0% t t i R Y Rigid ceiling directlyfY i -t or t oc bracing. NOTES - M • exposed;heights); cantilever left and right Y .tsed; Lumber D ♦ plate 2) Truss designed foto of •r studs exposed a (normal to the .:ce), see Standard Industry Gable End Details as applicable,or qualified building checked3) Plates for . t...s degree Yt requires4) Gable #. bottom oY studs5) Gable * t 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, *,.far 1,A4x4 INN mvlew fit between ., bottom t members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at jointia) 5,6, 9) This truss P.. y i iii accordance svilIX Ike 2,1149t. fes Yt.. swi6fits ?*42A r{ .. t referanced standard ANSVTPI 1, 10) "Semi-rigid pitchbreaks'theeW'Member end fixity i Y designof 11) See Standard Piggyback i model Connection i i applicable, Y t building yt..: .:t WARNING - Please thwo idy e,sohe the'Cwtomer`s Aute n dent of PfoEke d standard Tera re (nn kranuotewed Prostin e roma Velifiy 4asgn rttsafteAm, anis read ante s oe the Tri sys Dastktn Craw"(TDC asxi fie, CNJ fteterettccr tghee;t (rev 11.14) beSare has ..Uxleatc othem'Me stated an that Too, army M€Tek rr>rue rdo tastes sheet be need far rtes 7rX) to be valid. As a Truss Dern Entitneer )i.e.. SpecNity Esr+gxsetr). tyre seed on any TDD rereasents art aeceptanc•e of the Prafe tSesed esrginesang UntOOrrytdratke the desaig h of the Tons detpxrate:t on the Too, nrriy, unc ee no S The dmagn assumptions, inar5. catnriiinwras, sw+takdkp and use at thks Trwsa far any au m the teepodsebdAy of the t owner, Rhe Opener's auMonzed agent to the SuddWg Deatoi s, on the context of the INC, the 18c,,. the k"I buerting node asst 7P1 t. The ;appsroeat of Nee TDD aaa'a any held use of the Irum, itz %efing hatf€dieq} stormge, insRagst on one fisaanTg, shag be the reep umnsifdy of the Sheared Gesgne€ and Contratior. Aa ernes set our in the IDD and the pprrackxces and guadehnes of Buiklvag Cr#npor rot Safety tnfiXeleton OICSIk pubbshet by TPf and SeCA am referen ced tot 9 frerat grm%aetn+a Tint i detirres thhe € erporrskAdies arss dutties df the Truss rresentar, Truss iiea+grt Errgsaxaer arxE Tceaas KAanuta.^Rorer, unless aihe!v rse defined by a C.entract agsneef upon in wY+errg. by a# parfiaec, <h, ed. tlxe°. Truaa Gtastgn Eargtnecr hs NOT the t3crad+tig i>esrcarw^r car Trus+a System ErgAne¢r fav any taAkfmg Alt cat"Me d terme are as darned in TPI 4. Cotheghtka X14 yeo8 ikf-OrJ E'.ndneenng, ILC, QvtJ} Reproductklev of thte do waren t, many firm, is prothistad without sr:kten permeenon from Pm8fi, tdThj July 7,2015 I am fD,RKHiVGbHt7VQn03S2oGT 93M Raflaw /tan TA Lot 4 LOADING (pso SPACING- 2-0-0 CSL TCLL 30.0 Plate Grip DOL 1,15 TC 0.08 1TCi7L 18 0 Lumber DOL 1,15 BC 0.02 BC Rep Stress Incr Yes WB 0,02 Bc�-L Code iRC200911`1342007 (Matrix) LUMBER. TOP CHORD 2x4 SPF No,2 BOT CHORD 2x4 SPF lrm.2 WEBS 2x4 SPF No,2 DEFL. in (ioc) 1/dell Ltd PLATES GRIP VerfiLL) 0.00 I n1r 120 MT20 1971144 Vert(TL) 0.00 1 nlr 120 Horz(TL) 0:00 5 rha n/a I Weight: 12 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing ifirectht applied or 4-11 -0 oc purfins, except end verficals, and 2-0-0 oc purfine 3-4. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS. (lb/size) 5=81/3-11-11 (min. 0-1-8),2=176/3-11-11 (min, 0-1-8),6-22213-11-11 (min. 0.1-8) Max Horz 2=52(LC 6) Max Uplift 5=-g(LC 3),2--28(LC 7),6=-9(LC 4) NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05� 10omph; TCDL-10 8psf; BCDL-4.2psf� h=15ft; 8=45ftI- L=24ft; eave-dift; Cat, 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOLe,I 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chard bearing, 6) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other five loads, fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 5, 2, 6, 0%*17MIt-mui f6l7mmm- standard ANSI/TPI 1, 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 11) See Standard industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer, 12) Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord, WARNING Flemar deetyugbly meew the "Curtomu's Aefoxe,60typensyM of PrAfhate Standwd ream, (at matuttedwed moduest' deer '10 parwhAwry and readmAes on this Teem Deso, Dralaing fTn[ and the NO the seat on" Teta represents an acmasrsoce *I the, protessathat efeteseang tesporanNify for the deson otftw %#qte Truss depcfed ae the TDD oNyl under TPI I The des oondmons mutabdtat and w" Of this There tof my retideet re the nerfamebogy of Me ca et,, the Owusrs aurboneed Mhea W ft EksgreVa es her, M the sang"' at the 1RCr the ISCI thermrat MAIdunt Way antin I The repaWoyW of the Too xrt any refe use 0 ew, 1,uss, eh%,due ha'dear Worage, rnstealmn and bradnyi, shag be the'esponm ey oythe fit MVer D"14AW and Co di AN mees tet out m the TDO and the Safety inforetation (Wyh'shed nyTFu and SBCA are referenced far gemem9mlance Ter I dfims the re"nabMift and Woes of the Truss Desytmv, Truss D,eytt- Empneen and Trues Matustmees, raless roherase defined by a Contrad areed upon at mbro; by 0 I*n*a metered The Truss Eyeshy. Erayneet es NOT that Suklev DesStow w Truss System Esapneer to, any uWafing All oMeMezed top,". me sd delseet s. TPI I Corytuniht 0 20 4 P108.1WOO Elymee.19, LLC, 00) Reproduction Ot thrs document, . any mtoi. n tKONINed w4hout semen permesim ftom PF0Eeaa%'Dtj July 7,2015 M� 3x4 = 3X6 = 24 -7-4 -- ZZ ZI 20 19 15 13 12 It 23 SX6 is 17 16 14 04 300 = 30 see a r1 LOADING (psh SPACING- 2-0-0 TCLL 30,0 Plate Grip DOL 1,15 TCDL 48,0 Lumber DOL 1AS 8CLL 0,0 Rep Stress Incr Yes SCDL 70 Code IRC2DO91TP12007 LUMFIER- TOP CHORD 2x6 SPF 210OF 1,8E'Except* 4-6,6-8� 2x4 SPF No.2 SOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No2 OTHERS 2x4 SPF No,2 UM CSI. DEFL. in (Ioc) Ydeff Lid PLATES GRIP TC 0,89 Vert(LL) 408 21-22 >999 240 MT20 1971144 BC 0,24 Vetl(TL) -0A9 21-22 >742 180 WS 0,47 Horz(TL) 0.02 11 rue n/a (Matrix M) Weight: 256 lb FT = 0% -------------- BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals, and 2-0-0 oc purlins (2-2-0 ndare,): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 on bracing: 22-23,21-22. NABS I Row at midpt 5-16,8-16 REACTIONS, All bearings 9-1-8 except Ot=length) 24=7-5-8,23=7-5-8, 23=7-5-8,11-5-7-8, 12-0-5-8, 19=0-5-8, (lb) - Max Herz 24-1 26(LC 5) MaxUpfift All uplift 100 In or less atjoint(s) 24,23,11,19 except 16--180(LC 7), 18--148(LC 12) Max Oran All reactions 250 to or less atjoint(s) 14, 14, 17, 18, 12, 19 except 24-31 5(LC 11), 23=1 398(LC 1), 23-1398(LC 1), 16=1 759ILC 12), 11 =728(LC 12) FORCES, (lb) -Max, Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 71339, 3-4=0/321, 4-74=-705/121, 74-75-7051121, 5-75--7051121, 5-6=01303„ 6-7--01303, 7-76=0/303, 76-77=01303,8-77=01303„8-9--6951100,9-11=-7041106, 2-24-273/98 BOTCHORD 20-21=01705, 19-20=01705, 18-19=0/705, 17-18-01705,16-17=01705, 15-16-0/497, 14-15=01497,13-14=01497, 12-13=-20/261, 11-12-201261 WEBS 4-23=-1 170/47, 4-62=-1 2196 5, 21-62-171932, 5-2 1 = 375175, 5-16=_1113199, 7-16=-8671119,8-16=-687197, 9-13=-5/254,2-63=-415178,23-63=-445/85 NOTES - 1) Unbalanced roof live toads have been considered for this design, 2) Wrrd� ASCE 7-05; 100,Bpsf; BCDL=4,2psf,, h=1511 B=451t L=24ft; eave=5ft; Cat, 11; Exp, C, enclosed; MWFRS (all heights); cantilever left and right exposed � end vertical teft and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Truss designed for Wind toads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 4) Provide adequate drainage to prevent water pending, 5) Aft plates are 20 MT20 unless otherwise indicated, 6) Plates checked for a plus or minus 6 degree rotation about its center. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live toads, 9t * This truss has been fit between the bottom chord and any other members, 10) Bearing at joint(s) 24, 11 considers parallel to grain value using ANSVTP1 I angle to grain formula. Building designer should verity capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at jointia) 24, 23,11, 19 Con*KA"A0,18=148. July 7,2015 AWARNTNG PUNUe ffWaug* to, iew ,,.or P.,,,,o,:�srMrfd Terms for Mane-fad-ur-e-d _P_m'drtOV farm Verl7 doup Par ars and read rote% on tery, 7 DO) and the DIJ Referent. Sheet it", 11.141 t. mly KI ek conweVtOr Pt RIM be Meed W INS 00 to be eatel Ass a Truss Desq. Engineer (_�o" Z:90.=1.T1i the Hal on any Too representor an aeoereartee, of ft prof"Groaf turgeenor'N TesponeyNtry for the design of the fonght Three frainded no the TDD only, undw TF4 I The =assuariNjons toadrov cantabons, wtaftyrdy and ure of It's I them, Ire ary, BoOdyng of I" respyewfieky of the Cnfaefr. the 0,ow's "ho0zed *sent or Me Buod%OOS 04 Of tho IRC, the SC. the 01* OrkIng Code alyl Tye I The approeal of the TOD and any feet tate Oft I teres, rreaudwo handtodt, shfiato, KY 'Year �11 the *00t, con"fient Safety Infremabon {Bcst) "oshed try TPI wW SSCA are mterenced for genets! 0 the feek" C'eSVeef and COnharl0l AR notes reat W m the, TOD and the gwdwcv TPI I defines the and wors of the Ts % Defenfe. Tru" unless otlyarmse detereet by . Cofarv,0 afheed upon v, eading try Of padamr imolved The Trusts Deese Enonew a NOT the SuMmq Ertmognan M Tuor Systoto Engmete TPI I defined p ky any b-q!j teu" H c4xnraed Rene, me, as defined 0 2014 foo8w1dD1J Enguemerng, IlC, 0J�, RepadueMor of thm deedoeret, �m any figm, o frotubded yofthout "Iftett premfieffiel krea- FnhNhfN'Hj EWINEMNOuz - I ... 12) This truss is designed in accordance with the 2009 International Residential Code sections R502A 1A and 8802,10,2 and referenced standard ANSVrPl 1, 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 14) Graphical purfin representation does not depict the size or the orientation of the puffin soup the top and/or bottom chord, LOAD CASES) Standard July 7,2015 WARNiNG • Phoia'l%rfor teview the "Curmnud's Ackrarldedsonaind of Peafe�,Otd Standiod Terra ro, Man Rogue 11_ fisduredFlmducWhym V"dinsgaparmetentom read faXeS on ths Tnavl Deligin Duraling (TDD) and the Dol 14i before use UN o oth"Mol, stated all the TOO, only gel ek wonectot pisses shoo be uW flat has TOO to be void. fin a Truss 0"n Engmep, n st, , Specialty Emossid), the seat on any ItyDnsixesents an so.eigance of the ptolessionse elxine���"n of the stroke Tress le Food on the TOO obiV, undel, Tfn I T , sudailifty and use ofths Truss to, any Suffang ved mient w the Blakimi; Dee he didnifir, asisimpronell Welding l000naamis, TOK, in the cOmeld, Of the IRC, the IBC, the 1WAi taoiC4 no Mae ndTP1 I If,# ofiecool of the TDD and any We we of the Tiuss, in"gaiit hardant storage, vinhals4den and bralong, shag be the o the Soloing reoigosr and Caqlacor. Ammit" sal out lo the, rDD and the. PniiamOli and filhlleh-es Of = Cmponsint Safety hifionnotim, WV� Pe"danid by TFO and SiTCLA One nomeaned far fienfoal gulifillve TPI I stiffides on, "... and burns at the Tim DesW,e,, Toles Design Engmee and Time chine, unless Otheneole, defined by a Contsact agreed UPP- - WAW9 fly off Padle. —Wed The Tunas Defoge EOWnev M NOT the SU4dWQ Desnpat, x Truss, Sysher, Eumneet 2zy" any 'Z CaPtakOmd I RX handing arm ale W defined m TPI I Coperght 0 7014 ProSnjg,Dlj Ensineenfer LIC, (Drs) freleoduction of thei dmumeM,m one om, as pnonedgel a4houl anston falnnesear, from Parfdfla�fSJ, EMINEMW,� fU KKHiVtsbHIZVgnQ3S2aGTJyKHSc FgGpSDOvvSGuF1SKL1 E88au7tLeLJC rnMbiisAvAx 4#L ...1331" 29-10.6a _._..,...�_ .�._..e._ ..,._�_..� ..____ .._....... ............__ F ._,.._.._._ 4104 .�._..,.._ . _..__ "0�t Scale - 115.9 Us ` 6.00 �12 � EsXT = 11 12 13 14 15 16 17 18 19 20 21 22 23 99 25 Us 710 ""� .,,, 26 4 27 6 7 7 2 1 J0 1 8 ; 1 # 2{b 4 2 1 2 9 �!i'" 2 29 5 1 4 2&17 t `O,,�,as 3x4 i �.r...,..^'" 6. g "f { 2 5 11 258 8 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 39 37 36F 35 ..34 33 Is, ,.. ._.,_..__ w 34 Ii 59 See 11 6x6 Us 100 f12.. LOADING lost) SPACING- 2-0-0GSI. DEFL, in (toe) Vdefl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0,00 31 nlr 20 MT20 1971144 TCDL 18,0 Lumber DOL 1,15 BC 0.07 Vert(TL) 0.00 32 ntr 120 BCLL 0.0 ` Rep Stress tncr Yes WB 0.07 Horx(TL) (101 31 Bra nee BCDL 7.0 Cade IRC2009fTPI2007 (Matrix)Weight: 224 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORE? 2x4 SPF No.2 2-0-0 oc purlins (6-0-0 max,):: 12-24. OTHERS 2x4 SPF No.2 SLIDER BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Lett 2X4 SPF No.2 4-6-4 REACTIONS. All bearings 41-0-0, MaxUpfift All uplift 100 b ,35,34,3331 MaxGrav All reactions r. « «. 42 41, 0 FORCES.« WEBS 030-33--259153 NOTES - 1) 2) Wind: ASCE • • + « k -«exposed; .p grip DO 3) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS1frPI 1. 4) Provide adequate drainage to prevent water pending 5) All plates are 2x4 + unless otherwise indicated. Gable6) Plates checked for a plus or minus 5 degree rotation about its center. 7) Gable requires continuous bottom chord bearing, « at 1-4-0 oc 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4 been k« •. k WIN W 54,55,56,58 ,59,45 « x > e ,33,31 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 57, 46, 47, 48, 49. 50, 51 52, 53,54, 55, 56, 13) This truss is designed in accordance with the 2009 International Residential Code sections R502,1 1 .1 and R802,10.2 and referenced standard ANSI/TPI 1, 14) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 15) Graphical purfin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord, LOAD Dr. Standard July 7,2015 resew a is men a aantant 01MITek e Manufnedo, plabordhall ewtt,MI The, des4Pnet nakf As and xead Design onetThor Truss"io.pn CH's QTi3Cdi a:� me pr,! i'2eiesenceSheet (rev.. 11-14t befcwa erse..Uriesa othatwvse stated nn the T£1b, omy A,9iYek csurneoic+r plates shall be ux;ac4 eov this Y4'10 to be vadM. As a irusa;. Cassagn En$Meer {ie., ti$axNy Ertgdr), the seal oh any Too to rnesenfis an acts ercerfi e attire {xax{e5.sronpt ertg++:wcair4y r0wemetlY ha the desere of the "It, Trus» depa,Aed on the S'ULi only, under TPP I The design assu ao ka admg owelk ons. arahat tiny and rrse oS th{4 Truss ttx any kiu4daag ss the rant ssMP&y of the 0`aul r, got Ownet's VAtuach at agent or fhe Build a i3es�€esf, m the context of ft IRC, the 1SG, the focal Gw na de aril TPP 1 The aptwde a of the Tt>G} arttl slug toF3 use of the $suss, indtui+r hanptinp storage srrstaeatron an: #'aaexng, xha@E t+a tiro tesAosYsitriIty oP the Bu idrsYg Ck s vet^r and CassTPraetgr. AA rnues ref 01AIn the iE7iJ and the paaaPres and gtedeanes of 0uAdsig Component Safety intpmuahou (sCS4 Guteshed by TR and SOCA ate retererrvmd rdr geref* guidance_ TSI 1 defines the lespatrsabrtaiies and Danes of the Twhr Daatgrrer, I'nrsr New Eni neer and Truss Manufacturer, UnivAi olherwPse define! Pry a Cusskraet Agreed 0901 in ding by a9 Pieces inno ved T he Tmaa Design Essgdr snr;s NOT the SuAwc rkestgoee tar Truss System Engaeew for any lwidng Ali cardalued Tel we as deN ed in Tfri 1. R!@ C.eyzyr ht 0 Zt714 f daeadkk CJxJ Engtna+arurg, t.l.C, (C)+J1 %2a(xsx3uclian of tnia dssourrtant, in aaxy deem, is proiliblied r"dthcxtt wviitesa parmiswc, fiat» PaenauternrJ. ao e ..... n ...� 4,8-7 _ A ..^ . .. 5-4-0...__ { _..._. saca °° 3-0 6-7-12 2x4 If see -.r" 2x4 11 ,aR=u �,� E �v�,3 "_. _... 40 w;; LOADING (psf) SPACING- 2-0-0 # GSI. TCLL 30.0 Plate Grip DOL 9.15 TC 0.75 TCDL 180 Lumber DOL 1.15 BC 0,93 BCLL &0 Rep Stress Incr Yes WE 0,91 BCDL m 7 Code IRC2009/TP12007 _ (Matrix -M) LUMBER - TOP CHORD 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 165OF 1, SE, 1-6,11-14: 2x4 SPF 2400E 2.0E BOT CHORD 2x4 SPFNo.2 'Except' 2-21: 2x4 SPF 240OF 2.0E BS 2x4 SPF No.2 SLIDER Lett 2x4 SPF No.2 2-0.0 REACTIONS. (lb/size) 2=2428/0-5.8 (min. 0-2-8), 13=246210-5-8 (min, 0-3-14) Max Herz 2=-216(LC 5) Max Uplift 2=-131ILC 7), 13=-134(LC 7) 3x10 .= 3x40 MT2tdf'i5 = z F DEFL. in (loc) Udefl Ltd PLATES GRIP Vert(LL) -0,4618.20 >999 240 # MT20 1971144 Vert(TL) -1,16 20-21 >424 160 MT20HS 1451109 Horz(TL) 0.53 13 his We Weight 179 Ib FT = 0% BRACING. TOP CHORD Structural wood sheathing directly applied or 1-10-9 no purlins, except -0-0 oc purlins (2-3-6 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 10-0-0 oc bracing: 21.22,16-18. FORCES,i iTen,• or shown, • 0t 9-10---35991270, 10-11=-3654/251,11-12=-371211 12-13--44401227 BOTCHORD y,20-21=-95/4332,20-30=0/3440,19-30=0/3440, i i WEBS 4-22=-399132,4-21=011041, } , i f, r * r 12-16-7621112 NOTES- 1) fi : M i Yfi; Y.... cantilever is f exposed end vertical i . , be * r DOL=1,60 plate grip f ... Provide i'f s # ponding, 4) Ali plates are MT20 ptates unless otherwise indicated, 5) Plates checked for a plus or minus 5 degree Motion about its center, 6) This truss has been designed for a 10,0 pst bottomf live load nonconcurrent with any other f" • # f' �f of bearing surface, of Proffidewck-q*ica1 i Akers)*f trvss to lehziliAif plate c2.�rzfe1-,-6fw#hstvnfihtg?A i. 13-134, standard 11) "Semi-rigid pitchbreaks with fixed heele'Member end fixity model was used in the analysis and design of this truss, 12) Graphical puffin representation does not depict orientation ;. the puriin along the top and/or bottom f ren+3ew #be iras&rinPPs wtecfeeaw t to on the DD,staOardtl TermWeir or ntoex0 les teal beitoterm Vev7 dtea grr p ea�cteVe¢ and sssd noses are #flet Tnos ti +� beay.#rg ('IDE thud dtra on f$P(0OO re etra�t tray. ---------- 11-14� omp aoce f t+5.t3ruasx at staked on the IDD, Drip hAiTak Pitt pWiea strati t+a for dxe tlTq ka t�se va10d Aa s Tom t eon E er h c. SpWafty E e nt�a,), Pgae stat ort aatg Ft}L1 retxossnPs an aa,,v cPttace of the gaofasaKtDaf era, ereeaag reaWrta"My tar the d#s n 01 the Stobie Tam deta�cted on tho TDD hely, unlea Ver #'Tisa detagn a�asvmpbans, badard eendrhahs, suriatmtits awtS use at dais Teats Rcw srtY taudedcng as the eet}arwzSfbtTBy of the fJssaaer, the CAwnees avi3laru agent or the But= Dftyrwr, in the conte# of the RC, the PBG. the k t buohwxt code aed TPS 4 Thaw rOoot va. of the 700 and any field use of the Truss,. sncktcheq tummorg, st araage, trottaHation and brWog shat be the respansahiPy at the Buskhrei £teseme, and Cnntstcterr. At+aaiea su# aut an ttu^ Tilt? etu9 #hea praSdto and gurdatinee od dur%t,Rmg torn nt StfcaY andarmaticm {BCS6} ted kap 7P1 and SE%CA ace referencad tar gwnerat bcnrdan+ 'iF"i t dtbnaa the zespc r nw8a#aws and duttas of the ttt}ss tJsstgramr. Txuas CN:szagn E:+kgaaoeer haws tryta ManaMa'Aurer unfcet - othem se defined by a Contrad awmd uPoa !n V4Mq by at pa.tn.es trrvoNed The TO,ms fheo3n Engineera, NOT the 8.46eg Nsgner or rhos System rtapneer fix any WON Ads caprt mei hints are as dctaned in i'f'f t. Copyrot t 102014 Proautkl.W rrygineenrg, E.T.C. (fir;). ReplodwAron of this tkc o rant, m any frwm cs proNboeaS oahtw mn'aten peroVWM n van, PIOBU i DfJ July 7,201 a 2X4 E_ —.14—e _.. ......_ 3x408 ..... 34'". WOM720Hs = ... LOADING (psf) SPACING- 2-0.0 CSI, TOLL 30.0 Plate Grip DOL 1.15 TC 0.87 TCDL 18,0 Lumber DOL 1.15 BC 0.86 BOLL 00 Rep Stress Incr Yes WB 084 BCDL 7,0 Code IRC2009fTPi2007 (Matrix M) LUMBER - TOP CHORD 2x4 SPF No.2 `Except* Weight 181 its 1-6,11-14: 20 SPF 1650F 1.5E BRACING- BOT CHORD 2x4 SPF No.2 'Except' 2-21: 2x4 SPF 2400F 2.0E 19-21: 2x4 SPF 1650E 1.5E BS 2x4 SPF No.2 SLIDER Left 2x4 SPF No, 2.6-0 2.0-0 oc purlins (2-2-0 max,): 8-9. REACTIONS. (tb/size) 2=2426M-5-8 (min, 0-2-8),13=248410-5-8 (min, 0-3-14) Max Horz 2=-252(LC 5) Rigid ceiling directly applied or 2x2-0 no bracing, Except: Max Upllft2=-132(LC 7), 13=-133(LC 7) 10-0-0 oc bracing: 21-22. DEFL. in (bac) iidefl Lid PLATES GRIP Vert(LL) -0.47 20 >999 240 MT20 1971144 Vert{TL) -1,0220-21 >482 180 MT20HS 1487108 Horz(TL) O.54 13 We We Weight 181 its FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied, except 2.0-0 oc purlins (2-2-0 max,): 8-9. BOT CHORD Rigid ceiling directly applied or 2x2-0 no bracing, Except: 10-0-0 oc bracing: 21-22. BS 1 Row at midpt 5-20, 7-18,8-17 FORCES.(Ifi) -Max, Comp./Max, Ten, - All forces 250 db) or Was except when shown, TOPCHORD 2-3-1824182, .+ 7-8=-3493/275,8-9--2896/261,9-10=-33601269, i BOTCHORD 2 -22 -22215245,21 -22-225/5343 20-21=-20716096,19-20--61/4067,18-19-61/4067 18-30=0/2995,17-30-0/2995,16-17=-32/3461,16-31=-3213461, 13-15-10813970 WEBS 4-22=-361/38,4-21=0/1032,5-21=-2011283, 5-20=-2182/157,7-20-21886, 1 10-15=-81525,12-15--437/106 NOTES - 1) 2) WirxL ASCE 7-05; 100mph; TCDL=10,8psf" BCDL=4,2psf; ti=15ft� B=45ft; L=41ft; eave=Sft; Cat, 11; Exp, C� eyycktsed� MWFRS (all hei}hts); cantilever left and right exposed, vertical left and right exposed;} # t i 3) Provide adequate drainage to prevent water pending, 4) All #...tes are MT2i plates degree5) Ptates checked for a plus or minus 5 } 6) This truss has been designed for a 10O psf bottom chord live load nonconcurrent with any other live loads, 7) 'This truss has been # .. of bearing standard13-133. I QLThis truss is des in ANSV`TPI 1, 11) "Semi-rigid pdchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 12) Graphical pudin representation does not depict the size or the orientation of the pridin along the top and/or bottom chord. ease iharough9y sev9M thetetrnatunr e Aes% me+t t dPrn thed Standard Teresa aoz edaraatur.rS PrcntiucLa" form. arsS She ar r 32eierenCa 3heeY (rev. 'S 1.14t SxrFsue uae.kfrrl.ss e stated nar the TE?C? an€y ACiTek suanneyicx pwe% shad be er fed for ger, to the ramex oath. RC, the *C. the toeat kkdtdiatg �xte Land TVI 5. The ag a' a4 uY the TC)t? arnd aaey tsaki use a( the± Truss.. inckKka hafldSstrg. sturzge, insitaatpan aatt3 a.s , s§r ro# !re td. respw'rn5 `tttY a Rh. 8.+36#19 D.S9 x?.r end Contractor. AN Was SM nut rn the Too aed the Prasilc.a and gurdeb yus of Bushing t.9= Mrstrd Safety Inkurssfim MStg ' had by TPI aad SOCA are eaterencod for gemml gWaree TP; i deans the raewx+acaa Ma es anti dutk s otthe Ttreut Designer, Truss DestAn Eryp yrer and Truss Aianushfusest erases uster ste deRate t ray a Cortuact ageeed upon ars watte g by e# psadies invtNved.. The Tn Desoa C-.reganva 8 NOT the SoOding Oetag her nr Truss System fh qii er drat' any hurnmy AM "ietAnd terrrrs are :as derated m T Vt 9.. C-Wght 0 2014 Pg0kWkhfk.0 r'.Vneering. LLC. tDfA Remoduct+vn of #08 dtx Wwle+ni, m any We, r$ P+tn't Uled without WTlhen That ss on from Noffdid toj July 7,2015 ID:RKHtVGb iZV(>InQ3S2oGTJyKHSc fPxyjF2o BHp ?oao6ormDw+ irlr6 _ (Rf4g V2._Vfi -.-t),p_„9-6-Ff P'1 #3 145 R5 2iitk ? 14 34,3.7..4}O.-"."._...�4y- 3-8,8{t• .�.,__( 3-" 7-4-7 ._„ _,..„..... 7-4.7 6.2 8 _..._._..8 2 8 , __....e.e,-... _ t7 9 _..._.....,...... ..._._ 3x10MT'26FSS =': 5x8 to 3x4 -":. 4x6 ='::. 2x4 !, 6x12 � 3.00 i2 LOADING (pso SPACING- -0-0 CSL TOLL 30„0 Plate Grip DOL 1.35 TO 0,84 TCDL 18:0 Lumber DOL 3.15 BC 13.98 BOLL 0.0 ” Rep Stress Incr Yes WB 0.70 BCDL 7,O Code IRC2009frPi2007 (Matrix -M) LiE IABER- TDP CHORD 2x4 SPF No,2 'Except' 6-8:2x4 SPF 165OF 1.5E, 1-6:2x4 SPF 240OF ZOE SOT CHORD 2x4 SPF No,2 *Except* 2-19: 2x4 SPF 240OF 2,OE, 17«19: 2x4 SPF 1650E 1.5E BS 2X4 SPF No,2 OTHERS 2x4 SPF No,2 SLIDER Left 2X4 SPF No,2 2-0-0 I AEACTIONS, Max UpIjft2=-132fi_C 7),12--133(LC 7) DEFL. in (too) Vde€t Lid PLATES GRIP Veli(LL) -0.6414-16 >770 240 MT20 1971144 Vert(TL) -1.2114-16 >407 180 MT20HS 148/108 Horz(TL) 0.55 12 nia nta Weight: 172 lb FT = 0% BRACING- TOPCHORD Structural wood sheathing directly applied, BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. Except: 10-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 5-18,7-16,9-16 FORCES, ftb) - Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown, TOPCHORD 2-3-2065172, 3-4=-60201275, 4-5=-7041/332,5-6=45011218,6-7--4222/267, 7-8--30801273,8-9-3047,1277, 0-10=-4014/267, 10-11-A1431212,11-12--45601243 BOTCHORD i A t 4w. 12-14=-10213953 WEBS 4-20381134,4-19�5111625-19=-8/1273,5-18--2447/182,7-18=0/931, 7-16=-16701166,8-16=-138/2007,9-16=-1048/143, 9-14-101676,11-14-5301126 NOTES- 1) Unbalanced• been d for this design, #' enclosed; heights); cantilever left Exp # right exposed end left and . # s 0 plategrip DOL=I 60 3) All plates are MT20 plates unless otherwise indicated, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) This truss has been designed for a 10,0 psf bottom chord live toad nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of t { On # om chord in all areas. rectangle 3&() tatl4w Vi wfomavill Now d i # #t 11 far d beatingof #. dectliry,,• # # d d i "# i t... t.. standard ANSI/TPI 1, #"Semi-rigid pitchbreaks with fixed d fixity model # in the analysis and design of this truss, ... ... ... ...��.. «.....,. n,..w e r � r2rue&t , es rev. t- befole usc.tStriass 01tWese stated on the Sf3ia tmty xatTex coravctaeu ptxtes shaky iw usari t=ar khts TDf3 to Rra va3bd. As a Tnass t7earyrn F, rasrtxxef f+.e ypecsagy Ert9+neer7. the Seat on any TDD represents an acceptance of the Pathawmat faXe eanatp respnrsdngty fce the desofn of Me %WQ1e Trus. &- a led On the TDO only, unlet TPI 1. The deSegi assunnAy rss, yea Ping cont h aas, sudaWy and use at has Tnm toaany Shading ds the responebrgy OF the Oemer. the Ownv% autenruad agent of the swung Des+gner, Mthe 0014W CA the IRC, the eC, the €entt h hearo-s ne de atm T'Pi 5. The atexovat of the IW and any f 0d had rot the Tfues, and defg kX9, Vosagm, mstafl ikon and txan av shag be Ohm rrapa anylKy of The, aurid'#gr Desigaer and Contrafew A# nary% "A .0 m the MD and the prwwes and gE ew,nas of 0ua deyi component Safety R40neatim tDC'S g %&hed by & Pt and $8CA are n4emmed for 9ehgm at 9uManee TPI 1 deAms the respans"tAtes ,and chAws of the Tome C anforret'. Trum 00,4n Envue er ane Trowt feg.ufanhow, ura€esu othem ze, de.6ned by a Cewxrad a9feed upon gX e n a y} by a# pareem—0,,ed. The Tone, Dears. Frrpsaerr is NOT the ousdnyt r ayet on r Truss System fayrheer ex any to Ori og- An eapdNaUted terms are as defoed m TP8 t. Copyr&,yht � iq C4 Prr.«;3esfki-iNJ E:tgitroertngi. k.tt], (i3r,Sa ReprWudkan of arra rSouument. Cn ahy twm rs preHe6tdced m,•iheut pvraten peenXxS,a+'akn itr m Prsr6idWt�ih'S July 7,2015 vvKfaNiVfSD"itvujnv.sszo( IJyKrt5c r`tYVKyo'iQ Lfl Pg 7ygJ41033sFe7 NDAgJgO2xz-,Vfk i 3-4..0 3'-9^6 .,._»..,_ s d 7 , . . ^_ X7-4- .._..._ .., .. 6 -ti 14 �A.�.,_ .� ^..__._34,3„7.W..,..,_ ..... .........� 41.0"0,..,_, _.__'1 �? _.._.... F+•2 8 Cz-2.8 6.8-9 -Q- scathe -. 1;92,9 am 19 8X1? a 3] O MT20HS ii 9:£10 1i2 SX 1 V tri r ZU"al �-. e%d We 3$# `- Us .« LOADING (psfj SPACING. 2»0.0 CSI. DEFL. to (toe) Vdeff L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 019 Vert(LL) -0.62 12.14 >793 240 MT20 1971144 TCDL 180 Lumber DOL 115 BC 0,97 Vert(TL) -1.16 12-14 >421 180 MT20HS 1481108 BCLL 0 0 Rep Stress frier Yes WB 0.91 Horz(TL) 0,53 10 n/a nta BCDL TO Code 1RC2009rTPI2007 (Matnx M) iI 3 Weight 186 Ib FT = 0% LIBER- BRACING - ...,. ____^.__......_.».. „_...____ TOP CHORD 2x4 SPF No,2 "Except'' TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc puffins, except 4-6,2-4:2x6 SPF 210OF 1.8E end verticals, and 2-0-0 oc purtins (2-2-0 max,): 1-2. BOT CHORD 2x4 SPF No,2 "Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 17-19,15-17: 2x4 SPF 1650E 1.5E 10-0-0 oc bracing'.' 18-19" BS 2x4 SPF No,2 'Except* WEBS 1 Row at mfdpt 3-16,5-14,7-14 1-18: 2x4 SPF165OF 1.5E OTHERS 2x4 SPF No,2 REACTIONS. (Ibisfze) 19=2346/0-5.8 (min. 0-3-11), 10=248910-5-8 (rein, 0-3-14) Max Horz 19; 326(LC 5) Max Uplift 19--100(LC 7), 10W_133(LC 7) FORCES, (lb) - Max. Corrip./Max. Ten, - AD forces 250 (to) or less except when shown, TOPCHORD #: 9-10--4,540/242 BOTCHORD 14-15=-4513924,13-14=.1013287,13�24-1013287, 24-25-10t3287,12-25=4013287, # WEBS 1-18-22815616, 2-18-3550/176, 2-17=01607, 3-17=- 1411494, 3-16�24171180, # #-10431144, 7-12--10/679, 9-12-5331125 NOTES - 1) •s feet live leads have been considered for this est heights), cantilever left and right exposed � end vertical left and right exposed� Lumber DOL=1,60 plate grip DOL=1,60 3) Provide aWequate drainage to prevent water ponifing. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for plus or minus 5 degree 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 7t, * This -truss has fit between the bottom chord and any other members, with BCDL = 7,0p.f, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except 0t=Ib) 9) Beveled plate or shim required to provide full hearing surface with truss chord at joint(s) 19, 11) "Semkigid prichbreaks with fixed heets" Member end fixity model was used in the analysis and design of this truss, 12) Graphical purfin representation does not depict the size or the orientation of the purtin along the top andfor bottom chord, July 7,201 -q rau 1 t os cane. t, mint a t Sart .�'`+t213Yany,dardTerms s randow pxwstt F"am be new tazma thatkkyy 0 to by and�eksrs a o read notes on het Truss 0 Desi?a Ctramv r { r alai ttse %TrJ Retnrendo rdeR drev i F -t4} before ute.iln0exa ntheswtte stated cst the T#JD, Barky, s6iTek crnrtraeaYnr pates ahat3 be Eor thrs 1'DC%fo Cee vatXY. Aa a Truss C?es+gn E.ngeneer (€e Spersakty £..rylmeer} the Seaton any TOO reprasan#a aro as ptance ut they patreasionai megrrnaenng r dxhty far the design of ft * Truss dopiofear on Via TOD nary order TPI 1 The design doeradesores yees wg e0ndrerres, sastatzrdty, anis use of that Truss for any Eav rtoo; is thee x au£aedy at Mei r, the ivarees wthouzo offers ac the Brs&dezg S7ea�gacs. pn the hon est of the IRC: the 18C, the torah maker tg oode and Iof I The swans of the Too and any t ost use of Me Tow in d Stn g ha Verde, nsta3Nataon and beating, shad be the res ttikty pt the 9ugerud Deasgalar and C00trado€ As nates sat au£ rn One TOO and the ptauhces Stet Ouataia's also f #3usd.rcrC C'.e t"Tolnt Safety lntorrrantacxv (FYC:Sd} puiakshes3'ay rPi and Sef:A are reSzxesrccd atm genexai guatsnc'et TPi t da^a+rss Che resEaosrssbthtires amt cHa#dela of the mass Lkesgta'ter, Truss C1czd,r F rgfvneer and T caa &tanuhaaduset, uzetes. othepwesr. Herr`` by a cordrard ;agreeuf upoo on oSrAh,9 by so Parties onvotaed. The. Truss Design r4rore, er NOT the BurkWor Desigtser of Trams System Engineer trap any burung AN sap taktad tents ate as dinned to TPt t , C"tswjrgght As 2014 ProButki-Civ.! Engtttcentap i:4C. (tide' ,d. Reprrr3uctinn of fibs ciaetunent to any form is prohvinYe3 wdhaut coretttn parmiseiruu Svom r>rvBt>Zk'6Dff. 0 Sys, tt „ ,b _ __ 14 <, ,a 3x1/1 : 4x14 ' 6x12 MT20HS 4x8 = ax8 W8 3x+1 '= 3x10 LOADING (psf) SPACING. 2=0-0 CSI. TCLL, 30,0 Plate Grip DOL 1.15 TC 0.75 TCDL 18,0 Lumber DOL1 15 BC 0.95 BOLL 0 0 Rep Stress lncr Yes 0.89 BCDL 7,0 Code iRC2009/TP12007 (Matrix -M) LUMBER- TOPCHORD 2x4 SPF No,2 "Except} Structural Wood sheathing directly applied or 2-2-0 oc purlins, except 1-3: 2x4 SPF 165OF 1.5E, ",34 2x11 SPF 2100E 1.8E BOT CHORD 2x4 SPF 2400E 2.0E "Except.. Rigid ceiling directly applied or 2-2.0 oc bracing. 13-15: 2x4 SPF No,2 1 Row at midpt 2-18,5-14,7-14 BS 2x4 SPF No.2 2 Rows at 113 pis 3.16 OTHERS 2x4 SPF No.2 DG Right: 2x4 SP No,3 DEFL. in (toe) tidefl Ud PLATES GRIP Vert(LL) -0.5512-14 >897 240 MT20 197/144 Vett(TL) 1.0516-17 >465 180 MT20HS 1481108 Horz(TL) 027 10 No n1 tWeight: 182 to FT = 0% BRACING- TOP CHORD Structural Wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and -0-0 oc purlins (2.2-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. BS 1 Row at midpt 2-18,5-14,7-14 2 Rows at 113 pis 3.16 REACTIONS, (lb/size) 18=2346/Mechanical, 10»248610-5-8 (min. 0-2-11) Max Herz 18--293(1-C 5) Max Uplift 18--100(LC 7), 10=-133(LC 7) FORCES. (to) - Max. Comp,/Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3-73151316, 3.4=-46581219, 4.5=-43841285, 5-6=-30851271.6-7--30171276, 7-8--39891286,8.9=-41191211, 9-10=-45361242 BOT CHORD 17-18--130/4174,16-17=-249/7481, 15-16--6014079, 15.22=-60!4071, 14-22=•6014071, 13-14=-10/3280,13-23=-1 013280, 23-24=- 1013280,12.24=-10/3280,10-12=_10113933 BS 2-1 8=-46091209, 2-17-12413624, 3-17=-l7791127, 3-16--34751193, 5-16=01886, 5-14=-183,41982, 6-14=-I 3812002, 7-14=-90451143, 7-12=-106683, 9-12=-535/126 NOTES- 1) roof live loads have been } design. } • } a.• +enclosed: heights); cantilever left and right exposed;} verticalrightexpo ♦ LumberDOL=1.60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise 5) Plates checked for a plus or minus 5 degree rotation about its center, 6) This truss has been designed for a 10,0 pst bottom Chord live load, nonconcurrent with any other live loads, 7� * This truss has fit between the bottom chord and any other members, with BCDL - 7,0psf. 8) Refer to girder(s) for } truss connections, 9) Provide mechanical • ! (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 18 except Ot-lb) 101 This truss is des , ned vnsi�'rmei standard 11) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 12) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. July 7,2015 - ease.. tho meb4 r wee ktts "Gusty 1's Arirsxxwte<tgamwrA of Fhc6uild SiarWard Terry for faaeUnctvee3 P"rbaZx ' harm Verify desyln parametem and resat mates on the Truss DmVn Otav to (Too) and /tae 0,J Reference Sheat (rev. 11.14) t.'ar. ua+a.itntrves odhxvwfav> stated on the 3"pts, only t4i'Tek con nedo plates ShWf To nosed far ties Too to be v.1d Ae a Trues Deson ErIptnser d e Specta4y Engeneerl, fon meat on any TC?n re{%'e&enfs arr acceptance or ttnC prof"Wonal en gm"'A ng resp mbfky tOr tine deangn of the suede Trtars &mooted an the Too +snit', unaler I'M z rhe desn$as aasumpYraraa, bad¢ ep,encktkxm.. sugabety and t of thm Truss tear any Sufhbog to the baSPoiS1t)N$j+ of the t,Aw* , the C w fors wthU"S➢YCd aphP CN fit(^. 8V(iCfttfg I,?&Sn�M"! -1 not YWJS1t A Of the IRC, too ifs, the toeat takhot; oade and F1 t The apslxavat a1 the TCN: and any PIX4Tkj Uaka ISI t1Yt"'i`ttlsa. 4ircltxiat(q haradk. 91oa7}4P 4n4awmk3ftldi Arai iX'aGhnV. 6haW t tiie F8e$PRan91 lAy Uf nti0 E{YHQNSy"� "t.aa6n@! "NK1 CtAN4tP0Ct6f..#19 Sr0i4d9 SF.$ CNA ifn Lh4: Tniit atrKf dtTC praCta ,, arnd gusdaUn+rs ur 6U'ddv t trarreFs'+,MWA $'0tfety dnfarrnatttxs 8CSdp PwAtshad by TPI and SeCA are referenced tar general gwdaanre TP{ I atefanes the respond b}iams and duttes of the Truss Desgrter, I wss Deargn Erg1¢rver and Trwss fly" adurer. IxnlM, atho-xrawse dehrned by a Contknact agroed upon to awe#tag by ar bathes ar Wyed. The Truss o Erg.0en s NOT the 8ud*V t7esagnt^r o Toss System Engineer ke any bu¢klro AM caiv a zzed termare as de fro Tfat i. rya CoPYr19N_0 2014 Prolfwu,00 E.n Chterfag,. LLC, (DIJ) ReAtxiuckiaan of thts rlo;amternt, €n any !arm at pre hhyb.d awghNA woben per In 17 16 3XIOMT20HS Ir 5x8 4x8 • 14 •• 13 1¢ 1 6x12 MT20HS -::= 4x8 .= 5x8 We::-.. 3x8 Kam LOADING(psf)SPACING. 2-0.0 CSt. DEFL, in floc) Ildeft L(d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.95 TC 0.94 Verl(LL) -0.59 11-13 u827 240 MT20 197/144 TCt3L 18.0 Lumber DOL 9.15 SC 0,97 Vert(TL) -1.12 11.13 >439 180 MT20HS 148/108 BCLL 0.0 * Rep Stress Iner Yes VVB 0,92 Horz(TL) 0,26 9 n/a n/a BCDL 7.0 Cade tRC2009/fP12007 (Matrix -M) _.. ._ V*ight: 979 tb FT = 0% LUMBER - BRACING- TOP CHORt7 2x4 SPF No,2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 3-5: 2x4 SPF 165OF 1.5E 2-0.0 oc purlins (2-2-0 max): 9-3. BOT CHORD 2x4 SPF 1650E 9.5E *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SPF No,2 VVEBS 1 Ropy at midpt 3-14,4-13,6-13 BS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 18=2347IMerbanicat, 9=2493!0-5-8 (mita, 0.3-15) Max Horz 18--316(LC 5) Max Uplift 18=-i00(LC 7), 9=-132(LC 7) FORCES,# } ,/Max, Ten. -All forces 250 (14) or less except when shown, TOPCHORD►*3-4=-4278/263,4-5=-3048/274, 1 -• 9-11-10013944 WEBS 1- 1 7--16013742,2-17--2073/122,2-16--110/2752,3-16--1504/113, r NOTES - 1) #f live loadsconsidered# this design. k if * # enclosed; hejghts)� cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending. 4) Ali plates are MT20 plates unless otherwise 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 pst hothim chord live load nonconcurrent with any other live loads, 7) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chordand any other members, vitith #... 8) Refer to # to truss connections, standard9-132, 10) This truss Is designed in accordance with the 2009 International Residential Code sections R5021 1.1 and R802.10.2 and referenced 11) -Serni-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 12) Graphical purfin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord, * a ff . i,�. a �- �z <�. a#rr.�, rocua vaarrau»aaz staecn on zein z rune. oniY oar e ex co»nmcsor praxes stMetl Sze ar69d lar ttNs Tt?D to kin valid. ks a Truss i3as+gn Engrtroar4t e . "a"tu^ciaxap £�.ngsi�aw'}, fisc sea! oxo any TiNi rots'esants an anceptanre aft tYoleasamad eragrrssedng rt»spos�abkddp Nx the daatgn o€ the yangte T+fys deprotod on hats Trtn oxtly, under TPI t Tho desagrs assn fret ns, coat irp condamn%, sudaiaiaity and use offts Truss for any eurteme os the fesponennery of the Qwnt?a, the Ow nu's audtanxeei agent or the swWasg 00arel, kr the cordext of the RC, the i8C the 400at twitting code end FDI # `Pisa approval of the T3O acrd any held use of the Truk,. inslsd+ng handling sidrage e s4agatnan arrd rvacang shag tie the responrntettp of the arekting Desvner and Cantradw AS notes, Set out in the Too ;and the prartEces and g of BukloV Cionporw€t SaW4 Infomuahon dSCSty pubeshod by T Pi and SSCA are retetnneswi fax genoxa9 guK epee Tr'! t dean s Me re anhnres and duties of the Teuss Gtn'aigrtaf€. i'etess d7e k:oriysrsnrar and Ttup:3 Manufacture;, unless esthenunsn dc€snerl by e Coatsaot agr upon rm wrs#�ng lay aH axastros :nvalved. 'rhe T ruse Design Eru�neer NOT the 8utdng Designer tae Truss System Engusee, feu any bu teaq#.. A,ti capdtalrzei terms are as deruzed fn TPi i. CopyfF,3ttY8d` i'd3f+X Pttariuild (RiwE Fnguaaenng, C,S.Fw`, (Ek'.if. ReptCdudSor, 0f #nS duCMerd, fi any fvm IS peah"ed N'aE oil Wratten penfust to, ftom F'r Craton-ari July 7,2115 Es Uiy 'Fly CreilkSide I Quad Hoflow Ran 1A Lot 4 1 110100012 0RKk+VGbHlZVGjnQ3S2oGT 2x4 11 Scale - 1,15 .7 2 3 2X4 r M 11 LOADING (psl SPACING- 2-0,0 CSI. TCLL 30.0 Plate Grip DOL 1.95 TC 0.17 TCDL 18,0 Lumber DOL 1.15 BC 0�05 BCLL 0 0 * i Rep Stress I= Yes WB 0,00 BCDL 7,0 Code IRC2oogrrPI2007 (matrix) LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No,2 REACTIONS, (lb/size) 1=17213-8-12 (min. 0-1-8),3=172/3-8-12 (min. 0-1-8) Max Herz 1=92(LC 4) Max Uplift 1=-3(L 7), 3=-24(LC 4) DEFL, in (lac) I/deft Ltd PLATES GRIP Vert(LL) old n/a 999 MT20 1971144 Vert(TL) n/a n/a 999 Horz(TL) -0.00 3 n/a n1a Weight: 11 to FT=O% BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc, purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Wni:k ASCE 7-05; 100mph; TCDL=10,8psf; BCDL=dL2psf; h=15ft; 8=4611; L=24ft; eave-4i'L Cat, if; Exp C; enclosed; MWFRS (aft heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -160 2) Plates checked for a plus or minus 5 degree rotation about its center, 3) Cable requires continuous bottom or bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to upffft at joint(s) 1, 3, standard ANShTPI I 8) "Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. July 7,2015 metet s and read ,heson the 11= I'll {TDD) ara[ Me DnJ Reltneme Sheet (rev 11—td) before um VOW% otherease elated 0. ft I W, tmAy MiTk con-vto, Was shag to used ear fts Too t. =ey, As a Vols Design E - 0. 1111%ze'o R .=Ywxy 2i"),inmerns � acceptance of the etanneentitt respons&hty Q, Ow desep of the sm9te Tris depnxt on One TDD only, inyder I PI I n6now and any te.Wthtit of the Tw", tndudmv hanmntr stoyaw, insUiffaton 3.d tmoang, 'r appWteibyhoTori it Tl— fm any suftog M the r"Pambile, of" 0awe" the oohej- au"heized agent in the su Rr ne'r ki One wr4ed of the IRC, the 8C fte t knAd'Att Coe rd Fe I Th. ShOlbethef== y althle SuAdVal Oftignin, and Conflactill'Al Mtn set *(A al the 700 and the turasandOu f mlwnt Safely IllOffeallm fWS0 P"ShOd by TP9 any SSCA ale teollalORd nn general qWdance V fwe= T9 6= com Desw E ctnia, UNM otheftfte deftned by a Condratt aghmd upon in m0q by as parties imoNed The Truss Design Enitnee, s NOT the Ewhleg DeactWase m Trws Sysew, Engmee tor any buttding All c,"ahzed teams Am on defned in TPF I Copyholit 0 2014 Proflinkl-DQ Enteneenng, LLC, (00) Rejnoduaaa� of has daeument, M any ROM is PrOhMded without —ftwl peimescrt hom faartuda-fxj, ENGINEMNG IQ: RKHiVGbHI2VCynQ3S2oGTJyKHSe--,u 7 t0 4x4 = 2x4 is 34 2x4 "•" 6 7 53x4 :=.. 2x4 h as .-forces WEBS 2-6-479/144 Unbalanced roof been » for 2) Wtnd� ASCE ♦ t ».p Gableheights); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -1,60 3) Plates checked for a plus or minus 5 degree rotation about its center. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, w . » July 7,201 5 wrrrsnermr., . -le e er+orouynry tevaaw otic 4ll&irit"Os'e gon"t Of F°re BURd standard I(IVM for Meweigac@uaed Prod ' for.n. ` eh7 daesapas �araunct�rs a€aY read ne#es can tlt�.e Yruv: L ' n On sere ('F'DO) end the CrJ Rafarerooe Sheed €rays, t 1-i4) heHxm rrae.UnWW offif Ase, gated on the TDO, anfy Wer, conarneor tywaa teban be rsed oar thm /tit? to t+e aged Aa a Truss n Pnsdat of p e.. SpiorsAy EVr Wf,, the /Seat mn any TOD reprhstahs an eneegtanne of ft ,tures imai eig,,h, €V ra sporra4,esity reu the d sa mr the SSngie Truss dep^led an iP+e Ti'.,'i only, uod" Net t I he CIn xnau apUans Snadtrg con brats. swtanalty as¢sf use of /fax hats» for any 9u�alarcg re the rospaaraabvlayy of tae owner, lire on finer, a ron , "ant or the 4A hfdY g Des ner. ax trze sdntaxt of the MC, the SSC, the at building code ares TPP 5 The afstaroaaa of the TOO and any fryt d use of the Tom, innnudorg ha wig, sm laic ua'sta#Patsa*r and 4ftua ' shat be the responss;? dy a�the Bietding Desigaras add C:ordbrelm AU botes sed mut nn the TDO and the pnadmes and gindet#nes of Buftin y component safer{, hnforn ttky, ( ID?RKHiVGbf lZVq€O3 2oGTJyKitsc-JiguFM KeatnC,LIzE F105nhdy3Y x s1e^1i3 T3-� s -1t -ac .� _,_,_,._, . e_,em._ .._«a-ai.to_,__.«u_--._,_-.__. I LUMBER- BRACING - TOP CHORD 2x4 SPE No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10«0-0 no owing, OTHERS 2X4 SPF No.2 REACTIONS. All bearings 13-10-9. (lb) a Max Hort 1=1161LC 6) Max Upfifi All uplift 100 Ib or less at joint(s) 1, 8, 6 Max Gravy All reactions 250 to or less at joints) 1, 5 except 7=350(-C 1), 8-434(LC 11), 6-434hLC 12) •$ 0 Qb) or less except when shown, WESS r NOTES- 1) roof live loads Windoomph; ! heights)� exposed , vertical leftright.. • f 0 3) Plates checked for a plus or .rotation about 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10O psf bottom chord live toad nonconcurrent with any other live loads. fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. •' 1. f . _ fid! t .. fw •Y..: #, ♦ *'* i y, standard t "Semi-rigid pitchbreaks with fixed heels' Member end fixity modeldesign July 7,2015 A&WARNING - Please ifaaraacghty ravicew the "Guar er`a #4, gement of PraButik! S#andard TlihOs fl, Manisfeuvsed G'rodeacac" toren Vast deign Paf kentreie an8 reead..sates on thaw Tratae DO$Qn Drashf9 tTDDj and the ON e efeleme Shank {.rev 11•'144 bl:fo*a use.dNMesa uih�rz slated on Sha Tr.?L7, tzniy NN role onOnector plates shag ho uaed lar pts MOM* he vWed As a Trus$ Nmign Engineer U e., SpoentOfy Esgxauax'1, the seat on any TDO" resents an accepo.ce Of the prafess#tttrai engtneoning restionabdAy kw the distant of 4he single Teas demoted on the TDD Cody und" TR i The dioxy, asnu+at�tunx, bpadae, aanditenni, winkobty and me of tins Tnsis be eery Buddaag *iia;. resp¢res AdY of Ole Cheolh, nae 0,,ne°s outhaereed agent or the Swiping Desiger, as the Onoted of the IRC the BC, Skye ktoal buaiding earn and'k F3 3 The seasonal of the Too and any held use of the Truss,. indu ifel hand-ig, storage, nspoiatwo and bracarg, shag lac the respom pally a the BUM09 Cle I gner and ContraCh e. AN rotes set Out in the:. Ton sari the practtoes and quotation Of Suftog Component Satiny finfdaettxa bon MCSQ published by I Pt and SBC4 we ralsoola ed An=O0 guidaace TN 1 deftpes the rctpxmattxc4pes and dof es of the Trt?efi canoe, Twas Vesq.Tia E r nnoer Brad Truss NAafnrlacdures. waste athetyeae darned by a Co+vh'acd geed upon fa ee lleg by OR pavope%inv ed. i he Tress Do"t. E reser %,N6T the k udd far any hap -V Alt..alit#a3reed terms ase as negate se TPI "t. a`9 rXx or Gauss 5psta;a E.r,{I+pazer ;*pd _qY1 Ccrsyr�ht 0 2014firok3uik'p-CNJ Ervgdraeearrrg, z.LC, rr)r,3t. RrprcxutkXnn cat ifsix;. doc:un'oen#. in Gray {retro, cs ptdeatri3ed wrtf;out rar2ten pemttssson from ProBulkS•Dr,J. �. INEMNO a u", 3X4 r a 7 S 3X4 2x4 It 2x4 tI 2X4 lI LOADING (pso_ ^ NSPACING- 2-0-0 CSL4u w � DEFL. in (hoc) itdeft Lid w�mm CM6 _ PLATESY T GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) me n/a 999 MT20 197/144 TCDL 18.0 Lumber DOL 1.15 SC 0.06 Vert(TL) nla n/a 999 BCLL 0 0 * Rep Stress Incr Yes WB 010 Horz(TL) 0.00 5 his n/a BCDL 70 Code tRC2009fTPl2007 (Matrix) -- Weight: 41 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SPE No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10«0-0 no owing, OTHERS 2X4 SPF No.2 REACTIONS. All bearings 13-10-9. (lb) a Max Hort 1=1161LC 6) Max Upfifi All uplift 100 Ib or less at joint(s) 1, 8, 6 Max Gravy All reactions 250 to or less at joints) 1, 5 except 7=350(-C 1), 8-434(LC 11), 6-434hLC 12) •$ 0 Qb) or less except when shown, WESS r NOTES- 1) roof live loads Windoomph; ! heights)� exposed , vertical leftright.. • f 0 3) Plates checked for a plus or .rotation about 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10O psf bottom chord live toad nonconcurrent with any other live loads. fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 6. •' 1. f . _ fid! t .. fw •Y..: #, ♦ *'* i y, standard t "Semi-rigid pitchbreaks with fixed heels' Member end fixity modeldesign July 7,2015 A&WARNING - Please ifaaraacghty ravicew the "Guar er`a #4, gement of PraButik! S#andard TlihOs fl, Manisfeuvsed G'rodeacac" toren Vast deign Paf kentreie an8 reead..sates on thaw Tratae DO$Qn Drashf9 tTDDj and the ON e efeleme Shank {.rev 11•'144 bl:fo*a use.dNMesa uih�rz slated on Sha Tr.?L7, tzniy NN role onOnector plates shag ho uaed lar pts MOM* he vWed As a Trus$ Nmign Engineer U e., SpoentOfy Esgxauax'1, the seat on any TDO" resents an accepo.ce Of the prafess#tttrai engtneoning restionabdAy kw the distant of 4he single Teas demoted on the TDD Cody und" TR i The dioxy, asnu+at�tunx, bpadae, aanditenni, winkobty and me of tins Tnsis be eery Buddaag *iia;. resp¢res AdY of Ole Cheolh, nae 0,,ne°s outhaereed agent or the Swiping Desiger, as the Onoted of the IRC the BC, Skye ktoal buaiding earn and'k F3 3 The seasonal of the Too and any held use of the Truss,. indu ifel hand-ig, storage, nspoiatwo and bracarg, shag lac the respom pally a the BUM09 Cle I gner and ContraCh e. AN rotes set Out in the:. Ton sari the practtoes and quotation Of Suftog Component Satiny finfdaettxa bon MCSQ published by I Pt and SBC4 we ralsoola ed An=O0 guidaace TN 1 deftpes the rctpxmattxc4pes and dof es of the Trt?efi canoe, Twas Vesq.Tia E r nnoer Brad Truss NAafnrlacdures. waste athetyeae darned by a Co+vh'acd geed upon fa ee lleg by OR pavope%inv ed. i he Tress Do"t. E reser %,N6T the k udd far any hap -V Alt..alit#a3reed terms ase as negate se TPI "t. a`9 rXx or Gauss 5psta;a E.r,{I+pazer ;*pd _qY1 Ccrsyr�ht 0 2014firok3uik'p-CNJ Ervgdraeearrrg, z.LC, rr)r,3t. RrprcxutkXnn cat ifsix;. doc:un'oen#. in Gray {retro, cs ptdeatri3ed wrtf;out rar2ten pemttssson from ProBulkS•Dr,J. �. INEMNO a u", & s < tin.refy"fvurtrs 4wtnujbdoItaldyKHZ5C-JfgU6 GKwtn6Llz 5e(OFf03phaS3YtoCXrTxoz_VfZ Im RIM 3x6 4 2x4 11 3x6 M _ ----------- mm PDEFL. :tl LOADING LOADING (psf) SPACING- 2-0-0 CS1, in (foe) Weft._... laid PLATES CRI TCLL 30.0 Plate Grip DOL 1,15 TC 0.29 Ves1(LL) Na nta 999 MT20 1971144 TCDL 1&0 Lumber DOL 1,15 BC 0.22 Vert(TL) old n1a 999 BCLL 0.0 Rep Stress Incr Yes W13 0,08 Horz(TL) 0,00 3 nm nda BCDL TO Code IRC2009fTP12007 (Matrix) Weight: 30 to FT : 0% LUMBER. BRACING• TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) 1=266110.10-9 (min, 0-1-12),3=268/10-10-9 (mics. 0-1-12),4-561/10-10-9 (min. 0-1-12) Max Harz 1=89(LC 6) Max Uplift 1=-22(LC 7), 3--22(LC 7), 4=-6(LC 7) FORCES, (lb) . Max. Comp,/Max. Ten. - All forces 250 (1b) or less except when shown. WEBS 2-4--394128 NOTES- 1) roof live loads have been considered fordesign. t. } checkedheights); cantilever left and right exposed; end vertical left and right exposed� Lumber DOL=1.60 plate grip DOL=160 3) Plates for a plus or minus 5 degree rotation about 4) Gable requires ormfinuous bottom chord bearing, between5) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 6,� * This truss has been de 2 fit the bottomchord .. } any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 3,4 St This truss is des', standard ANsifi-fat i, w fixed end fixity modeld in the analysisand design tC'autt FdaIXead,{Yt§y rdYPo!W 8ne uwaonters Acemnewspmege of pronwid toandard Tremet for Manufactwed f mduen' form Vertu n parameter% teat tv .10thY DtJ Retere5arue Siaaei (rev. 11-14d berom uss.Orders 0010A050 stated nn She Y DD, a my MiTeh urnnectras plates onafi be msec! ter Itus f o to be matio As a I M5 the seat on ar y TDO represents art ar, ponsre of tP» pratassvaxtai er an+ ntlg respnmcaazfs#y far ft design Of the stfole Inm detWed on the TOO onry, kwery Trig i Tt+ stretmts tyi aaai tt"ae: of to , Tnm tar anY tTwwV r} the respandateRy of She 0.1fre, the tJrvr w's mAhnn7ed avant of the 6mkisrtg 61es rt&a`, rn thu^ contmxf ofi Std SFC thn PF5 a{.gs'avas est tine TCTGa arni any nsid arse Of the Trans, inedaxHr� fiar9 a#Drage uts9a,aUvn and ivaursg, sPaaA be tMs rasptrrartz➢fry of that Fluacing C ncr a<rsc4 Ganiracic preacac" add Sgand0nea of fitAwnyy Com rat Safety tin ormtiper (BCyed puletstred by IN and SOCA are referenced for fi enerw# gunfarroe Fc r t defies the geanomint Now EEtVsxter and Truss Manufacturer itches, othsrware defined by a Contraoi agread upon in wising by am parties r oWed.. the i roadikcw9n F.r,grnm is NUY m, 8 to any tsso-tdmrg AR capdritzed none We es dnM9efi m TPP 1. Copyngdxt 0,2014 rrroBud0i} Oaf Emeneenaar L, 4. Q00i ROPed of in* documal S, to "any Sdrn} M WrityWad lv mmd eak en pernesvon near S [9sU fd-OQ set "In the TOO and the tSUtlaS asi Ehe T«uE5 i esEtrrer, Truse WOW 0, Tna".u. System Engotaer July 7,2015 Wiwi" EWINEWNaac 3-11-10 ..,_3-11`10.,._._ 4#4 :w: 4 2x4 2x4 If 2x4 FORCES,# • ♦ # + consideredWEBS 2-4-275122 NOTES- BCDL=4,2psf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. III, Exp C; enclosed; MVVFRS (all heights); cantilever left # right expd vertical left and right exposed; 3) Plates checked for a plus or minus 5 degree rotation requires4) Gable # ♦ # bearing, # 5) This truss « been designed forpsf bofforn chord live load nonconcurrent with any other live loads, 100, µ i ♦.. i 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. July 7,201 wa+x+ nn . -frt +ay�a�xe mar uRtey M,Rm, t '"uSTO� RW5i� [,aCXAO n*M Of PoHhAW Mandad. Terms Par Manufadved PfoduW ro m. Yet#iy d . p real tern asxi rears rotas on ttys Tway Destgn tJe tTDisj afol the :'k'd iketa.'faYSR°k ShOel €(ee 1144) befole USC Uufo t of , stated on the TM OrOy Wee, Pk. m tdof Poem shad be mod to, PINS TOO t, be label ,�5^k 8 i'tkGC$ iPaS�" S1 �fi{adR@$C ti @ . firkP^Sa� f �YiQllMHfj, Plat $Pat on any TOO retxesents an acceptance of the tx0fesswnat ewrwxrteenrrg (e:sG`flersrkutiiy fax the design of the sm9te. Tots degxted on. She TDD *My, under i Pi f. The* d aosslmStwarrz, ksaxFrtg saxtd�#were, su4ahrdaty arx2 arse ©{this 7 ruxcx is t any 6urhimA ss tfaa reapeunsdiai! crP the r. the Cwatrr'e atatislsa'€ze°t3 tti oe h4m 9utk3a+@ Des�inen art the eoetext of the RC. Use S , the tercet btytdravg e and 1 i Ttsr; aWo,o P of the TDO and any f*M use of the runty, lndme,5g han�, sttu ble, Nsstasattorr a+nd boz;c g, shaft ba #tae rasiwrexlty6ey of the Sutictdg Detagner and Contra:tox. M nates sat out m the 100 acrd the 9 fxwthets and godAines of e. o oep Ceam oonti Safety lnkenedatra €SCuS4 pube%hed by TPI and SSCA nee ntfrowced Far genesat guidarwe TPI 9 defdhOS the rtsPwvreChrtiiies Wet MAW* of the Tha^ss Des acv. Truss g Design Ergar wal and Thins Menufadono, unt ess OONW.We deFned by a Cohoacd ugaaed uiron 4n tr tet; by as paulft etallNed- The Twos Lwin 5,hwr ter is NOT ties SuAdartg De nee 0' Truss Sysiem Eaagaree€ Fir( any t,% AdIrof Ail Ca€ hewed terms am ," defined in TP7 i �} �y9yy,�y CO;xv,Vht * 2014 P{oSIufW0eJ ['.n mft,4V, LL C.. rJ) Rerhoduoltofl p£ kfi3dS dtNCUfltettt. in an tour, x ouft}ited wOmt 9Ul M#7,�`RAt . t c 7 Pf P'+x'mrssfws pram PraeuckhCkJ. LOADING (psf SPACING- 2-0-0 CSI. � DEFL. in (too) Udefl Ltd PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) nia n/a 99g MT20 1971144 TCDL 1&,0 Lumber DOL 1.15 BC 0,06 Vert(TL) We n/a 999 BCL L 0,0 ` Rep Stress Incr Yes WB 0.04 Horz(T!) 0.00 3 n/a n/a BCDL TO i Cade IRC2009fTP12007 (Matrix) Weight: 21 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SPF No.2 ESOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. OTHERS 2x4 SPF No,2 REACTIONS. (lb/size) 1=216/7-10-9 (min. 0-1-$), 3=21617-10-9 (min. 0-1-8). 4=336/7.10-9 (min, 0--1-8) Max HOPI 1=-62(LC 5) Max Uplift 1=-24(LC 7), 3=-24(LC 7) FORCES,# • ♦ # + consideredWEBS 2-4-275122 NOTES- BCDL=4,2psf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. III, Exp C; enclosed; MVVFRS (all heights); cantilever left # right expd vertical left and right exposed; 3) Plates checked for a plus or minus 5 degree rotation requires4) Gable # ♦ # bearing, # 5) This truss « been designed forpsf bofforn chord live load nonconcurrent with any other live loads, 100, µ i ♦.. i 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. July 7,201 wa+x+ nn . -frt +ay�a�xe mar uRtey M,Rm, t '"uSTO� RW5i� [,aCXAO n*M Of PoHhAW Mandad. Terms Par Manufadved PfoduW ro m. Yet#iy d . p real tern asxi rears rotas on ttys Tway Destgn tJe tTDisj afol the :'k'd iketa.'faYSR°k ShOel €(ee 1144) befole USC Uufo t of , stated on the TM OrOy Wee, Pk. m tdof Poem shad be mod to, PINS TOO t, be label ,�5^k 8 i'tkGC$ iPaS�" S1 �fi{adR@$C ti @ . firkP^Sa� f �YiQllMHfj, Plat $Pat on any TOO retxesents an acceptance of the tx0fesswnat ewrwxrteenrrg (e:sG`flersrkutiiy fax the design of the sm9te. Tots degxted on. She TDD *My, under i Pi f. The* d aosslmStwarrz, ksaxFrtg saxtd�#were, su4ahrdaty arx2 arse ©{this 7 ruxcx is t any 6urhimA ss tfaa reapeunsdiai! crP the r. the Cwatrr'e atatislsa'€ze°t3 tti oe h4m 9utk3a+@ Des�inen art the eoetext of the RC. Use S , the tercet btytdravg e and 1 i Ttsr; aWo,o P of the TDO and any f*M use of the runty, lndme,5g han�, sttu ble, Nsstasattorr a+nd boz;c g, shaft ba #tae rasiwrexlty6ey of the Sutictdg Detagner and Contra:tox. M nates sat out m the 100 acrd the 9 fxwthets and godAines of e. o oep Ceam oonti Safety lnkenedatra €SCuS4 pube%hed by TPI and SSCA nee ntfrowced Far genesat guidarwe TPI 9 defdhOS the rtsPwvreChrtiiies Wet MAW* of the Tha^ss Des acv. Truss g Design Ergar wal and Thins Menufadono, unt ess OONW.We deFned by a Cohoacd ugaaed uiron 4n tr tet; by as paulft etallNed- The Twos Lwin 5,hwr ter is NOT ties SuAdartg De nee 0' Truss Sysiem Eaagaree€ Fir( any t,% AdIrof Ail Ca€ hewed terms am ," defined in TP7 i �} �y9yy,�y CO;xv,Vht * 2014 P{oSIufW0eJ ['.n mft,4V, LL C.. rJ) Rerhoduoltofl p£ kfi3dS dtNCUfltettt. in an tour, x ouft}ited wOmt 9Ul M#7,�`RAt . t c 7 Pf P'+x'mrssfws pram PraeuckhCkJ. 2-5-10 2-5-10 6 2X4 N� I LOADING (psf) SPACING. 2-0-0 CS1. t7EFL. in (joc) Well Lid PLATES GRIP TCLL 30,0 Plate Grip DOL 1A T 0,06 n/a file 999 MT20 197/144 TCDL 1&0 Lumber DOL 1,1: BC 0110 Vert(TL) n/a - n/a 999 BELL 0,0 Rep Stress Incr Yes we 0 00 Horz(TL) 0,00 3 n/a n1a BCDL 7,0 Code IRC20091rPI2007 (matrix) Weight: 11 In FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 no puffins. BOT CHORD 2x4 SPF No,2 BOT CHORD Rigid coiling directly applied or 10-0-0 no bracing, REACTIONS, (lb/size) 1-219/4-10-9 (min. 0-1-8), 3=219/4-10-9 (min, 0-1-8) Max Horz 1 =36(LC 6) Max Uplift 1=-IO(LC 7),3=-10(LC 7) NOTES. 1) Unbalanced roof live loads have been considered for this design, 2) Wind ASCE 7-05: 100mph; TCDL-10.8psf,, BCD1.=4.2pst; h=15ft; B=451t; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL -1.60 3) Plates checked for a plus of minus 5 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 90.0 psf bottom chord five load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint($) 1, 3, 8) This truss is designed in accordance with the 2009 International Residential Code sections 8502,1 I . I and R802, 10.2 and referenced standard ANSI/TPI 1, 9) "Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, July 7,2015 ,&WARNING - Please tho"tay MaKw the "CUoNMT*a Acklilededgement of Prostate standoed Tefm for Manuraduled Pfod"faeti ami the OIJ Relefeme Sheet heV 11,14h befixe use Urgen athlowse sta" aa the 70D ordyMITek conne4t0f Oat" Stealbe used N1 has Asa TfUaaDasvinEnTnWr(i,e_ sm�mxy ENifeffl' va, seal on " TOD rwesenta an aceepta"k 0 the phaoswwal ientneerkxli MSPOftbatY fpr the INSOA Or Ow, sue tlo TIM depicted n the TOO oraf, under TPN I The d vt*m' Oadeewlditmeal, 4zed 'Ter oglhe 8uP,'W,%cee nhw, In the watext of BC apprwat of the TOO and any earl riss, of Me Trim, mdusirer hanetait, seeaqN, m%aelaten aidwk ea " ria ITY oyt ST NotabOO, and Use of On Truso for array Butefmg is ft reepsestratly of the caW e the, I" t 010 lace! code ah3 T of 1, The SuOdwig Deegae, Text Gerttrado, AR noted set W in the TOD and the puck" Ind quidwInes of suadvig Cw1poilem (SCSI) Pubkomd by I Pf and SSCA we referenced for gorierai giodame IN I deflates the responsdadlies and duthIs of the ToIn Ofmogner, TIm Deese Engmer and Tri ale MahrraG.,et, earfts eaeoahe defamed by a comad N'"d are. er -OhN by as parlm —Nved The Truss Devgn Engineer Is NOT The 8.0doig CleseteeT w Tram Systis" EISmo, W —q!j Ina bulling AN capdahzed terms areas adrenals, I P1 I Copynght 0 2DI 4 ProSuAd-DO EVnee V LM (Drrl ReIxodWag, ca This daseaera, et ary fpm. ad poloaqed y4haa ataw pwheaam Va. proaeeid.tisj EW1NffWNQ,,jc f,. 1, „ ...�_ _. #1 av 3-7,2 1"-8 1-9-8 5-3-10 4X6 3x4 r 3x6 as 14 13 to sa to 9 '` LOADING fast) SPACING- 2-0-0 CSI. DEFL, In floc) Udell Ltd PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.27 Veri(LL) n/a fila 999 MT20 1971144 TDL 180 Lumber DOL 1.15 BC 0.20 Verd(TL) fila - fila 999 BCLL 0 0 Rea Stress Inca Yes WB 0.07 Horz(TL) 0.00 8 We We BCDL 7,0 Code IRC2009JTPI2007 (Matrix)ight: 74 to FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SPF 14x,2 TOP CHORD Structural wood Sheathing directly applied or 6-0.0 no purins, except BOT CHORD 2X4 SPF No,2 2-0-0 oc puffins (6-0.0 max.): 2.6, BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except OTHERS 2x4 SPF No. 6-0-0 oc bracing: 1-15. REACTIONS. All bearings 26.1-13. (lb) - Max Herz 1--86(LC 5) Max Uplift Alf uplift 100 in or less at joint(s) 1, 8, 15, 10, 14, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 1, 8, 10 except 9=470(LC 1), 15=452(LC 11), 14=551(LC 1), 12=46(LC 11), 11=394(LC 1) FORCES. (to) - Max., Comp,/Max. Ten. - All forces 250 (to) or fess except when shown, BS 7-9=-32212. 2-15=-370/50, 3-14=486173, 4-12=-397155, 5.11=-337/48 NOTES- 1) unbalanced r#i. live loadsi for design, 2) Wed: ASCE 7-05; 100mph; TCDL-10,gpst; BCDL=42psf, h=15ft; 8=45ft; L=24ft; earveaNIft; Cat. It: Exit C: enclosed; MVVFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) All plates are 2xot MT20 unless otherwise indicated, 5) Plates checked for .: plus or minus 5 degreerotation about continuous6) Gable requires # chord bearing, 7) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other standard # 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixfty model was used in the analysis and design of this truss, 12) Graphical purfin representation does not depict the size or the orientation of the puffin along the top andlor bottom chord. WARNRIG -Plea" therosxghly rGY n^r tha "G+aatnmaY9 Aaknowr Mont of Pr¢aSWO Standard Tarnxn tar Manufadtnued Produ fs°' /firm Verity dOSOn Par ora and read notes on khis Truce n Dnaweng (TDi. and thea ClvJ Rs#arense Sheaf (tev 11,14) ¢».:fare use. i,Me!ess ottaeravtss Stated on the TOO only MfTely oa Ph tas shah tw, mod Fir this W to be valid Asa Tcwo D"qn Eragrnaaa (r e , Specaaay Engttea:i, the seat on any TOO ropoesents an accefoye ce of tre pmressaoanai ex aimerrrrg resrweaedonty rat the, n or tee sengio Truss doWed on than T DO 0*, ur dw TRI a The deso vnrxdone, Wong sondanoe, %m abeety 314 use of thm i nrss for any innkoxy m the umpon inku of too Chore,, the Ow un s authoosed agent or the BuINTo; 0t+s nor an tare content of the PC the KFC, the local biaidutg Coda acmi T PE a The arxeu.al of the too and Any food use of t[e `fruss. indworyt handfh�< storag, e, dwWaffabon and bradog Moog be the roarxrns+faiay of thee ?sulcfiro Oewg ei and CorytaGic"r. Aw notes stet u±A tat Qha TDO ami Bette rokX M S#nd yute8eltrte% dr E$¢OMmg Component Saraty I.nrdnnieartin tBCSI) pubbahed by LP➢ and $8QA 8r@ mferemceed to g a5 gU da @ TR 4 i@M1 d9 i a i&bpU a M 4 $ and Sk.4ft @roue t eii y r$esgrrryn Twyor CTeson Us efter and truss Manutacturer, oSewa otheomse droned by a Contoact e poed mm m wro no eY ad! Notes mowed.. The Teas, Demin Eogmeex N NOT the Sundt OmOw Or Thins System E;jjrhoer Pur any buekM g Att caf000zed to ans are ;as defined M FPI a. Cot yrght 0 2014 PrE keW,0rJ EPrg€nce leg, LLC, (000 Repr: d moor, of ttds da:umeak an any oym * pn*h brled wthout OeMen peemrooron Prom Noth ld-DTJ.. July 7,2095 U. „___r^`_.._......,...._,.____„_...._.m...............�_.,_.,..,,-.�,......... „_,....m._ea,xu .__..._,__ 23 143 3`7.2 tS-19-t3 3,7,2 mum 3x4 ' 13 12 tt 10 4 a 3x4 30 == LOADING (psf) SPACING- -0-0 ; CSI. DEFL. to floc) Well Ud � PLATES GRIP TOLL30.00 Plate Grip DOL IA '5 TC 0.19 Vert(LL) fila ma 999 M�T20 197/144 TCDL 18.00 Lumber DOL 1.15 SC 0.07 Vert(TL) fila ore 999 BCLL 00.0 " Rep Stress Incr Yes 00.06 § Horz(TL) 000 7 n1a rue BCDL 7 Code iRC200SITP12007 (Matrix) 9Weight: 631b FT 0% ------ — .. LUMBER• BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur9ins, except BLIT CHORD 2x4 SPF No,2 2.0-0 oc putting (6.0-0 max.): 2-6. BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-4 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. Alt bearings 23.1-1. (to) - Max Horx 1 54(LC 6) MaxUplift All uplift 100 ib or less at }oint(s) 1, 7, 10, 11, 9, 1, 8 Max Great All reactions 250 lb or less at goinfie) 1, 7 except 10=428(LC 1), 11=474(LC 12), 9=474(LC 11), 13=401(LC 11),8=401(LC 12) FORCES. (to) - Max. Comp.lMtax. "ren. - All forces 250 (to) or less except when shown. BS 4-10--370/52, 3-11m-418165, 5-9-418/64, 2-13=-323139, 6-8=-323139 NOTES- 1) Wind: t 100m. s t ,+ • B=45ft� L=2411� eave=atft� Cat, 11; Exp 0; enclosed; MWFR8 (all heis . right exposed end vertical left and fightexposed; Lum.er DOL -1.60 plate 3) Provide adequate drainage to prevent water pending. 4) Ali plates are 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or degreea 6) Gable requires continuous bottom chord bearing, 7) This truss has been - a s for a 10O• hottont chord live load nonconcurrent with any other toads, fit between the bottom chord and any other members, 9) Provide mechanical connection (by others) oftruss to bearing plate capable offieffhatanding 100 lb uplift at joinitts) 1, 7,10,11,9,13, 8, 14) Tkis truss W.. ain acc,*rdance with 4 44*21 1A anfta rzfererioad standard 11) a oftchbreakswith fixed heels' Membera fixity modelW in the analysisa design12) Graphical purist representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. _ . _... . ...... ....y.,...... 2MOV UNRelarenoeSheetrev, 11,14) beore the itit? areky IAtiak otos e�; sYa40t f� e�5a�3 hsr t3u',s iN.� to tie vaiiai. ,A's a Ttza�a ��sgTan Enganeer (i.e 3Kz�, �tty En$enelsP. the, scat on any Too represents an a ecap anoe of the Pont% QnW ar alneenrg eespensaMW for the Otago of the smytte TIM deparled an ate TOD only, uncle: TPt t The aswnrpt rxrrs, #}a9ar� carhdrtatrs. ,+,laky and use Of that Trus for any fteing e, the resporosvbttey of the 01"', the is ecrthtaroed agent rsr the aortalm� Ch" ner orthe context ext Rho PRC, the r&C„ tate cocat braiding code and PPV 1 The agagwcwat of the TOO *Warty nett uAe of the Truss, bTvtb fg haodypg, stwege, irstalla"n and traejn shag be ft he, gxtmsa My at the, 8.4drg Desgraer and Cobtra.dw AN +rotes act Oaa art the I DO aryl the practces and at,rdetroes of 80datg Coneen ere Safety it ohnatm (SC Sit putdiahed by TFt aOd $8CA are ae ferenced far general gusdaaaao T'Pt 7 defames the r #xA¢xea and dunes of the Tnts%t esotaer. Truss sr Engrraeer and Trus% Manufadvoa, kofess Meraae def ed by a Confraa%ag,erd ,"n n :wxnnf try ag parties ony wed. Ther Trtrae t}eslgn Eng+new % NOT the Burd oof Daeonotro Trans System Engineot for any txp I.V AN caro anted terms ort as defrred in TP! s. 2014 Profar aki-00 Er neem xg. LLC, 0,h ReproduChae 0 thea docursant, tth any nam,* pror hoed wahout aaefgn pennerwaa ligan Ovoteraaj.,rej. July 7,2015 iD R HiVGbHtZV 7n4352oGTJyKHSciHidtNECCoghCDipfimZMtNecnueOGwlEuVD7Y'7zw^V1 3-7,2 .-------- 12 it 8 ...,._..,_34.2 Scale = 1.34.9 48 3x9 ;'' 13 12 it Ott 9 g 3x4 3x4 LOADING (pso SPACING. 2-0-0 CSI. DEFL, in (lot) Well Ud PLATES GRIP TOLL 30.9 Plate Grip DOL 1.15 TC 0,18 I Vert(LL) We rite 999 MT20 1971144 TCDL 18 9 Lumber DCSL 1 15 BC 0.08 Vert(TL) We - We 599 BCLL 0,0 Rep Stress Incr Yes 1}.08 Horz(TL) 0,00 7 nia nta BCDL 7.0 ^ Cade IRC2009/TP12007 (Matrix)I fWeight 581b FT 0 0 LUMBER- BRACING- 4__._.._..56 TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 or, putting, except BOTCHORD 2x4 SPF No.2 2-0-9 oc purfins (6^0.0 max.): 2-6.. BS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS, All bearings 0-9-1, (9b) - Max Horn 1=,54(LC 5) Max Uplfft All uplift 999 lb or less at jofnt(g) 1, 7, 10, 11, 9, 13, 8 Max Grav All reactions 250 to or less at jotnt(s) 1, 7 except 10=471(LC 1), 14=375(LC 12), 9=375(LC 11), 13=311ILC 11), 8=311(LC 12) FORCE& (lb) - Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. BS 4-10408157, 3-91=-333!58, 5-9=-333/57 right1) Unbalanced roof live loads have been considered for this design, MRS heights): cantilever left and exposed; # left d#^.• O.. 0 R 04) Ali plates are 2x4 MT20 unless otherwise . .:. plate 3) Provide adequate drainage to prevent water pending. indicated, 5) Plates checked for Plus Of Minus 5 degree rotation 6) Gable requires continuous bottom chord beating, 7) This truss has been designed for a 10,0 pat bottom chord live load nonconeurrent with any other live loads, if # # # t • r ##:. # ++ WR #, standardrence 11) "Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design f this truss, 12) :tell P#."' f # d : # # p kd bottom i July 7,2015 wAR tNG - Pisase thohof#ay review the "Cult , SACkireytectement of Proa N#1 StasaSard Tattras tlar 4Ranufidc#ured Produces°' firm Vera4yy d ;fin trar sort Arai read nateson thix Trn�,a iTca n C}rnwtirtsj tifit7} and the E Re#ere ct ghcret (reu. f 8-14) tx we rs .Le aesa at ttm s stated an the SbH?, onFy M# ah ... dw fxu WS shall tta ueud for t as7'D 7 ka tae valkl h5 a 7r sa Ges g f ngw ear t e.. 5 �o4aey F,nge a A the seal an any TUti rcprossnaa an „al"ense of the ToOrbeenfraft enilineeang. resPenst MY for the aesrgn of tine shave Tress derided on the TOD only, urxder TPC T the de Ureptwt+s, loading dans, SUe4bodY and use Of thus Truss for any Eiaoi ttg re the nap"snaarl Sy of the Omer, the oune is authorree d ;agent w the surwys; Desegne:, ro the a"ext 0 ft iRC the rscC thane hiatal 3wrkn4 code and rN 4. The approver est the TOO prod any ENaid use of tee Truss, tockesei ha dive , storage. e sterfabon and bhonv. snap Baa thTr teapO-Vol#7 of the Thee 3ryt 4esgirreh ertd Ceot¢autot. AN wes sat our n the TDO met the lxaatlaos acrd gwdcee as of SUfteig Conrponed Saoth, tnformabon {BCSR} f MShe<i by TP? sort SOCA are refefensed for 9esxsi guylarex, TPf 4 defines the rrurrtsoraKatae9ties arra decree aithe Twas Desgoes, Truss Desofe Eines' acrd Truss Afianu€fuh,t e bre"s otherebay, d0ned by a Confrad agreed upon or saeny n4 aN pidws amoved, The irate Mmgn Fn0r ter KNOT the emodac Dors, gm, m Toss Syst m Entimer _qy for any building AP captaatered Terms are as defined rn TR 5. WSF tHn � 2Qt4 P¢ri3ar4xf-Y)rJ Eeg€taaenv�. LtC:. ifJr,7{. 1?uPR`aciracts'an a! 4Yais duwrrevrt, to pry fwtn, is P'sd°efyaYSd ewthcwt wrAl'mr t2ermCssran Yserm i'raOuikl.tar.J. IN1. €: 3-7-2 __e_._....._. ... 3-7 08 -- 3x4 r 11 10 9 0 7 30 +' 2x4 0 3x4 ==. 2x4 11 2x4 11 2x4 it LOADING (psf) i SPACING- 2-0-0 CSL � DFL. in (loo) lldeff Lid � PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC (115 Vert(LL) nla nta 999 MT20 1971144 TCDL 18,0 Lumber DOL 115 BC 008 Vert(TL) rite nta 999 BCLL 0 0 Rep Stress inch Yes WB 0 05 Horz(TL) 000 8 nta nfa BCDL TO Code IRC2009ITP12007 (Mamas) Weight 47 lb FT = 0% LUMBER- RACING - TOP CHORD 2x4 SPFNo2 TOP CHORD Structural mood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No,2 2-0-0 oc purlins ( 0 max.): 2-5, BS 2x4 SPF No.2 SOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No,2 REACTIONS, Ail bearings 17-1-1, (lb) - Max Harz 1--54hLC 5) MaxUplift All uplift 100 lb or less at joirgt(s) 1, 8, 9, 8, 11, 7 Max Grav All reactions 250 Its or less at joint(s) 1, 6 except 9=417(LC 12), 8=417(LC 11), 11.337(LC 11), 7=337(L 12) NOTES - 1) M ♦ 00 r # R hiughts)� cantilever left and right exposed; end vertical left and right exposed� Lumber DOL=1,60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord beating, 6) This truss has been designed w psf MY..!m chor x# nonconcurrent with any other live loads. fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, % 8,11, 7, 9) Tkis truss is iesi*rret, inowirrdexce wilk Ilse 2"9 -IF, A, mrre es sechis.,is R592,1 11 aet- %-V,12A&2 arri refgiran�ir 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical puffin representation does t depict the size or the orientation purfin along the top and/or if WARNING - ease thdrocea79aty review the eforeamar`s rafrU t meth of Fan the oo, orgy Tetzrc fy reclax pat ed Prcadee u term Verify ditto parameters erns read aofes on this Truss C n Ckawxatg (TCiU) arHf #gt0 R?r3 PY6FaCtaRG�a 3hetet Itev'. 11,14j taekiFe dA3@.%.!t!t£96 otherwise a4alFed GN9 the 7Cida, GttSFj AfitT WC CQt1vteC`E£N irtates ba iMBb`tt h!i th!ffi TDDto be Ya5A3. Aa" a Teat}a tt f=iSgPateet t6.@.. ""a�CCY&.iiY �FSgd?Liaf}, ttae aeai on sny TC?G represents an ea cop gree of the proflb"astaP tro net irat responsirdity for the da saga of the single Truss dep�tsd on The TRC1 meaty undin FPS 1 The de�pv assuettAyrns Saadin9 cnr drone sutlat ldv arrd ttse of this Trc for we Suildsag ss the raespooNbd fy of the Cssfier, the Corner's aufhoraaed aster➢} or ISau Dodong oes trsae, m the comext ruthe IRC,the MC, the koca! �tg uses, one Tf4 7 T- itt�.t avat of the TDD aild any €roM use+ 0 the Ross,, onsiat aft handing, Noottle, Ong ripabre, ®ibd bracing, shag i}B th sponleitPlt0 fb6 the Suadesg Designer avid Contuactcsr. AR notes sat IoA if, the TDD and the rawsices and gusdernes or Su sti; Conareneznt safety Information 10C' SQ puobstiod by Tot ano 98CA we miefenced for gent rat Ruiahoe 'Nu t defines the eesporrstbsRies and out" of the "mires €?esigrsr„ Tretss �o Enanu n and Tru"Rlanutacdurcr, ursess Isperwtae deaned by a Contract agreed Quin ire W Ung by as parges artrtsfvef.. The Truss. Bassin F.:rorwee is NOr the 8.0deV Donner ar Ttuse System Engsneer flu arp buMeV. AQ capifairdaei terms are as defined ire not f. CopyrighM 2014 PloSa,Md-Do Engineenru; LLC. (DfJj Replo doctors of dais dooeroffht, to any tam rs phot feted wdtYuxrt waidety Permission horn Rroffyaiw0r„t. July 7,2015 lu KmmVODM14VL4nL4,,,S eo,itJYKHSC-LMkrny6xZjv5?hxuBgOOTGDvisD5wPdmbxobBiz—Vfg 3.7-2 3-72 EMM 3X4 .� a 7 6 2X4 It 2X4 11 2X4 11 3A LOADING (psf) SPACING- 2-0-0 TCLL 30,0 Plate Grip DOL 1.15 TCDL 1&0 Lumber DOL 1,15 BCLLRep Stress Inor Yes BCDL 7.0 Code IRC200gfTP12007 CS1 'I DEFL, in (10c) Veep Lid PLATES GRIP TC 0.95 Vert(LL) n/a n/a 999 MT20 197/144 BC 0.07 Vert(TL) nia n/a 999 WB 0,05 Horz(TL) 0.00 5 he n/a (matrix) Weight: 38 to FT - 0% ---------- BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except 2-0-0 oc purlins (6-0-0 max.): 2-4, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Ila) - Max Horz I =-54(LC 5) MaxUpfift All uplift 100 lb or less atiorrift(s) 1, 5, 7,8,6 Max Grav All reactions 250 its or less atjoint(s) 1, 5 except 7-426(LC 11), 8=365(LC 11), 6=365(LC 12) FORCES. (lb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. WEBS 3-7=-382162,2-8=-288134, 4-6--288/34 NOTES. 1) Unbalanced roof live loads have been considered for this design, 2) Wrid: ASCE 7-05; 100mph� TCDL=10,$psf, BCDL=4,2psf; h-15ft; B-45fL L=24ft; eave=4ft: Cat. 11 Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical Jeff and right exposed; Lumber DOL=1.60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 5 degree rotation about its center. 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a I C0 psf bottom chord live load nonconcufrent with any other live loads. 7) * This NOWN standard ANSI/TPI 1, 10) 'Sem�rigid pitchbreaks with fixed heals' Member end fixity model was used in the analysis and design of this truss, 11) Graphical purfin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord July 7,2015 "s—ere Or MeRifill btK*dKf t OMU W hNnUfaet.ed Products"tonn eClt dwQA parmeteM and read edes lai his Theis Dftqf, ofavorg ,TDD) 111111141) blfl. h . U.I. as 01Z reese staled on the T 00 W gy UnT ely w me, d er pegs h eff be Bread Me t N a , DD t, to vela}. As as T r m% De Wh E n ge, o er is , six, vate E n gyn ar the seal W 8ij I'DD lepeessno w acoepeiray, of the profOWMai efcatheting t0"MMY or tire deWlet of the. Tronas dereeed on the TDO onty, under TPl I Trie deso rfssatmptir>ns loadenq e0ndyee" stalabifity Add use of this Toted for WY SuNdeer d, the leop"denly of the Ovnler, the Oletier's a D" 'e" RC, the SO the WsW bakyret code aid TPP I VX The SA 8-d1mg DinrlehN and CwftaCtof Al riates aid OW in few TDD he arsetrylif of the too airef MY hew ree, of the Telae fridudirg handimes. storage, 01safflabler and =iycl beMt4iW,'!Mi it,dclores lardgueltoersotBuRdN Coneyarent Safey fieOntelbon li)CSO putfthedby TPI arelSSCA era irsele"oed lw Wmeta0giadanoe TPI I defer a, the ,sromeirows and dutee, of tine Truss D"Qrwe Tone, Otani, Erpnew anal There Manefiedure� Lathes otherwise, defined by a tedivaie agreed upon in eshhrt he ag'amahes moNed The Team 0",iin Ennui' 9 NOT the 81rid" Desnrwl W Tress System Eniivreei he awy Wilding As capitakiniel term are as delthowd in I Pf 1.. I Copynght 0 1" 4 Pethymyt-CeJ Fsphileeirg, t.LC, (01,i) ReprodWyar, of fear drcureeril.,. any forri, to PRA'bated wgireA -oon pe'newdr, hors proffujid,roj rn 1F 10..ptyh23n!iB9AarFy7Gu6jDObzkGUY-O krny6xZjv5?hxuBgOO7GDv sDCwPjmbxobB _Vfg 3.7^2 3-11-8 3.7-2 f 3x4 . 20 11 20 It 30 LOADING (pst) SPACING- 2-0-0 CSI. DEFL, in floc) Ildefl Lid � PLATES GRIP TCL. 30.0 Plate Grip DOL 9.15 TC 0.19 Vert(LL) rota n/a 599 d MT20 197/144 TCOL 16 0 Lumber DOL 1 15 BC 0,07 Vert(TL) nfa We 999 BOLL 0 0 Rep Stress Incr Yes WB 0.05 Horz(TL) 0,00 4 nia We BCOL 7 Code IRC2009ifP12007 (Matrix) Weight 3016 S FT..._0% LUMBER. BRACING- _ TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 2- oc purlins (6-0-0 max.): 2-3. BS 2x4 SPF No -2 BOT CHORD Rigid ceiling directly applied or 1 O- O oc bracing. REACTIONS. All bearings 1fa9-1. (Ib) . Max Harz 1=-54(LC ) Max Uplift All uplift 100 t6 or less at joints) 1, 4, 6, 5 Max Grav Alt reactions 250 t6 or less at joint(s) 1, 4 except 6=416(LC 11), 5=416(LC 12) FORCES. (t6) - Max, Comp,/Max. Ten, - All forces 250 (I6) or less except when shown. BS 2-6-339144, 3-5=-339138 NOTES- 1) Unbalanced root live loadsconsidered for this design. ASCE 0 w.# # 13=45t L=24ft; eave:r4ft: Cat. 11; Exty C; enclosed; MVVFRS (all heights); cantilever left and right exposed; end vertical left and right exposed: Lumber DOL -1,60 plate grip DOL=1.60 Provide adequate drainage to prevent water pending, 4) Plates checked for or ! rotation about as center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10O pst bottom chord live load noncencurrent with any other live loads, # t i. 4.• #. #.#... ♦n. w � � a 1. . standard ANSVTPI 1. 10) "Semi-rigid pitchbfeaks with fixed heelsr Member end fixity model was used in the analysis and design of this truss. 11) Graphical purfin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord, July 7,2015 wARPdYNCa P3r,awe thtsmc#gRry cevsew itse "'Gustamere Actin men! nt frQsu€9d a#ztrkiarrf Term fort Manufactured e roducis" farm Vetxry deson parameters Mrs t i €Atter o iters Truss Pero 0faw ryT (TiS&5} aril the DO Reference 6hdst dram. 11,14) ta@t�Me u�se.Jrctesa of r stated on the TPb, rnv€y MrTek rronnedat ptates Shall be hard to, flus'TOD to be retei As a Truss De n E,9t neer d e SaKiatry Entianeeri the sea# on any TDD represents W, accaptanot of the professxral erg,heearag responsdxmy for the dessin attire %srgte Truss depaled on the TDO nary, unndw TRI t The desW assrurrp4wrts badant cofteons, t>tttYahsdty six# use or this Truss for any 6urMtr p to the reep embsny of the Ourm, shay GbY4nVS audhCRm*d agent ear the Buru.V rhisTruh sj idle c, ext of the IRC the l6C, the Soca! Nike rg code and TR t The ar4n`ova4 of the TDO and any old rase off the ieuss, indut tng hrandlaeg, stonce €nstasadan anti Weer g, shag he the respen gtWity a the stroding Dawe and Contractor. A# rotas set out in the TD0.arrd Me W F Y f - FIM ed by S u kr vrnUr aP guidance; TPI R detoxes the eespeneAstres and s of the Truss Ctes grtes Tprxs& - actiasst and andstuazs of 9u C4rnrioneavt Sated in#NanaYdora Cit" St tr4xhed %PI aaui 56&.A are reaexenxsrd fear + Gas €areae grad Tarns Maotaxhachxrer, unless a e dsitated bX a Cotkract Don r{8 hY orf pasttoe trn ed. The Truax Design F ny,neer is NOT the 6uitae g Caesigm or tnrss sysae u btxgneer irx any bu±klsrrg Afl r„ar«iasfecf tames are as sAxtered In TPi 7. Capyreght0$14 PrcrFSutxf Ckrd Engs,"o s.LC,(ord)Ra ; !1Nfi d"l�la'u,, "g. tmxitrrtmry of rola ctocsment aro any irr.m as prcdrat;+Ezxt awtfaaut yesten pearmow. from Pro£eek1,00 I 3-7-2 G, 11-8 3.7-2 1 wX4 = 4X4 = 6 5 2X4 20 11 20 11 2X4 LOADING (psf) SPACING- 2-0-0 C% DEFL, in (toe) Well Lid TOLL 300 Plate Grip DOL 115 TC 0,17 Vert(LL) are We 999 TCDL 18.0 Lumber DOL 1,15 ED 0.04 Vert(TL) I n1a n/a 999 SCLL 0.0 Rep Stress Incr Yes VVB 0.03 Horz(TL) 0.00 4 Old n/a BCDL 7.0 Code IRC2009/TP12007 & (matrix) LUMBER- BRACING - TOP CHORD 2x4 SPF No,2 TOP CHORD SOT CHORD 2x4 SPF No.2 MBS 2x4 SPF No,2 BOT CHORD REACTIONS. All bearings 0b) - Max Horz 1-54(LC 5) Max Uplift All uplift :n or less at joint(s) 1, 4 Max Great, All reactions 250 1b or less at jointia) 1, 4, 6, 5 Weight: 23 lb FT = 0% 2-0-0 DO purfins (60-0 max.): 2-3, Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind00mph; TCDL=10,Bpsf; BCDL=4,2psf, h -15t 8=45ft.' L-24fi; eave-4ft; Cat, fl� Exp C� eryclosed� MWFRS (all heights)� cantilever left and right exposed ; end Vertical left and right exposed; Lumber DOL -1,60 plate grip DOL -1,60 3) Provide adequate drainage to prevent water pending, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord beating, 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, -A. & irw, t A-* viat f # io -24 1 m* uVa, ur�j� w *,--m-kom W. R1 M-flil wowm WV -W, M7V ta I Mr fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at jointia), 1, 4 9) This truss is designed in accordance with the 2009 International Residential Code sections R502, 11. 1 and R802,10.2 and referenced standard ANSIITPi I 10) "Sernikrigid pitchbreaks, with fixed heels' Member end fixity model was used in the analysis and design of this truss, 11) Graphical purfin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord, July 7,2015 I I =M* flAyWOPWI'S ACKabratedireffnad 01 Profftefty Shea dah Farm for marattadved Fooductry, form Vegil design paniMeNNS and read notes on Poe Toms De"n Drawing {TDD) Arai the DvJ ,Me Sheet new 11, 4) before eye Ultherm reheheree "ad on 0* rot), canny Wok osivneux prates shW1 be, wed for the, DD to be said As a Tarss Design Enpneef ti e - Sittynafty Etartneeri the seat on any TOO repoSener an manyeanm of the yrofesaaonaf rose'Whroni lesPOnybrity 109 chs dblefin or OW aWgirt, TWN 00,Wted an the 100 fofty, unde, TR I The d assompl*m, knek.9 co"ah"a SURAfftiftY and U" of tNs TIUM to, any fhakiftift is the leSponsibligy of Ole Oarndr, the 0aitrat's authowed agieh w the Bring 0 M are, m the cordeA of the IRC fine rbc, = bodiang erode And I Pi I The' M. AY Ithe Budd" Drrsqnw Aad Contradw AN notes set out'n the FOO and the appfwW of the TOD and few Not war of the Trues, indrxvraf harderag, Storage Invagaron and bribaryt, shaft be The ppttacGces ami Vs 'ha Man ftet of slugerev congtonent Safray lobababon ff)CSI) rwh6shod by TPI and SUCA, we referenced to, indural quelanct, IN I deft?" the and drdws of the Thdaf Dertftyxo Tfuso T Ufachow, ni0#fereot defineddefined be a COrylad agreed WKM do wed by 44 The Tw%, Cht"11 Elaree, M NOT the SWdrog Ociognei, or T�urrstfrstm, "Qkrow -qV " the any txAftlIg AO teener ani as defirealar caproigm tTPI I COPY'sild 0 2014 PrOWArrOIJ LLC, (DQ) Ropoducloin at ties docuffene, m any form, is prahlbted adhout onften pe"nsbow Oran Frrosm-Drj EMINEMNea"', cr�a rY4 Jury irty � Cre+ak aree i Cguad Heiress plan IA Lot 4 1f41 25 Valley Truss # t� i 911, 7 s tact 3 2444 MiTek industries. Inc Tue Jul Q7 09:00.S2 2016 Page�f -.-,.,.,,. ICI RKHiVGbHl7VG;nQ3S2o 7JyKHSc-UYIC1 fT K1IydgW4#NvF?Um5kGZtxhwpbxg9z_Vfi 2-6-14 ._.....__.___p.___.,...._,,... _._.....,.®__ �: _..._.. 26-14 m_......_..A._...w..,,.. ,__,._m._„. Seale - I:13.s+ 3x4 11 20 ^✓ I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.07 Verri(LL) ma n/a 999 MT20 197/144 TCCL 18.0 Lumber DOL 1.15 BC 0.11 VerbTL) n/a n/a 999 BOLL 0,0 " Rep Stress Incr Yes WB 0:00 Horz(TL) 0.00 3 n!a n/a BCOL TO Cade IRC2009rrPi2 7 (Matrix) Weight: 12 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=23015-1-1 (min. 0-1-8),3-230/5-1-1 (min. 0-1-8) Max Harz 1-37(LC 6) Max Uplift1=.10(LC 7), 3=-10(LC 7) FORCES, (to) - Max. Comp.dMax. Ten. - All farces 250 (lb) or less except when shown, NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Winn: ASCE 7-05„ 100mph; TC01-00.8psf; BCDL=4.2psf; h=15ft; B=45ft; L=24ft; eave=4tt; Cat, it; Exp C; enclosed; MWFRS (all heights}; cantilever left and right exposed end vertical left and right exposed; Lumber DOL - 1,60 plate grip DOL=1.60 3) Plates ch ed for a plus or minus 5 degree rotation about its center. 4) Gable requires continuous bottom chord bearing, 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 1, 3, 8) This truss Is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and 8802.10.2 and referenced standard ANSI/TPI 1, 9) "Sema -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss, July 7,2015 WARN eG -Please thworythry revow the "Cusaomett Acknoyandlieseur of Proltutdd Staudard Terme for Maraudactured Pormets" fern 6+erafy don agn palueuders and read neaes on lilac tartlet osstgn ilravntxg i PDD) arni tt3e ta'r,S Re[erance Sheet toes.. 11-14} refuse use. Unions othera l se stated on the Too. only Way c onase es plates shaft be usert dor this Too to be vWsf Asa Tam Deacgn Engineer l6 a , Speesa ty Eiry�ttzeer}, the nun many TDO repxesants opo a&ceptance at the p olessronat er tineerrret respeavotakry RX the dMilin of Nee tangle Truss duaded on the Try) onfy. ureter TPI i The dccayn assumptses WacAatg caaadatkrns_ apyhroetM tttd erne of tuft t suss rot any t hermg shot fespeoseornsrbelyane cr the xl eo the i aween Ah isace, 9 hag be the W=ft m the ua,`rhtext nr a d Co the € or the localofiss set Wn ^the and an 9 etas ap+(a[avai of ttae 7ilp ars3 any taekp use: other frusg, tndudrrvp hanstrrarg, stsvaga rctsitaataon enc} taarx¢pg, shall b+a tEx: rrsP�unsatuiity sr{ttxe aucidirag Eies9rwr aan'Y i:antanctor. As notaa set ora n the TCPL7:atwi the po tcoces and gudrones of seye aatp comportent Safety Inbroarban lW Sig pubfishe l by I PP and SBCA ares referenoed tar generai guidance TP! Y de&ross the resporstenk les and outles tonne Truss cie oitnerTruss Nair Entiene n and Totter ddanutactunn, coir€ens cathewese defrnas7 !: } a contract agreed now m w Nabi by as paves —dead The Truss Uashy, Entyrceer at NOT the rtuacf.og he, or Truss System E hawster for any tawklmg. All capstahzet torr" are as de€ tad lex TPi F. , Capyrght 0 2014 Pro8tvid ar i E.ragrassur LM fDIJ Re real, ucta» of this dorumera, m an farm. as othixted enthnui xsx#en aN, } P Y pa' perrrt:cnaor+: from ProCiurki�CPr„t. 4X4 8 00 lit". 4 18 17 16 15 14 13 12 11 10 3x4 LOADING (pld) 1 SPACING- 2;0-0 CSI, DEFL, in (foe) Well Lid TOLL 30,0 Plate Grip DOL '15 TC 0,06 Vert(LL) n/a n1a 999 TCDL 1&0 Lumber DOL 1,15 , 15 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ince Yes WB 0,08 Horz(TL) 0,00 10 n/a n/a BCDL TO Code IRC2009rTPI2007 (Matrix) LUMBER- BRACING - Weight: 67 lb FT = 0% TOP CHORD 2x4 SPF No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except SOT CHORD 2x4 SPF No,2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No2 REACTIONS. All bearings 10-9-0. (lb) - Max Herz 18 =-220(LC 5) Max Uplift All Uplift 100 to or less atfrunds) 18, 15, 16, 17, 14, 13, 12 except 10=146(LC 6), 11=-121(LC 3) Max Grav All reactions 250 lb or less at joints) 18,10,15,16,17,14,13,12, 11 FORCES. (lb) - Max, Comp./Max. Ten. -All forces 250 (to) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-05; 100mith; TCDL-10.8psf; BCDL=4,2psf,* h=15ft; B-45ft; L-24ft, eave=4ft; Cat, fiExp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL= 1,60 plate grip DOL=1,60 3) All plates are 2x4 MT20 unless otherwise indicated, 4) Plates checked for a plus or minus 5 degree rotation about its center, 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10,0 list bottom chord live toad noncorourrent with any other live loads, 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide V411 fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 18,15,16,17,14,13, 12 except (# =to) 10=146, 11=121. 9) This truss is designed in accordance with the 2009 International Residential Code sections 85021 1A and 8802.10,2 and referenced standard ANSVTPI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, LOAD CASE(S) Standard July 7,2015 WARNING , PIMA thef"MY fevww file "CuMosters Rake .tecta of PfaSuffd Standwd Teimt for Manufadwed Pnedunx�'fbrra on, I desq. paranedth, - w no _f -as- 0--n-oyes on thys I w as Oft on or own 9 P M and the DeJ Rofeenoe crest (rev 11,14) betme use VW&M atherayse stated on the TOO, only Urtat, otehentor Nat" ehett be ustef ex fts Do to be a3ed As'a Tnm Dewp, EVrnew b e , Spada Enganani, the seat all any TM loposents W accefeance of the profewaonal ereneenwo Ifr%potenwKy to, the deson of the single Ttun alaluded on one i'00 onty, onjal Tpg I The n amffxkeo�s owknq sudabggy and use tafths Trud� to, any 8okh%,mthA relse, tbd y, � Wthe or or the N W D.- ne, I - the A-1ext of the IRC the PSC, toneoutt buitang co'do alyl'TPI I The appm,M at the TDO wO any (w1d u- e the ad Zw=V$h= w. .=,iY zn. Safidget Desqnlyl and CWbactor AN notes wt me t. the Too Awj the feactexts and ttudeat nes, Of But ang Gem nt $army tnhXnVficA ISCStd pUbfthed by TPS and BOCA we tlaef"Ood to' geolV09 gudahca N1 I dbfiaves the mpynebMeb; and dubes of the Inyet Dnonen, Tress Devon Enlikenlr and Tdvyt Manutaottave The'rntet Dmq� EnporftT A NOT the Buddy Dftgm< or Tarr System Engyneen Ni7v , any buddwQ AIS C40olved hams ave as detwed m TPI t Copyright 0 2014 Pro8wl�eta,) EVneems,g, LLC (Dau) Repoduchon of the, document M any toren, a prooutmtha yethooll waren pensaae horn peorthed-rnj ID: RKHiVGbHd ZVGinO352oGTJyKtiSa-QxQ_F"_9psel9gs8 _ .. ..m..0 00 .W_., ,._...-....._ .._..-...._,_,. .----__ . __......._ ....... „tib 9, � 3-0.0 3-7-8 7.1-8 4x4 LOADING="- s 7 B WO H 3x4 -. 2x4 l€ 20 Il 2x4 it CSI. TEFL, in TCLL 300 Plate Grip DOL 115 TCDL .e Lumber DOL 115 BCLL 0,0 Rep Stress Incr Yes BCDL 70 Code e CSI. TEFL, in (too) Wall Lrd PLATES GRIP TC 0.39 Vert(LL) -0.09 1 ntr 120 MT20 9971144 BC 0,03 Vert(TL) -0.22 1-2 ntr 920 WB O,14 Horz(TL) ~0.00 5 n1a nla (Matrix)Might: 43 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 2400F 2.OE TOP CHORD BUT CHORD 2x4 SPF 2400E 10E BS 2x4 SPF No,2 OOT CHORD OTHERS 2x4 SPF No,2 DG Right: 2x4 SPF No.2 (Ib) - Max Harz 9=-197(LC 5) Max Uplift All uplift 900 to or less at joint(s) 7, 6, 5 except 6-254(LC 7) Max Gras, All reactions 250 to or less at joint(s) 5 except 8=543(LC 11). 7-377(1 C 1), 6=476(LC 1) FORCES. (Ila) -Rax, Comp,/Max, Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-6=-530/274 WEBS 3.7--314!54, 4-6« 414/123 R x.... callingbracing, NOTES - 1) . ♦ roof live loadsa e for this design, 2) Wind: ASCE 7-W 100mph; !e x heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=1,60 3) Plates checked for a plus or minus 5 degree rotation about its center, 4) Gable requires continuous bottorn chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other fit between the bottom «: and any other members. 7) Provide mechanical connect 8-254, standard ANSuTPI 1, 9) 'Semi-rigid pitchbreaks with fixed heete'Member end fixity model was used in the analysis and design of this truss. Nf::. +.. July 7, 015 theincignsf .w Wttaeirfl Aitenowledgenerldof ra [ txrtri utY Tterns for l3artufateurcd Prt autds" forrcr Vcnty c0 to b parameters aaxf read d es on One Truss Glestgrt y (iiao} txW the C1tJ i2nfieserma vhP.et@;rev. t 1..141 before use.iJMrss oche elated ttsaa rirx? TE1U, pn4y gHYek sarnstec#or gs:Mtara skaa# �trsvefi kir tM.e YCaia Ma fxo vairi. Aa a 7 rvrea iae�gre r',srpsnexe 4.e . +aHy Erv�naer). She seat on any TDO mputsrnis an amperinne of the proR t edgrnec inq restsonsiosisy for the deargn of tote sante Trust duchess on" Too only under TM t Thi: deign assurxtphorvs krads cvrwtstrorts.. suRataleiv and use, of Ota Truss Tor' any refori tg is it,, res y Of Me (:aVoi r. tae Qwwon's authadzed argent eat the &#u+kirra� t7tss nsur ar the 00-10x1 Of the lt2C the f8C, this tests bu:4irro{ done sio Ti # 4. The aPdx`ays of dire TDD and any fohd arse of the Tnrata trsd hancNktg, staragc. Mesut e. and toneang, shag be. the rroc)xnsa r#y a tate BuddrV Saesgher and Cantrachs, As wine sed out in the TOD And the 444 prac.an s and g mdathoe$nt Buadeig f ompusem safety dnformu en (BCSd} perished by TR and $BGA we referenced Cor ifunera6 guidance TPi Y defines ttut, iesponss cones aryl dowel of the Truss D eaignen, Truss Design Ecepnee, and Truss Aktaeciuctuser, creaser oif+en nese defined by a Connote agreed tenon in seeing by aN patrons tw oNed. Ttre Truss Design PrornCcr N NOT the Duradssay Designer. r w Truss System E.Wmer qy he any bulkeng Aft cirseahzed teats are as defined er TTI t c rdh§'rght -- 2014 --- —kd.iyrJ EregsneCtrnp CLC SidrJ; R rtxtazudtem d4 this doca.xwawat, to any tcrn+ is #s'ohtGdteQ wsF4sout uwata�n SxarmaasiAn frnm ProELutd-tYrS. iii RKfiiVGbHILVGinQ3S2o TJyKH3c GxO P 9pseHgs8fTsox F . 2-0-0 „ .....• k e_..w 690 40 I LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlirls, except BOT CHORD 2x4 SPF No.2 end verticals. BS 2x4 SPF No.2 BOT' CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS, Ali bearings 10.1.2. (lb) - Max Horz 8--147(LC 5) Max Uplift All uplift 100 to or less at joint(s) 5, 6 except 8--157(LC 7) Max rav All reactions 250 lb or less at joints) 5 except 8=412(LC 11), 7=412(-C 1), 6=420(LC 12) CHORDTOP WEBS 3-7-352113, 4-6=-3781113 NOTES - 1) M..« 1 «enclosed; heights): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1 60 3) Plates checked for plus or minus 5 degree rotation bottom4) Gable requires continuous « bottom5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, fit between the «, a and any other 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jto,ftu a) Tkis truss is tesigne4 in «" C*te secthretst w. standard «fixed Member an<$ fixity model « in the analysisand design of July 7,2015 WAKNU' c3 - fleaee tnaroUghty ofyeerw the"Cuatormers Acfmaa . evreenf of PraBeakt trandied Terms for Manufactured Prod 4s" linen V design pan nese€ e Barad read awes on thea These Dinestm Dtatveiag tT001 l....... _... _.. and the EW Recen nre Sheet (.eo 1't-14) befiot use Unless otr dieted on the 9CN7 offer Wife c' enneste, plates Finan be wed for tt.IDD to be vand ,Asa Tiers h Eniat an (c e _ Specaaitp Fnia"Ier), the seat many TOO uipresents an ac:ceptunce of vie penfxesseonaf erstraefen responsbRy he the design of the arngte Tress detected on the Too ofoy,. undim TPI b Tdero design assumptroms, l3bdittg mead dons. seatatuhty tat use of thy, Tmass an any SaAk mg rs the resp« sibitry of the O ones, the (SMIS arthortud agent at the faink g CDesynee ua the cora ed of the tial e #6G th. iii;, Seat buitcdrof Grate and TPf 4 The at wet of the TDO and any field use of the Tend, iodudeng ho d oar sfarage, oeitaNataan and Iraang, shat be the resr o.�rslbity athe Building consent and C antw1a,. As mors sack out Ora the TOD and the pprraxxtces and gusithoea of Suddirug ConHaarr of Safety eaarmahon (Wth) puthshed by Pr and SSCA ase setereneed dor gement gufdanoe SFV 1 deenes his, responsaLxM.�.s and dut" of the Trail Desagnes¢, Trus C3nadgm Enifineer she Truss Manufaceeec untes's ot>emse defined by a Connect ai teed urxxr m ahfty; by as partes mowed. The Truss Design Engrroson to NO' the lsionlixd i esaprer ar Truss S},skem Engineer for any buds og AIC raprta8ued ¢dams are :as defined m Tat 4. l C iron dill0 2014 profheEFC)iJ Fog neenmg, LLC. SDr,8) Repro« woon of this dacurnenr an any foam, is pe toob id eAsesut w sten p eormsien €fam iNor udd-Estj y.. 7 G 2x4 2x4 Ei 2X4 i! 2x4 If I...».,..,......�...�,e..,.. ___,_.......,„.....,.r.._.M,-..................._........�._.....„-.....,..F,�.�'.��y__._.___�...,>........,..,.,..,...»...,.,..._.-..,,._....,....,_�....,,..,.........,..ear....,-_,� LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Iideft Ltd � PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.00 1 ntr 120 MT20 197/144 TCDL 98.0 Lumber DOL 1.15 SC 0.06 Vert(TL) .0.06 1 ntr 120 CLL Q 0 Rep Stress Incr Yes M 010 Horz(iTL) 000 5 rest nae BCDL TO Code IRC2009trPI2007 (Matrix) Weight. 35 Ib FT - 0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlirls, except BOT CHORD 2x4 SPF No.2 end verticals. BS 2x4 SPF No.2 BOT' CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS, Ali bearings 10.1.2. (lb) - Max Horz 8--147(LC 5) Max Uplift All uplift 100 to or less at joint(s) 5, 6 except 8--157(LC 7) Max rav All reactions 250 lb or less at joints) 5 except 8=412(LC 11), 7=412(-C 1), 6=420(LC 12) CHORDTOP WEBS 3-7-352113, 4-6=-3781113 NOTES - 1) M..« 1 «enclosed; heights): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1 60 3) Plates checked for plus or minus 5 degree rotation bottom4) Gable requires continuous « bottom5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, fit between the «, a and any other 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6 except (jto,ftu a) Tkis truss is tesigne4 in «" C*te secthretst w. standard «fixed Member an<$ fixity model « in the analysisand design of July 7,2015 WAKNU' c3 - fleaee tnaroUghty ofyeerw the"Cuatormers Acfmaa . evreenf of PraBeakt trandied Terms for Manufactured Prod 4s" linen V design pan nese€ e Barad read awes on thea These Dinestm Dtatveiag tT001 l....... _... _.. and the EW Recen nre Sheet (.eo 1't-14) befiot use Unless otr dieted on the 9CN7 offer Wife c' enneste, plates Finan be wed for tt.IDD to be vand ,Asa Tiers h Eniat an (c e _ Specaaitp Fnia"Ier), the seat many TOO uipresents an ac:ceptunce of vie penfxesseonaf erstraefen responsbRy he the design of the arngte Tress detected on the Too ofoy,. undim TPI b Tdero design assumptroms, l3bdittg mead dons. seatatuhty tat use of thy, Tmass an any SaAk mg rs the resp« sibitry of the O ones, the (SMIS arthortud agent at the faink g CDesynee ua the cora ed of the tial e #6G th. iii;, Seat buitcdrof Grate and TPf 4 The at wet of the TDO and any field use of the Tend, iodudeng ho d oar sfarage, oeitaNataan and Iraang, shat be the resr o.�rslbity athe Building consent and C antw1a,. As mors sack out Ora the TOD and the pprraxxtces and gusithoea of Suddirug ConHaarr of Safety eaarmahon (Wth) puthshed by Pr and SSCA ase setereneed dor gement gufdanoe SFV 1 deenes his, responsaLxM.�.s and dut" of the Trail Desagnes¢, Trus C3nadgm Enifineer she Truss Manufaceeec untes's ot>emse defined by a Connect ai teed urxxr m ahfty; by as partes mowed. The Truss Design Engrroson to NO' the lsionlixd i esaprer ar Truss S},skem Engineer for any buds og AIC raprta8ued ¢dams are :as defined m Tat 4. l C iron dill0 2014 profheEFC)iJ Fog neenmg, LLC. SDr,8) Repro« woon of this dacurnenr an any foam, is pe toob id eAsesut w sten p eormsien €fam iNor udd-Estj y.. r..a x Yh_Uty VtyCreek%de f Quads Hykioa Pgn 1A Lot 4 GABLE 1 t t10100029 iD RKHdVGbHt2..VG nQ3S2oGTJyKHSc,.ui _MeKgRdyPXUlEfQVSyd -tifi7 13 6 5 2x4 I1 2x4 ii 2x4 N� LOADING (psf} SPACING- 2-0.0 CSL de i L, in (loci Ildefi tl Pd TCLL. 30.0 Ptah Grip DOL 1.15 ( TC 0,37 Vett(LL) 0.00 1 ntr 120 TCDL 18.0 Lumber DOL 1.15 BC 0.08 Vert(TL) 0.01 1 ndr 120 BOLL 0.0 ' Rep Stress incr Yes WB 0.07 Horz(TL) -0.00 4 We naa SCDL 7.0 Code iRC2009fTP12007 � (Matrix) LUMBER- BRACING. TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No,2 BS 2x4 SPF No.2 BOT CHORD OTHERS 2x4 SPF ND.2 REACTIONS. (Iblsize) 6=31113-7-2 (min 0-1-9),4=240/8-7-2 (min. 0-1-9), 5=43518-7-2 (min. 0-1-9) Max Harz =-98(LC ) Max Upllft6=-121(L.0 7), 4=-68(L 7) #forces # or TOP CHORD 2-6-295/131 WEBS 3-5=-36410 VtieighL 26 ib FT =0% end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) #x l MWFRS (all hrughts)� cantilever left and Tight exposed; end vertical left and right exposed; Lumber DOL,el 60 plate grip DOL -1,60 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Gable requires • d bottom bearing, 5) This truss has been a ♦n d. for a 10.0bottom d..d nonconcurrent other live loads fit between « bottom chord and any other 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 4 except (#=to) 8� This truss is desi standard ANsirrm i, 9) "Semi-rigid pitchbreaks with fixed d fixity model was used in the analysis and design 3 �d July 7,2015 WARNING » Pardee ihwuuptaty rayiNw the 'i: Ts a C+titaetk of PraBusM Standard Tetma he firdaaauPasfixe+i Products' torn Ven d�sg3n Aram Is and read odes CK,the T'rns� f1�a�n C7r�wFay"J iFDCij del the DO Rererence Siwe%f raw 11-14) hehat, use.Uraiass odM1e! Mw� stated on the TOD7 only Mitak cannecfsv Pi lt" de to, the Y' U la hm wakid, Ates a Truss DosOn Er g eget Ek c S[,��aNY Ert{dsreerl. the seal on any TGD refxesents an areworynae of the fxAf ss onak enorneerno ramgararthakty` for the desigxr at the week* Truss dofra ed on the TDR &away under TR 1 The Negr elderly;coreldhorrs, saxikatrdiip anti owe dfl aids 7`russ ftl+' arry i3crvklag rs the rempexrsrtarfay of roN oenale.. She o"het`s Waterfront agarh or the D'amtr5g Dees ner. kt the croniexE a14N.aC RC, Slee 66G. tyre tl� S b."txuts and TMi theapf5raataf of the Tix7,uruf aay eska kale of the 'rrwrss. #nctuda haaaditrgg ataapa, in^,Lapa rao�r and ta'adlor seal Sae the resfxxns¢ MY 0 the building Desn,Crres end Contracyla AN razes W W fn the TDD fled the =4V9 uaiailatet+ot ttu+Et3rrrg CT Safaty d h. rreu'seon iS�'Sfk pubtrshed try r VS and SBGA are ngexenead for genera! gkndanae. iRt : dtfirsas the xarsgdraS+Mi+hcs aru3 tica3aa of the 7rvea i?vestgner Cross nyWeeds r and Texas ed home amf dean ee r Til 8etrned by m Conirad apreed open in ye" by ad framers rdyyeved Tee Trona Deragn E:nemem is NOT the eui doo; Crews goer ar Truas Sysdad E;ngfne a k.K BFMj faldlAUdg..Ak Cb2yRMfiX� krerms am 49 ddwf#tel3 in't'E'7 1. Co(rjz�h3 � 2e714 Prrat?uEKi€Yui 6:.rg#n�rng CR.C. ftir!} Repead€ttWiUn of G1i+a raneai .n any S'aea;, rs prWi#ttRtx# v,#hosf wvl#esa ie;lflsnAro from AraEtiriRch%?rk. i $U'RKHiVCibi-IIZVf tnQ3S2oGTJyKHSc-u7p_tvtcK9RdyPXUI E fQVSyd6OahUcilsCwM ImpKUz-Vfc 3-5.10 4 2x4 1i 2x4 tlI a�;w,.r:.-.--: „.x, arra_._.-..._.__4'��`�,...,..__...._,....._-...........�.-�,.r ......................,_._ S-fil-f6„- _... �."__._._..m___.....,_.�.�.,.._-.._..w.arra.,__.-..,.-......_-...,... ._,. ....____.. __mM..,a. ...._w._.w n,.. .�....-.�._._...�.............. ...:....:._. _ arra, "'"_..._....,._ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Bac) Vdefl L<d PLATE$ GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) We ma 999 MT20 1971944 TCDL 98.0 Lumber DOL 1.15 BC 0.05 Vert L nla We 993 BCLL 0 0 Rep Stress Incr Yes WE O 03 Horz(TL) O 00 3 nta nta BCDL T 0 Cade IRC20091TPI2007 (Matrix) Weight 18 to FT 0% EaRACING- TOP CHOR s 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2X4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 NO bracing, OTHERS 2x4 SPF No.2 REACTIONS, {tbhuze) 1=18516-10-9 (min. 0-1-8),3=18516-10-9 (min. 0-1-8),4=288/6-10-9 (min, 0-1-8) Max Harz 1=54 (LC 6) Max Uplift 1 =-2 1 (LC 7), 3-21 (LC 7) NOTES- 1) Wind:• ! Ca enclosed; heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1,60 plate grip DOL=160 3) Plates checked for a plus or minus 5 degree rotation about its center. Gable rt. ♦ bottom PrP bear,. 5) This 11 truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. P^ tri b. 11 between bottom chord and any other members, capable7) Provide mechanical connection (by others) of truss to bearing plate b 100 lb uplift at joint(s) 1, 3, ♦ This truss is designed in accordance+0 international P. sections P. R802. 10.2 and referenced standard ANSIfTPI 1, 9)"Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, July 7,2 }15 arra._.. _....-.._. gun thn., ahOWARNING- Ptcase thnro hhp review the `i 111 et'S Rc corer£ tof ed oalthe Standard &hTe s far oetorOatese9 Peoi be m edam vettCCyy dtrsrgn parameters stat read muss or the Tttasa Dessgn atawsxw,g {70ti) and ahs C7r,S a2efero^nae Sheet trey 11A4) tse£orxt [ise.4ttNeas p4o,aae Beaked an one T6i9. ,arty hAgietc carxteLtop ptsitcs aha9! be usced tar this tikD to !ars vaFki. Ae a Truss C3esdgn Br,gtaeer (ire., :,asrouy Eng,rmerF, the seM on any TDD represents An arc Iftnm at tha Qrofft%Aonai wehneenthi resp 8wontey Oar the desagr of the single Truft depuaied an the Ttia orgy, veder Tfo 1 The. de p assumpttona tfood,wnmiona. sta suWAY azul use of "" I hers tar any suadoei 0 the resporsrtwty of the Cw vthe 0%freft autturrized ageof ar the so,y ng Geo nee, a, the oorlexd of the IRC the lei;, this stoat bWmsng rode an +�t TPi 9 the ap twat of the Tai} and any SW use of the irhos, iheodyhr'etodtkrig ShMagc, Mfii htae OMI tx'a0rs shag be the oopwsttAty ®the RL rktt V Desogner am Cor M10r. AU rwtee set og4 to Ift 1 DD area the pr.arccerts atth riukf tdmxx of Buatdarg aQaiWmrw a Safety tnhxn>ar ap (SCSI) pubbsWi by T'PE Md SBCA are refene ced Rx gerwai g{eserwrao 3'P! Y defines the respom b rInfs 8M +shuts of the Truss Cteaigwv Truss Dm+N}yra hcotneer sod truss fyeeh taduoos Anders otherease defined by a Conrad weed upon En',vnbrzg by ail parfees ahs owed. The T"a Cres in E.n;Inter ss NOT the B.Oyett aessgrret or Truss Systeran Ereirneec he any buokidnq.. AR cap belted terrors we as defied in TPt a. Gv{ rgght 0 2014 Footyuokt-C h) h rtgtreenrtg LLC,. iDr h Rearodudw at this da wftmt to any foon, of protsN ed wrnhaut sheer, pe nsmon fohn Pro8wk 1T),J. 1-i i -1G1 Scale x 91.4 19 2x4 :' LOADING {psi} SPACING- 2-0.0 Csl, DEFL, in (laic) Wall L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.95 TC 0.03 Vert(LL) not We 909 MT20 1971144 TCDL18 0 Lumber DOL 9 15 BC 006 Vert(TL) n/a We 999 BCLL 0 0 Rep stress Incr Yes WB 0.00 Horz(TL) 0.00 3 nla nta BCt7L 70 Code IRC 009ITPI2 7 (Matrix) � ight gib FT 0% LUMBER. BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc pudins. BOT CHORD 2x4 SPF No,2 BOT CHORD Rigid Gelling directly applied or 60-0.0 oc bracing, REACTIONS. (Iblsize) 1=164/3-10-9 (min. 0-1-8),3=16413-10-9 (min. 0-1-8) Max Herz 1=-27(LC 5) Amax uplift 1=-7(LC 7), 3=-7(LC 7) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Unbalanced roof live loadsconsidered design,2) Wnd� ASCE .. 0 xteencl# checkedheights)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL - 1,60 plate grip' DOL= 1,60 3) Plates for w plus or minus 5 degree requires4) Gable o •twchord bearing, designed5) This truss has been OO Pat bottom chord other live loads, fit between ` bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 3. 8) This truss is s # ♦ heals' Member end fixity model was used in the analysis and design July 7,2015 WARNING, Purme Shosoughty norkearthe "Ceaaterser's Ae meati at Ff Or.rd gtandald Te rts, fur MantAaQwed Pndrh'm' 9a rc 'Verity d t vn ys« ramet e's at i Tined msec+, an here moos Da%gn Onewig (TOO) and die D€J ReBeteercw ShecS (eev. 4 t -tot tasters use,�s ottaMlwaer, stated sax the TC7Ck cnnty MfTsk carnnac#au pEat short t e eraec7 fw thrs TCrD #a tsi sushii :As a Tree dl+saagn Esrganeer (i,e... St�acaefiy Cr�geneer8, the seal an achy TOO +eletsents an aceecassere of the t'xo£e'disonai ervoweteo'esponsexthy Sac the demon at the surgte Trues defe0suf on the. TOD only. under TPP i. The desWamsuxrsaidcuts, ka drarothsalsons, suturbdidfy and use of des Truss tax any Biaesug er f re reeponsrtxvay of the homer, the Oveeer`c .eurogwed agent or the suiurvqne" so the context of the 044 the lac, the torhe busieing cede and TPI ?. The aPProsuO of tine TOD and any field use of She truss, roar eft el hanstl g, storage . trshuhir e and hrachOr shat be the respansaborh 0 the Bs rda g Drahlecr We Credractot. As Mes set sari rn the TDD and rhe f#Yaad(YIeS 9fk1 g4Nd8Nlsea Qt EiUkf(ftRg GtNYtFCIRen$ ESaSefq tnlbtYieAfishR y`$i«taPd glME%eSheP1 by TPb as+d SE.Ca ate [$fatX,1M d ttlt $, atietal gittGNA9CA4 'TPI i defines the respormawbes and duties of the Truss rAesoren, f uarss Design gefgureer and Teusa fiAanu#acturta unless asShervare defied by a Contract agreed osteon in usling by aM 5�¢fn:a trnro#ved. iha Trcrss Design Carga+,yer Ss NCSs the i3voYdieg CFesggner nt "muse Syatwm �vrginsse ilk far We MrIldersg..AS capdahzed terms see as dider d in Tru t. Copyrk7fti 0 2014 Frcs8trk7-CMJ Eng<raenrtsag, Li -C, {04J9 ReR+o+%+a:tson ati $hs dctexxneast, in our irxnt is la'c>hitnted wfFwcd writsen peexnssstxn from PQti&3u9d-D1J. OWNEMIWuc 3 -a th LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No,2 BS 2x4 SPF No.2 BUT CHORD OTHERS 2x4 SPF Nta,2 REACTIONS, All bearings 9-5-4.. (lb) - Max Horz 1=213(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6, 7 Max Grav All reactions 250 to or less at }olnt(s) 1, 5 except 6=298(LC 1), 7=508(LC 1 t ) FORCES,») -Max, Comp /Max, Ten. -All forces 250of lessexcwhen ept shown, VVEBS 3-6=-262194,24=4261124 We li t: 36 lb FT = 0% end Rigid g directly applied« 00o NOTES- 1) design, 2) Wkid: ASCE 0 0 ♦ i +♦ # ♦ enclosed; heights)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1,60 plate grip DOL=1,60 3) Plates checked for a plus or minus 5 degree rotation about As center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10,0 bat bottom chord live load nonconcurrent with any other live toads, « 1 t♦. ♦. ♦ ; ♦.. standard ANSIfTPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, gw July 7, 015 WARNING . Please tho aughly favors, the 'Y:usi¢amer$ Rehr ars %It FKnEYuikf Stamdafd T arae for IdanrxCacddaed fir 5ntxs° farm Venttlyt de n panooeters and read nates ate the Truss Des ra Dh1 1TD(:h and telae f eJ Ref efe,00 Sheet tredv 91-44J t use. sTnte ae oth stated crra Ctre TGCi, evs§g Marek csatstenss�e ptadm� stsaft ba used fpa dhaa'SC}t} to txa vaCitt. Asa lrcasti i csrgn Engarreer ire . Specsa4y EnginaetI, Chad seat on any TDD represents an eemint tea of the paotc,,hh g entpneA erg Mpansthnety for the detogn At the saa fe Truss dep tIted on the Too arty, under TM 1 The desOr+ assungemes, iaaIN' s. suataehty and use Of tiers Truss fix any Buteh'g is the resgttmsEaflay Of the S'Mat',:x,. the r s authOntrad agent or the, Stakefrg riles+�nee an the cdaata.xt aY Ere fRC, tide laC:. ilia SpGat iruPratirsg arotle anP,1 TO t The^ af45fiPYaf of the T[ib and any fha°h3 Ykae tl$ the TPU4R. 'rn(audae� P1dF's£Rirrg, sECfage usaCaaatiaon and txaau , arida 4e the Faa 3thdy of the th 4Carg Des9net and (;ortlado, Ali rales set W . the DO and etre Plem"s -no 9.40nes of Dul3ng Component Safety 440MIasOW (SCSh, pubhshed by T of and SSCA are retereneeo for ,tgCe+terat guada+tcas iPi Y deMaaa fra re aCaes and t3uYtaa of the Truss C?ax�yner. 7tzesfd Desert, Ereent er and'€rddas Manufaedesree, cafes othebose hearted by a COM act agreed aW, h "Autp by m padws am+fr et. The T ram C.esag 1 d0fh 8 t e NOT Che Ooft and d dobas f t TfuT System Eer, Truss ka arty Wading. AD caMakrO terns are be turned . 7Pi 4. Copyeugh2 2054 F^f6rfksik!-Ctrl [,rtglnrteetrCid. (,L^. ((hJy. RetxaeTuctfiut of S.h . daauts4e+¢d. to an hXm, is 9tahiikY 4 radtttetlUt mrrrtEett i "nfT16'r%%�M�u a, 4 Y dxsvmrsaanrt from F'ratTuRl�GteJ- i 7 Ca 5 2x4 €€ 2x4 ii 2x4 19 4 w �FpSPACING- e w _ LOADING (psis 2:0-0 CSf. DEFL. to (100)^ Well Up TCLL 30.0 Plate Grip DOL I' l5 TC 0.21 Vert(LL) n1a - n1a 999 TCDL 1&0 Lumber DOL IA5 BC 0,07 Veri(TL) We nla 999 BCLL 0,0 * Rep Stress Incr Yes WB 0.12 Horz(TL) -0,00 5 n1a nta BCDL 7.0 Code IRC2009ITP12007 i (Matrix) LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No,2 BS 2x4 SPF No.2 BUT CHORD OTHERS 2x4 SPF Nta,2 REACTIONS, All bearings 9-5-4.. (lb) - Max Horz 1=213(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6, 7 Max Grav All reactions 250 to or less at }olnt(s) 1, 5 except 6=298(LC 1), 7=508(LC 1 t ) FORCES,») -Max, Comp /Max, Ten. -All forces 250of lessexcwhen ept shown, VVEBS 3-6=-262194,24=4261124 We li t: 36 lb FT = 0% end Rigid g directly applied« 00o NOTES- 1) design, 2) Wkid: ASCE 0 0 ♦ i +♦ # ♦ enclosed; heights)� cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1,60 plate grip DOL=1,60 3) Plates checked for a plus or minus 5 degree rotation about As center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10,0 bat bottom chord live load nonconcurrent with any other live toads, « 1 t♦. ♦. ♦ ; ♦.. standard ANSIfTPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, gw July 7, 015 WARNING . Please tho aughly favors, the 'Y:usi¢amer$ Rehr ars %It FKnEYuikf Stamdafd T arae for IdanrxCacddaed fir 5ntxs° farm Venttlyt de n panooeters and read nates ate the Truss Des ra Dh1 1TD(:h and telae f eJ Ref efe,00 Sheet tredv 91-44J t use. sTnte ae oth stated crra Ctre TGCi, evs§g Marek csatstenss�e ptadm� stsaft ba used fpa dhaa'SC}t} to txa vaCitt. Asa lrcasti i csrgn Engarreer ire . Specsa4y EnginaetI, Chad seat on any TDD represents an eemint tea of the paotc,,hh g entpneA erg Mpansthnety for the detogn At the saa fe Truss dep tIted on the Too arty, under TM 1 The desOr+ assungemes, iaaIN' s. suataehty and use Of tiers Truss fix any Buteh'g is the resgttmsEaflay Of the S'Mat',:x,. the r s authOntrad agent or the, Stakefrg riles+�nee an the cdaata.xt aY Ere fRC, tide laC:. ilia SpGat iruPratirsg arotle anP,1 TO t The^ af45fiPYaf of the T[ib and any fha°h3 Ykae tl$ the TPU4R. 'rn(audae� P1dF's£Rirrg, sECfage usaCaaatiaon and txaau , arida 4e the Faa 3thdy of the th 4Carg Des9net and (;ortlado, Ali rales set W . the DO and etre Plem"s -no 9.40nes of Dul3ng Component Safety 440MIasOW (SCSh, pubhshed by T of and SSCA are retereneeo for ,tgCe+terat guada+tcas iPi Y deMaaa fra re aCaes and t3uYtaa of the Truss C?ax�yner. 7tzesfd Desert, Ereent er and'€rddas Manufaedesree, cafes othebose hearted by a COM act agreed aW, h "Autp by m padws am+fr et. The T ram C.esag 1 d0fh 8 t e NOT Che Ooft and d dobas f t TfuT System Eer, Truss ka arty Wading. AD caMakrO terns are be turned . 7Pi 4. Copyeugh2 2054 F^f6rfksik!-Ctrl [,rtglnrteetrCid. (,L^. ((hJy. RetxaeTuctfiut of S.h . daauts4e+¢d. to an hXm, is 9tahiikY 4 radtttetlUt mrrrtEett i "nfT16'r%%�M�u a, 4 Y dxsvmrsaanrt from F'ratTuRl�GteJ- i q 6,84 1-3-0 4,4 ;= LOADING (psft SPACING� 2-0-0 TCLL 30.0 Plate Grip DOL 115 TCOL 18,0 Lumber DOL 1,15 BCLL 0,0 Rep Stress Incir Yes BCDL 7,0 Code IRC2009fTP12007 2A ✓ 7 6 '2.4 11 2A it 2.4 if CSI, DEFL. in (toe) 11deft Ud TC 0A9 Vert(LL) rhe We 999 BC, 0,04 Veft(TL) n1a - nia 999 WB 0,06 Horz(TL) -0.00 5 We n/a (Matrix} LUMBER- BRACING - TOP CHORD 2x4 SPE No.2 TOP CHORD BOT CHC 2x4 SPF No,2 WEBS 2x4 SPF No,2 BOT CHORD OTHERS 2x4 SPF No,2 REACTIONS. All beatings 7-11-4, (lb) - Max Herz I =1 69(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 to or less at joint(s) 1, 5 except 6-260(LC 1), 7=450(LC 1) FORCES. (to) - Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, WEBS 2-7-399t120 Weight: 29 lb FT - 0% end verficals, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wtld� ASCE 7-05; 100mph; TCDL-10,8psf; BCDL=4.2psf,� h=15ft; B=45ft; L=24fL eave=4ft; Cat. 11; Exp C; enclosed; MMRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=l 60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center, 4) Gable requires continuous bottom chord bearing, 5) This truss has been desilIned for a 10O psf bottom chord live load nonconcurrent with any other live loads, ta fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. %")ezvt� 1F;:fVW1_1t ant f1dem-106T_ standard ANSVTPl 1, 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, WARNsW5 - Fetraw thmcaohly stores, the"Cusketters Actavn,"weent of FoeffoW slandsel Tem, for Mandarjumd ProdmW toren Venflodt" and read notes on tick: Trues atorar tref r, gafanusto (TO . Y= 11-14)beforese Unteacatemme Slahxfon the TM WIV We* 00INVedw Plates "I be wed for atliat A844 Tme MSVA Enwrons, (i e, the sea," or, any TOG repleserto an aceeptence 0 the pofessmal 013ho ox the desgn of the &wQ* Truss depicWd an the TDD only, under I'M I The desain as*eenrtne K *m taiot&ky arat use of1rus Truss for my Sookfing alho resporentsfN - ==Iazloff w1bormer, afaaMrx the Ettskang D net M the cantext of the iRC, the SC the focat Duikltrcg ony" iitsr apptouai of the TOD and a,o, lead use of the Truss, roductiQ htfodhwg� Stroarle, mstaltabon arst tsaasrg, %hap be. the,esporneu , the'S.4dasi Desairre, and Consactor'Alf Wes set out to the TOC} and ire wadlon and tiu,dehms of Svtdirei Ctenposer.t Sawa, Infoonabon (8C,13i) putaftsbed by TPI and SBCA we loterenotei for tfw,oral gdanoo TPI I defines the rnapaarsitwaEata a -d dW*s of the Thm Cassignet, Trots Desco Engineer and 1"U" Manufacturer, uroess othermse defined by a Caramel agreed urevtfn wares by alf Panties qw0latrot The Toros Dasgh EqWneer % NOT the BuRdvq Dewor*r or, truss Straiten Engewer Far any bwertg As, trapkarzed Wars are as darned to TPr I ProifuiloCe,l Engoneemnir LLC, fTsJ) Repoductien, Of to% 110cumant, er ally Rem, * proNhited wghmd aestee petoossee, forst feorrassD,j July 7,2015 ma 19 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 BPF No.2 VVEBS 2x4 SPF No,2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS. (Ib9size) 1=25216-5-4 (main, 0-5-8), 4=3216-5-4 (min, 0.1-8), 5-35516-5-4 (min. 0-1-8) Max Horz 9=125(LC 6) Maas Uphfl1t-99(LC 7), 4-51(LC 7), 5=-5(LC 4) Max Grav 1=252(LC 1), 4=36(LC 8), 5-355(LC 1) Weight. 21 Ib FT - 0% Rigidend verficals, calling directly applied or 10-0-0 oc bracing, NOTES - roof live loadshave been considered for this design, 2) Wnd� ASCE w to :#enclosed; exposedheights); cantilever left and right # vertical left and + «• 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0+ bottom chord live load# # # +:...#. ! # #.. + # i ..• + #".+ fit # + standardtil anoPk&Fz7V,z eren.0 ANSVTPI 1. 9) "Semi-rigid prichbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. July 7,2015 WARNSW, • theme thtxokoty review the "t;uatonen AdanowledgenvAt of ftfiudd Stanched Teoy% far Manufackured Products' toren Veeread mtes on the Twat, DeSy c Chaoan g jun) _... astd fYae ilr3 %iaaararrce 5l+eet t€ev 41 iA) bRaofe use taeaass vrdaexvorae slated on the TOD, only Malte, wrorareOW tAotes shWf be erred for this QT£t to th5 vatk! Fla a iaums [taacrgra Engirreaxr C� a.. Specva4y Etagmeexj, the seat an any IDD represents an a ,aeptabeh, of the WathaMxnat eugineavirg resp�exlaty Im the dea M of She srx to Tam deahAed ars Me Tina ordy, under TPI t The daa�gx assurnhhobs, Yoad t uandiiiem suKat`oMy and use of ate Tess foe any Oath" e, it* raspdbwbdM, of the iAurrsc, Me owns e's enryorved agent ca the 6vikang Dmyner, In the wate,d of the RC, the 6SC, the tt east thud et aayW a W i'P! 5. The approval at the TOO and any ?zeta use: of the Trust, 4ndWWQ handfing, sia`age, mala#aFet &Wtoaaret shag be the responstbaty a4 the fiu t ng DesoMe, and Cord an A# ruatSes set W in the TDI? wya the pracbm and geudasta s ¢f CauAdwrng GampaaneM Safety 1n1orreeati0n nfCtM pre mhed by I N and SOCA are rohnentedfor getaarW gWaom TPi € defanes dtaa r . rkxC48iras seal dutFas at She Truss Da ggm,'i go" nesrpn Ettgrnes? and Truss Marruf Maw untess raftatvsara deYtnat3 by a Conhazd agreed upper in ambret by Mi party ts,awoNed The Trow tieagn E ngmeer ag r0T the Szaadagg Das�,Sner or Ttwa System Ergmeex 2zY ro, any r WM9 All caretatmed terms aaa as dam in rwr 9. � dill�lRXNQW t Cc*pyr hi 2014 A€oBws!-Dr.! r+>§Sineeaer , LLC, (00)iia?pra#uctatr of this docexrnent, many form ry WohVed wAhaarx# carate+ pe nasb n bob, ProSatei, o 2x4 - 5 4 2X4 0 2x4 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Wall Ltd TOLL 30.0 Plate Grip DOL 1.95 TC 0.42 Vert(LL) We filo 999 TCDL 58.0 Lumber DOL 2,15 SC 0.09 Vert(TL) rata - nda 999 BOLL 0.0 " Rep stress Incr Yes WE 0.06 Nora(TL) -0.00 4 fila nda BCDL 7;0 Code iRC2009rrPI2007 � (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 BPF No.2 VVEBS 2x4 SPF No,2 BOT CHORD OTHERS 2x4 SPF No.2 REACTIONS. (Ib9size) 1=25216-5-4 (main, 0-5-8), 4=3216-5-4 (min, 0.1-8), 5-35516-5-4 (min. 0-1-8) Max Horz 9=125(LC 6) Maas Uphfl1t-99(LC 7), 4-51(LC 7), 5=-5(LC 4) Max Grav 1=252(LC 1), 4=36(LC 8), 5-355(LC 1) Weight. 21 Ib FT - 0% Rigidend verficals, calling directly applied or 10-0-0 oc bracing, NOTES - roof live loadshave been considered for this design, 2) Wnd� ASCE w to :#enclosed; exposedheights); cantilever left and right # vertical left and + «• 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0+ bottom chord live load# # # +:...#. ! # #.. + # i ..• + #".+ fit # + standardtil anoPk&Fz7V,z eren.0 ANSVTPI 1. 9) "Semi-rigid prichbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. July 7,2015 WARNSW, • theme thtxokoty review the "t;uatonen AdanowledgenvAt of ftfiudd Stanched Teoy% far Manufackured Products' toren Veeread mtes on the Twat, DeSy c Chaoan g jun) _... astd fYae ilr3 %iaaararrce 5l+eet t€ev 41 iA) bRaofe use taeaass vrdaexvorae slated on the TOD, only Malte, wrorareOW tAotes shWf be erred for this QT£t to th5 vatk! Fla a iaums [taacrgra Engirreaxr C� a.. Specva4y Etagmeexj, the seat an any IDD represents an a ,aeptabeh, of the WathaMxnat eugineavirg resp�exlaty Im the dea M of She srx to Tam deahAed ars Me Tina ordy, under TPI t The daa�gx assurnhhobs, Yoad t uandiiiem suKat`oMy and use of ate Tess foe any Oath" e, it* raspdbwbdM, of the iAurrsc, Me owns e's enryorved agent ca the 6vikang Dmyner, In the wate,d of the RC, the 6SC, the tt east thud et aayW a W i'P! 5. The approval at the TOO and any ?zeta use: of the Trust, 4ndWWQ handfing, sia`age, mala#aFet &Wtoaaret shag be the responstbaty a4 the fiu t ng DesoMe, and Cord an A# ruatSes set W in the TDI? wya the pracbm and geudasta s ¢f CauAdwrng GampaaneM Safety 1n1orreeati0n nfCtM pre mhed by I N and SOCA are rohnentedfor getaarW gWaom TPi € defanes dtaa r . rkxC48iras seal dutFas at She Truss Da ggm,'i go" nesrpn Ettgrnes? and Truss Marruf Maw untess raftatvsara deYtnat3 by a Conhazd agreed upper in ambret by Mi party ts,awoNed The Trow tieagn E ngmeer ag r0T the Szaadagg Das�,Sner or Ttwa System Ergmeex 2zY ro, any r WM9 All caretatmed terms aaa as dam in rwr 9. � dill�lRXNQW t Cc*pyr hi 2014 A€oBws!-Dr.! r+>§Sineeaer , LLC, (00)iia?pra#uctatr of this docexrnent, many form ry WohVed wAhaarx# carate+ pe nasb n bob, ProSatei, o 0 0)(0 5 W--4 ca iT-4 M 0 J!z u's aw u Co 0 a a odo W-- M 0-=,w a 80 10 0 Pgisdo. M,,RGLgm 0 &Mgjg?� 9.6 0 A wa q Fog 0"'; •-Rg , R- S, 0 0 P 9 a 0. a - N'-; k R6 9,5 68 aw qm-u. 0 @ -mv g, aF H q SO -qS ,ZSMZD c ala Izz 0 IrT CIR U. ajfg� cp:-, &!',g W� 110 —98 0-0- cc'g ' pswc , W, a @ G) "Int c -Z 3�*&� a aois 8 wc §."Own, , Rg 11'�, a M 10, 8 - 9 M a it val '�ag5o 6 (D 8, oz - Z -3- M74-ER-I'la-2. 5 5 s Oa is —5 we 3 5 5' rk Mp g OR 8 2 M '59 !: a Ra Cc f 11 as gwg& � - 8 0 M . ; . .4 9w :01 A a 9 k§ -8 v.16 a M 0 .5 C5-- > co w 0 Ni to ERS gcUag Sb kin. 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St - 1 4, S m w ca z s ap lag 5 '5, 'z 0 WRW a 0, c 0 '99 01 tr ea p. a us PH • I 0 • C oz • I +%� ..� � 1 ., a� w ox �C: ,ty two 70 a ENGINEERING L L C 63I1 Enterprise Lane MadisortWisconsin 53719 Re: QH_planlADfl MiTek 20/20 7.6 plan I Quail Hollow The Truss Design Drawing(s) (TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as "Structural Engineering Documents") provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to DO Engineering (DrJ) by Pro Build. These TDDs (also referred to at times as "Structural Delegated Engineering Documents") are specialty structural component designs and may be part of the project's deferred or phased submittals. As afruss Design Engineer (i.e., Specialty Engineer), the seal here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only, The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements, Please review all TDDs and all related notes, Pages or sheets covered by this seal: 19406290 thru 19406313 My license renewal date for the state of Colorado is October 31, 2015. Important Notice: Each TDD uses Metal Connector Plate (MCP) design values published by MCP manufacturers, Any referenced connectors use design values published by the connector manufacturer or the American Wood Council per the National Design Specification (NDS) for Wood Construction, The TDD further uses lumber design values published by the applicable lumber rules -writing agency as approved by the American Lumber Standards Committee, These are incorporated into lumber design provisions and equations created by the American Wood Council and input into modeling and analysis TDD software created and owned by the MCP manufacturers, The lumber design values correspond with the grade stamp identified by the Truss Manufacturer on the lumber prior to cross cutting. The lumber grading rules published by the rules -writing agency shall apply to the Owner, Building Designer and Contractor. All capitalized terms are as defined in ANSI/TPl 1, the National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1). 'OF 'OF March 3,2015 Ryan Dexter, P,E. The design assumptions, loading conditions, suitability and use of this set of Truss designs for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer, in the context of the IRC, the IBC, the local building code and TPI I.The approval of the TDD and any field use of the Truss, including handling, storage, installation and bracing, shall be the responsibility of the Building Designer and Contractor, All notes set out in the TDD and the practices and guidelines of Building Component Safety Information (BCSI) published by TPI and SBCA are referenced for general guidance. TPI I defines the responsibilities and duties of the Truss Designer, Truss Design Engineer and Truss Manufacturer, unless otherwise defined by a Contract agreed upon in writing by the parties involved. The Truss Design Engineer is NOT the Building Designer or Truss System Engineer for any Building. 0-30 1I _ 14 2 ion ideteren ioj 7.600 s sad 32014 MIT ID: PtAYuv_ FzJC45DpYriNzYjJ9-_ 3x4 2x6 = 4x6 rr 4X6 3x4 30 ",: 3116 FP 30 i. dstrses, dnc Mon Mar 02 1a 3017 2ais PagesW " lbhwkV7gC9iQgx dtnCPlgmlBTAeJ68bzeyp, 0-ke Scale 1:42.8 4x6 4x6 30 010 48 =-. 4x8 " 3aei0MT20HSFP = 346 ="= 40 =°- 4x8 = 4x6 3x6 = 3x6 -= 41-+14 12,68 99.0 i1 a? ..___. 9 LOADING (pst) SPACING- 2-0.0 CS1. DEFL,in (loci /!deli Lid PLATES GRIP TCLL 40,0 Plate Grip DOL 1.00 TC 8.19 Vert(LL) -0.44 23 >681 480 MT20 197/144 TCDL 100 Lumber DOL 188 Be 0 41 Vert(TL) -0,69 23 >436 360 MT20HS 148/108 BOLL 0 0 E Rep Stress Incr YES 0 14 #it rz(TL) 0.09 19 nta n/a BCDL 50 Cate IRC2012frPI2007 (Matrix) _...« ....«. . Weight 234 I4 F1 O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SPF 240OF 2.0E(flat) eyed verticals. BS 20 SPF No,2(flat) BOT CHORD Rigid calling directly applied or 10-0-0 sae bracing. REACTIONS. (lb/size) 28-1361/0°2.0 (min, 0-1-8), 19=136810-2-12 (min. 0.1-8) FORCES. (to) . Max. Comp,/Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2.3-•373710, 3-4--3737/0, 4-5=-6218/0, 5-6--622760, 6.7=-7752/0, 7-8=-776210, 8-9--82 1 710, 9-10--621710. 1 0-1 1--8 2 1 710, 11-1 --773210, 12-13«.7/32/0, 13-14=-618610,14-15=-6177/0,15-16-367610,16-17=-3676/0 BOT CHORD 27-28=012080, 26-27=8/5116, 25-26=0t7121, 24-25=018102, 23.24=016102, 22-23=0180135, 21-22-017091, 20-21=0/5065,19-20=0/2010 BS 17-19=-238310,2-28=-2435M, 17-20-0/2002,2.27-011991, 15-20=-167010, 4-27=-165710,15-21=0/1353,4-26=0/1341,13-21=-107510, 6-26=-1062/0,13-22--0/770, 6-25=01758,11-22--43710,8-25--421/0 NOTES - 1) 2) All plates are MT20 plates 3) All .,.tes are 2x4 MT2i unless otherwise indicated, mechanical4) Plates checked for a plus or minus 0 degree rotation about its centerr, 5) Provide connection#. others)of # bearing plate standard ANSVTPI 1, 7) "Semi-rigid pitchbreaks with fixed heelVivilember end fixity modelwas # in the analysis and design of 8) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbackstobe attached to waft at their outer ends or restrained by other means, 9) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection, Building designer to consider providing means to dampen possible floor vibration, LOAD CASE(S) Standard WORM wA NtN tsase Ce se seedy t v, 11w 'he "Cat.# `a Acunn*sso marc le Egon th et D my Te"MKTak 4eaatw Ale eli Prodxe wed fts t d pararteeAs Truss read eign axa Pes Texas special y vid (7I7 a¢xf the £irJ PeF4rettoe Sheet {rev, 1 t -t4} hetare use.63nkrss otheivytae statsd csa the 7Dt3 only AkaTek 9xu plates sda'a{t be armed Yar itAa tpCt to � vatcel. As a Trrtss DS Etxgrnecr {P ell specialty Fargtnaoe}. the leaf on any Too represents an meIiphpoet eat the piefessional aergsnee io respinsdxirly IN Phe design often single Truss depeAted on #te TDO carry, udder TPt t the deW assume/ms, Pd condition, sutabaitp and use at Ift Tnus for any tfuatduag as the t r � of the Goner, Sire is authorized agent or the SiaNi tg Ciesaghet, ei the context of the lRC, the MO, the Coma bisIO g wde �tPI 1 The apps ai of the TDD aid any tMW use. of the TtIo, d se handl Slid age, huasabon aril bractreg, shag be the P "SUAy 0 the Buad+es9 Nyxiiier Wei Cwtrastoe. Ail notes set old in the Too and the prrartltes x511 guxf N od 53ui astg C:CiE PoneM Safety In{crmatrlon (W,$Q ed by TM and 56CA we retemood for general teydance TPP x de' a the fmpomexgires and duties of the Tmn Des+gaaer. Tens #iewign S+rgitt 9 arnf 1-1uss 141-d I -10Y, untess Othetuas8 d0fi0ata by a Comaut aimed t gr w %rig by 0 partes# imoleed.. The Truax Dietagn Er9iiiiet ds NOT the Butding Divigoes of Time Symon Ertguseer for mny Wild" Alt capbtahxed Rimy we a- defines/ in TPe f. ra t t." atY t:e-S- --- --- ----- Pra6ual E'.ng"snee¢atg}, UC, pepl'cxPucfion of /less doCtA'ne§nP many furttr, ieetl wl4htxN wrttPera PennPSEkx trerm ProBUAa'Mi?rJ --. 1.3 " 9x3 I Us 2 14 11 14 11 30 3 4 5 1X3 ti 30 == 6X6 6 7 a elt 1223 Us = 3A = 3x4..":. 010 = 14 11 LOADING (psi) SPACING- 2-0-0 CSL 1 DEFL, in (loc) Well Ltd PLATES GRIP TOLL 400 Plate Grip DOL 1.00 i TC 0,34 Vert(LL) -0A0 10-11 >999 480 MT20 197/144 TCDL 10 0 Lumber DOL 1,00 SC 0,63 Vert(TL) 417 12-13 >857 360 BOLL 0 0 Rep Stress Incr YES WB 0,42 Horz(TL) 0,01 8 Tile n/a BCDL 5.0 Code IRC2012fTP12007 (matrix) Weight: 50 lb FT = O%F, O%E LUMBER -e. BRACING - TOP CHORD 2x4 SPF No,2(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4SPF No,2(flat) end verticals. WEBS 2x4 SPF No.2(flarl BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 13=680/0-3-0 (min, 0-1-8). 8-686/0-3-0 (min, 0-1-8) FORCES. (Ib) - Max. CompJMax. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=2036/0,3-4-2036/0,4-5=-2036/0,5-6=-1393f0, 6-7-139310,7-8=-139710 BOT CHORD 12-13=0/1382,11-12-0/2036,10-11-0/2005 WEBS 8-1 0=011 491, 2-13-148510, 2-12-01734, 5-10--663/0, 5-11-164/284 NOTES - 1) Unbalanced floor live loads have been considered for this design, 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1.1 and 8802.10,2 and referenced standard ANSVTPI 1. 4) "Semi-rigid pitchbreaks with fixed heats" Member end fixity model was used in the analysis and design of this truss, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.104 (0.131„ X 3) nails, Stroingbacks to be attached to walls at their outer ends or restrained by other means, 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard March 3,2015 WARrUNG - Please #WougWy W*, the "Custorim's Acknoodedgeonfift of PIOPMd Standard Terms W Manhhdwed Products" form VyKjtdftq;::ZMebA* and read nates on any TrM Deadn Danying ( TWJ 11-14k before use .mess oth"se stored on the TOD, only bt, unad fler tna )D to a AS a Truss Deagn Er4w"i r, a,, Spedafy Enofneimt the "at on Any Mo rapeurys an acceptame, of the Prefitiesional envelyenint lestionsd9hh, fix the desiry, of the stngh� Truss depicted on ft TOD onty, w4er TM I The detagn oes=kyns' toadmet conthhom S ft Trusa to, arty SuOdvq as the resparentAdy at, Oatter, the an a: ed agent or the quea De%rw aithe mnhedofthifiRC tWSC,rheeceb IQ Mae anal TPI I The L'y 0 the =11=111:11"et,01'and any real nee offt Truns, oaludriyr haodkQ, storage.engagabon and Naing, shag be theftpa�vw% , BUMM9 Desgiv, and Coftodor AM notin wt W a, the TOO and the P*Gftas And quefebeft otsuoteng candeonent $31dy infiorroation (SCSO pubyshad by TPt and SSCA we folentryted for general guittance I P1 I defines the reapvnparahtkaa and dbees of 1he fnies Designer. Tfuss Desoin Enguiew and TMS ma.4,dine" units othenumnidefined by a Contract agreed Who momiteig by ag padres ovoNed The Truss Design Engenterm NOT the Be" Desgreir a Truss System Enamor _qy Ry Any b0ifing An capdanzed form, we as defeat in TPI I CopyngiA 0 2014 Piotyinki-DO Eiripneinvig, LLC, i00thiswin � R.produoWn of s docunil, e, any firm is yeohdAed without —Man "im, team Poi8eAW-D'J EWVVaWNGz,,,c irrobuild, 7.600 s iota 3 2014 Mirtyk industries,. he Man Mar 02 12:311:19 21145 Page t ID:K Pu8Yuv_FzJC45DpYnNzYJ9-wQiO-?dXSLtrwXJ5Y5?_y2gOlCxlEa4ieyolDTzeyp2 0.1.8 _.SIS: -S1._ �.la'.._{ U«8 Stele, - 1:61.3 3TRONGSACt4S REQUIRED, SEE NOTE. 8, 400 ::_: 3x4 41 090 m=: 3x4 3xA -== Us 3x14 MT20HS FP 4x8 == 08 -- Us FP ==` 3x1 = 08 «- 4x11 ="= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 t9 19 20 21 22 23 Q'�,.-�=,-w a 40 39 3837 36 35 34 33 32 31 Std 29 28 27 26 25 24 3x6 = 3x6 Flu = 502 = 4x70 n-, 3x4 =rW a"' 3x11 FP ='-. 2X6 H 54 =4x6 = 4$ = 4x8 == 4x11 .=. 3x1Q r.:: 4X6 :.'.r 3x4 -:::: SX6 ?t 3x4 12�taxn i.S-�i-R i 42 cr'v LOADING (psh SPACING- 2.0-0 CSI. DEFLn in (toe) Well Ltd PLATES GRIP TOLL 40.12 Plata Grip L 9.00 TC 0.55 Vert(LL) -0.40 28.29 >670 480 MT20 1971144 TCDL 10,12 Lumber DOL 1.00BC 0.57 Vert(TL) _0.61 28-29 >441 360 MT20HS 1481108 BCLL 0 0 Rep Stress icer YES WB 0,50 Horz(TL) 0,04 24 n1a n/a BCDL 5.0 Code 1RC2012frP12007 (Matrix) Welqft 163 ib FT 0%F O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2,0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins, except BOT CHORD 2x4 SPF 240OF 2,0E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6- oc bracing. REACTIONS, (Lb/size) 40=34310-S-8 (shin. 0-1-8), 24=103410-5-6 (min, 0-1-8), 35=248310-4-0 (min. 0-1-8) Max Up9i3R40x-918(LC 4) Max Grav40=555(LC 3), 24=1058(LC 4), 35-2463(LC 1) FORCES. (lb) - Max. Comp,/Max. Ten. - All tomes 250 (lb) or less except when shown. TOP CHORD 2«3=.1439/879, 3-4=-1439/879, 4-5=-1927/1583, 5-6--1 12711583, 6-7=0/4166, 7-88=014166, 8-9-014166, 9-10-531748, 10-11= 53/748, 19-12-275010, 12-13=-2762/0, 13-14--483770, 14-16--4837/0, 15-16--512510, 16-17=-5125/0, 17-1 8=-512510, 18-1J=-4307/0,19-20=-4298/0, 20-21=-2738/0, 21-22=-2738/0 BOT CHORD 39-40=-386/1073,38-39=-158311127,37-38=-158311127, 36-37=-1583+1127, 35-36=-261 3, 34-35--214610, 3-34=-196/1517, 32-33-«116/1517, 1-32=0/3899, 30-31 =0/389% 29-30-0/4837, 28-29-0/4837, 27-28=0/4829, 26-27=014830, 25-26=013648, 24.25=011532 WEBS 8-35--262/0, 2-40--9152/418, 6-35--2356/0, 2-39=-5341397, 6-36-0/1761, 3-39-m305/0, 5-36--444/0,4-39=0/1083,4-37--312/0,22-24=-181610, 9-35=242210,22-25=011449, 9-34=012 1 26, 20-25--1094/0, 11-34=-1781/0, 20-26-01790, 11-32.0/1510, 18-26--622/0, 13-3=-137310, 18-28=0{351, 13-30=0/1327, 14-30--292/0. 15-28=-278/795, 15-29=-461123 NOTES - 1) 2) All plates are MT20 plates unless otherwise indicated. 3) All plates y { Plates "R for a plus or minus 0 degree i i about 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 40, standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks with fixed heeW'Menrber end fixity model was used in the analysis and design of this truss. attached to watts at their outer endsor other 9) CAUTION, R not erect truss backwards, LOAD CASE(S) Standard i wAt{na¢rvt» « r�traae /nor airy rev¢ew the'X:uTf rs Acxty gemesstl of wroEknkt SWnr3ar4 f erazrs Sar d6anufarxured Prod "farm venty demur, pwarmders and rand note$ on khts Taus Dessfn Draerm (Too) ora( the DrJ Reteveme Srhret {rev 91.14} boforr. useUnless ettaeru se ataied m the Too only Wok o nneador plates strati be used tortes TWO be vatcei. Am a i`rE,�'S Cteax7n E¢t�namx {t e SPce+attY Etv aced}. the seat on arry TOO reataresents an acceptance of the protessmat exutneene tf raspom0 ty for the design of the strafe Tees derided on the 10D ants ureter TPI t t'hc+d assumptsotva. !iodicg tiorvs.. skuafxidy and use o9 this Truss tit any 6uddcaa is the responsitel ty of the r the OuTet's acuthanxed agent or the Suritltng Des neo M the carsext of the IRC, the ISC,. the Weal bWcfi? g oode axM'C`: Truss truss TypeI Oty Tply pian t Oeed t#o4owrr ApF1 81 ftQOf p¢$ 1 *40 6293 -— A...___.Jc b t2etere {�pf cns, .._._... _..__ ._. 60 _____.a. .__ e_... 7.600 s a3ct 3 2071 N6t7ek Industries, Inc tier Mar 0212:30:2fl 2015 Paget �_� tD.KWj6Pu8Yuv_FzJC45DpYfiNzY}J9.OcemCteZDftiXhu UGNDbc#Uz4VWscYriwzeypt Scale - 1.35,7 30 H 2x4 IB 090 20 H 3x6 .: 2x4 if 3x4 �'« 3x6 FP ==: 34 2x1 11 010 :: 3x4 It 8x73 = 6x10 ro 3x6 FP - 5x6 It 2x6 it 6x6 = 3x8 FP ..` 600 = tire = _ N! _Off4f is y)__ 1 E _�tki _ � 4 .�1,.[Q. LOADING (psf) SPACING- 0-0 � . .. GSt, DBFL _....„ in (toe) Udefl� L/d _ �Pt.,4,iE5CaR#P.: TCLL 44,0 Plate Grip DOL 1.00 TC 0,44 MM Vert(LL) 436 16-17 X670 480 _w MT20 1971144 TCDL 14.0 Lumber DOL 1.00 BC 4.41 Vert(TL) 457 16.17 >430 364 BCLL 0,0 Rep Stress Incr YES VVB 0,29 Horz(TL) 0 05 13 n/a n/a BCDL 5.0 Code IRC2012fTP12007 (Matrix) Wpigft 191 to FT = 0S6F O%E LUMBER- BRACING TOP CHORD 2x4 SPF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 SPF 240OF 2.OE(flat) end verticals. BS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.. (Ib/size) 21=1121/0-" (min. 0-1-8), 93-1121/0-3.4 (min. 0-1-8) FORCES, (to) - Max, Comp./Max. 'Ten. All forces 250 (to) or less except when shown. TOP CHORD -3=-3730/0, 3-4=-3746/0,4-5=-568110, 5.6-5681/0,6-7=-560310, 7-8-5603/0, 8-9-5603/0,9- 10=-3762/0, 10.11=_3745/0 BOT CHORD 20.21=0/2183, 19-20=014956, 18-19=0/4956, 17-18=015681. 16-17-0/5681, 15-16µ0l4932, 14-15=0/4932,13-14=012192 BS 11-13--241310, 2-21 --2404/0, 11-14-011734, 2-20=0/1 726, 9-14=-128610,4-20=-1 32910, 9-16=0(743, 4-18=011037, 6.16=-6561407, 6-17=-2341140 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 11 and 8802.10.2 and referenced standard ANSBiTPI 1. 4)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X ") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, AOWARNING - Piano thoracrghsy teniae the "Cusaonrar's Ackno ..men# of i'eoty to ind Term for Marwhy Products" fomt Verity dusegn paramerters and . nodes on that Trusx Ct n D am V JDC L and the P}rJ Refete Sher# trey / 1 14p dafore uau. unless oEhtYrawau sSaked on the Tptt, tatty Way core eedor plates shalt be used for tires TOO to be sated As a Truss Design Engineer h e_ Spealalty EittimerI,,. the anal an any TDD represents an eaooerkenee od this proPeswonal erx3tneenrog histerniubdify far the design of the asst, Truss deproted he Hae TDD €laaty, urafie TR f. The design assumptions, reading con"Vvns, surtale ity and use of file inner for any Suddeig is the mannerless of She Owner, Hie O ew authorized agent or her eurx{#ag Iesxlnec, m the asrgext of this IRC, the iSC, the. karat Code ares TPI 1 The approva3 of the TDD and any said use of the Truss, inci€xfant; handiustisG1r , enatatla3;on and bi enrist shag be the hispalrasi {Ry o She i3usk4ng tTsrsgner and Centra s. A4 nates set out in the TDO and the Practices and thri des#nes of EW04 tg cc aepnarent Safety CneneatYsat (BCSI putif shed by 1 Pi and SECA ve ratetearced for geoutne gradance T€^! S defives the responsitainsfis and dugs of the mass Dersew Truss Design Engineer artd Truss hianut fcfiww, unless oust mise donned by a Crescent a9teart risen on Warns by i0i p arhair fr3uoNed.. The Trina Design Engineer is NOT the 8u4deng Dessynef pr Truss system, Engines' for any burkeng. Ap corpilyfieved to rr ee are as defined in TP f i. Coperight 0 2014 PurStntrl-Ce,i Engur eine, LLC, {Cud}, Reproduction of this doeirttent, in any Cann, a prefutfiged whom aeaaPen perrerwee, from Pinflud-CN,i Scale - 3:3.5.9 2x4 9l 2x4 It 400 ::;=: 2x4 ii 316 -. 2x4 II 30 3x8 Fin= M -- 2x4 li Alto 2x4 �"- 6x8 = 6xip = 3X6 FP = 6x6 = 6X6 , .: 3x6 FP = 600 = See = LOADING (psf) SPACING- 2-0-0 1 CSP. DEFL. in (loc) tldefl Ud PLATES GRIP TOLL 40,0 Plate Grip DOL 1,00 TC 0,39 VerhLL) -0,36 16.17 >680 480 MT20 9371144 TCDL 10.0 Lumber DOL 9.00 8C 0.35 Vert(TL) -0,5716.17 >433 360 BELL 0.0 Rep Stress Ince `TES 0.25 Horz(TL) 0.05 13 rata Old BCDL 5,0 Cade 1RC20121TPP2007 (Matrix) fight: 112 Ib FT - O%F„ O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 2400E 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins„ except BOT CHORD 2x4 SPF 240OF 2,0E(flah end verticals. WEBS 2x4 SPF No,2(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 20=1130/0-" (min, 0-1-8),13=112405-4 (min. 0-1.8) FORCES. (lb) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-378210,3-4=-379810,4-5-5666/0,5-6--5666/0,6-7=-5670/0,7.8= 667010, 8-9-.567010, 9-10=-380010, 10-11--378310 BOT CHORD 19-20=0/2212, 1 8-1 9=0149 94, 17.1 8=014 9 94, 96.17=0}5884, 15-16=0/4932, 1 4-1 5=014992, 13-14 -012209 BS 11-13=-2427/0, 2- 0=-2435/0, 11-14-0/1756, 2-19--011752, 9-14--131010, 4-19=-131410, 9-1 6=0175 1, 4-17=0/744 NOTES - 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) This truss is designed in accordance with the 2012 international Residential Code sections 8502.11.1 and (1802.10.2 and referenced standard ANSIfrPi 1. 3) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131," X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard March 3,2015 ata the VlJ Rarerethi e Sheet. des. 11-14j trtfutar use, illness othelay&e Voted on ties TOO, onty Wellconnectnf planta shat! be rrsed tar this motif ne xtnef Asa Trus Design E.rtg neer tr e..„ 5pecw1y Enyicnave , the seal an any TOD raekeessrits ora ; a e* of the gxotewd" egpneenng, r nemmy la, the n afiRht srrtgft reteas deptcYad on Urt TUCb o,`'ty. uaxtier Tel 1 fFne alcsugar urns. la3aekrrg cerwiiSbcts. sueai5a>iy arxf uta of this ?res Far any Berddsrg is Phrt Its btdy of thfr Cwrec the ownees aurcorzzdtc nt m the Oeruing flet ner, in the ext Of the TRC fee IBC, the tacal Wl tng Wde ar�q Ff*l r 'rht oval of the 71X7 and any We use, a the Truss, evaudwe; hatattee� storegc stslaeabon and broang shat be the responsiblify % the SuArfing ner ani CaMr tor.. AO note% set out in the TOO a of the pxactktes ant/ geatttrElrats of f3uik#mg CamfxxnerN Satiety inflxmatdurr gBCSPi puofiisfsed try TP9 aeM SBC:A art rettrer cid kdt gA+tteraF gvutanr TP I t defines the r rbldws Ad Was s of the Truss finer, Tom Caen + Freer anti Truss Manufactures, urnm cehanavae defined by a Corn ed agreed upon tr ftnei by aN PaRaas Involved Time truss Design Engineer is NOT the 6ultFmg Deslgnet xx Tr4,ss Sys€em En roes for any buigre; At c.:aptedezed terms are as defir ed sl TPI I Tae ( Ctapyrkgha 0 2014 F108e0,1-orJ ErygtraexdxV, LLC, Rspaxxttxtian of moa aeeu:neni +h any ter„ is profaytttd wuna:t emcee, perntasem from proaat{cs rare a1,c- City Ply plan i Quail 1ivP7ow 19406296 ------------ — -------- 1 7, if tact 9 2012014 rrok Industries, for, Mom Mar 02 17.35222 2015 Page S ICA: PuSYuv,_FzJC45DpYn xYjJ9-L?m fpIG70n?2fDD h2hSWJQ'?cRvSCKwlyetaxeyp'? D-t=B Scale -. 0...55.6 U6 FP w 3x4.. ;= 3x6 Fro = 08 -"`-• 3x4 it 010 - Us '- 3x4 = 3x4 =_, 4x6 ='' 3x4 13 29 28 27 26 25 24 23 22 21 20 19 3x6 30 =-. 4.x6 34 FP =WO '= 5x/2 :;.'. 3x10 3x6 = 010 3x6 == 3x36 MT20HS FP •= LOADING (pso SPACING- 2-0-0 SCSI. REFS., in (loc) I/deft Lid PLATS RIP TCL L 413.0 Plate Grip DOL 1,00 TC 0.61 Vrt(LL) -0.32 22-23 >756 480 MT20 9971144 TCDL 10.0 Lumber DOL 9.00 BC 0.43 Vert(TL) -0.49 22-23 >493 360 MT20HS 1461108 8CLL 0.0 Rep Stress Incr YES WB 0,58 Hora(TL) 0.06 19 n/a nla BCD/. 5,0 Cade IRC2012 TP12007 (Matrix) Weight 123 to FT - O%F O%E LUMBER. BRACING - TOP CHORD 2x4 SPF 240OF 2,0E(flat) TOP CHORD Structural woad sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SPF 2400E 2.0E(ftat) end verticals, BS 2x4 SPF No,2(fiat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (!b/size) 29=41210.5-8 (miry, 0-1-8),25=2174/0-4-0 (min. 0-1-8),19=969/0-3-4 (min. 0-1-8) Max Upfift29=-35(LC 4) Max Crav29=561(LC 3), 25=2174(LC 1), 19=991(LC 7) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3=13531707.3-4-1353t707,4-5-1 3531707, 5-6=-1353/707„ 6-7012930, 7-8=0/2928, 8-9=-1690/0,9-10=-169010,10-11--3844/0,11-12--3844/0, 12-13--4265f0, 13-14=-428510,14-15=-428510,15-16-3090/0,16-17--309010 BOT CHORD 26-29=-18711064, 27-28=-707/1353,26-27=-16261423,25-26-16261423, 24-25=-638/0, 23-24=012978,22-23=014191, 21-22=013893,20-21=013693.19-20=011806 BS 7-25--29210, 2-29=-11641202, 6-25-.197610, 2-28--5631291.6-27.011557, 4-27=-46110, 17 -19=-201110,6-25=.2545/0,17.20=011438,8-24=012071,15.20=-90010, 10-24=-1513/0,15-22=01439,10-23-011041,12-23=-471/0 UnbalancedNOTES- floor live loads have been considered for this design, 2) All plates are MT20 plates unless otherwise indicated, 3) Alf plates are 20 MT20 unless otherwise indicated, 4) Plates checked for a plus or minus 0 degree rotation about its center. Provide mechanical connection(by others) of truss to beating plate capable Y W a 35 to uplift joint Nr f be attached to walls at their outer endsor Y Yi y other means. S) CAUTION, D• not erect truss backwards, LOAD CASE(S) Standard March 3,2015 WARN#Rdi3 - Pteeaz thtaraughdy review the "Cushamer a Aubro mcr+t dr Ato6wid Starsdartl re""" far Ala etR PravisxW fcarrn VexiN Ges�gsa paeamtHewa and read notal on than Tnass n ika ( 7110.) and Rhe r.it'J Reference Sheet (rev. 11-M) tx?rore uaae.0 0th stated can fhr 7GKJ, only War co reedit, Oates $'trail ke used hw thts Tr50 tar be azar. Aa a Tress Engineer ¢rte Specea•Ry, Engane silt the seal on arty TOO represents an acceptance of the professional enlyneersng respwra#n{tty for the news, of the writhe 5'ness derided on the TDD only, under TAI #. The design whannowns,bodies conga runs, suil000 ty and use of to* Trus for any Buildoer is the esponstolty of the r. fhe t,s atstttorazed agen or the r3uatttrui Desrgner, wt the ccuNax& of the. IRC the)SC, the foal hisfaing node and T'Pt 9 The Rppttwal of the TDO and any feW use of the Truro, mduyin g ha . staraage.. asisRaNaieon and draurstg, spas km the resporvsdtxti[y tl the auss9arsg bola f and C iafsactor AW motes setnor m €he TDO and the wa"ects and g inrs or F3adtlmg C"Parent safely inforanahon G9CSfl puta fished by TIN and SSCA ate zeferented to, genevat g¢fi3ance I'M I delines the respoesealses and domes of the Truro Designer, Truax Oerstgn Enganee anti Tsusre tAOnufacturer, uniaefs attahrwfsa defined by a Cord ld agreed upan b vituig fly aR paloye lianthied T1ae Truss Ofisxtn rngrivet s NO t the Suiel" Desighotr or Taus System Eryp'oer E to, any beyond Art eapdalued teals are as detined m TAI 1 {AV" i R. £"opyerghf i4 Proauskf CJ J EngCaeenorp t! C. 6r,fr Repradudlon of Ous scourfato in any Corm is payi,bded v ratmut vmmen perm woo from P'08wid EW M City Ply plan I Quad H060a, e 1944 T600 S Clet 3 2014 Way Industries, Inc Mon Mat 02 12.30:23 2015 Page I ID:KW6Pu8Yuv—FZJC45DpYnNzYij9-pBKvqMgRWaFH09dsnx4w6u?kf qlzAPfLYamVWFz.eyp F -1-1--.1--f-12-4, Ix3 11 IX3 34 10 1I 1X3 H 3A 6X6 2 3 4 30 5 6 7 LOADING (psf) SPACING. 2-0-0 CSL DEFL in (roc) I/deft Ud TCLL 410 Plate Sup DOL 1.00 TC (r37 Vert(LL) -0.13 11-12 >999 480 TCDL 10:0 Lumber DOL 1.00 IC 1:,12 Vert(TL) -025 11-12 >575 360 BCLL 0.0 Rep Stress Incr YES WS 0"0 Horz(TL) 0.02 7 n/a tills BCDL 50 Code IRC2012(TP12007 (matrix) - - — ------- Weight: 47 lb FT = O%F, OOAE LUMBER- BRACING - TOP CHORD 2x4 SPF No,2(flat) TOP CHORD Structural wood sheathing directly applied or 6-" no purlins, except BOT CHORD 2x4SPF No,2(fIat) end verticals. WESS 2x4 SPF No,2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Ste bracing, REACTIONS. (lb/size) 12=64710-3-0 (min. 0-1-8), 7=65310-3-0 (min. 0-1-8) FORCES, (ib) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-186910,3-4=-1859/0,4-5=-1309/0,5-6-130910,6-7--131310 BOT CHORD 11-12=011300,10-11=011859,9-10=0/1859 WEBS 7-9=011401.2-12=-139710,5-9-278/0,2-11=01685,4-9=-704/0 NOTES - 1) Unbalanced floor live loads have been considered for this design 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss is designed in accordance with the 2012 International Residential Code sections R502d R802,10,2 and referenced standard ANSVTPI 1. 4) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 5) Recommend 2x6 stronglificks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X T') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ii) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in, 7) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard A WARNWO - Renee lhMXqhhy teniew the "Custonafr$ A01nal6odpIft1h of PtOBUM Standard Tentvt for Manufachoed Paoducts'form Vertf design pammetem and mad times on this Tam Desqn the cut V* wd [xJ Rekwreme Sheet ( 11,14) tateme use,Utiess othOWse stated on the TDD, only Mrrok �nedor Pates "I be used W thm 100 to be valid AsaTnmDes4nEr0neefee,SpecofKy1 ll the seal on any TDD reptsents an acceptance of the prolemaal entilmenngnewpoAdefty to, the =A of the stntik, Tw%—*WAed on the TOD only, underTPf I The, dnW leadno Cononfons, suftWAy and use of thm Treat So anySuOdkV a the esponsiuldy of the Omier, theDarers authofiz agent co the Buikehll Desiner, m the othtext of the IRC. the IBC. the focal hd ofdOrme and TR I The approval of the TOCK and any field use of the Tnxts, indudiN twxWqii, sto", kotagatler, and braong, %hM be the responsiblAy o The Bulk Designer and Contraoto, AR notes W W m the TDO ad the Practices ami =010% Of {BC Sit CQnjp� �rd y M Sit pulthhedby lPland SOCA are rehefenmd for genenequelance TnTss M "i 0 oZnnSTmatfon ( D&SW E defoed by a Coterao agreed Wonm wftng by ad padlesmaNed The T,.%% Design Engineer m NOT the Buddha Descoat or Tws% System Enii—of W any butilhog AJ§ cardWqed Vnete we as defined m TPI I Copytght 0 2014 Pn,8uiW[XJ Engnewmg. LLC. ne,)A Ropoduction of thm doctnfwAr in any nxm, m proftdw welowak rotten Mnueskn from Po:8.k1,DrJ zzv MAMMM L, c Truss tress, Cype �t2ty Ply Lob an 1 Quafl Hokso -ANTADF4 C3 Ftex+t 1 1 -_ _ Refs ei Ce (4pCf2rigi afr9d. ....,,.a._-,.._-__..._._..__..�<.... - 75Md�s fAc132Q94-AAM7ak imiusSres<frtc Anon Mar s21.3{3:2a 2G I€7. 6Pusvuv FzJC45DpYnNxrla9-pBKvgMgRWaFNC7sdsnx4 '?jSgl RHI al -e 2x4 it 2.x4 ". 30 2x4 11 2x4 11 axe -` Us Tie ` 354 3l 3x4 :. 3x4 =. 1 2 3 4 5 e 7 a n US = 3zA ::... 3x4 a. US FP .z gals = 20 ii 2x4 kf Us = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loin Ude Ud PL ATE GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0,46 Veri(LL) -0,15 17.18 >973 480 T2s 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.28 17-18 >518 360 BCLL 0.'6 Rep Stress Incr YES WB 0128 Hora(TL) 0 03 11 n/a n/a BCDL 5,0 Cade IRC20121TP12007 (Matrix) Weight 68 Ib FT = O%F OOAE LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. BS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Iblslze) 18=61910-5-8 (men, 0-1-8), 11=232/Mechanical, 14=110010.4-0 (min. 0-1-8) Max Upllftll=-2(LC 3) Max Grav18=626(LC 10), 11 -312(-C 7),14=1 100(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten, -Ali forces 250 (to) or less except when shown, TOP CHORD 2-3--173410, 3-4=-173410,4-5=-173410,5-6-20/560,6-7=-20/560,7-8=-23/556, 8-9=-4427144 BOTCHORD 17-18=0!1247, 16-17=011!34, 15.16=011025, 14-15=0/1025, 13-14=-144/442, 12-13=.1441442, 11-12-.144/442 BS 2-18=-1340/0, 5-14-1486/0, 2-17-01547, 5-16=0/835, 4-16--268%0, 9-31=-476/155, 8-14=-751/0 NOTES- 1) standard2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 Hit uplift at joint 11, 5) This truss is designed in accordance with the 2012 international Residential Code sections R502,1 1A and R802,10,2 and referenced attached6) "Semi-rigid pftchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d y,0,131" X 3"� nails, StronlLb-acks tif be to walls at their outer ends or restrained by other 8) CAUTION, Do not erect truss backwards, LOAD CASES) Standard 293 i March 3,2015 mmmmmwmnkmm WARNING, Pie this oo h➢y PRVN:ty the "Y;uatorner`a Actin reent of P o..' Standattes Term f s starsdNoured Products" form Vervfiv � n p,tBrnMera and Teats nca'ea on this Truax Osage tTrwavot (TDDS arxf tine OrJ Reterenca Sheet (rev. t 144) before vae.I,Pnke otharvvese stated on the TDO, Tacky MiTek corxasr„dcx pit es ehaR fine for they $DST id tae 1-I Aa a Taves Design Ers neer ii e , Spe xxy Engove", 4he seat on any Too represents an accefeance of lire rworessaanai eegeneenrag lesporaAafty, fee She de ssgre of the skies, fees digested on the TCM, oNy, under TPi i The design asttumfkaarre swmlatirrns. suetWity arx4 use of leas T hays ter any Su o the cesponsitelay of the e, the Cexmer`s authah2ed agsnt ar the £3uakisx:g De ere o, 01 itre context sat the IRC the POC, the tocW buiNeAt oade are;/ 4lai ! sThe ora aptuova9 of the TCW/ teed any bead use of the Tdeis. s eaucteeg hareyng, storage, ksata#shon arra bracing shah be tura res(x>n�. 4y orthe ContraisAts As nates set rut rn the TOO aka? 0a, timytirms and glade wes of fewidesg Co rponanc Safety Information!BCSII paxatished by Tot and SOCA we referenced roe gsteunrat yvM , TPI Y defines Ths resfxirretivkises and /slid, of the Truss Oesignef, Tru%, , Resign E rvnees arel Tneis 8.9anaaraceAer, uhroff, othemae, dieined by a Corehel agrees/ upon in amring by 34 pans:, moNed The TIM Design E:nvireer is NOT the BuOir,g Dessinar tx Toss SpItne Etcmer As any Caaew"ot Air caretaitted Corms arc as defimed fen T Pi t %TM' t`.t.i. ClapyryiM 0 2014 wro6uaki-CNJ kng6ra,.erug is.G, (Da-) Rarwaxfucik+n W,ri, docurnmva, in any ,Seen nn PYtahaPRled w,ehauY waxlan pex'massten frarvr wrof3tst7d<CPrJ. 0-3-0 2.4 Us 4X8 1 2 Special Special Special speciat stafroad 2A l4 Sag 2x4 H 3A = Special 2X4 11 US Ffs =34 = 2114 11 4x8 3 21 4 5 6 22 23 7 24 8 2 10 11 Sea. 1:34A 300 = WO = 3xlOMT20HSFP = 34 = 3x10 = 400 = 3X6 = LUMBER- BRACING - TOP CHORD 2x4 SPF 2400F 2.0E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 240OF 2,OE(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 13=1909/0-3-8 (min. 19=1735/0-3-8 (min, 0-1-8) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown, TOP CHORD 12-13-383/0, 2-3--62OD/0, 3-21 =-6200/0, 4-21-620010, 4-5-90010, 5-6--945010, 6-22=-923010, 22-23-923010, 7-23-9230/0,7-24--923010,8-24=-9230t0, 8-9-9230/0,9-10=-S58710, 10.11=-5"567!0 BOTCHORD 18 -19=0/3423,17 -18-0/8426,16-17=018426,15-16-0/9724,14-15-0/7622,13-14=013073 WEBS 11-13---342310,2-19=-377910,11-14=0/2816,2-18-013111,9-14=-227910,4.18=-2493/0, 9-15=011802,4-16=0/1148, 7-15=-529/0,5-16=-293/0, 6-15=-5500, 6-16=-334/33 NOTES - 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502. 11, 1 and R802, I O 2 and referenced standard ANSJrrPI 1, 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2x6 strongbacks, on a, s"_ced at 10-0-0 oc and fastened to each truss with 3-10d f0131" X 3") nails, Stranotiac kat be attached to wafts at their outer ends or restrained by other means. an S or other con I 66001. plipilli Not LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase -1.00, Plate mcrease=1.00 Uniform Loads (pit) Vert 13-19=-10, 1-12-100 Concentrated Loads (lb) Vert: 12-294 4=-200(F) 5=-200(F)21=-196(F)22=-200(F)23--169(F)24--169(F) March 3,2015 YVARNM - Franc VrWoWlay 1*VWw the -CuldoeUrt's Acknouredtforeffli of PbrSoAd fbandaro Tenn" for Manufactured Producisr' germ Verify deseln psharreales and head noses on thele Truss = Owaymoi ftoo) 01'4 the DO Relonerfro Sheol (rev 11,114) before use Untess otrens", stated on the TDD, oNy Wee counedor bales shag be used frr-INs CrDtobesahol thrEyher see,), her seal on any TDChilefftents an acceptance of the pyrossionat Nelan"drV restarreebRy tax the d of the soaft Truss depicted on the TDD she, inose TPI I The desair, assurreAnsm bad" wrefeRns SUAabibly Was Use Ores True$ for any Snaklahl m the responlata oly of the ownh, the Oysters authorized folosto a, the Butwu0m7w M the maseA d the rkC, the 18C, the Sonat WIteng node and TPI I The approval of Me Too and any fund use of the Truss. tachudkV herding, stattate, m1affabon and Ittaulog, shag be ft respons, y o the 8.u4#us; Desqhe and Contran1or Alt notes W she is the Too and the of sued" Con,prasent Safety Infornuaron (BCSI) putbashed by TIN and SBCA we references for thersoat qualance TPI I defifts, the and "is$ of the Truss Dorrigheu Thpay, =4=11=cs Manufacture,, horned by a ConfFactalreed upon so Writes by .9 parties webbed The Truss Desel. Eressnes, a NOT the Ba4drot Dessener or Truss qysurn Entanee, he any trualeltrat AR cep laturad terms are as dotmed a, TF4 I hron W sets sarcunuah� in shy here, ar proluseed nuernot yoden perrhosseen oner preeon.rej CopurrylbA 0 2014 PFORrord DQ Enguseearg, LLC (Drb Rathuse, SWINUMNezic LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (lac) Ildeft Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0,43 Vert(LL) -0,36 15-16 >678 480 MT20 1971144 TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0,56 15-16 5431 360 MT20HS 1481108 BOLL 0 0 Rep Stress lacr NO WS 0,44 Horz(n) 0.06 13 n/a n/a SCOL 5,0 Code IRC2012fTP12007 (Matrix) Weight: 161 in FT - 0%1`, O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 2400F 2.0E(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 240OF 2,OE(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS. (lb/size) 13=1909/0-3-8 (min. 19=1735/0-3-8 (min, 0-1-8) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown, TOP CHORD 12-13-383/0, 2-3--62OD/0, 3-21 =-6200/0, 4-21-620010, 4-5-90010, 5-6--945010, 6-22=-923010, 22-23-923010, 7-23-9230/0,7-24--923010,8-24=-9230t0, 8-9-9230/0,9-10=-S58710, 10.11=-5"567!0 BOTCHORD 18 -19=0/3423,17 -18-0/8426,16-17=018426,15-16-0/9724,14-15-0/7622,13-14=013073 WEBS 11-13---342310,2-19=-377910,11-14=0/2816,2-18-013111,9-14=-227910,4.18=-2493/0, 9-15=011802,4-16=0/1148, 7-15=-529/0,5-16=-293/0, 6-15=-5500, 6-16=-334/33 NOTES - 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502. 11, 1 and R802, I O 2 and referenced standard ANSJrrPI 1, 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2x6 strongbacks, on a, s"_ced at 10-0-0 oc and fastened to each truss with 3-10d f0131" X 3") nails, Stranotiac kat be attached to wafts at their outer ends or restrained by other means. an S or other con I 66001. plipilli Not LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase -1.00, Plate mcrease=1.00 Uniform Loads (pit) Vert 13-19=-10, 1-12-100 Concentrated Loads (lb) Vert: 12-294 4=-200(F) 5=-200(F)21=-196(F)22=-200(F)23--169(F)24--169(F) March 3,2015 YVARNM - Franc VrWoWlay 1*VWw the -CuldoeUrt's Acknouredtforeffli of PbrSoAd fbandaro Tenn" for Manufactured Producisr' germ Verify deseln psharreales and head noses on thele Truss = Owaymoi ftoo) 01'4 the DO Relonerfro Sheol (rev 11,114) before use Untess otrens", stated on the TDD, oNy Wee counedor bales shag be used frr-INs CrDtobesahol thrEyher see,), her seal on any TDChilefftents an acceptance of the pyrossionat Nelan"drV restarreebRy tax the d of the soaft Truss depicted on the TDD she, inose TPI I The desair, assurreAnsm bad" wrefeRns SUAabibly Was Use Ores True$ for any Snaklahl m the responlata oly of the ownh, the Oysters authorized folosto a, the Butwu0m7w M the maseA d the rkC, the 18C, the Sonat WIteng node and TPI I The approval of Me Too and any fund use of the Truss. tachudkV herding, stattate, m1affabon and Ittaulog, shag be ft respons, y o the 8.u4#us; Desqhe and Contran1or Alt notes W she is the Too and the of sued" Con,prasent Safety Infornuaron (BCSI) putbashed by TIN and SBCA we references for thersoat qualance TPI I defifts, the and "is$ of the Truss Dorrigheu Thpay, =4=11=cs Manufacture,, horned by a ConfFactalreed upon so Writes by .9 parties webbed The Truss Desel. Eressnes, a NOT the Ba4drot Dessener or Truss qysurn Entanee, he any trualeltrat AR cep laturad terms are as dotmed a, TF4 I hron W sets sarcunuah� in shy here, ar proluseed nuernot yoden perrhosseen oner preeon.rej CopurrylbA 0 2014 PFORrord DQ Enguseearg, LLC (Drb Rathuse, SWINUMNezic t 3X4 tt 2 3X4 =� 3 3a4 li spear scare = r Al LOADINGS (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TOLL 40 O Plate Grip DOL 1.90 TC 0.18 Ved(LL) 0,00 5 --- 480 TCOL 10:0 Lumber DOL 1,09 BC 0,20 Veit(TL) -0.04 4-5 >999 360 BOLL 0,0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 We old BCOL 5,0 Code IRC2012fTP12007 (matrix) LUMBER- BRACING - TOP CHORD 2x4 SRI" No.2(flat) TOP CHORD BOT CHORD 2x4 SPF No.2(ftat) BS 2x4 SPF No,2(flat) BOT CHORD M ' i CHORDSOT t VVEBS 4 t- ffi� t� i Structural wood sheathing directly applied or 3-8-8 oG purtins, except end verticals. Rigid ceiling directly applied or 10"0-0 oc bracing. NOTES- 1) i.r live loads have been crt d "i for this design, checked2) Plates for a plus or minus R degree rotation 3) Refer to girded for i truss connections, 4) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 I I and R802,10.2 and referen standard ANSIrTPI 1. i# pitchbreaks with fixedheets"i"' model i i design of i Recommend 2x6 stron2backs,on i.. sr2aced 0 oc and fastened to each truss with 3-1 is0. 131" X 3'�, nails. Stronsibacki. attachedbe to walls at their outer endsor restrained Hanger(s) i...er ci i•. be provided sufficientto support concentrated to i to down and 102 to up at " on i chord. The design/selection of i i i responsibility of n 8) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front LOAD CASE(S) Standard 1) Dead + Floor Live (balanced). Lumber Increase= 1.00„ Plate Increase=1.00 Uniform Loads (pit) Vert; 4-5-10,1-3--100 Concentrated Loads (ib) Vert: 2=-212(F) March 3,2015 __. WARNING, Prse N+or . ly revievr therseerxt ai PraBohd St asd Teftxis �e Manufactured uacs" Poem Vett deastgn paaa+netear arxi resit (oases on Uais Tfatsti tteelra CNa dCGtaa> arv3 Phe OrJ Refererrcm Sheet {rov. 1144r=-="= .W . s#atatl oe; the i4'Tfil. ondy R& rak rrxmoattu ptades shatC tra u ¢d for ihas YCM3 deD be,, v�4d As a Tom Dyson ErgNt for {i e , fti' EngntaarD, the Seaton any 706 represents .ora aocxWefrse of the Grafesssanal f raIneWing7 resPor brity for the design at the witie Tnefs depkderl nn the TDD orny, under TPI 8 The desagn aaeurniateim, hrwi rt corestions, sudasi ify and Use, of the Tuna tar any Bonding !s the responistimtry of ttre e�rvaar. itte gvmor`s azrfMar4'!ed aryevrt or the aut¢ding talcsr�nra ur tttie a;antext dP ties kRC She tEkC. She #ttCaF taatd!ragt carte aril TPV 4 The appravat of the Too any Sun use at the Tqm, iaeisssiang trandiatg sY . cnstaatatson err! hrecrsg, chola be the respo tRkrlay at tes, Busrfuaq C7cssIfner and Carrtraosir. Art nates set Puh Ta the Too and the tttaractu os aapd guxiieartes of auwyr7uag Can{xrrrer+t Sastcfy 1nRrmaPtott ¢6CSt} pudi shed h'Y PF! and SBCA are rer rencrect fav gsaseaat geadarace TPI 4 dafieaes the rex�.+orat mhIres and deft" of the Trans Desaz}¢tcr ?parse Deem( ;na+ar nd Truss driai afachum undesc othe se debried by a CorrOact.owee.d upun sn w itiN by as padres invotved. The Truss Design b'strvaet Is NOT the 6utkrergt De' ar9nser ar treuss System Eraginew lot any twIM" PSI capitarWed trims are as delanoil m TM 1. Copyright 02014 ProBurki-€&J E` res: mSWINEMNOue %Cid rutg, LLC, {(}YJr Rfaprarl,xcCkrr4 4t this 1i6GY.ttflCRt ek any ham, is prolobded wshW t fteh peunissdnn froer ProBWd t hJ, Im E TWO s cot 3 261+4 MiTek hulustries. tree. Mon ID KVA6Pu8Yuv_„FzJC45DpYnNzY;J9-taRfF2iilBV_eSnEut 0.1.8 3x4 I 4X3 &i 2 3 3x4 19406300 `J45Cd2irs0ye0uFeQ7zeyr ..i spate = 1:11.0 4 3x4 II LOADING (psf) SPACING- 2_0-0 CSF, REFL. in (too) €idefi L/d TOLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.03 5.6 >999 4903 TCf3L 10:0 1 Lumber DOL 1.00 BC 0.25 Vert(TL) 0.04 5-6 >999 360 BOLL 0,0 Rep Stress lncr YES 0 09 Hdrz(TL) 0.00 5 nta n/a BCDL &0? _ -.__-Cade tRC2012PrP12007 _-# atrixja..----_.___._ LUMBER- BRACING. Weight. 24 ib FT = O%F, 00/*E TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-5 arc purlins, except BOT CHORD 2x4 SPF No.2(fiat) end verticals. BS 2x4 SPF No.2(flah BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=294/0-5-5 (min.0-1-8),5-300/Mechanical FORCES. (to) - Max- Comp,/Max. Ten. - All forces 250 (ib) or less except when, shown. TOP CHORD 2-3=421/0 BOT CHORD 7-8=0/421, 6-7-01421, 5-6=0/421 BS 3-5=-45310,2-8=-47310 NOTES - 1) Unbalanced r live toads have been considered for this design. 2) Plates checked for a plus of minus 0 degree rotation about its center, 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 11 and 8802.10.2 and referenced standard ANSVTPI 1. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 6)Recommend 2x6 strongbacks, on edge, spaced at 100.0 sac and fastened to each truss with 3.10d (0.131"X ") nails. Strangbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard and t eWts ohn, W ( eevacmv14) b °usipme''s t%pkro .gement at on the and Te Wyk rpt moasiacturet# t'tpd used R Vis deem pavameAs Tn r sign oaa Chas Tsuss Speova y ErS e et), } a,xi the OrJ 32easrerxae 9hazet {rev 11- 14} Getwc use.ttrs city ' � s#ataw# on the Too, emSy %4fTek rantaaproC tx4ates �,ahaff ire calors for ftrts' irar to b9: vato-i. Asa 7n�s Design E,eaginear if e 6Pectarty E;:IgddeSij,. the seal on any Tot) represents m actxptawie of the protateno tat ergineenn5r Sot the deeign of tete aeV* Tra" dep4ed on the TDO may utiflw Tis! 1. The medifia assumphom, tominf,4 concWone, suitataAdy and /tae of this Truss for any cartel the restamNb sy of the Neater, fire t7tivnar^e awwrtzed nt in thr 8+nedurg Nes ner, ei ft context of Che SPC the 16C, the mcar mokfmg cause and TPI 7 The artx'avar gat the TOD ant! any tUnd tans or the Yrttas, mduc ar noti..tontge. instasaNn, and bneang, shse he the f"por a the 0udkffng De%gms and Contractor. O notes tartoritinflat TOO and the prauttces;mr 1111 n3rhs$ of 11 ding G"aampartffnz $aloty tnfeurnatfan {BCSty ` h d by T€'i and SOCA, „are toeremmd for genera( gisdarfur TP71 detsi s the reagsrae ... , ries of the Thiss Des r, Truss Cinvigrc E rrtaer sial Teves �anutawdurrr rrtatess atirertnaae deflnad by a Contrad sgraad upon to ea ma by as rooms rmolved. That Truss Deaffn Engineer is NOT the Budding Davatgner pr Truce System Eegineer for any tailtdrcay 812 hatylahzed lemur we as defaned m Tf'1 1. NEMWu c: C+srtpy 4r 2014 Pro8wid,00 ErSpnern,% UC, (C eJ) Reproduction of this dacumant, to any #teen, is prototsted Mhoal yo ten fitam ssion here Pto8utkf-0r.k.. Job [Truss ITruss Type 10ty (Ply � part i Quaid HONOW 7 600 s 00 3 2014 fahTek industries, Oft Mon Mar 02 12 3 ICJ.KW16Pu8Yuv_FzJC45DpYrtNzY7J9-Dm?ISOiKoVdtFcLRS3ddkVW 51 Scale 1:12.8 3x4 1 3x5 =- 2 1x4 i; 3 4 3x4 3x4 I1 3x6 == -- w� .SPACING- Y W: _. � LOADING(psf)^Wry 2-0-0 CSI, DEFL in (Inc). lddefl--v Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,49 Vert(LL) -0.03 6-7 =999 480 MT20 197/144 TCDL 10 0 Lumber DOL 1,00 BC 0,37 vert(TL) -0CS 6-7 >999 360 B LL 00 Rep Stresslner NO WE 011 Norz(TL) 000 6 nfa old BCDL 5,0 Cade IRC2012 TP12007 (Matrix)Weight: 30 Ib FT = O%F O%E LUMBER. BRACING. TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOTCHORD 2X4 SPF No.2(ftat) end verticals, BS 2x4 SPF No,2{flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oe bracing: 9-10, REACTIONS, (lb/sire) 6=205/Mechanical, 9=994/0-5-9 (ruin. 0-1-8) Max ilp11ft6=-8(L„C 3) Max Grav6=269(LC 4), 9=894(LC 1) FORCES. (Ib) - Max. Comp,/Max, Test. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=0/460,2-3--01461, 3-4-3341141 BOT CHORD B-9--1411334,7-8-1411334,6-7=-1411334 WEBS 1-9--65510,4-6-359/152, 3.9-"67570 NOTES - 1) 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to ♦'connections, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 to uplift at joint 6. 5) This truss is designed in accordance1. .io.l Residential Code sections R502A and R802, s referenced standard attached6) "Senswrigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, 7) Recommend 2x6 stiongbacks, on a a, �W-_ced at 10-0-0 oc and fastened to each truss with 3-10d �0.131` X 3r,0 nails, Stronebacks to be to walls at their outer ends or restrained by other means. 8) CAUTION, ♦ not erect truss backwards. The design/selection of such connection device(s) is the responsibility of others, 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber increase - 1,00, Plate Increase -1.00 Uniform Loads (off) Vert: 6-10=-10, 1-5--100 Concentrated Loads (Ib) Vert: 1=-400(F) Marcel 3,201 5 wARMNG - Please thooultisy review the'Customers Acknoaxidationent of PrityluOd Standard Tenzin 1W Manufactured PEodu hi" Aaarn. VWKey doled eters and read reyes on this Trus D= Dra"19 (TOD) and the pr,i Reference Street (rev. 14-i$) before uae,t oft stated on the Too only MiTok oadnedex pOaCes shelf be used for ties'TDo to be valid. As a Truss n Erdrneer (f ,e , S{pariy Engineer), tet seat on any TDOrepreserrtR an accepalisaf of the pro€essionas enfre sesiasq r : rmbtkty for the ' r of the s Truss 'ted on the Too only, tender Tor t The deson tsssaarnluitars. 'nq cordatdofte sudabdity and uta of this Truss for any Suddinni as the res of the r, Etre Offivies auerwise "out oqbut 6uakiang pmsrer, an the context of the Inc,tire eC, the tocle Wiens code and TF" I The apshrivai of the TOO and any Old use of the Truss, indualat hamxirg, storage, inihakason and Cxacs s; shard fur ftfesfx mbikly o Rhe shoeing Desrprw s azW Contear4oP.. AO estes set out in the 1154 and the practices and teedio res of sweongq comprofere Safety Wormateon (SCSI) pirushed by TPI aixt SPA A areesterrard to, genent 3 feedsom Tru t tloems the msporasattoRes add duties of the Truss De tyyw Trials Osman Endorser ane➢ Trues alanu iolwirr ueam otherwise abroad by a Contract sor"d upm an olAn d by as Parties frivo;ved. The Truss Design Engineer sr NOT the au±kiind Designer of Truss System Engineer for any teAcknif All caperlaed terms are as deed ki rF4 1. 'r+ li4 tc. Copy,yrfut 0 2014 Prxsauski-t}f1 Et>g§tlOiSrtf t i,f.C. ({5±.1} RaiNR'dGCtlY34i of 5145 idui^.ia6lert$, fn any to, is protsixted l ethout vaden itferayfore Cerro Pmf /rid d -i w l ---I F, . .._.... ------ -, _ -- _.. _.. 3 F._W... 4 --A 3x4 I 3S..=. 2 30 1€ 3 4 30m:< g 3x4 11 mmm LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.[30 TC 0.84 Vert(LL) -0.08 6-7 >836 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 031 Vert(TL) -10.12 6-7 >52 360 SCLL 0.0 Rep Stress Incr NO we 0,13 Hofx(TL) -0.00 6 n/a Tire BCDL tl 5.0 Code IRC2012/TPI2007 _._... _ _(matrix) ighL 30 lb__ _ FT = O%F, 0"/.E LUMBER. BRACING. TOP CHORD 2x4 'SPF No.2{fiat} TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SPF No.2(flat) end verticats. BS 2x4 SPF No.2(flat) BBOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing; 9-10, REACTIONS. (ibrsixe) 6=172/Mechanical, 9=966/0.5-8 (min. 0-1-8) Max UpI1--4 (LC ) Max Grav6=186(LC 4), 9-966(-C 1) FORCES. (lb) - Max. Comp./Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=0/646, 2-3-0/647, 3-4=-281281 SOT CHORD 8-9=-281128, 7-8=-281/28, 6-7=-281128 BS 1-9--812/0, 4-6=-301303, 3-8=01263„ 3-9--84710 NOTES - 1) 2) Plates checked for a plus or 0 degree rotationabout 3) Refer to girderia) for truss to truss connections, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 to uplift at joint 6, 5) This truss is designed !rdance with the 2012 International Residential #:l.- sections R502,and R802 10.2 and referenced standard ANSVTPI 1, ! !breaksreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. attached,7) Recommend 2x6 sficingbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3) nads. Strorigbacks to be to watts at their outer ends or restrained by other backwards,8) CAUTION, Do not erect truss W. 010W.14 w LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase= I .00 Uniform Loads (pit) Vert: 6-10=-10, 1-5=-100 Concentrated Loads (lb) Vert: 1=-400(F) WARrUNG - P1ease thodinimfy review the "Cris €`s tir$kx mint of Pr1011 W SEerwdard Tomas for Manufa aced Pe0luc�ts" from Varitfym d ain parameters and read and the DLJ Referetwe S?reit (rev 11.14} tasfnre u„m.1)ntess af31anm4.ee stage# oe the TDA, ao" Wak sat Pates shat! be for WS tW to be v . Asa TfM%N the seri of, any Too recxesents an acineyo nrw of the fxeleyon not efameearni ei%po.901ity far the deSs, of the serrate Trema detxcted on the TAC? may, under i P€ 1. Thee auat-u#U4tY and use of kris Truss for my 0a+ide g is Etre respodutx$iy, of the owed One Owner's authorized agent or the feeiding Ctey Tier, in the carnaaut of the iRCa the Inc, i approval of era TOD and any W4 use of the Tess, indudeef hand#ing, shxag., ieae8attaton and txiaarg, Shan Ore the nfam seenty of We Buadadt Cresilow and Corafado, l practices and guslefi Bets of tfugd'mg Coeopremit Safety taosin onfeC'SI) puAkshed W TPI and SeCA are: referenced fpr gen evai gualance TPI 1 defines the responakehal Design Eryterreer and Truss Manu aduhs, unfess o0uha w defined by a Contract agreed new yr soyfi ;,t by of parhas envatved The Thies Aeson Ergrnear is NOT the BvA Or any bort ad; M caplatized terms are as delered to TPI 1.. Copyrrptaf.0 2014 FroBwkf-Coj Et+gineriorg, CLC, (WP Rep oduct m of they documeart, ad any ftam. Ss peoh6ted w%houl ywMen W, mowed from PtoSua d-DPJ.. March 3,2015 I US = 30 3 Q 30 300 = 34 = LOADING (pso SPACIN CSL DEFL. in (loc) Vdefi Ud TCLL 40Z Plate Grip DOL �00 TC 0.88 Vert(LL) -0,05 6-7 >999 480 TCDL 10.0 Lumber DOL 1,00 BC 0:63 Vert(TL) 409 6-7 >746 360 BCLL 0,0 Rep Stress Incr NO W8 0.22 Horz(TL) -0.01 6 We n/a BCDL 5,0 Code IRC2012iTP12007 (matrix) I LUMBER- BRACING TOP CHORD 2x4 SPF No.2(flah TOP CHORD BOT CHORD 2x4 SPF No,2(flah WEBS 2x4 SPF No2(ftah BOT CHORD REACTIOft"blslzal-�, Max Upfiff6147(LC 3) Max Grav6=97(LC 4),9-1241(LC 1) FORCES, Qb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less extept whenshown, TOPCHORD 1-2--0/1161,2-3=0/1160,3-4=0/552 BOTCHORD 8-9-552/0J-8-55210,6-7-552/0 WEBS 1-9=-1310/0,4-6=01594,3-9=-1024/0,3-8-01266 -To7P#77!5T " end verticals, Rigid ceiling directly applied or 6-0-0 do bracing, Except: 10-0-0 no bracing: 9-10, NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation a out its center. 3) Refer to girder(s) for truss to truss connections, 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 147 lb uplift at joint 6 lb uplift at loint6 5) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1A and R802 10.2 and reference standard A RNSI/TPi 1, n 6) 'Semi-rigid pitchbreaks, with fixed heels' Member end fixity model was used in the analysis and design of this truss' 'its Sir 7) ecommend 2xbacks 6 strong, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131'X W) nails, Strongback be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards, 911 W Wt. -a" MA -V101" t-111—Aii-ImA.&A The design/selection of such connection device(s) Is the responsibility of others. S 10) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B) LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Inerease=1,00, Plate fnerease=1.00 Uniform Loads (pit) Vert: 6-1 0=- 10, 1-5--l00 Concentrated Loads (11g) Vert: 1=-500(F) March 3,2015 WARNtNG - Please thwoughky reenkek the V5 YS Ailknoetedgeffhot of PrOSUOd Statkilard Tends, Ad MaknifaCtured PmduoW Rkmi, Ven7 d PrAlWnetels and read nows Qu this Dan Dwnn ut&mrig JDD� and 0%0rJRete4VkXkeShftyt(MV tl•lir, betWe disk, Urgese otheavike, Mated on the 1'00� mty War manedor Plates "I be used To$ tM Wrobavik*l ASS 1fuss tieson Entn"t h 6, Spedaky EnvfteV). the leaf on any TOD represenis an Wmikkance of 1w, protemonat varmeanno respansbuty ad theV an the TOM keh, ukkde, I P1 I The design assidnTAWS d wat and Use of tNs Tnes, for Any Su ndk7seb Vie ttksreF� the Owner's auft Oesyme, in the wraed of the ONC, the MC, The kxM WOng oWe and Pi I The =11, the TOD and any *W use of dudung h , slexap. Wstalaten, and bneung, shait be ft mWnsibut, 0 the Bugdft Dekhqmt and Contrado, AN notes set Out k. the TDD M'4 the plus = MT'5,018 Ad CT nstq Safety mbimalton tSCNhk Pu fished by TPI and MICA we refefenced fia gemriAgWaaco Tfkt frx any youmV AR capdafavid elms am as deldked "i TPI I 0 = Design E and y i,2d 70= % eiveise deened by 0 Contrad kolMet upke, el antbog by 09 pientini awolded The Truss be%gn Ekokmhd is NOT The Skidding Dttidgein or Truss System Erigneke Copyr4th x+2014 RDStaid-CaJ EVueenixT, LIC, (DQI Repnetuerwi Of This docionent, in any form, n, prohitated wkdk<xA aink,n permesion ham P1aSuNrD1J Scam � 1:14.4 speeaat Special 4X6 11 see = LOADING (per) SPACING- 2-0-0 { CSB. TOLL 40.0 Plate Grip DOL 1.00 TC 0.58 TCDL 100 Lumber DOL 1 00 SC 0.29 BCLL 00 Rep Stress $nor NO WE 0.38 BCDL 5.0 Cade BRC2012frPI2007 (Matrix) LUMBER - TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF o.2(ftat) WEBS 2x4 SPF No.2(fBat) REACTIONS. R Max Upfift6=-671(LC 13) Max Grav6=146fi-C 4),9-1244(LO 1) • . a fib) or less except when she TOPCHORDR BOTCHORD WEBS 2-9-31810,1-9--131910, 3-9--974/361,4-6=-188/1346 DEFL. to (Bot) Wed LJd ( PLATES GRIP Vert(LL) 0.03 6-7 >9W 480 MT20 1971144 Vert(TL) 0.04 6-7 >999 360 Horz(TL) -0,01 6 me nta BRACING- TOPCHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 9-10. NOTES- 1) Unbalanced floor live loads have been considered for this design, 2) JoWes checked for a plus or minus 0 degree rotation about its center, 3) Refer to girder(s) for truss to truss connections, 4) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 671 to uplift at joint 6, 5) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1A and R802 10.2 and reference standard "Semi-rigid pitchbreake with fixed heels" Member end fixity model was used in the analysis * design of this truss, attached7) Recommend 2x6 strignigbacifs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails, Strongback be to walls at their outer ends or ^♦ by other means, 8) CAUTION, Do not erect truss backwards, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 500 lb down at 0-1-8, and 1811 down at 4-0-8, and 867 to up at 5-9-0 on top chord, The designtselectlory of such connection device(s) is the responsibility of othe 10) in the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (B), I LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase -1.00, Plate Increase=1.00 Uniform Loads (pth Vert: 6-10=-10, 1-5-.100 Concentrated Loads (to) Vert: 1=-500(F) 3=.101(F) 11=187(F) March 3,2015 v rvcuv+mn • r rs. anoro+. my tevrev+ure c,usmr+eers AcriKerratoOdUffe Of F uleya&d standard i a,= for manufactured ahaluds- foam Vert design parameters and read aides on this Truss e7esgn arawnttg (TC7i?p .acrd the DO RefeurMe S (lee 1-141 beton Use.Un€ res oto% Stated dr the Too, rorty MiTef4 s^onnenor plates Msali to wed Sot thr9 art is be vaW As a Tnx% Damao Emenery (i e, " RX £{igsttamS>, tire seal on any for) represent» an acceatrinfe as the prefossivro e Hrg rensonsarety for the n of the srsgle truss didai ,ted an the TDD only, under tot R the d asau ra, €oactrtgf ca{ didous.. 1 seat and use oft" tease ler aalp BuNttsng the resTxarnattx:Ny ofthe the Owners author�agerat os tfeo BuikFtrg rdasg)rrea' s{ the caaC+tean Oft 1FFC: #hre set, the las 4 k>Es4k.2 zrtade aaae! NT t The # GNar of the: Too any fete +see of the Truss. ardu Oy{ teandeagy ravage, tosTaasym ayd buidng atralf tre the resporrsibrtrtp a the Sharing Designer aced Cdnttat,rtor. AN areas set oto {n the Too and the i pracGrms and gaNdelme8 of 9usdurg Cor ponent Pate !"£creation (scsti K tadred by TFT! and SOCA We retmtenCeb Re general our aiartse TPf 1 defines the reg bildes and duarts afore Truor H atgrre{ Trues esrgss Erg+rraer aero Truss f aanofacdures, uraess rioni waue earned by a Conrad a0feed UmM wr Wilting by afi part*$ rnvatved. The Truss Design Eferifesr is NOT the Baird erg i?"orref or i nvss System prSivorrh r her any braiding Aff oapttaNzed terms meas der rod to TPI 1 i ma 4:dPXagtrt 0 2014 PtoEt{rht-DtJ Eatgfnea5rrrg LCC. (C?eJ). FieGa'ta+aticktan d4 tfrrs aksecenreatt, in any hum. #s preatutdttsd w#harst mitten {ve?n»nesrrnr dram ProE;cdki-Drf. 0-118 H 1-----20--Q--I SEE STANDARD INDUSTRY TWO PLY FLOOR TRUSS CONNECTION DETAIL FOR PLY TO PLY CONNECTION, OR LOAD IS TO BE EVENLY APPLIED TO BOTH PLIES AS APPLICABLE, specitti special speroat 4A U4 = Special 3A = 3X6 Fro = 3*4 = Special 3x8 ml� US = WO = 3x10MT20HSFP -3X4 = 3X6 =_ 300 = 3XV) = 22 LOADING (psf) SPACING- 2-0-0 CSL DEPL. in (loci I/deft Lid PLATES GRIP TCLL 40,0 Plate Grip DOL 1,00 TC 0,34 Verl(LL) -0,29 15-16 >806 480 MT20 197/144 TCDL 10,0 Lumber DOL 1.00 SC 0.37 Vert(TL) -0.42 16 >557 360 MT20HS 148/108 BCLL 0 0 Rep Stress Incr NO i WB 033 Horz(TL) 0.06 13 rha n1a BCDL 5.0 Code IRC2012/TP12007 (Matrix) Weight155 lb FT = O%F, O%E LUMBER. SRACING- TOP CHORD 2x4 SPF 165OF 1,5E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SPF 2400F 2.0E(flat) end verticals.. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing, REACTIONS, (lb/size) 20-188610-3-8 (min, 0-1-8),13-1252/0-3-8 (min, 0-1-8) Max Upfift13--393(_C 9) FORCES, (ib) - Max, Comp./Max, Ten, - All forces 250 Ila) or less except when shown, TOP CHORD 20-21=-380/0,1-21-38010,2-3--515310, 3-23--515310,4-23--5153/0,4-24--6680124'1 5-24--6680/243, 5-6=-6680/243,6-25--629311022, 7-25�6293/1022,7-2662931101 8-26=-629311022,8-9-.629311022, 9-27=-422911813,10-27=-422911813, 10-11-4229/1813 BOTCHORD 19 -20=013053,18 -19=0/6358,17-18=0/6358,16-17=-24316680,15-16=-24316680, 14-15-154315471, 13-14=-88412421 WEBS 11 - 13-26711982, 2.20=-337410,11-14--104112025, 2-19=012353, 10-14=-2381665, 3-19-40610,9-14=-1392/0, 4-19-13501376,9-15=01920,4-17=-1033/461, 6-15-1132/0, 6-16-14/293 NOTES - 1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all pfies 2) Unbalanced floor live toads have been consWered for this design, 3) Ali plates are MT20 plates unless otherwise indicated, 4) Ail plates are 2x4 MT20 unless otherwise indicated, 5) Plates checked for a plus or minus 0 degree rotation about its center, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 to uplift at joint 13, 7) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 I I and R802. 10,2 and reference, standard ANSfiTPI 1, 8) 'Semi-rigid pftchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with M3 -10d onails. Stron lback,10 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1,00, Plate Increase -1.00 Uniform Loads (pth Vert: 13-20=-10, 1-12=-100 mzmma�. � March 3,2015 aft f0eshie The -Vifietfhacrf, faCstor"edeefferet Of FoRmAit 190,VSM seems W Mant0adated Pneftiirp" loan Willy deffeer paranietent Wd read taxes on this Truss D= or" (TOOT and Me C�;R_111_11=S= t (rey 11-14} before use Onams otherwise stated on the TDD, only Weir confrochr, pishis " to Mad for this TOD to he oadid As a Tries Deeign Enittreon, oh, She fty Enpropal, the seat on any TOO represents he acceptance of one professional W the desarn of the wgio Thies defected on the Too fogy, none, TP! I The dmqn awaymptiens, tax0nq owidKoris, rardabdity anti � of has I ruse eff *by Buittofoor ft respornhbitth, of the owner, the Cleaners auttionered agent of the Svikemg 0 , I m the contest of the IRC, the 18C, m the iitnakong code and TPI I The offarasholf" appr000t of the Too beat any seat use of Me Whyss, instuding handhiet, them", instagation and tach}. strait be the, y 0 Zj Siolderg Oessinto and Coi*wkw AD nates wt W . the TOO and One polosais and ahedeenes of EhoWing Component Safety Infinnuiaon (SCStf purfment by TPI and SBCA we refinanced to, general guWanse TPI I defifts the msponserikWS and dories at the Tam Defism, TausDesign Etoemet, and Truss Marrutecturei, unless othetvAsy, defined by a Cordoch aphied open in anion by aN Wifes aeotood The T(US% Dinign Engmeen 0 NOT the ferdideel Desdimo x Truss Syshbn &�,haer 17k fitt any buideol All cap tailzed hrim, are as defteed in TPI I CopynghtO M4 fora.00 Eronedong, LLC, fttJ� RePrOd"CliOn of the d0onfeent, in any (OM is pearmiled %Whout --ten pohnoskm hum Patflurld-W ENGINEEMW g0uc LOAD CASE(S) Standard Concentrated Loads (to) Vert. 1=-294 2=-194 10=-46(FF) 3=-194 23=-194 24=-86(F) 25=3(F) 26=3(F) 27=3(F) 4uARNIt . Please thoro p y nonerwthe "Cueforldres F>sandwd Terms for Ffanceia��ture4 Rt ` ^ Nmn Vwi4v design parameters ara9 read vests, on this Tnrsu Desgn DrvMmf (TOO) amI dte DhJ Gtetenvxx Sheet (sea 11.14) before vac Un eas othe Brom stated on the Tutt, core MiTek ronnedle Prates be used for tMw DD to as vatid As a Traesa n EnWooee Sr e ay Engmew). The Setif on any 700 represents an acceptance of red ghAftskeaat ea wersring r aas+ts hh, tar the dearth, of the santge Theta deployed wt Me Too only, under I'M 1 The des' assumptmns Wad9arg condbans, sratadtNy and sxae of fMa Truss hu axe BeaSda*zg ve the res tYiaY of the r, ttkr CvaxaPs out ed agent or the acttt� C3 er to lyes zxuaSeyt of the Ih'C: the fBC' ehe�af btrtkFing carie and TPt 1 The apfaravai sof the To€J and any field use of the Truss, enalud+ng harxJang storage, iastaffiatu n neat Gu aceng. shag tm trier nx bt#y of the Sueddan9 Desyprun and Ouru ach e.. AE Hetes ani wd rn the Wand the prsx:tEceS and gurplates of Busttaag Component Sonny tnewmav an (SCy) putayshed by TFit and SBCA. are referenced for general guidance. TPS 1 defines the resfaa,srphes and dubes at She T+uas Desrgner, Imes C:csugn Erysmer and Tense hbanu5ahlurer, santess otrer++ase dalin d by a Caescrad agreed a in wrc¢tng by al pa Vihi imoeved The Truss Dero rt Engnaeer a NOT She So Detagm, or Treat System En9inecu' lzy' for any bt Wry;. Are caPastrxed terns are as do6ned. TPI 4.. I f i Coryietht 0 Me Pre Swed W E'.nWeanr rtg. LLC, (MJ) Reprolkwtaln of tris doecxneese in any furan ra mahe ' ed Mate, pismar ansa ham ProtfuikS-E7r.l. ...,........... ____.... �...... ........._.._.„, _ _.._....._...., „......._._ „, „._..___ ...... ...... _., ..... ,._..._._.. ... ._._... ----- .. �.,.., _____...____._........._._...._,.,__,_,_..._______.._- 2x4 E6 08 ='; 2x4 El 3x6 '== 2x4 11 3x4 '-',= 3x6 FP = 30 m 2 3 4 s 6 7 R k Scale =1:33.7 2x4 IT 2x4 If 4x8 .w.. 2x6 In i4 97 21 ry 4x6 :«. 400 =' 3xI0MT20HSFP =3x4 = 2x1 It Us == 410 3x14 ==. 2x4 SF LOADING (psfi � SPACING. 2-0-0 CSI, DBFL, In (too) Well L/d PLATES GRIP TCLL 40.0 Ptah Grip DOL 1.00 TG 0.38 Vert(LL) -0.37 15.16 >630 480 MT20 197/144 TCDL 10,0 Lumber DOL 1,00 BC O 56 Vert(TL) 058 15-16 >405 360 MT20HS 148/108 BOLL O0 Rep Stresslncr YES WB O46 Hsara(TL) 009 13 n/a n/a BCDL 5,0 Cade IRG2012/TP12007 (Matrix)Weight: 78 in FT = 0%F 0%F LUMBER. BRACING. TOP CHORD 2x4 SPF 240OF 2.OB(tiab TOP CHORD Structural world sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2400E 2.OF(ftat) end verticals. BS 2x4 SPF No.2(f9ah BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. REACTIONS. (lb/size) 20-1078/0-3-4 (min. 0-1-8),13-106&0-3-8 (min. 0-1®8) • i or i TOPCHORDy ,.... i i 6-7--499510, 8-9=-499 5/0, i 10-11--347510 WEBS 11-13-223510,2-20-220610 11-14=0/1620,2-19=011629, 9-14-107410,4-19=-1097M, 9-15-0/629,4-17-0/864, 7-15--261/0,6-15=-471/403 NOTES- 1) Unbalanced .d i. a been •a for this design, plates2) All ! plates unless otherwise indicated, 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss is designed in accordance with the 2012 International Residential Code sections R5021 1A and R802. 10.2 and referenced standard 5) "Senil-rigid rutchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks,dg ♦aced at 10-0-0 oc and fastened to M! E Strongbacks M.. be attached to wells ..t their outer enf or 4 by other 7) CAUTION, Do not erect truss backwards, LOAD CASE (S) Standard March 3,2015 WAKNl � o-nea %e ttxxpugrrsy Mercer" "'i„ uSfOfn M Arevenyiedgement of Proylarr t Standard Term for 0.danutaetu tial Frobocli"farm Vari#tr dessgn rssramskers Anel react reoesa can thk: Truss qn 0le" xg ('T00) .and the DQRetererre Sheet hev. 11-1dj before use.Unt rA se stated on the TOD, only MrTek wirrestor path she ire used ks thy, `rota to %a elect A%a Trusscenter Ere arreer (i e.. SpectaRy the seat on any TDD hipatr ents an acceptance of the professional angrtteenatg eespbnakshly € x the de n of the single Taus reinvent on the Too drily, nosey TPI t The deeap sssunrtkaons oadSng wirdit tens, :auatatnldYy artd usP, oaf tht5 mase far, any r?uahRamg us tfiar reapnras taa4 oP hie r, re. t'awmw.r's a axe<# raC ar the: aurk?mp C9+ etar m Ikae ranieM at the olio, the lkiC. the Soca butedi uacim axtcef TPR 1 The apprnwat of the TOD and any held use of the Truse.. induduig haerldreg storage, insEa tabon and b'acang shah to Sire reripser3iYuMy yo then Snaffle; Designer and Contractor. AN violas let cwt in the TDD and the practices and quddetpcvtets of 6uaMusg GomporrunY Safety to tion;BCV) pubbstead try IN and SOCA are reffeenoed tot genera) guilt , TPt 1 defines the respereobvidnis and doilies, of the Truss Defeg so, Tress ,1gn Eeigit,eer asad Feusa ARanu4acfurer" eVrise esehned bX a coneatd agreed upon or w6 trig by alt partres imalved. The Trus%. Clem9n Engee er as NOT IRs FSuss3rng ralsigncrtr or Truss System Engineatr tau any btu " . AIF ratehfured tanary, afe as detlned in TPI Y. *w CnpyragRrt 0 2014 P+xaauaxi-00 ErrgirtesPekf. LLC, trx,FD Reproduction of chis document, 6n any kavrm is paohioatad wrRtaewt wMton parmtsstrur tram PrcaeukFCkJ. 011 Scate a 121.3 US 14 ll sus 19 Us 14 ll 2 3 4 3x4 ":. 5 S 714 =� 13 9 LOADING (psfp SPACING- 2-0.0 CSI, DEEL. in (!carr) itdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) 410 9-10 >999 480 MT20 1971144 TCDL 10.0 Lumber DOL 1.40 BC 4,61 Vert(TL) -0,18 8-9 >834 360 BCLL 0.0 Rep Stress !nor YES WB 0.29 Horz(TL) 0,03 8 nia n1a BCDL 5.0 Code IRC2012fTPI2447 (Matrix) � Weight 49 Its FT : 0%F 4111E LUMBER- BRACING - TOP CHORD 2x4 SPF No.2(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 on puffins, except BOT CHORD 2x4 SPF No.2glat) end verticals. BS 2x4 SPF No.2(fla€ i BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 12=681 /Manical, 8=67410-5-8 (min, 0-1-8) FORCES, (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 99810, 3.4=-199910, 4-5=-200110, 110 BOT CHORD 11-12=011371,10-11-011999,9-10=0/1999,8-9=0/1367 BS 6-8-146910,2-12=-1480/0,6-9=0/687,2-11=01703,4-9=-2551219 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minas 0 degree rotation about its center, 3) Refer to girder(s) for truss to truss connections. 4) This truss is designed in accordance with the 2012 International Residential Code sections 8502,11,1 and R802, 10.2 and referenced standard ANSI/TPI 1. 5) "Semi-rigid pitchbreaks with fixed heels"' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 7tTGIoTFe3�f.. . , e M wa x vfr c - d ase ih #o ghhj rev e v Phe T usmrnee's AeN muni o4 F oat k d a tl d'teo s h AAan dac veld Pr Ham Very page parameters and react notes on the Three Oesegn foaveng (TDD) and the Dr,! (deference Sheet ine r ll, 4) WM txsc.t 1yess otheewnif on the Tool o.4, Mitek of comerc ptdtes, strait be for dui 1IM to be va d As a Thew Oessin Engmaye ft e , Specaeiy Enitmeref the seat on arn, TGIF represents an acceptoner of the phot nay err,yanconn$ rea sty for the dessin of the saagie Tows detsped on the TOD cess, ruslei Tat i The desigh as. axns, Noires oontlauxis, s9sitaku itt and Oise aithe Trams far any eutyrog is the nomon erattty of the Owne€, the yiniff r`s authortasd agent or true Buildmp De�sgr¢ex, m ilei caMe%t of the lett:. the BSC, itre fooft b tons coda and TR 1 Ttret afproxraf of the 1'CiG and any avid use of the Than, irrotuafrrtg haricksd- star . tnitaaation and bracing shag be the ra"r, eetter, ad tine sheave Da ygmer and Contrechu'. AN nates set W ter the TOO and the (( fractasas end quirsisdsttas 0 Boneless Co sponsnt Safety inro anthon {SCSij publethed by LPI and SBCA are referenced for garum'at gurdanca Tor i defines Che resPdtasaskfies and defies of the Teem°! Designer,'rruss C%aiAYrr l;o neef and truss Manufacheor, uniese otheomaes deftn d by a Con trari agreed Mim to wrmrig by as ferns. rwranerS, Th. Truss Desire Enquire n is NOT the SuRd re; Iran of Truax System Ernpirets for any fired" N1 carifthred terms are as offered m Tor 7 jzyCo r ret 02614 Fno8wkkia,.1F IRWINEMMT". fry �? rgpicoecrrng, Lt C, 4Gra- rtetx'ssssrat8stre of this dex.�aanenrC an any tt7rxr we feohd2aKsrtf wtthout wrfden perm+ssloo foam F'ro8uiid-[Nd. p Scale - t::34.4 3X4 4x8 Us == 30 3A FP 4X4 4x8 1 2 3 4 5 6 7 a 9 10 11 12 .......... 9 3x10 4x10 3xlOMT20H5FP 3x6 010 = 3XIO 2*4 SP = Us LOADING (psfl SPACING- 2;0-0 CSI. DEFL. in (10c) Well Ltd PLATES GRIP TOLL 40,0 Plate Grip DOL '00 TC 0.4.5 Vert(LL) -0,42 15-16 >569 480 MT20 197/144 TCCL 10,0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.66 15-16 >366 360 MT20HS 1481108 BCLL 0.0 Rep Stress Ina YES WB 0,48 Hofz(TL) 0,10 13 n/a Dig BCDL 5.0 Code IRC20121rPI2007 (Matrix) Weight 78 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF ZOE(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ric puffins, except BOT CHORD 2x4 SPF 240OF 2,0E(flat) end verticals. WEBS 2x4 SPF Nfr2(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. REACTIONS. (lb/size) 20=1107/0-3-4 (min, 0-1-8),13=110110-5-8 (min, 0-1-8) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3-3548/0, 3-4=-354810,4-5--525810,5-6-.525810, 6-7=-522110,7-8=-5221/0,8-9=-5221/0, 9-10--3552to, 10-11m-355210 BOT CHORD 19 -20=012037,18 -19 --014585,17-18=014585,16-17=015258,15-16=0/5258,14-15=0(4582, 13-14=012038 WEBS 11-13=-226310,2-20---226910,11-14=011697,2-19=011693, 9-14--115310, 4-19-116110, 9-15=01716,4-17=01996, 7-15=-28910, 5-17=-28410, 6-15--573/408 NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 2x4 MT20 unless otherwise indicated, 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502,1 1A andR802,10,2 and jrefer..- standard ANStfrPI 1, 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, be aftatched to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. A WARNiNG - Prease thonrutrify review the "Customers Ackryeatedgemana of ProStidd standard Terms for Manufadived Pr 'form Ven7 desen iseerneadii aral read Mass on this TrUSS ne"11 Draretryt UDD) and ff,eDfJRe4nfmoe.Sheet (w 11-14) berore Use Ul'dft% othereAse Stated on the Too Wm curry WTek coector plain Shaft be used for Itys DOlotar velyt Asa Truss Design Erypnear a a . SixuotiftyEraxneer), fire "at on any Too repwaseft an acceptance of the W the devgn of the singto Trays depioted on the TOO army:r4v TPI I The, de "n asSumphons, P4 01 sugaty0ty and cane of thins Tof&I (0, any Sugd.9 W the responsibuy of the Oaaw,, the Crease's amhoitzed agent w the SuddirgiDesynes, s, the 0onteid 1 ITS RC, the 66, the town build, ZJI: `== 1, nIns atesoval of the TM and any SeW ma� of fire Tees, eidudiraf herding, Wwaiie. sislatraban and bradiag, shay be the responsi W a the ikofdani Dosq,yi, and CWnfraisr. Are Me$ set Out in the TOO neat the practices and qual0nes of SuArang Coomoreira safety Mayunabon rBCV) purfisfuid by TFe and SOCA are referencial for generat quelance not A de fin" themspoNiAelfties, and "" of the I was 006one'. Truss reisw Entimen and Tnias Manufaduna, mem otherwise defined by a Coat mi agreed upon or wnWV by at Wies nsohrad The Truss OesVn Erckmer * NOT the so" Dasagmer or Tares System ENinew fix any buildimi Acta fared Name are as darned rn TF1 I Reptodwhaft of this docmera, er any form, mprolefated *thyart arilon permissiv, from $No8akrDJ, UM H MEMIZEMM ir) RXeEYloOmo7l'Z7wOj4YgSzqTAN-akowW5mTdIGBMNEOFcOpRaKA_,28G26nWOqixdnzeyos 3X6 11 2X6 0-3-0 3 4 IX3 State - 1:87 3X4 11 LOADING (psf) SPACING- 2-0-0 CSL DFL, in (left) Well Ud TCLL 40,0 Plate Grip DOL 1,00 TC 0.17 1 Vert(LL) -0,01 6 >999 480 TCDL 10.0 Lumber DOL 1,00 Be 0,08 PP Ved(TL) -0.01 6 >999 360 BCLL 00 Rep Stress mor YES WB 0,00 Horz(TL) -0.01 5 We We BCDL 5,0 Code [RC2012/TP12007 (matrix) LUMBER- BRACING - Ix3 TOP CHORD 2x4 SPF No,2(ftat) TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verficals. WEBS 2x4 SPF No,2(flat) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS, (lb/size) 5-11910-5-8 (min. 0-1-8), 1-12510-3-0 (min, 0-1-8) FORCES. (lb) -tax. Comp.lMax, Ten. - A0 forces 250 (1b) or less except when shown. NOTES - 1) Unbalanced to live loads have been considered for this design, 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 1, 1 and R802, 102 and referenced standard ANSVTPI 1, 4) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of fts truss, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3) nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, 00 not erect truss backwards. f#7�#TIfTI March 3,2015 WARNING, Ptema, offt8uOd Slandahl Toom Is, PdantiCzsctwed fooducar" tons Vefify dester paramelem OW lead neater on the Twee Desda. Dramas (TDO) acrd fits Dr.! Re smr+~0 snot irev. 11-14) before We UnIm otherMse stated on the TOO, only Mitek Nmecla plates %hW be used $of In* TOD to be vaed, Asa They% DesIgn Entyneet h e.. Specaly Enqkefer) the seat on any TW represents W acutiateux, of the proftsstonai errsineeang te%pombaty to, the desqn afft 90V* Truss, deptledl on the TDO onnr, under TPr I The design assumoe�rat, rea 10 a land thm TWSS to, any Budd f�tStt* Orw'�:WAhwgedagent w the ri=LD of the IRC, the 16C the lWa( budding code t". I 'The' afth,f deaveg a 46 V *hN the j0B SP 4s eyn tZ, rn ft context 402=U and any 40d use Beef" Deagrao and Cont(actor. M notes set Out xn the: I DD said the f`rWtyM 'd q`AKZt SUM419 Component SOMY InfWfAston MCSI) putafthed by TPI aW SBCA we referenced for general qyodnoo TPI I Meets the of*;oonsxAtws and duties of the I runs De&oner, Tnm DesgoEho sand T S Manufadurer, uNen 0"rysse defined by a Ca Brad zVvytdqvn m .6brot by aid partres rovorood The fares D&%Qh Engross, K'iWi On, SU;6.g Oefun era Tn*$ Systen, Engareto for day buldnaf Ara 049btleed terra are as dolkled a.' Pt I Repodurom trfttesdonoewt, in any farm, as prohtnted w4houteofflea pe—n000n fromFoasudd0j ------------ ------- ---------- 0-3-0 Us = 3A 1 2 19 i plan I oued HONOW 1 19406310 7.600 aOct 3 2 ID�RXeE Y I o0movilyl 77wOj4YgSzqT Us = 30 = 3A ~ 3x4 = 34 FP = 4xii 4 5 6 7 9 10 11 12 13 5x12 3x10MT20H$FP 3X$ 4xT0 == 4X6 300 = 2x4 SP = 1 239 LOADING (Pat) SPACING- 2-0-0 CSL DEFL. in (tot) lidell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL ,00TC 1,00 TC 029 Vert(LL)431 16-17 -730 480 MT20 1971144 TCDL 10,0 Lumber DOL 1.00 IC 0.47 41 Vert(TL) -0A8 16-17 >468 360 MT20HS 148/108 BOLL 0,0 Rep Stress inor YES WE 0 5! Horz(TL) 0 0 14 me n/a BCDL 5,0 Code IRC2012frPI2007 « (Maine) Weight: 76 in FT -0%1` O%E LUMBER- BRACING - TOP CHORD 2x4 SPF 240OF 2,0E(fiat) TAP CHORD Structural wood sheathing directly applied or 6-0-0 oc Purlins, except BOT CHORD 2x4 SPF 2400F 2,OE(flat) end verficats. WEBS 2x4 SPF No.2glatf BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, REACTIONS. (lb/size) 1=103210-3-0 (min, 0-1-8),14=102610-5-8 (min, 0-1-8) FORCES, (to) - Max. Comp./Max. Ton. - Ali forces 250 (le) or less except when shown. TAP CHARD 1-2-1895/0,2-3--189110, 3-4=-1891/0,4-5=-415410, 5-6=-4154/0, 6-7=-4611/0,7-8=-460410,8-9--4604/0, 9-10=-3254/0, 1 0-1 1=-325410, 11-12-325410 BAT CHARD 20-21-0/3234, 19-20=0/4611, 18-19=014611, 17-1 8=014611, 16-17=0/4611, 15-16=0/4139, 14-15=0/1887 WEBS 12-14=-209&0, 1-21=0/2082,12-15=0/1532,4-21=-1505/0, 9-15=-991/0,4-20=0/1031, 9-16=01523,6-20=-728/27, 7-16=-379/336 NOTES - 1) Unbalanced floor live loads have been considered W this design, 2) Ali plates are MT20 plates unless otherwise indicated, 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center, 5) This truss is designed in accordance with the 2012 International Residential Code sections R5021 1A and R802.10,2 and refereric standard ANSVTPI 1, 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) Recommend 24 strontirbacks. on eft-j"ced at 10-0-0 oc and fastened to each truss with 3-10d �OA31` X P_. attached to walls at their outer ends or restrained by other means. 8) Gap between de of top chord bearing and first diagonal or vertical web shall not exceed 0,500in, 9) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard AWARNtNG- hiewerthe 'Cinotorrn o's Arknowledoeftierd ofFroSwIdStandayJ Terms far Manufactured faun Products"` van " lead note 0.PvfTina De8e.0rWndVCT0[n 11.14) before me Unless, offorneifift ended W Ute TOD, onty MrTek comecon plates shalt ne used for thea 7D 'I'd a TARS ti o, Specfatly Engineer). the seal on all MD?ePlenteres an Accuilmoe of the tookssimat ertilmonnf; lesporhobififty far the dedg. of the Srql. Tnnts detected on the TDO o,4, under TPt I The desegn asfaulxrtfirrm foodialemilMom, 9=V,fWrd use Of the True fon my sodding n, the lesponvit0h, of Me 0%mh, the Owuna authinued agent or the 8.04V Dosyne". In the ranted 0 theehfCr In* `BC. rat ir`Cah thadAft 000" and rFnI The a the IDD ml any fre4d Use of the Toss, induanoi hooding, stmage, rnstaffabon and bracing, $hat be thentm*ftnthly o the truft.9 Corsyiner, and Conomter. Air noses s0nut inthe TDO and the 80W) published by I'M and SBCA we retwerated tot tionfeal gwdairm TPt I defims the are/ dubber of the Trues Designer, Tnas =11=119rInTIS 0.1 Safety10 -.alir-lby a Corfta agreed upon to eat eng by apt rfafts mooad The Truss 6toogn ErOirner, ft NOT the Sioldvig Designer or Years System Enipnee, 2ZY for any buttons Alf ca0aWad art" are as def uted in TPt I EWINWWNSLix Copynght 0 X14 feotfiaid-OJ Entmefrdng, tf,C, iofJ) RefroducDon of ft dowment, in any firon, as ftn"Uted vorhouf nrafan pennnottoon from ProsuddDtj 3x4 ==' 3.4 tl 08 3x4 13 010 -== 2x4 I4 4x6 == 20 11 30 - 20 St Us EP 0 -€fie Scala =1,39.8 20 ti 2x4 4x6 = 2x4 =':= 1 24 19 F 8x10. 34 EP = Us = 2x4 It 34 = Wo Us 5x12 = LOADING {psi} SPACING- 2-G-0CSI. DEFL. in (loc) Ideft Lid � PLATES GRIP TOLL 40.0 Plate Grip DOL 1,00 TC 0,47 Vert(LL) -0.22 17-18 >999 460 MT20 197/144 TCDL 10.0 Lumber OOL 1.00 BC 0.43 Vert(TL) -0.34 17-18 >663 360 BOLL 0.0 Rep Stress Incr YES WB 0.55 Horx(TL) 0.04 15 nta We BCDL 5,0 Code IRC2012frPI2007 (Matrix) LUMBER- BRACING, TOP CHORD 2x4 SPF 2400E 2.OE(flat) TOP CHORD BOT CHORD 2x4 SPF 2400E 2.OE(fiat) BS 2x4 SPF No.2(flat) BOT CHORD REACTIONS. (Ib/size) 23=-60 anical, 22=227210-3-8 (snits. 0-1-6), 15=86205-8 (min. 0-1-8) Max Uplift23= 767(LC 4) Max Grav22=2272(LC 1), 15=863(LC 4) FORCES, (Ib) - Max, Comp,/Max, Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=013 1 1 2, 3-4-013110, 4-=-82310.5.6=-82310, 6-7=-297910. 7»8=-297910, 8-9--332510, 9-10--3325/0,10-11-332510,11-12=-260110,12-13=-260 1/0 BOT' CHORD 22-23=-1139/0, 21.22=-922/0, 20-21=-922/0,19-20-0/2080,18-19-012979, 17-18-0/2979,16-17=0/3164, 15.16=011555 BS 3-22=-279/0.2-22--2317/0,2-23-0/1383, 13-15=-1726/0,4-22=-2451/0,13-16=011171, 4-20=011949,11-16=-63110,6-20=-1408/0, 11-17=01278,6-19=0/1061, 9-17 =-.25810, 7-19=-30510, 8-1 7--1 321630 end veracalfr, Rigid ceiling directly applied or 0-0-0 oc bracing,Except: 6-0-0 oc bracing: 22-23,20-22, NOTES- 1) Unbalanced floor live loads#for this design, 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 767 lb uplift at joint 23. 5) This truss is designed in accordance with the 2012 International Residential Code sections R502A 1.1 and R802,10,2 and referenced standard CAUTION,6) 'Senig-rilgid pdchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to wells at their War ends or restrained by other means, •.i March 3,2015 WARN"ac - We;&ssihor tHy '-- the-customor`o kn me,e of t ?oByAd standard Term for manWactwed Fhoo acts- form Vxrc44'Y d o parMetets and read noted on the TrM Design €teaaMg €TDD) soar Uaa fV Rafera11 s»yet fray.. 11,14) before are Una Hatt stated on the TDD. only Wee moramtor oat" obtR be used her thw700 to be raid Asa %Hass i7msagn ErsS{;t'tene tae . SPeaiax# Engwaeerk the seat on any Too refa asents an w*ertanoe of the protedsaonxi ernowenng responxieffly for the desire of the sm rte Trains defachul ore the TEX) linty, urates TPI 1 The design assumfukrns< krading corrcStY' surtabOyaryl use df tnet Truss for any fbuitding er Ver,espmeebiefy of the orvnef, Me oarwr`s aut'honzeel agent or the Swed ng R9aaegncv. m the confoxt of fiat PC the €SC, the fecal ro code and TP) 1 The a aY of the TM and any field use of Ufa Trura !nd#3rrtp k+eStdWQ, storage iernaNahon aa'ef txaomg, te,0 be the responsaleArt Rtttha f§Ut#tY1g €Testgtier and �rrtbaaor. AN notm se@ out zrt the iCF:i and the prac^tces and fhdelm" of Bu+dvep Comps nerh Safety tnfnronabon (Fr St) putfdrshed by TF1 and SBCA we relerenced for gonerW gumance M 1 dertnes the resporvetaheas and duties of the 1 runs nesa yw aToes DftW Enganeef and Truss Manufacturer, untess othenvise deft ed by a Contrad xhood upon rn vrntxt9 by al Verona smonod The. Trans INhugn Entyneer d NOT the 6uitdeng Designer w Tnaas System Er rimeet for any bu*hdf. AM captYe aed tames arm as defaeed to TPI '1 yy�# .ywjj�#yyr{i� gk v+, &WINE 7,!#RM7.tc' C:•opytg$ht X3'94 P3'a6af#k$^{94'.1 ECtg n@Cf rag, k.LC, [G?lJp, ReprCdwIm of one dornarent, m any toms * prniubded somout Vrhuan ponoevo. front peraCH d -tint. 3x4 I ...w........_._....._..._..._.}.___._..w.___........._....... i _----- t 3tta 2 Us it 3 30 4 .�__ �._.. ... --------------- LOADING _ _.__ LOADING (psf) TOP SPACING- 2-0-0 CSI. DEFL, in (loo) Udell Ltd TCLC, 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) 0,00 7 -- 480 TCOL 10,0 Lumber DOL 100 BC 0,21 Vert(TL) 408 6-7 >788 360 BCLL 0,0 Rep stress Incr VES W8 O 08 Horz(TL) 040 6 ria n/a BCDL 50 Code IRC2012fTP12007 (Matrix) LUMBER- BRACING - A ING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9.3-4 no purlins, except BUT CHORD 2x4 SPF No,2(itat) end verticals. BS 2x4 SPF No.2(0at) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Iblsixe) 8-177/Mechanical, 6=238105-8 (min. 0-1-8), 7=57710-3«8 (min, 0.1-8) Max Gnav6=201(LC 3), 6=243(LC 4), 7=577(LC 1) FORCES. (tb) - Max. Comp./Max, Tens, - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=0/301 BS 2-7=-28810, 2-8--25416.4-6=-32410.4-7=-43010 NOTES- 1) Unbalancedbr live toads have been consideredfor 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) Refer to girder(s) for truss to truss connections. 4) This truss Is designed in accordancei. ♦ Residential •d sections • R802,10,2and referenced standard ANSVTPI 5) 'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss, be attached to walls at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard wARsO NG - remove Voratnoty tevieav the "Customer's Aekra ars+nnt of Standaad Toots frac tams Vents dessin pararnom e are read notes on this Tsars n Dbraargy (TOO) aril She DO Refrefere Sheaf fray 11.14) Before use Urkoa oft stated on the TDD, arty kAiTeir aannedur tooter shall be eraed kw Nato to be seed Asa Tres Des9n Enganeer o e, specialty Erglnerr). tine $eat on any TDO rapreoroas an acexixan,^r of the profeirmanaf emgineenrg fespontat any }or the design of the saergl Truss detacted on the 700 afar, under TPI 1. The destg7n a•,ts¢omptrons, ketylviti conditions, todahidY, and use of acts Twee far any eus ding ni the responsibety of the caret the Ovetors authonted agent or die Battlerrag D tear, In it* Craved at the lffiQ the W, the fora{ ou..ikii� conte and TW 1. The apewmat of the TDD and any hand u3e of the Tnrfmt, inciudir handivag. sneerer, uretailation and Craong shag be the frepore�rdiaFrkyy the Sui9ding Designer and CortVactor. As notes set out ie the TOO and the pravu,its and tsodef nes of Bashing Componenf Safety infi nnadtae (DM) pubostaid by TPt and SSCA ase referenced Yoe g twW guidance TPI 4 deternas the r Trtib Ntics and outies, of Tits Tntwt Desrgoer. Trust; De%W Erepneaer and Tons Manuffacturer, entries o1hera to defined by a Connect agreed upon 0, wrung try as partfas taauoleed. T tea Tfuss herein Ertipruter is NOT the Bodaing Carsrgrusr re 7 Me Splohn Engineer lar any bx+rkikV Atf cafstaliaed seams axe as defieted et TP! i. Copyyrsgfxt 0 ZI14 Prothold, 0 Engaruteni rg, ilt,.C, (00. .. Reprodubben of its& dornonert m any for nl M eioterro8d Watiout eashen Sofau abb note h'rOrithlorej Um EM City IE'ly I plan 1 QU84 Holtow 16 1 7,600s Oct 3 2013 MiT ID RXeE:Y1oOm 1i7wOj4YgSzgTAN i 3x4 ,-= 2 18 9 NOTES- 1) considereddesign, 2) Plates checked for a plus of minus 0 degree « studs3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face of securely braced against lateral movement (Le, diagonal web), 5) Gable oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 3 and 347 Iti uplift at joint 4, 7) This truss is designed in accordance with 0International Residential ode sections R502A 1A and R50w t. t ., 0,2 and referenced standard ANSVTPI 1. 8) This truss has been designed for a total drag load of 350 pif. Lumber DOL=(1,33) Plate grip DOL=(1,33) Connect truss to resist drag loads along rl t! 4♦ to 350,0 i., 'Semi-rigid 4 :i heels' Member end fixity model4 in the analysis and design attached10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be to walls at their outer ends or restrained by other wne' im - rlaasa mrcirotugnry revaaw 4h@ "f; ustdma ne Ankrw. gemanf 01 PraBurkP 5tansiaaA Terms krr Manutadweei Rrod¢Fa s"farm Vet% design pe rar ehus and egad motes ou this Truss Desgn Draweng it�Ji'1} artQ the r14u# tiei9teteee S""trklGi (r@V. 11-94f befo t U", iifi n othidefise stated on Ire Tux}, need Wee Gran rfor pubis shah be Mad yer fts, DO to be viffid Asa Teary Delo n r'.P#�iVtw n 6 rS'n, pifoatty EVI{bseest, the sada# on any TDCt represents an aomptance of the ixofmiyonal erg me rep iespczrrsdtM#y Par rhe design o€the singer Tntsa derasted on the TDO onty, under TRI 1 The dayepn assun neons, 6oadrrgg oiffxMions. Wdaiwl#y, and use at this Truss Air any Suadarg cs it* reepcarautaa#ty of the Dsmsr, Xtra tlxawPa a«XFi'srrxee3 sunt os the BuWwq D nes M site cxiraleat of the SRC, the ERC, the tasral bufkEng code and TPI 1 The approver of the TDO and any heW use eat the Truss, mdudvq hardmg, stawe, inoMeMern and bating aha# be Cine r Ftonn+ iNy at the Ruikeug Designer ars9 CorrVautr e. AM oxo#es aet rats ua Fre 7C1C7 ami me psaacAcas and gtedyhues of Rufkhng Camtmnent Safety hiformaiion (BCV) pubashed by TPI and $$CA are rcrtereFtopd tar gonerat gueeinre TPI T defines the refeseni #adma and shuns%Other Truss Dews', Tiuse Cicsipn EPVvssw and Truss evinuranturet, eniesa a@nen ase defined by a Counsel atitseed upon res -tog by a# partes orx'diued. The Truss Design E mereer is NOT the BeigifirV r*,sgrw a 'Trues System Eng#neer Tar any fx 04reg, Ali CaPgau red terms we as w dernerd in TPP t. �, f, .1''" Copyrot 0x#.}14 Purlyrotdfbi Ee�neenny, LIC, 10,J3. R.KoJuctusn of this document, in any rorrtt, is prahieded vathout ,,yaen peFmmsson from PuAb ao-DrJ. 30 " 1x3 i€ ._..:._...,---- ...,,._...__..._,_,.,_. ..................I PtqtqQ f`^f LOADING (psh SPACING- 2-0.0 CSI. OEFL. in (toe) Wait Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) nta We 999 MT20 197/144 TCDL 10,0 Lumber DOL 1,00 BC 0.10 Vert(TL) nta nla 999 BCLL 00 Rep Stresslncr YES WB 014 Horz(TL) 000 3 nia n1a SCOL 50 Code iRC20121TP12007 (Matrix) Weight 8 l FT=O%F 0%E LUMBER• BRACING- TOP CHORD 2x4 SPF No,2(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-6 oc pur9ins, except SGT CHORD 2x4 SPF No,2(fiat) end veriicals. BS 2x4 SPF No, 2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, REACTIONS, (lb/size) 3=8711-8.6 (min. 0-1-8),4-87/1-8-6 (miss, 0.1.8) Max Uphft3=-347(LC 7), 4=- 7(LC 6) Max Grav3=388(LC 4), 4=388(LC 5) FORCES. (lb) - Max. Comp.lMax. Tan. - Ail forces 250 (ib) or less except when shown. TOP CHORD 2-3-380/355,1-2-495/495 BOT CHORD -4=-4951495 BS 2-4=660/660 NOTES- 1) considereddesign, 2) Plates checked for a plus of minus 0 degree « studs3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face of securely braced against lateral movement (Le, diagonal web), 5) Gable oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 3 and 347 Iti uplift at joint 4, 7) This truss is designed in accordance with 0International Residential ode sections R502A 1A and R50w t. t ., 0,2 and referenced standard ANSVTPI 1. 8) This truss has been designed for a total drag load of 350 pif. Lumber DOL=(1,33) Plate grip DOL=(1,33) Connect truss to resist drag loads along rl t! 4♦ to 350,0 i., 'Semi-rigid 4 :i heels' Member end fixity model4 in the analysis and design attached10) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be to walls at their outer ends or restrained by other wne' im - rlaasa mrcirotugnry revaaw 4h@ "f; ustdma ne Ankrw. gemanf 01 PraBurkP 5tansiaaA Terms krr Manutadweei Rrod¢Fa s"farm Vet% design pe rar ehus and egad motes ou this Truss Desgn Draweng it�Ji'1} artQ the r14u# tiei9teteee S""trklGi (r@V. 11-94f befo t U", iifi n othidefise stated on Ire Tux}, need Wee Gran rfor pubis shah be Mad yer fts, DO to be viffid Asa Teary Delo n r'.P#�iVtw n 6 rS'n, pifoatty EVI{bseest, the sada# on any TDCt represents an aomptance of the ixofmiyonal erg me rep iespczrrsdtM#y Par rhe design o€the singer Tntsa derasted on the TDO onty, under TRI 1 The dayepn assun neons, 6oadrrgg oiffxMions. Wdaiwl#y, and use at this Truss Air any Suadarg cs it* reepcarautaa#ty of the Dsmsr, Xtra tlxawPa a«XFi'srrxee3 sunt os the BuWwq D nes M site cxiraleat of the SRC, the ERC, the tasral bufkEng code and TPI 1 The approver of the TDO and any heW use eat the Truss, mdudvq hardmg, stawe, inoMeMern and bating aha# be Cine r Ftonn+ iNy at the Ruikeug Designer ars9 CorrVautr e. AM oxo#es aet rats ua Fre 7C1C7 ami me psaacAcas and gtedyhues of Rufkhng Camtmnent Safety hiformaiion (BCV) pubashed by TPI and $$CA are rcrtereFtopd tar gonerat gueeinre TPI T defines the refeseni #adma and shuns%Other Truss Dews', Tiuse Cicsipn EPVvssw and Truss evinuranturet, eniesa a@nen ase defined by a Counsel atitseed upon res -tog by a# partes orx'diued. The Truss Design E mereer is NOT the BeigifirV r*,sgrw a 'Trues System Eng#neer Tar any fx 04reg, Ali CaPgau red terms we as w dernerd in TPP t. �, f, .1''" Copyrot 0x#.}14 Purlyrotdfbi Ee�neenny, LIC, 10,J3. R.KoJuctusn of this document, in any rorrtt, is prahieded vathout ,,yaen peFmmsson from PuAb ao-DrJ. OCTOBER 1, 2006 2 PLY FLOOR TRUSS CONNECTION DETAIL ST-2PL.Y SCREW Pogo 1 of 1 REFER i76; INDIVIDUAL TRUSS DESIGN ff=PLATE 1Z AND LUMBER GR C3 SI PSON SDS1/4x6 or USP WS6 SCREWS MAX CONCENTRATED LOAD MAX,UNIFORM LOAD AS PER CHARTBELOW AS PER CHART BELOW a • 7 SCRE IN TOP CHORD a 4"' ox, • SCREWS IN VERTICAL WEB @ 4` o,c, ° TOP CHORD SCREW SPACENG PER CHART BELOW AND 4" END DISTANCE "TRUSS MAX. CONC LOAD (LBS) PER VERTICAL TOP CHORD MAX GIRDER LOAD ALONG TOP SCREW CHORD (PLF) DEPTH SPACING SYP or DF SPF or HF SYP or DF SPF or HF 0-9-4 3220 2450 0-4-0 1380 1054 1-0-0 3220 2450 0-66-0 920 700 1-2-0 3680 2800 0-10-0 552 420 1-4-0 3680 2800 1-0-0 460 350 1`6-0 4140 3150 1„4-0 344 262 1-8-0 4140 3150 1.6-0 306 232 1-10.0 4600 3500 1-8-0 276 210 2-0-0 4600 3500 2'0"0 230 174 0-3.8 4-3.9 HEADS CAN BE COUNTERSUNK FLUSH WITH SURFACE OF THE LUMBER. DISTANCE 2) GAP BETWEEN TRUSS PLY's SHALL NOT EXCEED 1/8" 3) SCREW HEADS CONCENTRATED4) PRE DRILL ANY SCREW THAT GOES THROUGH A PLATE 5) SCREW$ SHALL NOT BE INSTALLED IN AREAS WHERE LUMBER WANE EXCEEDS 114” LOADS TO BE APPLIED AT TRUSS PANEL POINT • TO 3- TO AVOID OTHER HARDWARE OR LUMBER DEFECTS. 8) SHEATHING SHALL BE MECHANICALLY ATTACHED TO EACH TRUSS TOP CHORD WTH FASTENERS AT 12- O,C MAX., t 14 YdARNIP}C; •Pte s thxrrsataghip review the °'CuatDPneY"s Acicaectiat9 , men4 of ProSutki StandarvS Temxs for A#antirattxrced Peodnc "form Vedap des h ruuaa'xaWeesa and read notes on this TeUag D� r iV (TDCh aro the 0fJ Refyiehire Shoot (ron, 11-14} G�fore tree L?rNeen othervnse uaared on the i DD, only Mitek connector ptates ehait fie cved for dhss Too to or, ruled. As a Truss Desagn Elston rr o e Spic ErSgreaeer), the seat on any TDD tepr rsttc:sra accefstarrce o1 khe pfofessao+ta3 etrgaraeerdrag ae itsiAty Ya' The dasagn of tare Truss daWciest im the TDD area, under Tfri i. The desk , asaump4aues, foacii e; or ndr4ons, eatE.ataii'stiv and use oittds 7rtxss rtx anp Baaatduag r& #net taasrxunaantayf oT the Qv4rerse, #aa C9w5a°f`5 auH9rnrLesY nT or the Burk!'ta Den`agtees, mr Ver, cweaat of The IRC, the t8C, the Eocmi banding done and TM i The a at of the TDD and anp frettl use of Rloe Truss, aeehx3arag h t+s9fvrag, storage. irsiatlakyoo Arad braakarg. shad tae Rk�e resiaoaesabiaPy oT the SuMmi; Desgivif and Contractor. As notes set out in the TOO and the practto and gutle sitmi of 0uMud; Comporwrd Safety Rnfgtreatutn {SCStp pbyribird by TP# aref $SCA are referenced for gge.torat gustance TPi 5 defines the tespoteadukfies areal dA*s of the Thrix Designer, Tnmy Destgn Etfifioier acre Truss Marnufa finer. urr#ose othn derrned by a Contract agtee d upon e atIng by ae ponies are ed The Truss Design Erinneer ks NOT the t4uWh9 D " oer of truss Splare Eragkneer Ilk W any buildrug. Al! daoitarred terms are sn dekaed m Y of i. EMINWRINOLLC CopylghtO2Ol4PfoSuI id,t%rJ EW,n",NM LLC pDPJf Reprodritdexa otthis siocumeatT, In any fohn, is fixov bited Without veden per erofion hom Prot#werf-DrJ. 0* -0 To X -6:3 Roe ?3 z C�� 01 M A, gI.- Sa _ � 3A KL,93:& e 0 > i2 5 RC—M7- 0 c a - .v HS 0 a ;10 V % a On HH '4 Z cf M3 55v'arw8 -n SMS 0- to _,ff�ogza. 03 0 v 'S C" g R,.�-,.M 1-2 ��=9.ao%R 9 110" RH uga R� Pags . G &Z m .5 - SH ff9 ;a 0 gwsg�,5i . 10-4--w C53,w—:,Lr, 21p4g gm..49�0-4@ag 9 6 (D .0 a w, �-,3, F) 5.2 0 q �v I j % -n 5'C'm 0 -5. .A 0- 0 HM, R' C-. "Zo Z -0 Cr 0�2 !a H jjr FF _4 i >14� --1 :7,2 z 'k zol a 8 - 1 5� 3 m ;0 14 0 g &I SL 0, CL'q 3 9 3 �, a 5, C) -1 5, ORO 5, 0- Ra- 0= 9-0- , ROT, 8 c - , 9 U. Lk 8 a 3 WSw- RIM' 5- 0 0 20, 5 pa 15 9 91p, 8 a 47 ?"go RX z 50,90 aj; 1> 42 PRW�o > C a- (I mk� w w al, t =' 1i I H 9 R L2 . 'S 0 0 c m I � a- H _310� -4 a az a Ct 2 9.0 ZoR gog 52 - M JI'z R MPwwc --g-5090 65 0":4 5,.-, a g Z 0 -o 6, oko S 1 5 o 19 9 1 4 me 93 .,R I i it 0, Lx"yy PO a � 0 - 6- 4 * , 9, '91 Q . e 2, .. "a 9N - S 0- 0 aq F, 0 a 3 8 IF Z -4 a 'o F 84F Ram's m 0 CD W K 10`anV gig t a 0 '(D 0 j , 0 rMl. 814 V 92, W .2- (D a.: k a a 3� 02, 2 ave SHE, Ross, 9594' -.4 i � 2 , N. 0 it - CL c. c x aa, RZ am, 4 5 0,S0 ,S0 65 2' Um B fi, - a> ;c ffia am .4 :r _5 V FVZ t 9, F 9 Kqznw� g ag 3 P jgaRk n 60 Z!f ale r,�pag- rm 'Sk 9<990 al - -, o Oo 9 ty &j ag 511; R-0 w gEM a Z 9 w H 551, 1511 a g'.o 'a 5, � r 10 03 - , 3 i_. am a 90M 0, 6S, - j cx H08 5 o 1, C, 0, M I . �*' - 8 �� omf2-Ki. o=N3 j.3 c , 9, O_ � -4 � n 'R"i N xl� . �,4fflgij 'a 9a Him URSC, 5? 1 fl -7 as 0 H U 0- I .; 1 4 vP gad 5!; TS 0a ai -a (D nab ! 00 k CDw Ts Ug"aNa r�r -0 I -E 0> tp .40 'TMJ g- m W (n Fit cr,to -4N Col (v c) .go 99 0 5k R Wm Mo. '0 a P _45 aq Bidcr Ro - a :A 0. ii ff a g-=� i 5 ;. 41 ,.R S i . H OR -'.0 cr 0`waS ga 0 .5 6 ED CL'maW 84 Uafl, 3- is a'a k TW m6 8 9 0 C)o (n M C SN " . f - , 9! STW 3 Am zo 0 OWA 18 0- gal g, R z6 0 38 5' Is 0 0 ga T I nflxu�� 9 C') 54 : b 0 m 2 4,1, ;D y -4 to c z m C) tzn 7t > < -7-4 m 0 o, - 4 -2 0—M CUM Z> cr M ,q: 3 m ID M 04 06 > Z 0) MA > X 0 In m X z 0 nflxu�� 9 3X40 Quail Ct Lot 4 Plan I HVAC Load Calculations for Creekside Communities 7901 E Beileview Ave, Suite 250 Englwood, CO 80011 Prepared By: Steve Bartunek B&B Heating And Air Conditioning Inc. 4892 Marshall St Wheat Ridge, CO. 80023 303A23-7905 Thursday, July 09, 2015 Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per ACOA Manual J 8th Edition, Version 2, and ACOA Manual D. ---------- w, 777,77-77_7 . ..... PP -------- Project Title: 3440 Quail Ct Lot 4 Plan 1 Designed B'y� M-A Architects Project Date:7-9-2015 Client Name: Creekside Communities Client Address, 7901 E Belleview Ave, Suite 250 Client City: Englwood, CO 80011 Client Phone: 303-449-8689 Client E-Mail Address: dcemiglia@creeksidecommunities.com Company Name: B&B Heating And Air Conditioning Inc. Company Representative: Steve Bartunek Company Address: 4892 Marshall St Company City: Wheat Ridge, CO, 80023 Company Phone: 303-423-7905 Company Fax: 303431-6523 Company E-Mail Address: steve@bbheating.com Company Website: www.bbheating.com Reference City: Denver, Colorado Building Orientation: Front door faces South Daily Temperature Range, High Latitude: 39 Degrees Elevation, 0 ft. Altitude Factor: 1,000 Outdoor Outdoor Outdoor Indoor Indoor Grains W9LBUb RgLBM RgLHUM D-"Wb Diffff-elm Winter- 1 021 n/a 30% 70 28.07 Summer: 94 59 8% 50% 75 -46 Total Building Supply CFM: 1,611 CFM Per Square ft,: 0,348 Square ft. of Room Area., 4,636 Square ft, Per Ton: 1,177 Volume (W) of Cond. Space: 41,732 Total Heating Required Including Ventilation Air: 66,171 Btuh 66,171 MBH Total Sensible Gain: 35,446 Btuh 99 % Total Latent Gain: 391 Btuh I % Total Cooling Required Including Ventilation Air: 35,837 Btuh 2,99 Tons (Based On Sensible + Latent) 194 Tons (Based On 75% Sensible Capacity) Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition, Version 2, and RCCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. . ......... ... ------ C:\Program Files\Elite\Rhvac %Projectsl—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM . .. . .. . ........... ..... ......... ... Winter: 1 021 77% 30% 70 25,07 Summer: 94 59 8% 50% 75 -45,87 EMMA& Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0,1000 in.wg./100 ft, 01000 in.wg./I 00 ft, Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in, zoriter 5mmmw Infiltration Specified: 0.209 AC/hr 0,100 AC/hr 145 CFM 70 CFM Infiltration Actual: 0.209 AC/hr 0.100 AC/hr Above Grade Volume: X-AIZU Cu.ft. X--4J-M Cu.ft, 8,709 Cu,ft./hr 4,173 Cu.ft./hr X-Qkl-QZ X-D&M Total Building Infiltration: 145 CFM 70 CFM Total Building Ventilation: 0 CFM 0 CFM --- System I -- Infiltration & Ventilation Sensible Gain Multiplier- 20,90 = (1, 10 X 1 000 X 19.00 Summer Temp. Difference) Infiltration & Ventilabon Latent Gain Multiplier: -31A9 = (OZ8 X 1.00OX-45.87 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier, 7590 = (1,10 X 1.000 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.190 AC/hr (132 CFM), Construction: Semi -Tight, Fireplaces: 1, 13 CFM, Semi -Tight Summer Infiltration Specified: 0,100 AC/hr (70 CFM), Construction: Semi -Tight or Minimum Maximum Rough, I DesotnSP� Duct DuctSource Htg Cig Act DuctDuct ~Room Narne Velocity Velobty� Factof U1W Loss' Velodty� Lengthsystem ISupply RunoutsZone I1-Game/Rec Built -In 450 750 0 0.1 6113 119 250 3_52 -Theater Built-in 450 750 0 01 4603 24 63 1_53-cravvispace Built-in 450 760 0 01 385.1 167 34 144-Mechtstoraqe Built -In 450 750 0 0A 2341 42 20 1 -45 -Bedroom 4 Built-in 450 750 0 0.1 603,6 4 53 1_46 -Bath 3 Built-in 450 750 0 O'l 123.5 7 11 1-47 -Bedroom 3 Built-in 450 750 0 0.1 394,6 41 34 1-48 -Master Bedroom Built-in 450 750 0 01 546.8 69 149 2-59 -Master Bath Built-in 450 750 0 0.1 477,5 36 94 1-61 O -Study Built-in 450 750 0 0.1 592.4 9 162 2-5I I -Guest Bath Built-in 450 750 0 0A 397A 18 35 1-412 -Guest Bed Built-in 450 750 0 0.1 516.5 47 70 1_513 -Foyer Built-in 450 750 0 01 379,5 25 33 1-414 -Dinning Built -In 450 750 0 01 6446 47 88 1 -515 -Great Room Built-in 450 750 0 0.1 679A 46 79 1_516 -Nook Built-in 450 750 0 01 529,9 52 104 1 -617 -Kitchen Built -In 450 750 0 0A 602 11 236 2-618 -Laundry Built-in 450 750 0 01 531.2 37 72 1_519 -Powder Room Built-in 450 750 0 01 273,3 0 24 1-4Other Ducts in System ISupply Main Trunk Built -In 650 900 0 01 872.2 85911M 1611 1019 ... . .. ... .......... .............. .......... ........ ------- -- TTotal:, Loads -----_----- ------ -- - - ----- 4A-6-o: Glazing -Double pane low -e (e = 0.20 or less), 546,5 12,445 0 13,382 13,382 high performance, operable window, e=0.05 on surface 2, any frame, u -value 0,33, SHGC 0,33 11J: Door -Metal - Fiberglass Core 46 1,905 0 690 690 12F-0sw: Wall -Frame, R-21 insulation in 2 x 6 stud 4671.6 20,954 0 4,342 4,342 cavity, no board insulation, siding finish, wood studs 16B-38: Roof/Ceiling-Under Attic with Insulation on Attic 2607,6 4,679 0 3,322 3,322 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-38 insulation 21A-20: Floor -Basement, Concrete slab, any thickness, 2 2066.9 3,851 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20' wide dirt floor: Floor -Basement, Custom, 10 mil poly 237.8 8,548 0 0 0 Subtotals for structure: 52,382 0 21,736 21,736 People., 4 800 920 1,720 Equipment: 1,760 8,920 10,680 Lighting, 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 145, Summer CFM: 70 11,019 -2,169 1,457 -712 Ventilation: Winter CFM', 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 7.55 gal/day: 2,770 0 0 0 AFD Excursion: 0 0 2,413 2,413 Total Building Load Totals: 66,171 391 35,446 35,837 Total Building Supply CFM: 1,611 CFM Per Square ft.: 0,348 Square ft. of Room Area: 4,636 Square ft, Per Ton: 1,177 Volume (ft3) of Cond. Space: 41,732 Total Heating Required Including Ventilation Air: 66,171 Btuh 66.171 MBH Total Sensible Gain- 35,446 Btuh 99 % Total Latent Gain: 391 Btuh I % Total Cooling Required Including Ventilation Air: 35,837 Btuh 2,99 Tons (Based On Sensible + Latent) 194 Tons (Based On 75% Sensible Capacity) Rhvac is an ACOA approved Manual J and Manual D computer program. Calculations are performed per RCCA Manual J 8th Edition, Version 2, and RCCA Manual D. All computed results are estimates as building use and weather may vary, Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. CAProgram Files\Elite\Rhvac 9XProjects\-UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM i 1 Detailed o Rom Loads - Room I - GamelRec L ----- -- ------ Load Prope!q�, Ty Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 9442 ft. System Number: I Room Width: 1.0 ft. Zone Number: I Area: 944.0 s%ft. Supply Air: 250 CFM Ceiling Height* 9,0 ft. Supply Air Changes: 1.8 AC/hr Volume 8,498.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 83 CFM Percent of Supply,- 0 % Runout Duct Size: 5 in. Actual Summer Vent., 0 CFM Runout Air Velocity: 612 ft./min, Percent of Supply: 0 % Runout Air Velocity, Actual Loss-, 612 Umin, Actual Winter Infil., 0 308 in 11 00 ft Actual Summer Infil.: 23 11 CFM CFM N -Wall-12F-0sw 15.4 X 10 1242 0,065 4.5 557 0.9 0 115 E -Wall- 12F-Osw 11.8 X 10 118.1 0.065 4.5 530 0.9 0 110 N -Wall- I 2F-Osw 20.7 X 10 206.7 0,065 4.5 927 0.9 0 192 W -Wall-12F-Ow 141 X 10 IIIA 0.065 4.5 498 0,9 0 103 1 N -Wall-12F-0sw 2 X 10 193 0.065 4.5 88 0.9 0 18 W -Wall-1 2F-Osw 18 X 10 150.5 0.065 4.5 675 0.9 0 140 N -GIs-4A-6-o shgc-0. 33 100%S 30 0.330 22.8 683 123 0 331 W -GIs-4A-6-o shgc-0.33 O%S 30 0,330 22.8 683 37.5 0 1,124 I W -GIs-4A-6-o shgc-0,33 O%S 30 0.330 22.8 683 37,5 0 1,124 Floor -21A-20 I X 9442 944,2 0.027 1.9 1,759 0.0 0 0 Subtotals for Structure: 7,083 0 3,307 Infil.: Win.. 22.6, Sum,: 10,8 820 2,093 1,717 0.277 -338 227 A Excursion: 375 Equipment, 0 1,596 Room Totals: 8,800 -338 5,505 I Stereo 375 0 100 100 375 0 E Color television 683 0 100 100 683 0 i Computer and monitor 1536 0 35 100 538 0 Total 1596 0 C:\Program Files\Elite\Rhvae 9kProjects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM . ...... . ........ . ...... ... ........ .... .... . ....... -------- ---- - ----- ------------ ------ -- - – ------ Detailed Room Loads - Room 2 - Theater_f -- -------- _aq Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 14.1 ft, System Number, 1 Room Width: 19.0 ft. Zone Number: 1 Area: 269.0 sq.ft. Supply Air: 63 CFM Ceiling Height: 9.0 ft, Supply Air Changes: lk AC/hr Volume: 2,417.0 cu.ft. Req, Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 461 ft./min. Percent of Supply: 0 % Runout Air Velocity: 461 ft./min. Actual Winter lnftl,: 5 CFM Actual Loss: 0,176 in.wg./100 ft, Actual Summer Infil.: 3 CFM W -Wall- 1 2F-Osw 19 X 10 1903 0.065 4,5 853 0.9 0 177 Floor-21A-20 1 X 266.5 266.5 0.027 1.9 500 0,0 0 0 Subtotals for Structure: 1,353 0 177 Infill: Win,: 512, Sum,: 2.5 190 2.091 398 0,279 -78 53 AEC? Excursion: 94 Equipment,- 0 1,058 Room Totals: 1,751 -78 1,382 Color television 683 0 100 100 683 Stereo 375 0 100 100 375 0 Total 1058 0 . ..... ... ........ . — – ---------- ----- C:kProgram FileskElite\Rhvac 9kProjects\–U5lTTLO,rh9 Thursday, July 09, 2015, 122 PM [Detailed Room Loads - Room 3 - Cra a yprpg Load PirocedvW, 19,4 0.065 4.5 87 Calculation Mode: Htg. & c1g. 0,065 Occurrences: I E -Wall-12F-Osw 16.1 X 10 Room Length: 237.8 ft. System Number: I 114.3 Room Width: 1'0 ft. Zone Number: 1 0.065 Area: 238.0 q.ft. Supply Air: 34 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0,9 AC/hr Volume: 2,140.0 cu.ft. Req, Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Runout Air: 34 CFM Percent of Supply., 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 385 ft./min. Percent of Supply: 0 % Runout Air Velocity: 385 ft./min. Actual Winter Infil. 16 CFM Actual Loss: 0,169 in wg ./100 ft. Actual Summer lnfil,: 8 CFM E -Wall-121"-Osw 1.9 X 10 19,4 0.065 4.5 87 S -Wall-12F-Osw 6.2 X 10 62.3 0,065 4.5 279 E -Wall-12F-Osw 16.1 X 10 1611 0.065 4,5 723 S -Wall-12 -Os 11 A X 10 114.3 0.065 4.5 513 W -Wa11-12F-Osw 12.2 X 10 122.3 0.065 4.5 549 S -Wall- 12 F-Osw 3.3 X 10 313 0,065 4,5 149 W -Wall- I 2F-Osw 5,8 X 10 58.1 0.065 4.5 261 Floor -dirt floor I X 237,8 237.8 0,521 35.9 8,548 Subtotals for Structure: 11,109 Infil., Win,: 15.7, Sum.: 7.5 571 2.094 1,195 AFC} Excursion: Room Totals'- 12,304 0,9 0 18 0.9 0 58 0.9 0 150 0,9 0 106 0.9 0 114 0,9 0 31 0.9 0 54 U 0 0 0 531 0.277 -235 158 50 -235 739 C:\Program Files\Elite\Rhvac 9\Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM ------ I-Detailed Room Leads 4hIstor C CS I r Calc r i$ Calculation Mode. htg. & clg. Occurrences. 1 Room Length: 447.4 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 I Area: 447.0 sq.ft. Supply Air: 20 CFM Ceiling height: 9,0 ft. Supply Air Changes: 0,3 AC/hr Volume: 4,027.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 20 CFM Percent of Supply.: 0 % Runout Duct Size, 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity, 234 ft./min. Percent of Supply: 0 % Runout Air Velocity: 234 ft./min. Actual Winter Infil.: 10 CFM Actual Loss 0 064 in wg /100 ft Actual Summer Infil 5 CFM 1 1311,31. t 1.1 1 1ti� .1 1 �;l 1 1 1 i 3� 1 :t Y pit 1 1t tt `til tid 1 ti litRwt au,.�,x...,.�....,w1. .,.a.w,�.uw.,.�.w F t t ti� .. w � t � �: t tit i 1 � t t ' i .�..,.:4vwv.�..,.a.�:k.�.;w. 't..,uu�,,,.�«...,,,�., ..,t .w,..;t�• >-...tet, ,�.~I,w,,„�,i�� iw.aC��`1,..u.- ., �'�.a..a„:auw,,.a.,�s t t tt. tt tt ll 11 11 W;� ,�,us:.,�a..�:,�..�,,:,�.z,�, (E -Wall-12F-Osw 18.7 X 10 187 0.065 4.6 839 0,9 0 174 } S -Wall-12F-0sw 16.1 X 10 160.8 0.066 4.5 721 0.9 0 140 Floor -21A-20 1 X 447.4 447.4 0.027 1.9 834 0.0_ 0 0 } Subtotals for Structure: 2,394 0 323 Infel.: Win.: 9.6, Sum.: 4.6 348 2.093 728 0.276 -143 96 AEC) Excursion: 31_ Room Totals. 3,122 -143 450 C:\Program FilestFlite\Rhuac 9tProjects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 P C:\Program File iFlite\Rhvac 9\Projects\-UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM Detailed RoomLoads Room 4 Load 1 {( t a .w.:6Ya,„ v.,,...,.....;,.,w..... ....:... ..�,....».:«.t _-Bedroom .nryprp ,w,;,..a.... ,.,..�..,»:w. ......,.,.. La,,,.vwat, a.�.w,;,...rw a..,:,w>n,uwy.,u.,.. ,.,.,,..w .A,-.,x,.,�..A,,.,.»......:...�... .,....,s.»,,,....,.,«„.« w„.�., .,., w•.., Calculation Mode: Htg. & clg. Occurrences: Room Length: 144.5 ft. System Number: 1 Room Width: 1.0 ft. Zane Number: 1 Area: 144.0 sq.ft, Supply Air: 53 CFM Ceiling height: 9.0 ft. Supply Air Changes: 2,4 AClhr ' Volume: 1,300.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM E E Runout Air: 53 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. ;Actual Summer Vent.: 0 CFM a Runout Air Velocity: 604 ft./min. Percent of Supply: 0 °, Runout Air Velocity: 694 ft./min, Actual Winter Infil.: 8 CFM Actual twos 0.410 in wg t100 ft Actual Summer Infil 4 CFM lt\ i,-.-„l �} 1 1 t,l t tit } ,,.t i a� t {}.. Y \t t..;it t tt t t `• { - tic}.,'�}Yaa U,,S,.,�. } :. t t} a,t t t.. `t li litt.:. i` \ s n t, tt 11 sF 1t tl i:. t,,;. 1 t'•t} tll}.., t ..M:a...w,a„ ww,;:}>•e,,.�iwulµ...w.,:., w.�uw. t.tl� �i„....,. ,,ti3 la ic�'. 11 .,,?,. ;.wl;'` �� .' , r, „*,«,u ,w., �;,;=a ,�a,..�,...,,1sl;ati: ,,.,.�`a�..u.!.,,„„t, �,:� ,:.,11 ti t.:, 11 ��,. .�aa a , v!,t..:..,:.{w.�..a.a:,:,�. � t: F -Wall-12F-Osw 11.8 X 10 98.1 0.065 4.5 440 0,9 0 91' S -Wall-12F-Osw 8.2 X 10 82 0.065 4.5 368 0.9 0 76 1 i W-Wall-12F-Os 3.3 X 10 33 0.065 4.5 148 0.9 0 31 I S -Wall-12F-Osw 5,6 X 10 55.8 0,065 4,5 250 0.9 0 52 i F -CIS-4A-6-o shge-0.33 O%S 20 0.330 22.8 455 37.5 0 750 Floor-21A-20 1 X 144.4 144.4 0.027 1.9 269 0,0_ 0 0_ I Subtotals for Structure: 1,930 0 1,000 E Infil.. Win.. 8.0, Sum.: 3.8 289 2.094 605 0.277-119 80 ? AFi3 Excursion: 79_ { Room Totals. }t Y 1 t 1 i { fji f {.. __...�..... ... ........_..., ..... _.e,..„.,„,. ....».. ., ..., ,. „.,;,,, 2,535 ,, .m,4.., .., e ..,. ,,..., <w,.,.,,.. _..,..._._.. ...__,.....�.......,. _._._,.,,.�.. ..._,....„._ .._.. ._....._.. 119 1,159 # I S { 4 } j{ i 4 ma ....,.. ,g _,., ., ..,. ...w.„.,.. , ......,,......,,,m,..... C:\Program File iFlite\Rhvac 9\Projects\-UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM Calculation Mode: Htg, & cig. Occurrences: Room Length: 13.8 ft. System Number: 1 Room Width: 5.9 ft, Zone Number: 1 Area: 81.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.9 AC/hr i [ Volume: 733,0 cu.ft. Req. dent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % ; Runout Duct Size: 4 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 124 ft./min. Percent of Supply: 0 % # V Runout Air Velocity. 124 ft./min. Actual Winter Infil.: 2 CFM Actual Loss 0.019 in wg /100 ft Actual Summer Infil 1 CFM , R l ., uymiiy `�T,: , K^.:. •m .,i , S2'9.::°CiSC^'^'nC;am to it i. lit t i:: t. 1. t i 110i"`lt \ ,tixG,,, .. u a l\�nau .,, •, y.{1.Cg1� ,`,.: a,,w �\�k,�, :,::, ua';`t..,.�.M.,,;l�.ew:.t»i�S�.,.,,�., -Wall-1F-0sw 5.9 X 10 59,1 0,065 4.5 265 0.9 0 55 Floor -21 A-20 1 X 81.4 81 A 0.027 1,9 152 0.0 0 0 i Subtotals for Structure: 417 0 55 3 Infil.: Win.: 1.6, Sum.: 0.8 59 2.098 124 0.271 `24 16 Ali J Excursion: 16 i Equipment: _ 150 _ 150 Room Totals: 541 126 237 hair Dryer_ 600 600 100 25 150 150 { Total 150 150 C:lPro ram Files\Elite\Rhvac 9\projects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM 1�Qetailed Room Loads -Room 7- Bedroom 3(Ayq q., Load Procedure Calculation Mode: Htg, & c1g. Occurrences: I Room Length, 180.9 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area, 181.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 9,0 ft, Supply Air Changes* 1.3 AC/hr Volume: 1,628.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Runout Air: 34 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 395 ft./ in. Percent of Supply: 0 % Runout Air Velocity'. 395 ft./min, Actual Winter lnfil,: 9 CFM Actual Loss: 0.177 in wg./l 00 ft. Actual Summer Infil.: 5 CFM N -Wall-12F-Osw 13.8 X 10 112.8 0.065 4,5 506 0.9 t 0 105 E -Wall-12F-Osw 13.1 X 10 131,2 0.065 4.5 588 0.9 0 122 W -Wall-12F-Ow 7.2 X 10 72 0.065 4.5 323 0.9 0 67 N -GIs-4A-6-o shgc-0. 33 100%S 25 0.330 22.8 569 121 0 318 Floor-21A-20 I X 180,9 180.9 0,027 1.9 337 0.0 0 0 Subtotals for Structure- 2,323 0 612 Infil.: Win.:9.4, Sum.: 4.5 341 2.094 714 0.276 -141 94 AE Excursion: 52 Room Totals« 3,037 -141 758 C:\Program FiIes\Elite\Rhvac 9\Prqjects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM ( m E �y , Load Prpcedq!�� Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length. 278.3 ft. System Number: 1 � Room Width: 1.0 ft. ,Zane Number: 1 I Area: 278.0 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr I Volume: 2,505.0 cu.ft. Req. Vent, Clg: 0 CFM I Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air, 75 CFM Percent of Supply.: 0 % # Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 547 ft./min. Percent of Supply: 0 % K Runout Air Velocity 547 ft /min Actual Winter Infil 12 CFM } Actual twos 0 247 in wg 1100 ft Actual Summer Infil 6 CFM ..s t -% N -Wall-12F-0sw 15.4 X 10 114.2 6.065 4.5 512 0,9 0 106 E -Wall-12F-0sw 11.8 X 10 103.1 0.065 4.5 462 0.9 0 96 E Vii-Wall-12F-Qsw 18 X 10 1%5 0.065 4,5 675 0.9 0 140 [ N -CIS-4A-6-0 Shgc-6.33 100%S 40 6.330 22.8 911 12.7 0 508 E -CSIs-4A-6-o shgc-0.33 O%S 15 0.330 22.8 342 37.5 0 562 W-GIs-4A-6-o shgc-0.33 O%S 15 0.330 22.8 342 37.5 0 562 W-GIs-4A-6-o s gc-0.33 O%S 15 0.330 22.8 342 37.5 0 562 i UP-Ceil-16-3 311.2 X 1 311,2 0.026 1.8 558 1.3_ 0 396 Subtotals for Structure: 4,144 0 2,932 lnfil.: Win.: 12.5, Sum.: 6.0 453 2.094 948 0.276 -187 125 i AED Excursion: 223 E Room Totals: i I S i 5,092 -187 3,280 i i E S i h t i i i C:\Program Files\Elite\Rhvac 9\Projects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM hairdryer 600 600 100 25 150 150 Total 150 150 C:\Program Files\Elite\Rhvac 9\Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM Calculation Mode: Htg, & c1g. Occurrences: I Room Length: 2903 ft. System Number: 1 Room Width: 1.0 ft, Zone Number: I Area: 291,0 sq,ft. Supply Air- 94 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 22 AC/hr Volume; 2,616,0 cu.ft. Req. Vent, CIg: 0 CFM Number of Registers: I Actual Winter Vent,: 0 CFM Runout Air: 94 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity- 477 ft./min. Percent of Supply: 0 % Runout Air Velocity: 477 ft./min. Actual Winter lnfil.,- 6 CFM Actual Loss: 0,146 in.wg./100 ft, Actual Summer Infil.: 3 CFM .. . ... . W -Wall-1 2F-Osw 19.7 X 10 166,9 6.065 4.5 749 0.9 0 155 W -GIs-4A-6-o shgc-0.33 O%S 30 0,330 218 683 37.5 0 1,124 UP-Ceil-1613-38 325 X 1 325 0.026 1.8 583 1.3 0 414 Subtotals for Structure: 2,105 0 1,712 Infil.: Win,: 6.0, Sum,: 2.9 217 2.093 454 0.277 -89 60 AED Excursion: 140 Equipment: 150 150 Room Totals: 2,559 61 2,062 hairdryer 600 600 100 25 150 150 Total 150 150 C:\Program Files\Elite\Rhvac 9\Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM I W -Wall- I 217-0sw 6.6 X 10 NW-Wall-12F-0sw 3. 1 X 10 SWUM MEAN" UP-Ceil- 16B-38 211,9 X I Subtotals for Structure: lnfil,: Wn.: 3.5, Sum.- 1.7 AED Excursion: Equipment: Room Totals, Calculation Mode: Htg. & c1g. 35.6 Occurrences: 1 0.065 Room Length: 189,5 k System Number: I 0.330 Room Width: 1.0 ft, Zone Number: I 26,9 Area: 189.0 sq.ft. Supply Air: 162 CFM Ceiling Height* 9.0 t Supply Air Changes: 57 AC/hr Volume: 1,705,0 cu.ft, Req, Vent, Clg- 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air* 81 CFM Percent of Supply.: 0 % Runout Duct Size- 5 in, Actual Summer Vent,: 0 CFM Runout Air Velocity: 592 ft./min, Percent of Supply: 0 % Runout Air Velocity: 592 ft./min, Actual Winter Infil.: 4 CFM Actual Loss: 0.289 in.wg ./100 t Actual Summer lnfil.: 2 CFM 21 0,065 35.6 0,065 21 0.065 10 0.330 30 0.330 10 0.330 211.9 0.026 gM 4.5 94 0,9 4.5 160 0.9 4.5 94 0.9 22.8 228 32,0 22.8 683 37.5 22.8 228 26,9 1.8 380 1,3 1,221 1,867 3,554 2.092 267 0274 am 0 20 0 33 0 20 0 320 0 1,124 0 269 0 270 0 2,056 -53 35 242 0 1,221 -53 3,554 Computer and monitor 1536 0 35 100 538 0 Color television 683 0 100 100 683 0 Total 1221 0 mmsm��� iiii Ism E - r C tafle t Fool Loads Room I Guest BathN:(Ayprp LSSA Proc r� Calculation Mode: Fite, & clg. Occurrences: I Room Length, 111.4 ft. System dumber: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 111.0 sq.ft, Supply Air: 35 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.1 AC/hr Volume: 1,003.0 cu,ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter hent.: 0 CFM Runout Air: 35 CFM Percent of Supply,: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 397 U in. Percent of Supply: 0 % i Runout Air Velocity: 397 ft./min. Actual Winter Ink: 4 CFM Actual toss 0,180 in wg 1100 ft Actual Summer Infil CFM 1 t t, ,_ •t t 1. , i 1, ti � a fE -Wall-12F-0sw 4.2 X 10 42.5 0.065 4.5 191 0,9 0 40 , -Wall-12-0sw 3.3 X 10 32.8 0.065 4.5 147 0.9 0 30 = W -Wall-1 F-0sw 7,6 X 10 69.5 0.065 4.5 312 0.9 0 65 i W -(FIs-4A-6-o shgc-0,33 O%S 6 0.330 22.8 137 37.5 0 225 UP- eil-16B-38124.6 X 1 124.6 0.026 1.8 224 13 0 159 Subtotals for Structure: 1,011 0 519 Infil.: Win.: 4.2, Sum.: 2.0 151 2.095 316 0.279 -62 42 1 Ate Excursion: 52 t Equipment: 150 _ _ 150 Room Totals: 1,327 88 763 tt?.., . . , 't...-n,a, ) n ,.s:..t�=� i i u,.t s 1 1 �..�.). d- Z�- ,x.. .a l t _.. t. cv •: u..,. r�"_ .i "¢c 1... a..1c 3 , t. i..t a. it .a _,\ jPitt i 1 t �. v,, n�..,. y l`i� t. s} t .�1�,. :1; t�lUt ..:li 3 ,, ,t 14 \•_.it., a x .,, til: "Ai , -}. , 1`l : t ,,it. hair dryer _ 600 600 100... 25 1.50 150 Total 150 150 I g i 1 C:iProgram Files\ElitetRhvac 91Projectsl--UNTT 0.rh9 'Thursday, July 09, 2015, 3:22 PM - --- ------- ---- -- I Detailed Room LoadsGuest &d�Myqrpgg, Load Pro cedy . . ....... . ..... - ------- Calculation Mode: Htg, & c1g, Occurrences: I Room Length: 139.4 ft. System Number: I Room Width: 1.0 ft, Zone Number: I Area: 139.0 sq.ft. Supply Air* 70 CFM Ceiling Height: 9,0 t Supply Air Changes: 3.4 AC/hr Volume: 1,255,0 cu.ft. Req, Vent, Cl: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM I Runout Air: 70 CFM Percent of Supply,: 0 % Runout Duct Size; 5 in. Actual Summer Vent,: 0 CFM Runout Air Velocity: 517 ft./min. Percent of Supply, 0 % Runout Air Velocity: 517 ft,/min. Actual Winter Infil.: 10 CFM Actual Loss: 0.220 in,wg,/l 00 ft. Actual Summer Infil.: 5 CFM g7 E -Wall-12F-Osw 12.1 X 10 121A 0.065 4.5 544 0.9 0 113 i S -Wall-12F-0sw 11,5 X 10 70.8 0.065 4,5 318 0,9 0 66 1 W-Wall-12F-0sw 12.1 X 10 121.4 0,065 4,5 544 O.9 0 113 i S -GIs-4A-6-o shgc-0.33 O%S 32 0.330 22.8 729 19.4 0 621 S -GIs-4A-6-o shgc-0.33 O%S 12 0,330 22,8 273 19.4 0 233 UP-Ceil-16B-38 155.9 X 1 155.9 0.026 1.8 280 1.3 0 199 Subtotals for Structure: 2,688 0 1,345 lnfil,: Win.: 9.9, Sum.: 4,7 358 2.092 748 0.277 -147 99 AEE Excursion: 105 Room Totals: 3,436 -147 1,549 C:\Program Files\Elite\Rhvac 9\Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM E -Wall-I 2F-Osw 2 X 10 19,7 0M5 4.5 88 0.9 0 18 S -Wall-12F-Osw 6.2 X 10 34.3 0,065 4.5 154 0.9 0 32 S -Door-11 J 3.5 X 8 28 OMO 41 A 1,159 15,0 0 420 UP -Cell -1613-38 146A X 1 146.4 0.026 1.8 263 1.3 0 186 Subtotals for Structure: 1,664 0 656 Infil.'- Win.- 2.3, Sum.: 1.1 82 2.098 172 0180 -34 2 3 D AEExcu'rsion: 50 Room Totals: 1,836 -34 729 CAProgram FileskEfite\Rhvac 9\Projects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM . ......... ...... ....... . ..... - ----- 111-Detailed Room Loads - Room 14 - Dinnin o -------- g Load Pr I Calculation Mode: Htg& c1g. Occurrences: I Room Length: 17.1 ft, System Number: I Room Width: 19,0 ft, Zone Number: 1 Area, 325.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 2,922.0 cu,ft, Req. Vent, CIg: 0 CFM Number of Registers: 1 Actual Winter Vent, 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in, Actual Summer Vent.: 0 CFM Runout Air Velocity: 645 ft./min. Percent of Supply, 0 % Runout Air Velocity: 645 Urnin, Actual Winter Infil.: 10 CFM Actual Loss: 0,341 in,wg./l 00 ft. Actual Summer Infil.: 5 CFM ......... .......... ;g w '-n ... . .. ". . . . . .. .... . E -Wall-12F-Osw 19 X 10 190.3 0.065 4.5 853 0.9 0 177 S -Wall-12F-Osw 17.1 X 10 146.6 0.065 4.5 658 0.9 0 136 S -GIs-4A-6-o shgc-0.33 O%S 24 0.330 22.8 546 19.4 0 466 UP-Ceil-16B-38 363 X 1 363 0.026 1,8 651 1.3 0 463 Subtotals for Structure: 2,708 0 1,242 Infil.: Win.: 10,0, Sum.: 4.8 361 2.092 755 0.277 -149 100 AED Excursion: 132 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,463 251 1,934 C:\Program Files\Elite\Rhvac 91Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM C:\program Flles\Elite\Rhvac 9iprojects\-UDTTLO.rh9 Thursday, July 09, 2015, 3:22 PM DetailedLoads coo Great o�4�r r Pr iL�rr t � Calculation Mode. Htg, & clg. Occurrences: 1 Room Length: 460.8 ft. System Dumber. 1 Room Width: 1.0 ft. done Dumber: 1 Area: 461.0 sq.ft. Supply Air: 79 CFM I Ceiling height: 9,0 ft, Supply Air Changes: 11 AC/hr ? Volume: 4,147,0 cu.ft. Req, Vent. Clg: 0 CFM ' Dumber of Registers: 1 Actual Winter Vent.: 0 CFM ' ? Runout Air: 79 CFM percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM I Runout Air Velocity: 579 ft./min. percent of Supply: 0 % Runout Air Velocity: 579 ft.tmin. Actual Winter Infil.: 6 CFM Actual Loss: 0276 In,g,1100 ft. Actual Summer Infil.: 3 CFM l t tti .t. tt } Yi it\t s, t ii it` 1 ti taS nY t } 1 tt itt tl. t ,tY : D -Wall-12F-0sw 20.8 X 10 147.8 0.065 4.5 663 0.9 O 137 D -GIs-4A-6-o shgc-0,33 100%S 12.5 0,330 22,8 285 12.7 0 159 # 1-GIs-4A-6-o shgc-0.33 100°ISS 36 0.330 22.8 820 12.7 0 457 D -GIs-4A-6-o shgc-0.33 1tits%S 12 0,330 22.8 273 12.7 0 152 Up-Ceil-1613-38 515.1 X 1 515.1 0.026 1.8 924 1,30 656 Subtotals for Structure: 2,965 0 1,561 Infil.: Win.: 5.7, Sum.: 2.8 208 2.093 436 0278 86 58 AED Excursion: 118 # Room Totals. 3,401 i i 1 I E -86 1,737 w f f I (1 { ............... �. .... . ..� „ ,,,..,. ,. ............ ... ................. ...........,. .... ,_....,...,� �............ ......... .... .�......_ .. ,. .,,......., f i i f E i .,.,.,..,. ,._ ,. ........ , ............, . �..�...,.._. C:\program Flles\Elite\Rhvac 9iprojects\-UDTTLO.rh9 Thursday, July 09, 2015, 3:22 PM .... ........ _..., _ ....._. ...._...._. ____ ,. _.... .,. ..._..__ _ _,., Qgtp# d Room Loads — Froom 16 Npo ypr Load Y S S Calculation Mode. Ntg. & clg. Occurrences. 1 I Room Length. 13.8 ft. System Number. 1 Room Width, 7.2 ft. Zone Number. 1 Area. 99.0 s.ft. Supply Air. 104 CFM Ceiling Height: 9.0 ft. Supply Air Changes. 7.0 AC/hr Volume: 895.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air; 104 CFM Percent of Supply.: 0 % E Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 530 ft,/min, Percent of Supply: 0 % Runout Air Velocity: 530 ft./min. Actual Winter lnfil.: 8 CFM Actual Loss: 0.180 In.wg.1100 ft. Actual Summer lnfil.: 4 CFM I N -Wall-1217 -Osier 13,8 X 10 89.8 0.065 4.5 403 0.9 0... 8 i iE -Wall- 1 2F-Osw 7,2 X 10 72.2 0.065 4.5 324 0.9 0 67 5 W -Wall-1217-Osw 7.2 X 10 24.2 0.065 4.5 109 0.9 0 2 � N -GIs -4A -6-o shgc-0,33 100%S 48 0.330 22.8 1,093 12.7 0 610 W -OIs-4A-6-o shgc-0.33 6%S 48 0.330 22.8 1,093 23.6 0 1,131 UP-Ceil-16S-38 111,2 X 1 111,2 0.026 _1.8 200 1.3_ 0 142 Subtotals for Structure: 3,222 0 2,055 Infil.: Win.; 7.8„ Surn.: 3.7 282 2.094 591 0.276 -116 78 { AEC+ Excursion: 156 j Room Totals: I I 4 3,813 -116 2,289 k I f I i i I F 4 yy 1 1 g� ............... »e ...... . ....................... ....... _-__._..__..-, - r i C:\Program Files\Elite\Rhvac 9\Projects\—UNTTLO,rh9 Thursday, July 09, 2015, 3:22 PM E Rfix R �'f�rrttat Yeh�bti"iN liFkt ,a�F C mm $ *%M,'att t �w y� C c� Room Loads Rxge Load Pour , Calculation Mode: 1-ttg.clg� tccurrences:� 1�.����_�w_.w� Room Length: 13.8 ft. System Number, 1 } Room Width: 8.5 ft. Zone Number: 1 Area: 118.0 sq.ft. Supply Air: 236 CFM f Ceiling !-eight: 9,0 ft. Supply Air Changes: 18,4 AC/hr 3 Volume: 1,058.0 cu.ft. Req. Vent. Clg,. 0 CFM ' Number of Registers;. 2 Actual Winter Vent.. 0 CFM Runout Air: 118 CFM Percent of Supply.. 0 % l Runout Duct Size: 6 in. Actual Summer Vent,: 0 CFM Runout Air Velocity. 602 Umin. Percent of Supply: 0 % Runout Air Velocity: 602 ft./min. Actual Winter lnfil.: 2 CFM Actual Loss 0.281 in.wg./100 ft, Actual Summer lnfil.: 1 CFM I E E Wall-12F-Osw 8.5 X 10 86.3 0,065 4.5 383 0.9 0 7 } UP-Cell-1613-38131AX 1 131.4 0.026 1,8 236 1.3 0 167 l Subtotals for Structure: 619 0 246 I lnfil.: Win.: 2.4, Sum.: 1.1 85 2.098 179 0.281 -35 24 AEC} Excursion: 354 x People: 200 lattper, 230 sen/per: 2 400 460 l Equipment: 1,310 4,117 Room Totals: 798 1,675 5„201 yy \ t t t tt aJt tvtaii ,1i a\t t 1.1 t tl. t ,va t t). i1 llta t l..R , v'1. 1 ,ttt }• r S� . .tau � i .t }. t �' .3U c?�. r l : �. t. 1�, `, lt- }...., t , )1. }., `tut. t. 1, ?, a Sy ` ;rs Sit ?•. } i , aY.z � tt ,,..., a:. 1. it1x -txi }.. t: -.1,. 1 \:. 1. S1 , >'•:u ,><, 1. n; ;i” Coffee maker -brewer 1331 71 100 25 333 179 Ps Cooking range no hood four 13311 7167 25 25 832 448 burners on high heat €Dishwasher 4096 1433 100 25 1024 358 I Microwave 4949 1732 75 25 928 325 ' Refrigerator or freezer - 16 1000 0 100 100 1000 0 cubic feet Total 4117 1310 3 g( I l } s ....... ..... ............ a ....,., __ ........... ........ ..... _...�, ..ww ,.. -__---- .._ ,,,_.. �......_ . .. ....: .. ..... �.,_ .. _.w� m_..„ � C:\Program Files\Elite\Rhvac 9\Projects\—LINTTL0.rh9 Thursday, July 09, 2015, 3.22 PM Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 1016 ft, System Number: I Room Width: I'0 ft. Zone Number: I Area: 104.0 sq.ft, Supply Air: 72 CFM Ceiling Height: 9.0 ft, Supply Air Changes: 4,7 AC/hr Volume: 932,0 cu,ft. Req. Vent. Clg: 0 CFM Number of Registers. I Actual Winter Vent,: 0 CFM Runout Air, 72 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.. 0 CFM Runout Air Velocity: 531 Urnin, Percent of Supply: 0 % Runout Air Velocity: 531 ft,/min. Actual Winter Infil.: 7 CFM Actual Loss. 0.233 in.wg,11 00 ft, Actual Summer Infil.- 3 CFM E -Wall-I 2F-Osw 8.9 X 10 80.6 0.065 4,5 361 0,9 0 75 S -Wall-1F-0s 8.1 X 10 81.3 0.055 4.5 365 0.9 0 76 W -Wall- I 2F-Osw 3.3 X 10 32.8 0.065 4.5 147 0.9 0 30 S -Wall-I 2F-Osw 5.7 X 10 38.5 0.065 4,5 173 0,9 0 36 S -Door-11J 27 X 6,8 18 0.600 41 A 746 15.0 0 270 E -GIs-4A-6-o shgc-0,33 O%S 8 0.330 22.8 182 37.5 0 300 UP-Ceil- 1 6B-38 115.8 X 1 115,8 0.026 1,8 208 1.3 0 148 Subtotals for Structure: 2,182 0 935 Infil.: Win., 7.1, Sum.: 3.4 259 2,091 542 0.278 -107 72 AFD Excursion: 108 Equipment: 0 478 1 Room Totals: 2,724 -107 1,593 Washing Machine 205 0 50 50 51 0 Vented clothes dryer - 10 1707 0 50 50 427 0 percent to space Total 478 0 C:\Prograrn Files\Elite\Rhvac 9\Projects\—UNTTLO.rh9 Thursday, July 09, 2015, 3:22 PM ---------- -- -- -- --------- --------- ------- ...... .... i*10, WVAC', '00 041 4 PM,# too -------- ...... Detailed Room Loads - Room 19 - Powder Room Load Proce i Calculation Mode: Htg, & c1g. Occurrences: 1 Room Length: 13.8 ft. System Number- I Room Width: U ft. Zone Number: I Area: 86.0 sq,fL Supply Air; 24 CFM Ceiling Height: 9,0 ft. Supply Air Changes: 1.9 AC/hr Volume: 773.0 cu.ft. Req. Vent, Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air" 24 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 273 ft,/min, Percent of Supply: 0 % Runout Air Velocity: 273 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.086 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM E -Wall-12F 0sw 6.2 X 10 54.3 0.065 4.5 244 0.9 0 50 E -GIs-4A-6-o shge-0.33 O%S 8 0.330 22.8 182 37,5 0 300 UP-Ceil-16B-38 96.1 X 1 961 0.026 1.8 172 13 0 122 Subtotals for Structure: 598 0 472 Infil.: Win,. 17, Sum.; 0.8 62 2.087 130 0.273 -26 17 AEC Excursion: 36 Room Totals: 728 -26 525 .... . .. . . .. .......................................... -- - --- ------ C:\Program Files\Elite\Rhvac 9\Prqjects\—UNTTL0.rh9 Thursday, July 09, 2015, 3:22 PM _--,zone I --- I G me/Rec 944 8,800 119 3-5 612 5,505 -338 250 250 2 Theater 269 1,751 24 1-5 461 1,352 -78 63 63 3 Crawlspace 238 12,304 167 1-4 385 739 -235 34 34 4 Mechlstorage 447 3,122 42 1-4 234 450 -143 20 20 5 Bedroom 4 144 2,535 34 1-4 604 1,159 -119 53 5 6 Bath 3 81 541 7 1-4 124 237 126 11 11 7 Bedroom 3 181 3,037 41 1-4 395 758 -141 34 34 8 Faster Bedroom 278 5,092 69 2-5 547 3,280 -187 149 149 9 master Bath 291 2,559 35 1-6 477 2,062 61 94 94 10 Study 189 2,134 29 2®5 592 3,554 -53 162 162 11 Guest Bath 111 1,327 18 1-4 397 763 88 35 3 12 Guest Bed 139 3,436 47 1-5 517 1,549 -147 70 70 13 Foyer 131 1,836 25 1-4 380 729 -34 33 33 14 Binning 325 3,463 47 1-5 645 1,934 251 88 88 15 Great Room 461 3,401 46 1-5 579 1,737 -86 79 79 16 look 99 3,813 52 1-6 530 2,289 -116 104 104 17 Kitchen 118 798 11 2-6 602 5,201 1,675 236 236 18 Laundry 104 2,724 37 1-5 531 1,593 -107 72 72 19 Powder Room 86 728 10 1-4 273 525 -6 24 24 Humidification 2,770 System 1 total 4,636 66,171 853 35,446 391 1,611 1,611 System 1 Main Trunk Size. 14x13 in. Velocity. 872 ft./min Loss per 100 ft.. 0.092 in.wg Net Required: 2.39 99%/1% 35,446 391 35,837 Recommended: 3.94 75%/25% 35,446 11,815 47,261 Actual: 3.29 75%/25% 29,625 9,875 39,500 I 1111y"11 �01#1*3*091 XR90 Natural Gas or Propane Furnace 92.1 AFUF 0 76,000 Btuh nla nla nla ravrWE-MA RK1,141INTISOMA XI -15i Standard Air Conditioner 13.5 SEER 0 39,500 Btuh 29,625 Btu 9,875 Btuh 527733 C:\Prograrn Files\Eiite\Rhvac 9NProjects\-UNTTLO.rh9 Thursday, July 09, 2015, 122 PM IMILO-i Ilk At R c� ....,,. ...,....,,, __..._.,.,..:.. ...,.,.....»....,,. , « �,+,,��w-ft' u-: M x, C",,���,�s�.�,rt.u.0 wN 3au,uu� , 222 1`, l may. 1 jj i u i l 1 1 � i t> } t t k l py 1a } ,. �.ti':'u=YNM: CL } g y 0 F::. City of Wheat j, dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Quail Hollow Patio Homes LLC NEW ADDRESS: Wheat Ridge, CO 80033 Lot 1— 3350 Quail Ct. Lot 2 — 3380 Quail Ct. Lot 3 — 3410 Quail Ct. Lot 4 — 3440 Quail Ct. Lot 5 — 3445 Quail Ct. Lot 6 — 3415 Quail Ct. Lot 7 — 3385 Quail Ct. Lot 8 — 3355 Quail Ct. Lot 9 — 3325 Quail Ct. Lot 10 —11305 W. 33rd Ave. Lot 11 —11355 W. 33rd Ave. Lot 12 — 3325 Quail St. Lot 13 — 3345 Quail St. (existing house to remain with existing address) SUBDIVISION: Quail Hollow Jefferson County Reception Number for Plat: 2014095809 NOTES This is a courtesy notification. AUTHORIZED BY: f'� DATE: DISTRIBUTION: 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(,ieffco.us 5. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 6. Email to erlinda.j.martinez(d,)usps.g and krissy i.summerfield(&,usps gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Consolidated Mutual Water District 11. Northwest Lakewood Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department www. ci.w h ea tr i d ge. co. u s 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity Map DATE: A