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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY' DATE FILED: E-'-I ti 3 1, PERMIT NUMBER: 13 a 3 -'0; l PLAN REVIEW FEE E: �a;5, �a RECEIPTNO.: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANKING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue FS:l Ft. Pierce, FL 34982-5652 772462-1553 (_ Sc e� APPLICATION for BUILDING PERMIT GoUr�� fit. Lu�`e CERTIFICATE of CAPACITY/ZONING COMPLIANCE 4151 PROJECT INFORMATION 1. LOCATION/SITE ADDRESS:. -Y-Xle, ; / g ; r-. , S J51L v 0 s Z sz, < ,K- 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: Y$ O Z S a< -O 6 3 7- ci a s 4. LEGAL DESCRIPTION (attach extra sheets if necessary): C- i c ..1 tP A Jt - GZ�r r,✓6 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): I �� LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Go.- S r-x-4 a T 11. SETBACKS (ACTUAL) FRONT: r BACK ( RIGHT SIDE: n LEFT SIDE: S 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: PQ 15. SF. FT 1st FLOOR 16. VALUE OF CONSTRUCTION: $ G J a v O The value of construction is used to determine the amount of permit fees to be assessed St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar tyres of construction activities. if the value is $2500 or more, a RECORDED Notice ofCommcncement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25109 OWNER INFORMATION NAME: W 49 n en/ 5' c 4-rz. ADDRESS: / D 3 6 S. W 2 5Y-11 P L. CITY: (3O i N T-0 N t3 L9�� H STATE: `F L . ZIP: 3 3 dL �o PHONE (DAYTIME): (961) 2 9'1 - 71, P+ 11 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (_ ) CONTRACTOR INFORMATION ST. of FL REG.CERT #: G'ZG S 7 Z G g STATE: ZIP: V ST. LUCIE COUNTY CERT #: 7 3 BUSINESS NAME: 5' 14 a Xr-- L r wr E 2 1f A i-t M e P QUALIFIERS NAME: X i c j+vq •n v ADDRESS: 12-cka stav-te /'C-e;--� e CITY: 5'Ew s C-Y.J STATE: ZIP: 3 ti 9 57 PHONE (DAYTIME): 7 7t. 3 3 K- �! ? 3 Y FAX N0.3 3 `�- Y 3 3 Email: ARCHIT/BNGINEER: Q U Ev-A+ ry rM a ro" E e iz / "i t. /► s s o c i r►>r^� s i++ c - ADDRESS: 3" ' r 4 A J3 2 a -3- CITY: fit L PA + - K I t� .� c w� s STATE: ZIP: PHONE (DAYTIME): C l) Z Q Z- 4 9 5 i BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: M ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the isgmce of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY_ BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. 7 ili OWNER OR CONTRACTOR SIGNATURE STATE OF FLO A ll�-- COUNTY OF GW-1)►/1 The foregoing instrument was acknowledgedbefore me this l *day of I / I Clii��i:� ` 20 13 by ZU1194rd �. Y4FW Va A who is personally known or, has produced I '/-. 1--ki �:t - CONTRACTOR SIGNATURE STATE OF FLOA COUNTY OF The foregoing instrument was acknowledged before me this day of YV l GLY(- . 2015 , by who is personally known v Or has produced iLsidentification. as identification. S. Signature of Notary Signature of Notary BRANDi LEE MER01 I&ssion No. Leto (Seal) Commission No.E-E: n, 9 � `'i LV MY COMMISSION # EE85 �. EXPIRES January 29, 2017 tiOT 39BA953 corn NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit 1hecklist. _- gRANDi LEE IIAORQLA -•• MY COMMISSION # EE869N6 Vie. _......._., .------.art ftet.� i y OFFICE USE ONLY BP SECTION 02- TOWNSHIP L-:1 51 RANGE �.A 1 MAP NO.� ZONING �-f; C LAND USE R r a LOT CVG % L�TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV 6 MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER J SEWER I v SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE l`1 AREA FEE FEE T--� RADON LIBRARY PUBLIC BLD P PARKS FEE CORREEE CTIO F FEE - GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF V NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC �� GAS LOT OF RECORD FEES REQUIRED PLUMBING - FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE be RECEIVED 13 DATE COMPLETED INITIALS �3Lf- DATE: TO: ATTN: BOARD OF COUNTY PLANNING & DEVELOPMENT COMMISSIONERS I Mx SERVICES DEPARTMENT o BUILDING & CODE REGULATION DIVISION FAX COVER SHEET , FAX #: (772) 462-6448 PHONE #: (772) 462-1553 12O 11� NO. OF PAGES INCL. COVER: ,.>SENDER: Lydia Galbraith COMMENTS: RE: t-3(D3" C),-�10 PHONE #: 462-1555 r ��urit� Cam Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 451 Nettles Blvd City / State / Zip: Jensen Beach, FI 34957 Parcel #: 4502-501-0637-000/5 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1303-0218 Permit Type: Building Residential (SFR) REVIEW COMMENTS / Page 1 Owner(s): Warren H Sears (Tr) Jurisdiction: St Lucie County Lot#: Block: Stories: Automatic Sprinkler System? No CONTRACTOR INFORMATION Contractor Name: Murray Richard F Fax Number: 772-334-4335 usiness Name: Shoreline Rv & Mobile Home Repair Inc Business Addr: 1290 Ne Business Park PI Email: Rfm9815@Aol.Com City / State / Zip: Jensen Beach, FI 34957 REVIEWS AND COMMENTS Review Tvae Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending 3/20/2013 Comment: THE PLUMBING AND MECHANICAL CONTRACTOR ARE ON HOLD AND ARE REQUIRED TO UPDATE THEIR LICENSE WITH CONTRACTOR LICENSING. Front Counter Review Complete Deanna Givens 3/14/2013 3/14/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3/20/2013 Comment: Zoning Review Incomplete Lydia Galbraith 3/2012013 THIS PROPERTY IS CONSIDERED A SPECIAL SITUATION LOT AND HAS A FRONT AND TWO SIDES. FRONT Comment: SETBACK 5'. LEFT 8' AND RIGHT 0'. THE PROPOSED STRUCTURE IS NOT MEETING THE REQUIRED 8' LEFT SIDE SETBACK. PLEASE BE AWARE THAT WE WERE NOT ABLE TO COMPLETE THE ZONING REVIEW DUE TO MISSING Comment: INFORMATION, CONFLICTING INFORMATION OR NOT MEETING THE ZONING REQUIREMENTS. THE PLANS WILL BE PUT ON HOLD UNTIL ZONING CAN FINALIZE THE REVIEW 389399 455 455 98 498 499 499 190 390 391 454 454 453 392 392 453 /452 500 500 607 Indian River Lago(?n 393 393 451 451 395 501 501 ID Agn 450 1_ f TRANSMISSION VERIFICATION REPORT TIME 03/18/2013 15:14 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATE,TIME 03/18 15:13 FAX NO./NAME 917723344335 DURATION 00:00:42 PAGES} 03 RESULT OK MODE STANDARD ECM DATE: TO: BOARD OF COUNTY COMMISSIONERS 33y- �335 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 C7 1 l J NO, OF PAGES INCL. COVER: ATTN: RE: 13 Q-3 - c) -� 18 SENDER: Lydia Galbraith PHONE #: 462-1555 COMM L% 6*02). ();� t b BOARD OF COUNTY COMMISSIONERS May 4, 2012 Mr. & Mrs. John H. Thomas 451 Nettles Blvd. Jensen Beach, Florida 34957 Re: Property ID # 4502-501-0637-000/5 451 Nettles Blvd Dear Mr. Thomas: PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulation Division This letter is to verify the building setbacks for the above referenced parcel. This lot has been identified as a Special Situation Lot on the Official Zoning Atlas of St. Lucie County. The entire , as se ac rom the property line. The Right Side of this parcel is the 0 lot line and the last remaining lot line has been determined to be the rear lot line which require a 5 foot setback from the property line. I have enclosed several maps that have the setbacks indicated on them for your reference. Please do not hesitate to contact me if you have any questions or concerns. Sincerely, Paula Bushby Permit/Zoning Supervisor cc: Robin Meyer Building & Code Compliance Manager CHRIS DZADOVSKY, District No. I • TOD MOWERY, District No. 2 • PAULA A. LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • CHRIS CRAFT, District No. 5 County Administrator— Faye W. Outlaw, MPA Website: www.stlucieco.gov 2300 Virginia Avenue Fort Pierce, FL. 34982-5652 • PERMITTING AND ZONING: Phone (772) 462-1553 FAX (772) 462-1578 • BUILDING INSPECTIONS: Phone (772) 462-2165 FAX (772) 462-6443 • CONTRACTOR'S LICENSING: Phone (772) 462-1672 & CODE ENFORCEMENT: Phone (772) 462-1571 FAX (772) 462-1148 ST. LUCIE COUNTY PTA _.0 WORKS BUI[L ➢ING & ZONING DEPARTMENT BUILDING. FEAT SUB -CONTRACTOR SUMMARY M-o{ 2:eftV112 Al G, will be using the (company/individual name) following sub -contractors for the project located at '� S i N�rmc s r3 L v o TC-r► 5 C-J 3 Y 9 S '7 (street address or property tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St Lucie County/ State of Florida License Plumbing 1h 6 S re-7- re- .j vv-L b 1z (^ c `e SST Eiectrid-ol- EL�CrSTL/ G 6 C 13oo433`( NVAC/Mechanical Ct4c- Roofing G- c c c. i3 zs?zo Gas OFFICE USE ONLY: SLCCDV FORM NO.: 003-00 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: {� State of Florida Certification Number (if applicable): C F o I2.w Arv�o t r me r c 4 4 t c.. have agreed to be the (Company Name/Individual Name) 45-L.C--Ly L L (Type of Trade) sub -contractor for Shoreline RV & MH Repair, Inc. (Primary Contractor) for the project located at K 5 0 2- S o l o(_ 3 7 a a o 5 (Project Street Address or Property Tart ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) TURES ARE REQUIRED 7�411/ 5;er5 7-/z,/3 PRINT NAME DATE Business Name: F 0 (--; r-)- R 0 r- L c c r-eL < e - Address: x I- wpr Y City/State/Zip: P A t Y g 2 0 Phone: `11 Z- - Z zzt - l to email: OFFICE USE ONLY: PERMIT # ISSUE DATE ' ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT x BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / Z 7 366 State of Florida Certification Number (If applicable): t%Lf l L( - have agreed to be the PP/'1 P VV'A l %'Q(1, sub -contractor for Shoreline RV & MH Repair, Inc. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax M #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ®SIGNA RES ARE REQUIRED Q L�n PSPINT NAME DA Business Name: r9 A9 rr -YL /' c. i, ^^ Ci i .-, C— Address: 2- 3� S / C L/Ns -f6AJ S% City/State/Zip: S 7v r-a- r /� Z: 3 `/ f f Z— Phone: email: OFFICE USE ONLY: PERMIT # ISSUE DATE p l� ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BU"ING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): Y' D 2 t AJ f+-2-Jn, c L E—c-77C I G 4 A- l C— have agreed to be the (Company Name/Individual Name) d'`�1•�d��ni tc� i �= Z, sub -contractor for Shoreline RV & MH Repair, Inc. (Type of Trade) (Primary Contractor) for the project located at '—/ Y a Z- S'a/- d 4. 3 7 o 6G S (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED 13 SIGN TUBE PRINT NAME DATE Business Name: Address: L `i 3 "J 57 w Pn IL Q- kA-) Ar Y 3 `[ 4 4 0 City/State/Zip: t-- Y ff c Phone: ? '1 L - Z "Z- 1 Co a email: OFFICE USE ONLY: PERMIT # ISSUE DATE F 0 01` ST. LUCIE COUNTY PUBLIC WORKS . BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ©� State of Florida Certification Number (If applicable):k_1 AN Inv- rt 111 • have agreed to be the (Company ame/Individual Name) sub -contractor for Shoreline RV & ME Repair, Inc. (yipe of rade) (Primary Contractor) for the project located at �4j % /l./e#L 811/( (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL S) TURES ARE REQUIRED re ; SIGNATURE PRINTNAME DATE Business Name: Address: City/State/Zip: Phone:. OFFICE USE ONLY: email: PERMIT # ISSUE DATE JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY_ FILE # 3811217 OR BOOED )5 PAGE 810, Recorded 03/14/2013 at~' `A6 PM 1 • �� OP COMM�.N/'Qnr�n'ainn 7bs uadasi�ed hereby ilNa notice � improvement will be mach m catatn real Florida Shah the IbUawing in ti is provided i- ffia Notiea,f Commeneemmtm and iD alxordaaro with Chapter 713, 1, MOM=Orpapp M(Lgddesmipti=wdaneetd&MIfa►an")TAX=t wMG=y 2 •So!-d63 7 e as S avanrn=N NC-+f-lC-5 AI..A94 ; r. I _- i — _ - 11f01 2 6II'mr.n10cmpD?DHOPIIIO'il0y��. GONSrrt.�.cr S/w>GGr'�yFh-.Mfc 3. 0WMM t QRMTKW.' aNafa. WRtcK*..r St`rha5 ILAd*. 1036 $.W. 25{1` PL eu4at l,TY9f7 6 tQm� t� tddao affw tifopb edtitaldrtifadnrttvo 0�_C atntswlkapttp� - W /vt°7� 4. COI[liACM-,3 'G ADBIIKA DnMmN0b78t8i SMo,zc�t�e ,c.4. �a IZRO N.+=, uY, tSS /il rt fG Pl. 7�7.+50~ f<. S7 S. aUzmT% 7Ab ADDRUSAND P8pIR ,hOM. _ 6. Lp'mLi'aMADQ.ADD�AAImPROIQ 7. Peams within the Slate of FloddadraigPftd by Owns opoo whom no&m action 7l3.13 (I) (a) 7, Flaiida.stamiors Or other doctmteots m4' ba aervad a►provided WJM6AmtaWAfMPSOIRIi M=L . by L lD sddidun m hi-aeif err haa4Owoer daignaua the topowelg m receiver a copy of tlta L6rnor'a Notieo u 7)3.13 (I)(bj Flcrf&Sumtea provided in Section X"M ADM= AND PSpn z ....i,..d.,,a „aw to tto-oe or commecemmt (tha mcphatian den u I aP-'G'rJ-- 3' /__ s 20/!/imp tom the date ad mcocd¢Iy lmlea a "�,,, WARNINGTO �i471a PAtlTi erCRn1�71a to t, afore afOly-err or 'E R- S OirneesAuthorf=d,O®earMhvctorA%rmedMamEer PrlatNameaDdProdda8i4aatay'sl7tldOpice DO ofFlaida CO1*af St. Lucie the foregoing instrmneat wm aclmawltxlged 6afare auI tlds �y �i�� BY G(1Qrre�l afas Fhnlw� For (aemopwsonj(IYPa�anthorhy....e.goff=tnLltmmminoy�{�) (—ofp"on betmifofwhom iastriaeeuwae axecaf� -Zft..Hy known or. prodmW the foUowmg We -f idadflason: NNUOM LEE MEROU W COWA WN it EEOk MG (signim,re - E>Q�S$ JwKwy20, 2017 °�' °) lhderP 'W 0°' Liolva and bdief (Section 92.525. Florida statutes that the fub in it are true tothe bat ofmy Inwwledge mId at-rqr) ofOw ) or01-m*)' AuotarkW ofAeW Dt�refor/karmalbb=gawha dped above By W t.ILCN S I= R•/i S . nar,oa-sv.or aJAM&a1 STATE OF FLORIDA ST. LUCIE COUp1TY THIS IS TO CERTIFYTHATTHIR le A OR IOGE AN CORRECT COPY OF MITI' 0URA Data: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 4/S0-z 5-0 l 6 6 -3 -1 - Or a _S (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowlcdge L11UL as owner o e a ove escribed property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any .form, adequate drainage off my property which will not adversely affect the immediate community. t A 5EO', R5 PropeVy Oyner Name (Plea az6oamvi Print) 3 013 Property Owner Signature Date STATE OF FLORIDA, COUNTY OF (�a147 ACKNOWLEDGED BEFORE �ME��THIS � DAY OF '' l�✓(i"' 20 BY W CLl ej fl. Sta S WHO IS PERSONALLY KNOWN TO ME ___ZOR WHO HAS PRODUCED 964��41' fiw'11:1� SIGNATURE OF O ARY PUBLIC E 6P � � &COMMISSION NUMBER SLCPDSD Revised 08/24/2010 TYPE OR PRINT NOTARY (SEAL) BRANDI LEE MIn >'= MY COMMISSION # EXPIRES January r n 1 (�0T139Pi0153 AS IDENTIFICATION. Svc. 0 Page 1 of 1 Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD «Prey Next>> Spec.Assmnt Taxes Exemptions Permits Home Print �ycrt:, ParcellD: 4502-501-0637-000-5 Account#: 120225`, Use Type: Vac Res - ' ✓'` CitylCnty: 5t Lucie County Legal Description NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 451 N ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 3447-192 More.. Assessment 2012 Total Land and Building BooktPage 2012 Final: 52000 Land Value: 52000 Acres: 0.06 3447 / 1921 Assessed: 52000 Building Value: 0 3349 / 0416 Ag.Credit 0 Finished Area: 0 SgFt 3349 / 0413 Exempt: 1958/2315 Taxable: 0262 / 1806 Taxes: 1052.64 BUILDING INFORMATION Warren H Sears JR) Record: 1 of 1 Property identification Site Address: 451 NETTLES BV SeciTown/Range: 02 :37S :41 E Map ID: 45/02F Zoning: HIRD Ownership and Mailing Owner. Warren H Sears (TR) Address: 1036 SW 25th PI Boynton Beach FL 33426 Sales Information Date Price Code Deed 10/1212012 80000 0001 WD 12/92011 64500 0001 WD 12192011 100 0111 QC 4/282004 100 01 WD 12/1/1976 12000 00 CV No Sketch Exterior Features View: - RoofCover. - RoofStruct - ExtType: - YearBlt: Frame: - Grade: - EffYrBR: PrimeWali: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHVFi: 12Bath: HeatFuel: - Prm.Flors: - 4Wc: %Heated: %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt No. Use Type Type Measure Depth 1 0000-Vac Res BCO -Unit 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. Cx-k-1nQC\ hq://www.paslc.org/paslc/prc.asp?prclid=450250106370005 1/29/2013 03/28/2013 10:22 7724621578 �Mion FOR �+. ti�laa.�77Z)+le2.t� • v v owwwwpeu Dy r'Iwo CampMe Examiner comment Pl m8 Emnkw aeview inomoete ca"Not Ed Rasebwr� ST LUCIE CO IMPACT PAGE 03/03 REVIEW COMMENTS FOR CONTRACTOR 3/27/2013 32712013 Ed Rosebwy 3F27f2013 ta�f ude submit truss enop drawings. �2 Nc imam and geograpyc design 0,i eda per table R3012(1) i�Place 1100d openings in garage 10 COMM witty R322.2,2 4. Flood ventb ere MgUired in under floor storage are* per 32222 A4.'P0w a=W door to AWU closet. riffs Jude window aCWWe mein 9to Footing schedule d� dimenns to review fa CohtpGa a wt(h R310.1 not show traravase bar pWftT enf. FS f gng detail is mferpfta to schedule but not shown. MQro►Rde landing at bottom or staffs per R311.7.5 Provide trandrait corr*anca vuNh R311.7.7.1 and R3122 13,13 . , () W 1g, T q co Is E6 Thursday, March 28, 201311;ISAM DIVED APR 1 o 2w Paaa 2 of 9 1 TRANSMISSION VERIFICATION REPORT TIME : 03/28/2013 10:23 NAME : ST LUCIE CO IMPACT FAX : 7724621578 TEL : 7724621553 SER.# : BROH5J326285 DATE DIME 03/ 28 10: 22 FAX NO./NAME 917723344335 DURATION 00:00:45 PAGE(S) 03 RESULT OK MODE STANDARD ECM Code DATE: -a F- Comply Compliance -Division TRANSMISSION COVER FORM Fax it (772) 462-5214 FAX f: -77Z- '3 4 SPECIAL INSTRUCTIONS: (. ) For Your Information ( ) {?riginal Will Foilgw In Mail ( ) Per Your Request Take Appropriate Action ( ) Please Call on This ( ) Please Respond r 1 A-Qgn r a "11^.. ► 1rJOWr �- y pi ' _f 1� 06/10 e CORRECTION LIST Code No. .DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (C apter 3) DESIGN CRITERIA [Table R301.2(1)] N Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 1� psf Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf Dwelling/garage opening/penetration protec- Ground snow load psf tion (R302.5) Basic wind speed ✓ mph welling/garage fire separation (R302.6) Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) Seismic design category (SDC) , /) [Figure R301.2(2)] (V l ff SDC C&D provisio R301.2.2) 11 % Weathering Frost line depth Termite area f Decay area l� I Winter design temperature Ice barrier underlayment re Flood hazards if f ISTANT CONSTRUCTION Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) U-nder-stair protection (R302.7) Wa II and ceilin finishes (R302 9) Fame spread index (R302.9.1) Smoke -developed index �R302.9.2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) ✓ Flame spread/smoke-developed (fj302.70.7, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, Testing (R302.10 5) L,, Fireblocking.(R302.11) ZI /Draftstopping (R302.12) [/ Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 T-0" 7'-0" 5'=0" 8% floor area 4% floor area Dining 70 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-B" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) t/ ,Water closet )/ Lavatory b or shower Kitchen area with sink _ Sanitary sewer (Chapter 30) Private disposal (Appendix l) GLAZING(R308) t, G(Identification (R308.1) NP-louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (contd.) GARAGES AND CARPORTS (R309) ✓/ Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) 1� Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R31/0) >*1/ Where required (R310.1) Areas, height, width, operations (R310.1.1- R310.1.4) "LI- Window wells (R310.2) Bars, grilles, covers and screens (R310.4) AUnder decks and porches (R310.5) MEANS OF -EGRESS (R311) General (R311.1) Egress door (R311.2) y Landings at exterior doors (R311.3 - R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) f Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size >__4 R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R31.1.8) GUARDS R312) Required for o en-sided surfaces, ramps and landings > a ove V/ floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) `V Townhouses (R313.1) One- and two-family dwellings '(R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) cation and interconnection (R314.3) Power source (R314.4) CARONOXIDE.ALARMS (R315) New construction (R315.1) ExistingAW construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) Labeling (R316.2) lk Surface burning. therr approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 R318) Y Protec'on required (Table R301.2(1), R317.1, 18.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSJ,�ILITY (R320) ' Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) M ATF= R ALS (R402) Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOT(R403) Soil bearing value (R401.4, R403.1) _,Footing width (see page 5) v Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thickness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) v/ Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) Sill plate bolting in concrete/masonry ='/2' di- ameter bolts, within 12 but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) V Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(4)J Concrete foundation walls (R404.1.2) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2J Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - P404.1.2(8), R404.1.2.2, R404.1.2.3.7J Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) D pproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) CO V407) tection from decay or corrosion (R407.1 and R4074 Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 nniaimnei im winTlu OF CONCRETE PRFCAST OR MASONRY FOOTINGS (Inches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4,000 Conventional li ht frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 flinch brick veneer over light frame or 8-inch hollow concrete masonry 1 -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or f lly grouted masonry 1-sto 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 Inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) � Invented crawl space (R408.3) �✓ Access (R408.4) WOOD J ISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf / [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearinq walls (Table R502.5(1)] FOUNDATIONS (cont'd.) 1'1__�5Removal of debris (R408.5) 1/ Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) Girder spans and header spans for interior bearing walls (Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502. 6, R502.6,1) 1/ Lateral restraint and bridging (R502.7, / R502.7.1) Drilling and notching (R502.8) V-7/ Fastening (R502.9) �✓ ` Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) v End joints (R503.1.1) Grade UCTURAL PANEL SHEATHING (R503.2) (R503.2.1) Thickness (R503.2.1) :� Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PA TI�LEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' j gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) V Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) , Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) W WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) CTION (R602) instruction [Figures R602.3(1) and R602.3(2)] ' YY1Stud grade (R602.2) .Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching —studs (R602.6) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL ALL FRAMING (R603) P!/ General (R603.1) _ Structural framing (R603.2) V Material (R603.2.1) V _ Identification (R603.2.2) protection (R603.2.3) (R603.2.4) construction (R603.3 - R603.5) ✓/ Headers (R603.6) ✓ Studs, tracks and structural sheathing (R603.7 - R603.9) SHEAT ING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MA CONSTRUCTION (R606 - R610) 7GGeneral design (R606) SDC C and D (R606.12) Unit mason R607 Multiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) l/�VI Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) _General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CON TRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details fR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) !U ood shakes and shingles (R703.5) _&M Plaster material (R702.2)Ofi EXTERIOR WALL COVERING V* Water -resistive barr Affif ood siding (R703. o Attachment and min (Table R703.4) GENERA (R801) esign (R801.2 and R801.3) Component and cladding wind loads_[Tab/e R301.2(2)] 4MING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEI IN JOISTS [Tables R802.4(1), R802.4(2)] C Without attic storage, LL = 10psf i With attic storage LL = 20psf Spacing Exterior plaster (R703.6) IVIU Species ���►�� Grade Span Size RAFTERS [tables R802.5.1(1) - R802.5.1(8)1 Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size HG/HR; Adjustment factor ROOF SHEATHING (R803.2) rade Thickness. FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) CHIMNEYS AND EIREPLACES (cont'd.) q1 (.I R1003.6 clearance R1003.1 Changes In dimension () Chimne Y dditional load (R1003.6) Ter ' ation (R1003.9) Spark arres (R1003.9.1) Wall thickness; >_ 4" ( .10) Flue lining - material/installation (RT093` and R 1003.12) Multiple flues (R1003.13) Flue area (appliance) 03.14) Flue area (ma ry fireplace) (R1003.15) Inlet 03.16) Cleanout opening (R1003.17) Fireblocking (R1003 Chimney c ' ets (R1003.20) FACTOR ILT FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) TORY BUILT CHIMNEYS (R1005) ed and labeled (R1005.1) Installatio 005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) .--(N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Cha s 12-23) Appliance labeling (M1302, M1303) Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FT G (Chapter 24) G2409 Application (G2401.1) Clearances ( ) neral regulations (G2404) Ica and electrical bonding (G2410, G2411) Appliance location (G240 Pipe sizing (G2413) Air requireme 07) Piping m 414 a lation (G2408) -10- �\I FUEL (cont'd) Piping installation (G2415 and G2419) Venting (G24 Piping support d G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, G2421 PLUMBING (Chapters 25-33) Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) Sanitary and storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) Flow rates (P2904.4. i, Piping support (Table P2605.1) P2904.4.2) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) �, Sumps and ejectors (P3007) NFPA 13D system (P2904.1) Backwater valves (P3008) Temperature rating Fixture traps (P3201) (P2904.2.1, P2904.2.2) Storm drainage (Chapter 33) Freezing protection (P2904.2.3) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapt rs 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power-lim- Red circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) 44�&ompliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) v Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Append ix G verified PATIO COVERS (Appendix H) ��A Compliance with Appendix H verified Provisions adopted (R102.5) P PP PRIVATE SEWAGE DISPOSAL (Appendix 1) ' nce with Appendix I verified Provisions adopted (R102.5) Compliance pp EXISTING BUILDINGS AN A J CTURES (Appendix J) Provisions adopted (R102.5) I Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) - Provisions adopted (R102.5) gf Compliance with Appendix K verified HOME DAY CARE—R- OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- - Ma Qpffi E:. y. Code Compliance, -Division, TRANSMISSION COVER FORM Fax # (772) 462-5214• I DATE: -� S--13 I FAX #: � s J 3 v TO: I COMPANY/DEPARTMENT:jD� � �� NUMBER OF PAGES SENT (INCLUDING COVER): — SENDER:h_lv PHONE: 772- 462-1571 (. ) For Your Information . ( ) Original Will Follow in Mail ( ) Per Your Request COMMENTS: WP/FORMS/FAX ( €��Take Appropriate Action ( ) Please Call on This ( ) Please Respond ( ) ASAP ( ) RUSH 4,�LZGIG [/.�LLru+�Z Planning & Development Services Building $ Code Regulation Division 2300 Vkginia:Avenue Fort Pierce,,FL. ,34982 Phone#72)462-2112 Fax:oZ )462-6443 April 15, 2013 16673 SHORELINE RV & MOBILE HOME REPAIR INC MURRAY RICHARD F 1290 NE BUSINESS PARK PL JENSEN BEACH, FL 34957 RE: Building Permit Number 1303-0218 REVIEW COMMENTS FOR CONTRACTOR Page 1 of 2 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Pleassl a so awe area e o continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 451 NETTLES BLVD JENSEN BEACH, FL 34957 APPLICATION INFORMATION Permit Number: 1303-0218 Permit Type: Building Residential (SFR) REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete Comment: To be reviewed by Zoning Complete Comment: Documents Missing Pending Comment: Comment: Zoning Review Incomplete Comment: Reviewed By Deanna Givens OWNER INFORMATION Warren H Sears (TR) 1036 SW 25th PI Boynton Beach, FL 33426 Stories: 1 Date Started 3/14/2013 3/14/2013 3/20/2013 Date Comoleted 3/14/2013 3/20/2013 Date Released THE PLUMBING AND MECHANICAL CONTRACTOR ARE ON HOLD AND ARE REQUIRED TO UPDATE THEIR LICENSE WITH CONTRACTOR LICENSING. THE CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK UP. Lydia Galbraith 3/20/2013 Monday, April 15, 2013 9:53 AM Planning-& Development Services Building $ Code Regulation Division 2306 Vrginia Avenue Fort Pierce, FL,34M Phone:J772M162-2172 Fax:(772)462-6443 To be reviewed by Plans Complete Examiner Comment: Plans Examiner Revie Incomplete Comment: Comment: Comment: REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 Ed Roseberry 3/27/2013 3/27/2013 3/26/2013 Ed Roseberry 3/27/2013 2 flood vents are required in under floor storage area on 2 different walls per R322.2.2 R-30 under floor insulation at master bedroom does not meet flood resistant material requirement for materials below base flood elevation. Energy calculations reflect R-30 insulation in raised floor for entire floor area. Please correct these. Monday, April 15, 2013 9:53 AM Code Compliance Division TRANSMISSION COVER FORM Fax # (772) 462-5214' DATE: 3 - a ,? - 13 I FAX #: -77Z J 3, z14 - / 3� -? 5 COMPANY/DEPARTMENT:-514 pe Z� NUMBER OF PAGES SENT (INCLUDING COVER): 3 SENDER: PHONE: 772- 462-1571 SPECIAL INSTRUCTIONS: (. ) For Your Information ( ) Original Will Follow in Mail ( ) Per Your Request WP/FORMS/FAX (4-1----Take Appropriate Action ( ) Please Call on This ( ) Please Respond ( ) ASAP ( ) RUSH Planning & Development ServicesA ;building & Gode,Regulatiori;Oivisio. n. 2300 Vrginia Avenue. Fort Pierce, FL 34982 . , . Phone:(772)462-2172 . kX-.(7#*i-6443 March 28, 2013 16673 SHORELINE RV & MOBILE HOME REPAIR INC MURRAY RICHARD F 1290 NE BUSINESS PARK PL JENSEN BEACH, FL 34957 RE: Building Permit Number 1303-0218 REVIEW COMMENTS FOR CONTRACTOR Page 1 of 2 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as posse a so awe area e o con roue o you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION OWNER INFORMATION' 451 NETTLES BLVD Warren H Sears (TR) JENSEN BEACH, FL 34957 1036 SW 25th PI Boynton Beach, FL 33426 APPLICATION INFORMATION Permit Number: 1303-0218 Stories: 1 Permit Type: Building Residential (SFR) REVIEWS AND COMMENTS Review Tvne Status Reviewed By Date Started Date Completed Date Released Front Counter Review Complete Deanna Givens 3/14/2013 3/14/2013 Comment: To be reviewed by Zoning Complete 3/14/2013 3/20/2013 Comment: Documents Missing Pending 3/20/2013 Comment: THE PLUMBING AND MECHANICAL CONTRACTOR ARE ON HOLD AND ARE REQUIRED TO UPDATE THEIR LICENSE WITH CONTRACTOR LICENSING. Comment: THE CONTRACTOR/AGENT IS REQUIRED TO SIGN THE FLOOD HAZARD MEMO AT TIME OF PICK UP. Zoning Review Incomplete Lydia Galbraith 3/20/2013 Comment: Thursday, March 28, 2013 11:16 AM Planning & Developing t Services Building & Code,i%guiafion Division., 2300 Virginia Avenue' Fort Pierce, FL '34982 Phone:0 )462 2172 Fax:(772)162-6443 REVIEW COMMENTS FOR CONTRACTOR Page 2 of 2 To be reviewed by Plans Complete Ed Roseberry 3/27/2013 3/27/2013 3/26/2013 Examiner Comment: Plans Examiner Review Incomplete Ed Roseberry 3/27/2013 Comment: 1. Please submit truss shop drawings. 2. Include climatic and geographic design criteria per table R301.2(1) 3. Place flood openings in garage to comply with R322.2.2 4. Flood vents are required in under floor storage area per 322.2.2 5. Show access door to AHU closet. elude window schedule with dimensions to review for compliance with R310.1 Footing schedule does not show transverse bar placement. 8. F5 footing detail is referenced to schedule but not shown. 9. Provide landing at bottom of stairs per R311.7.5 10. Provide handrail compliance with R311.7.7.1 and R312.2 Thursday, March 28, 2013 11:16 AM Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: �t 4 !C e 'S Yes . Project Address: 1-4 °/ S ( e) iye-41c's .L. S 14J Permit #: Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida t "J •Code 2010 Edition with 20 16 Supplements using ASCE 7-10 2. Structure Designed as (check one): _)� _Enclosed Partially Enclosed Open 3. Risk Category: _III _III IV Exposure Category: B C �D _ 4. Design Wind Velocity 1-7o mph ASD X LRFD End Zone Width: ft 5. Mean Roof Height 16 t " ft Roof Pitch: t-( :12 Parapet: _eft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 11Z.5 Zone 2: ? 3.9 Zone 3: (a 9.3 Zone 4: So• 3 Zone 5: & 2. 1 Garage: 53. 7. Design Loads: Floor: 415 PSF Roof/Dead: Z,PSF Roof/Live: 3 c7 Balcony: (A PSF Dock: N 1A PSF Deck: tA PSF Stairs: Y6 PSF Fence: N A PSF Railings: N.IA PSF 8. Were Shear Walls Considered For Structure? Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: Z'SOo PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans'& specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: c L p Print Name Cert # & Co. Cert Auth. Signature, Date, and Seal 3vo Ave-^-JC •X ��4..,.; c�..s Sic 24o, ia(M JStac� GK�c�tnSr L Company Name & Address 33Y18 SLCCDV Form # 020-12 Revised 3/15/12 (JS) Building Permit # Planning & D velopment Services Department Building & Regulations Division Product Review Affidavit Owners Nam 4 emz-'�7 Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer odel Number Product Approval Number Glass Type Method of Attachment Windows cw ebrov -10.0 hof H-100 r-uw-- IKf, 3 lieKl"IfktP 6'l4MV TG'y (? 5" l3"C.C. Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors C156 5W •y } (e • 0 TftlqAii M 'r V6-5KI.14-1 IMF 311(,x t'/q PIN tµ16-76 t G.L- French Doors �t6 Garage Doors s lr is 6-Ua). +t'g•U - 0 0 W .12woN b v 2N q 1(e& W/1(, ,A,C, e UrA 1AVLE INTO rr 2x4 Hurricane Protection Roof Ventilation Roofing Material _. ._.. �� ?AtJ J wqr wrl. �6m � 35��J - 2" RoDt LNG �iLC�EWy &Rf I have reviewed the above components or cladding and I have wind loads and forces specified by current code provisions. Name: S� a L,-^ S� u -.(.a„ 1. Sig Design Prof: T Cert. No. ad their use in this structure. These pro nets provide adequate resistance to the seal o Date: i;-Lz di z M Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 FLOOD HAZARD NOTICE PERMIT NUMBER: 1303-0218 LOCATION: 451 NETTLES BLVD JENSEN BEACH CONTRACTOR: MURRAY RICHARD F DBA: SHORELINE RV & MOBILE HOME RE OWNER: Warren H Sears (TR) NOTICE This Notice is to inform you that your property is in a Flood Hazard Zone. 3/26/2013 This means that the elevation for the first floor must be set at 6 feet, NAVD (mean sea level), or 18" above the crown of the road whichever is greater. NO CONSTRUCTION is to proceed beyond the 1st floor/slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building Division of the St. Lucie County Community Development Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement Board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues. A fine not to exceed $500.000 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place, nor will any inspections be made until the required certification has been received and approved. Signature Al— /1, f3 Date U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurancc Program __:LEVATION CERTIFICATE_,-, IMPORTANT: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A — PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I Al. Building owner's Name MR. SEARS I Policy'N%ZF P_F; 11f 1Z11 ' A2. Buildin Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number. I 491 NETTLE S BLVD. City JENSEN BEACH State FL ZIP Code 34 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PERMITTING LOT 451 NETTLES ISLAND SECTION 2 St Lucie Counter, FI A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. ?7°17'1(3 R" Long. 80°13'17.8" Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 R A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 70 sq ft b) Number of permanent flood openings in the crawlspace N/A b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade NIIA C)Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes N No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNINCORP 120285 ST.LUCIE I FL. B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone Revised Date AO, use base flood depth) 12111 C 0311 J 02/16/2012 02/16/2012 AE 6.0 BIC. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date: / / ❑ CBRS ❑ OPA SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* M Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 A04 FLDT Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 7 . 5 N feet ❑ meters N/A ❑ feet ❑ meters N/A , ❑ feet ❑ meters 4 , 0 N feet ❑ meters N/A , ❑ feet ❑ meters 3 , 4 N feet ❑ meters 4 0 N feet ❑ meters N/A , ❑ feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? N Yes ❑ No EARLE R. STARKEY Title Address #419 License Number 4459 Company Name ACCURIGHT LAND SURVEYING INC. City State ZIP Code r, STUART FL 34994 Date Telephone 05/07/2013 (772) 286-7694 FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. '-/Ys47 Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the conk,, grading information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 451 NETTLE S BLVD. City State ZIP Code Company NAIL Number: JENSEN BEACH FL. 34957 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for.(1) community official, (2) insurance agent/company, and (3) building owner. Comments 05/07/2013 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Fob Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage, (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Properly Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1.• ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2: ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Community's design' flbOd elevation: ❑ feet ❑ meters Datum Local Official's Name• . . Title Community Name „ Telephone Signature' ' Date Comments ❑ Check here if attachments. FEMA Form 086.0-33 (Revised 7/12) Replaces all previous editions. 08109/2013 14:12 7724626443 SLC INSPECTIONS PAGE 01/01 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, F4 34982 772-462-2165 Fax 772-462-6443 Request for 30 Day Temporary Power Release Date: ?' / 2' 13 ssss�Permit Number: f 3 o-3 - o Z# g Property Address: q SI "C r'LC-_s +'a� g N S Cfez, 3 y 9 s 9 THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENTS IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACK14OWLEGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above state purpose only, and there will be no occupancy of any type, other than that permitted' by construction during this time period. 2. As witness by our Signatures, we hereby agree to abide by all terms and conditions of this agreement Including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order Issued if the Final Inspection has not been approved within 30 days. A fee of $100 will be required to rift the Stop Work Order, WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE; OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. � ja/i3 OWNER SI ATURE DATE ENERAL CONTRA OR SIGN TURF DATE 'r-4.4 LLAVic. SIGNATURE DATE /-77a_334. Y35s' RECEIVED AUG 1;= 2013 ~ + �" A .. e ✓-.ufr1�P' �t���u Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462-2172 Fax:(772)462-6443 Certificate of Occupancy Online address: http://www.stiucieco.org/planning/permifting.htm Quick Links: Permit Status Lookup Online Building Inspection System This certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Building Permit No. - 1303-0218 Parcel/Folio #: 4502-501-0637-000/5 Lot#: Block: Subdivision: Outdoor Resorts at Nettles Island Occupancy: Building Address: 451 NETTLES BLVD Legal Description: NETTI ES ISLAND INC, A CONDO -SECTION 11 PARCEI 451 ANDPRO-RATA SHARE IN COMMON ELEMENTS (OR 3447-1921) Permit Job Description: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE. Permit Finaled: 10/18/2013 Contractor MURRAY RICHARD F SHORELINE RV & MOBILE HOME REPAIR INC 1290 NE BUSINESS PARK PL JENSEN BEACH, FL 34957 (772) 229- 5666 Kenneth Arnold Building Official Note: Friday, October 18, 2013 Date Printed This Certificate of Occupancy is issued to the above named for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment and the plumbing work have been inspected and approved, The issuance of this certificae grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Occupancy. POST IN A CONSPICUOUS PLACE La ' U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Nad6al Flwd Inw= Program ELEVATION CERTIFICATE IMPORTANT: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name _ MR. SEARS A2. Building Street Address (including_ApL1Unit, Suite, and/or Bldg. No.) or P.O. Route and Box Na. Conrarnr NAIC Number City JENSEN BEACH state FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 451 NETTLES ISLAND SECTION 2 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 77'17'11; 8" Long. 80°13'17.8" Horizontal Datum: ❑ NAD 1927 Z NAD 1983 AS. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 Rl g A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 169 sq ft a) Square footage of attached garage 70 sq ft b) Number of permanent flood openings in the crawlspace 2 b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 288 sq in c) Total net area of flood openings in A9.b 700 sq in d) Engineered flood openings? ❑ Yes N No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP Community Name & Community Number B2. County Name B3. State I UNINCORP / 120285 ST. LUCIE FL B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone Revised Date AO, use base flood depth) 121 11C 0311 J 02/16/2012 02/16/2012 AE 6.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: NGVD 1.929 ® NAVD 1988 ❑ Other/Source: 812.Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date: / / ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al--A30, AE, AH, A (with BFE), VE, VI--V30, V (with BFE), AR, AR/A, AR/AE, AR/A1--A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: 94 77 A04 FLDT Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1.929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of.the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4 , 3 ® feet ❑ meters 7 . 5 ® feet ❑ meters N/A , ❑ feet ❑ meters 4 , 0 ® feet ❑ meters 6 , 75 ® feet ❑ meters 3 , 9 ® feet ❑ meters 4 . 2 ® feet ❑ meters N/A . ❑ feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑x Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a [] Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name EARLE R. STARKEY Title PROFESSIONAL LAND SURVE ECKER AVENUE, UNIT -Smature � 08/13/2013 '1o.3 * IZwg' 3f 004459 S )RVEYING. INC. _ State ZIP Cod FL 34994 4VTt3i Zat3 FEMA Form 086-0-33 (Revised 7/12) See reverse side for continuation. Replaces all previous editions. 02/03/2010 06:48 77234051 :�PAULLUGARA1111111., PAGE 01/01 Planning & Development SeNjICE9 Building & Code Regulation Division 2300 Virginia Ave ° Fort Pierce, FL 34982 772-462.2172 flax 772-462-6443 CERTIFICATE OF TERMITE 'TREATMENT CONSTRUCTION SOIL TRrEATMIENT PERMIT:, t g ADDRLSS:'.tj BUILDER/CMTTAffCJ PEST CONTROL CONTRACTOR: PEST CONTROL LICENSE #:_-$ 1 ;, e, We, the undersigned, hereby certify that we have preh:*eated the above described COnstruction for subterranean Lermites in accordance with the standards of the National Pest Control Association. Square feet If area treated: 2-f Chemic als used: Percentage of solution; d 6 Total gallons used• /� Bate of Treatment: 1 ` � -dal S Footing i" Treatment _Re - Treat Driveway _V' Treatment Re -Treat �Q1;11cr Treatment Re -Treat Time of Treatment: / '. t1 O Slab 1« Treatment Re -Treat Pools eatment _ _Re -Treat err for Final In //signature of to r Nola, 7hpre must be a completed fCrrnl for �r/t mqui�d tre/lmJent or re 2atinent,nd thPs farm nrLIst be on tPte job site to he poked up by the inspector at Dine of each ingpecVon or the scheduled InspectYon W11/ foil and a •re-inspectrnn fee charged. F all bo iigWdo2.6 ytrcatz ofprotearbe ireatrnPnt for prnvcntlon pf termites. A in�eather resistani�ob;�ite pasting board Shall Grp p�nvid�+d to receive dup/irate Ti�+atnent Cerb'firates as each repulred protenyve ftmtMent /s rnrnpleteo, prov/dinq a copy ror the perwn the permit Is Issucd to and anol/ter copy for Ute building parW& files, The Tr?atment Cef frcatc shall provide the pradurt used, Identity of the appl/cator, !,Erne and date of lye tMoatment, site location, area treated, chemical used, perc'ebt cnncentiatlon and number dfgallons used, to establish a verifiable record of protective Ireatr7ent: iflhe soil chemical barner met/rod for taw to pr,:yentyon is used, final exlerior'treavnentsha/l be completed prior to final bulldint7 approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. t Aug' 9. 2013 12:05PM 1 YV` --........No.4851 P. 1 JM Climate Fro! Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal, resistance. 1 Homeowner's NameDate RECORD OF INSTALLATION 13r)3 6 L R-VALUE Ihr•sgft.•^F/BTU) MINIMUM INSTALLED THICKNESS (in.) SETTLED THICKNESS (in.) BAGS PER 1,000 SU. FT. MAXIMUM NET COVERAGE(sq.ft./hag) MINIMUM WEIGHT (Ibs./sq.h,) To obtain an insulation Installed insulation Expected thickness Minimum number of Contents of this beg The weight per sq. ft. resistance (R) of should not be less after long-term settling bags per 1,000 sq.ft. z(hould not cover of installed insulation than. has occured of net area: more than: should not be less than: 11 4.4 4.4 4.9 202 0156 13 5.2 5.2 5.9 170 0.185 19 7.4 7.4 8.7 114 0.275 22 8.5 8.5 10.2 98 0.321 25 • 10.0 r 10.0 12.2 62 0.364 • ,S v ,{��•�. L:Sc.: E.r�?-. yt�: ',Str ."�; e aV 'i ''�r:Y �'�a� h✓^.�� ..,.b:,„�..•^ ',F.s�°Tt;r: �; w�V��1; o�--w:;ixa�: Y, '�r'.P'i'�1..,iJ::�S) -v ; -�-�`�.gg.'a:.>�y(j: q .x.%4£:•it:17eM. •.��r.. .."4 ";.C' TJc%�ry5,�"y/...•'�,�=Y kF".: i- ,,.4._ .'b;t �tii/A9 .�77 ti�f1�V:k a >,: <r, .et,2?�...'r". .. ...':'I..•�V,'.�''lr�4M1'-'mot �. F, •. .r,1., `E,�C: 9.Kd:S>r: N,Y-F4. Mb;� •u., _,tl..,` .�i... F. 4bJ:Y.• 38 14.2 . = 14.2 18.4 54 0.579 44 16.2 16,2 21.6 46 0.680 49 17.8 17,8 24.3 41 0,767 60 21.4 21.4 30.6 33 0.063 See reverse to determine adjustment in coverage for Climate Pro Insulation insIaLd in Minnesota. Insulation Contractor Signature •• Date DAVIDSONINSULATION Company ACOSU�STIIC .1NCX Address Phone77M HomeggipBr %I TUWCIE, FL 34952 y Date Company ao r'-P-L�, Cc) A& - Address Phone t-r ✓U 1 1-4 z. Johns Manville -41*, , s r Johns Manville, 71717VI Street Denver. C0 80202. sope.W.com. For mare infarmatinn. rail fA001 fi54 3t00. BIC-162 031t2 ® 2012 Johns Manville. Printed in USA. ACEMEX Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: t 9- 0 / 1 tj90 Customer Code: Customer Name: 3022-875 CERTIFIED BUILDING CONTRACTORS INC Project Code: Project Name: Ticket Date: Delivery Address: " I:I`+/2i /1 , L►:1T-451, NETlI__I"S ISLAND 'Deli' I struyiions: Customer Job Number: Order Code / Date: 17731 SE8 05/22/ 1 Project P.O. Number: Order P.O. Number: _ Map Page: Map/Row/Column: Dispatcher: Ticket Number: 3.= Jci1791 ob: -_ Slum - - Tryck-Number; - O - _�.. Driver -umber,: _ _ryi -fY Diver• Nl�ame: (� nn r n (� r Irl1is.,7 End Use: p�h r ry LOAD CUMULATIVE I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE, AMOUNT IANTITY QUANTITY QUANTITY So 00 C-,. 00 20. 01 I.L;` S} , (V10 PRIiN; BLErtD YD 35 r 14 00 1.24.731.8 FUEL. SURCHARGE 14 0o 12027491 ENV I RONI11ENTA-L CHARGE 4'L': f 2 3:30 Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: I Y WATER ADDED: _GAL YARDS IN DRUM: L) e WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: I 1 I ❑ LOAD Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIACTI Company assumes no responsibility for damages inside curb or property line. Customer agrees to the, hs no longer terms of sale and delivery and accepts concrete as is. Due to important factors which are out ofour- ma -be -ha control after delivery, this Company will not accept any responsibility for the finished results. No edit for safe and I returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AU�RIZE within one business day after the receipt of materials. n, SIGNATURE MS: AnY-wafer—added is at customers own risk. If water is added on job, concrete strength arant6ed. WARNING: Product may cause skip and/or eye irritation. CAUTION: Material lows -to -your safety and health. Please refer to the backside of this ticket for important information, annho the material safety data sheeis for additional information. SIGNATURE: 68UNIVERSAL INVOICE This Delivery Ticket incorporates h---in reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quc �f any, and Seller's Order Confirmatic iding linutations of warranties), as if fully set forth on this Delivery Ticket ("Agree .cnt"). Seller will provide the Standard 1 ZTM and Conditions upon request. Buys; agrees that, unless otherwise noted on the front hereof, all quantities and -items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and btner siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, And/or respiratory tract. Dust from handling. crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/1-2 For more information please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito): 'cualcnrier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del. vendedor (con lim.tacio garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estdndares y condiciones lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el m.ismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los.productos de agregados son materiales naturales como piedra caliza, dolomita, graniito, roca volcdnica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de alba5ilerfa, pozzolan (tipo IP), azulejo de azotea-y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcdnica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mds de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en 1 la zona respiratoria. Polvo del manejo en el trituramiento; pulido, come y/o perforaci6n puede contener materiales i silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature cdlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. . La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toner, irritacion o Seguridad: quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la pie]. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Ldvese las manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minu-- Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mars information visita wwrw.cemexusa.com. 305 08:a, a.m. 04-30-2013 1 /1 521 NW Enterprise Drive ® Port St. Lucie, Florida 34986 (772) 924-3575 ° (772) 924-35B0 (fax) IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Nettles island, Jensen Beach, St. Lucie County Project ID: 12-1950.00 Address: Jensen Beach, St. Lucie County, Florida Report ID: D-0004 Client: Nettles.lsland Date: 4/23/2013 ermtt No: 130E-0218 Field Tech: Brandon Leadley Test Mode: Direct Transmission Area Tested: 451 Nettles Blvd. - Footings Soil Description: Tan fine sand with shell Proctor / LBR ID: P-003 Max Density (PCF): 107.0 Opt Moisture (%): 13.0% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Elev Wet Dry Moist. Compaction Location Depth Density Density (%) (in) (PCF) (PCF) /� Results 1 North Area 12 0-1 117.7 106.1 10.9% 99.2% Pass 1 est Area Area 12 1 0 -1 1 117.3 1 105.5 1 11.2% 1 98.6% 1 Pass 12 1 0- 1 1 116.6 1 105.4 1 10.6% 1 98.5% 1 Pass Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 34784 Density Standard (DS): 2571 Moisture Standard (MS): 621 Remarks: Depths are below bottom of footing. eno Tor tievation: = Proofroll 1, 2, 3 =1st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade Test report shall not be reproduced, except In full, without the written approval of GFA International Environmental • Geotechnical • Construction Materials Testing • Special and Threshold lnspec Florida's Leading Engineering Source www.teamgfa.com ° 0l3 a d W. oler, P.a Au Afess VEOI Eer 75;lo �ge/yQ�V��1V�Pi�d��bmpl lance Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: S( tir If er-5 . Project Address: I- a-� q 5-1 e) ive- 1" -S 'Is [..,A Permit #: Occupancy Type: Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida �- 1•IL-COde 2010 Edition with 20 16 Supplements using ASCE 7-10 2. Structure Designe as c ec one 3. Risk Category: _I_II _III IV Exposure Category: B C )(- D 4. Design Wind Velocity 1?o mph ASD X_LRFD End Zone Width: ft 5. Mean Roof Height 16 $" ft Roof Pitch: "( :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: Z• 5 Zone 2: 73.4 Zone 3: 011.3 Zone 4: 50. 3 Zone 5: _ (v Z. 1 Garage: 5' .- & 7. Design Loads: Floor: (,15 PSF Roof/Dead: PSF Roof/Live: 3 t) Balcony: GO PSF Dock: N 1A PSF Deck: k iA PSF Stairs: yU PSF Fence: PJA PSF Railings: PSF 8. Were Shear Walls Considered For Structure? -Yes Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: Z 5-Do PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the'best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Print Name Cert # & Co. Cert Auth. CnSlnft1'ine AXeAdicsItS.Ic. /L 21 /Z Signature, Dat , and Sea[ Sao A% ce ^" X o"' ,.iQAS : Slc ZGorf'al-, /Stgck 6r.AcnSr.PL Company Name & Address 33Y1 S SLCCDV Form # 020-12 Revised 3/15/12 (JS) Building Permit # Planning & Development Se Building & Regulatic Product Review, Owners Name ces Department Division davit Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Prod ict Approval Slumber Glass Type Method of Attachment Windows L[; r;(.ev S -10.0 VGZt 47H-I00 �12 �.7 IKE 3 14K�I��FµIk 6-'V4MV TG'S Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors C7 6 b—LEV k Ce7. 0 n%Xs 4b W �� pl,. �t•l•�l (Mp Viex l'/� µ1N 1;�13t,"G c � t�" G•L• French Doors fig, CON tc Garage Doors e7 b'1,�U. ir'to-U'5f-o w- [7woN gjvZLi ql �1 6wIP tF/!lP(ACty C WA lAvr,E LN-CO Pi27-(� Hurricane Protection Roof Ventilation Roofing Material �. -. G1,5 5 'DANy wyrnM 0 4f wr1, 1xhI� u6-15� f�•1 - 2" (1oD1r6N& �iL[�EWy Lsl2" o.�. I have reviewed the above components or cladding and I have approved their use in this structure. These prod cts provide adequate resistance to the wind loads and forces specified by current code provisions. Name: a �..� S ,,,,�,1, Signature: seal Design Prof: Cert. No. AU 4 : (o ! S so Date: ]zf Z f! I z .R FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Sears Residence Builder Name: Street: Lot 451 Nettles Island Permit Office: St. Lucie County City, State, Zip: Fort Pierce , FL , Permit Number: Owner. Sears Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1554.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1398.70 ft2 b. Frame -Wood, Exterior R=13.0 155.31 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1434.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1434.00 ft2 6. Conditioned floor area above grade (ft2) 1434 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(228.5 sqft.) Description Area a. Sup: RoomslnBlock1, Ret: RoomslnBlock1, AH: 6 286.8 - a. U-Factor: Sgl, U=0.29 228.50 ft2 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: d. U-Factor. N/A ft2 a. Electric Heat Pump 59.1 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 0.764 ft. Area Weighted Average SHGC: 0.270 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1434.0 sqft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1434.00 ft2 b. Conservation features b. N/A R= ft2 Heat Recovery Unit c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.159 Total Proposed Modified Loads: 17.69 PASS Total Standard Reference Loads: 22.00 �7�7 1 hereby certify that the plans a speci tion overed by Review of the plans and O�'SI ST.g?F this calculation are in compliance with the Flo da Energy specifications covered by this y _ Off, Code. calculation indicates compliance�,,��'';-- _ = o t~ -=�O WnJ - if -' with the Florida Energy Code. rnris''•: ='•�.°��, PREPARED BY: t /,aJ/'- Before construction is completed DATE: - 13 this building will be inspected for compliance with Section 553.908 O * �' I hereby certify that this building, as designed, is in compliance Florida Statutes. COD � with the Florida Energy Code. VwMis F '4u-- OWN ER/AG ENT:._," -4� BUILDING OFFICIAL: DATE: y / ? - / 3 DATE: . - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/17/201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. Lot 451 Nettles Island, Fort Pierce, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1398.70 ftz b. Frame - Wood, Exterior R=13.0 155.31 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1434.00 ft2 6. Conditioned floor area (ft2) 1434 b. N/A R= ftz c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ftz a. U-Factor: Sgl, U=0.29 228.50 ft2 a. Sup: RoomslnBlock1, Ret: RoomslnBlockl, AH: 6 286.8 SHGC: SHGC=0.27 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 42.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 SHGC: r iciency a. Electric Heat Pump 59.1 HSPF:9.00 Area Weighted Average Overhang Depth: 0.764 ft. Area Weighted Average SHGC: 0.270 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 1434.00 ft2 a. Electric EF: 0.91 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features Heat Recovery Unit 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: , Address of New Home: Date: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Sears Residence FLProp2010 Sears 1 St. Lucie County Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1434 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: Lot 451 Nettles island County: St. Lucie City, State, Zip: Fort Pierce , FL, CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1434 13336.2001 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1434 13336.2001 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 1434 ft 0 1434 ft2 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1553 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6- ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1434 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1434 ft2 0.11 Wood 4/17/201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block- Int Ins@loomslnBloc 4 24.2 9.3 225.0600 0 0.75 0 2 NE Exterior Concrete Block - Int InslRoomsInBloc 4 48.3 9.3 449.1900 0 0.75 0 3 S Exterior Concrete Block - Int InsRoomslnBloc 4 10.8 9.3 100.4400 0 0.75 0 4 W Exterior Concrete Block - Int InsBloomslnBloc 4 21.8 9.3 202.7399 0 0.75 0 5 SW Exterior Concrete Block - Int InsBloomslnBloc 4 10.4 9.3 96.72000 0 0.75 0 6 SW Exterior Frame - Wood RoomslnBloc 13 16.7 9.3 155.3100 0 0.75 0 7 SW Exterior Concrete Block -'Int InsEloornsInBloc 4 12.9 9.3 119.9700 0 0.75 0 8 S Exterior Concrete Block - Int Ins6IoomsInBIoc 4 8 9.3 74.40000 0 0.75 0 9 S Exterior Concrete Block - Int Ins5loomsInBloc 4 6 9.3 55.80000 0 0.75 0 10 NW Exterior Concrete Block - Int InsBloomslnBloc 4 8 9.3 74.40000 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood RoomslnBloc None 0.460000 3 7 21 ft2 WINDOWS - Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes. 0.29 0.27 N 15 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 2 NE 2 Metal Single (Tinted) Yes 0.29 0.27 N 8 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 3 NE 2 Metal Single (Tinted) Yes 0.29 0.27 N 22.5 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 4 NE 2 Metal Single (Tinted) Yes 0.29 0.27 N 6 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 5 S 3 Metal Single (Tinted) Yes 0.29 0.27 N 12 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 6 W 4 Metal Single (Tinted) Yes 0.29 0.27 N 30 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 7 SW 5 - Metal Single (Tinted) Yes 0.29 0.27 N 54 1112 1 ft 0 in 0 ft 0 in HERS 2006 None 8 SW . 6 Metal Single (Tinted) Yes 0.29 0.27 N 54 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 9 SW 7 Metal Single (Tinted) Yes 0.29 0.27 N 27 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1354.1 74.338 139.80 0.2628 6.0921 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 59.1 kBtu/hr 1 sys#1 4/171201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 42 kBtu/hr 1260 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.9108 1 gal 50 gal 120 deg Heat Recovery Unit SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftZ DUCTS — Supply --- — Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 RoomslnBloc 6 286.8 ft RoomslnBloc 71.7 ft' DSE=0.88 RoomslnBl 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling X Jan Feb Mar X Apr May Jun X Jul X Aug X Sep Oct . Nov Dec .HeatingX Jan Feb Mar E X Apr X May X Jun Jul X Aug X Sep Oct Nov Dec venting an L'&] r-eD LXj Mar LXj Apr LXj May LXj Jun LAI JUIug JAJ Oep LAI UCIov JAJ UeG Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/17/201311:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Lot 451 Nettles Island PERMIT #: Fort Pierce, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the _ containment -passageways for air d*stdbution be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 603.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/17/2013 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Sears Residence HVAC Load Calculations for Sears Lot 451 Nettles Island Blvd Fort Pierce, Florida RHIVAC Ls A L �D Prepared By: Residential Energy Calc's Monday, February 18, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 9Y g , _ Loads' Elite Software Development, Inc. R vac Residential & Li ht Commercial HVAC Residential Ener Calc's Sears.ResidenC6 Port Saint' Lucie, FL 94983 Page' 2 [Project Report. General Project Information . Project Title: Sears Residence Designed By: QEA Associate Project Date: Monday, February 18, 2013 Client Name: Sears Client Address: Lot 451 Nettles Island Blvd Client City: Fort Pierce, Florida Company Name: Residential Energy Calc's Des n. Data:, •-, . Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: ° Summer: 90 78 59% 50% 75 61 Cheek Fi ures ... Total Building Supply CFM: 1,389 CFM Per Square ft.: 0.969 Square ft. of Room Area: 1,434 Square ft. Per Ton: 404 Volume (ft) of Cond. Space: 13,336 Buildin Loads; Total Heating Required Including Ventilation Air: 25,188 Btuh 25.188 MBH Total Sensible Gain: 31,360 Btuh 74 % Total Latent Gain: 11,245 Btuh 26 % Total Cooling Required Including Ventilation Air: 42,605 Btuh 3.55 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA 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. C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc.' Residential Energy;Calc's Sears Residence`. Port`Saint,Lucie, FL 84683 Page 3 "s-cellaneous Report System 1 Rheem`Or Equivalent Outdoor. ' Outdoor Outdoor - Indoor . Indoor, Grains In ut Data D Bulb Wet Bulb ,; - : Rel.Hum ', ReLHum .. Dry, Bulb Difference" Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 Duct Sizing'Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 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. Outside Air Data Winter Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr 100 CFM 51 CFM Infiltration Actual: 0.390 AC/hr 0.048 AC/hr Above Grade Volume: X 13,336 Cu.ft. X 13,336 Cu.ft. 5,198 Cu.ft./hr 639 Cu.ft./hr X 0.0167 X 0.0167 Total Building Ventilation: 50 CFM 50 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr (100 CFM), Construction: Average Summer Infiltration Specified: 0.230 AC/hr (51 CFM), Construction: Average DuctLoad-Factor Scenarios for S stem A . :Attic :. Duct Duct ;Surface From 'Tye Descri tion Location _ , d0i ing, Leakage e - _Insulation ;; _ Area _ _ _ [T]MDD 1 Supply Attic 16B 0.12 6 387 No 1 Return Attic 16B 0.12 6 143 No C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM c Residential 8 Light.Commercial HVAC LoadsElite SoftwareDevelopment,Inc. [�!Rtva _!ntl. Energy Calc's Sears Residence..t Saint.Lucie, FL 34983`. ', Pa e 4 Load Preview Report Net ft? i Sen Lat Net Sen Ss Sys Duct Scope Ton /Ton Area Gain Gain Gain Loss Htg CFM Clg CFM Act CFM Size Building 3.55 404 - 1,434 31,360, 42,605 25,188 307, 1,389 1,389 System - 3.55 404 1,434 31,360 _11,245 11,245 42,605 25,188 307 I®I 1,389 OXO* Ventilation 824 2,076 2,899, 1,539 - r - Duct Latent Zone 1 - - - - - = 1,434 - -- - 30,536 7640 38,176 23,650 307, 1,389 _ _ _._ 1-Master Bedroom _ 224 5,444 1,079 6,523 3,853 50 248 2-0*_ 2-Master Bath " -- 120 2,397' 1,658 4,055 ' 2206 29 175 1-0* 3-Guest Bedroom -- - ----- -- --- - - 224: - - -- - --- 41 5 3,854 - 442 42 4296 2,558 33: 33',�- 175' 2-0* 4- h2 _ - ... - --- - ---- - --, 56 - - -1,611 ! - 421 -- - 2,032_945 - --- -- 12 ® - -- 5-Laundry - 641 418 - 1221 1,639, 750 10 ®- - - 19 1-0* 6 IGtchen ....... -._ _ . _ 961 2,711 ' 1,053 , 3,764 1,997 26 - 123 i - 1-O* 7-BreakfastArea 60 1,881 50' ,. _ 86' ..1-0* _8-Dining --__. _ . _ ...- -- ..-_----- -- - -_ -- -__- -------------- - ----- -156 . 5 0110 634. 5,644 3298 43 228 2-0* 74 360: 6 893. 1 013 7 5'5211 314 3-0* 10-Walk 10-WalklnCloset __- 317.. 330 -67. �® 14 1-0• C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac - Residential & Light Gonimercial, HVAC Loads Elite Software Development, Inc: Residential Energy, Calc's, • _ . :: Sears Residence Port Saint Lucie, FL 34983 : page 5 -buct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts - - -- -- Zone 1 - - -- - -- - - -- 1-Master Bedroom 'Built-in 450 750 0 0.1 0 50j 248 2-0 2-Master Bath Built -In 450 750 0 0.1 0 29 109 1-0 3-Guest Bedroom _ Built -In 450 750 0 01 0 33 175 2-0 4-Bath Built -In J 4_50 -. 750 0 01. 0 12' 73 1-0 5-Laundry Built -In. _ 450 750 0.1 .. ..-. __ 0 1 OM - 6-Kitchen Built -In 450 .' _0 750 0 . 0.1 0 26 123 1-0 1 8-Dining ._..-- Built -In 750 0 43'®- 28 1, 228 2-0 9-Living Built -In ... _...450 450 , - -_.. 750.. 0 _01. 0.1 --0 0, - ._ 65I®_ 314 3-0 10-Walk In Closet Built -In .. 450 750 0 0.1 0 7 14_ 1-0 Other Ducts in System 1 • - - Supply Main Trunk Built -In 650 900, 0 0.1 0 307' 1,389 Ox0 Summary System 1 -------- Heating Flow: 307 ---...._.._... --- — _....._. -._ . _..._ _..... - - _..._..... -- --..- ----- Cooling Flow: 1389 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac - Residential & Light Commercial HVAC Loads Residential Energy Calc's Elite Software Development, Inc. Sears Residence Port Saint Lucie, FL 34983 Pa e 9 Total Building Summary Loads Cornponenf Area ° ;.. Sen `Lat Sen Total Descri tion �1A-cb-o: Quan Loss , Gain • Gain Gain Glazing -Single pane, operable window, clear, 209.5 6,333 0 12,120 12,120 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 21 229 0 213 213 13A-4ocs: Wall -Block, board insulation only, R-4 board 1322.6 5,296 0 2,893 2,893 insulation, open core, siding finish 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1434 1,286 0 2,294 2,294 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-30 insulation 20P-30: Floor -Over open crawl space or garage, Passive, 1434 1,408 0 502 502 R-30 blanket insulation, any cover Subtotals for structure: 14,552 0 18,022 18,022 People: 12 2,400 2,760 5,160 Equipment: 4,800 600 5,400 Lighting: 0 0 0 Ductwork: 6,432 1,530 5,238 6,768 Infiltration: Winter CFM: 87, Summer CFM: 11 2,666 440 175 615 Ventilation: Winter CFM: 50, Summer CFM: 50 1,539 2,075 824 2,899 AED Excursion: 0 0 3,741 3,741 Total Building Load Totals: 25 1 11245 31,360 Check Figures,. Total Building Supply CFM: 1,389 CFM Per Square ft.: 0.969 Square ft. of Room Area: 1,434 Square ft. Per Ton: 404 Volume (ft3) of Cond. Space: 13,336 Building Loads Total Heating Required Including Ventilation Air: 25,188 Btuh 25.188 MBH Total Sensible Gain: 31,360 Btuh 74 % Total Latent Gain: 11,245 Btuh 26 % Total Cooling Required Including Ventilation Air: 42,605 Btuh 3.55 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA 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. C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac -Residential 8< Light Commercial HVAC Loads Residential Energy Calds Port Saint Lucie, FL 34983 Elite Software Development, Inca Sears Residence Pa a 12 System 1 Rheem Or Equivalent Summary Loads Component -Area. Description Quan Sen Loss Lat Gain,Gain Sen .; _._ Total Gain 1A-cb-o: Glazing -Single pane, operable window, clear, 209.5 6,333 0 12,120 12,120 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 21 229 0 213 213 13A-4ocs: Wall -Block, board insulation only, R-4 board 1322.6 5,296 0 2,893 2,893 insulation, open core, siding finish 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1434 1,286 0 2,294 2,294 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-30 insulation 20P-30: Floor -Over open crawl space or garage, Passive, 1434 1,408 0 502 502 R-30 blanket insulation, any cover Subtotals for structure: 14,552 0 18,022 18,022 People: 12 2,400 2,760 5,160 Equipment: 4,800 600 5,400 Lighting: 0 0 0 Ductwork: 6,432 1,530 5,238 6,768 Infiltration: Winter CFM: 87, Summer CFM: 11 2,666 440 175 615 Ventilation: Winter CFM: 50, Summer CFM: 50 1,539 2,075 824 2,899 AED Excursion: 0 0 3,741 3,741 System 1 Rheem Or Equivalent Load Totals: , Check Figures Supply CFM: 1,389 CFM Per Square ft.: 0.969 Square ft. of Room Area: 1,434 Square ft. Per Ton: 404 Volume (W) of Cond. Space: 13,336 System Loads Total Heating Required Including Ventilation Air: 25,188 Btuh 25.188 MBH Total Sensible Gain: 31,360 Btuh 74 % Total Latent Gain: 11,245 Btuh 26 % Total Cooling Required Including Ventilation Air: 42,605 Btuh 3.55 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA 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. C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac - Residential & Light Commercial; HVAC Loads Residential Energy Calc's Port Saint Lucie, FL 34983 Elite Software Develo merit, Inc. :, Sears Residence Page, 17 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen . Total .Description _ Quan Loss Gain' Gain`' Gain 1A-cb-o: Glazing -Single pane, operable window, clear, 209.5 6,333 0 12,120 12,120 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 21 229 0 213 213 13A-4ocs: Wall -Block, board insulation only, R-4 board 1322.6 5,296 0 2,893 2,893 insulation, open core, siding finish 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1434 1,286 0 2,294 2,294 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-30 insulation 20P-30: Floor -Over open crawl space or garage, Passive, 1434 1,408 0 502 502 R-30 blanket insulation, any cover Subtotals for structure: 14,552 0 18,022 18,022 People: 12 2,400 2,760 5,160 Equipment: 4,800 600 5,400 Lighting: 0 0 0 Ductwork: 6,432 0 5,238 5,238 Infiltration: Winter CFM: 87, Summer CFM: 11 2,666 440_ 175 615_ System 1, Zone 1 Load Totals: 23,650 7,640 30,536 38,176 Check Figures upp y 1,389 CFM Per Square ft.: 0.969 Square ft. of Room Area: 1,434 Square ft. Per Ton: 451 Volume (ft3) of Cond. Space: 13,336 Zone Loads' - Total Heating Required: 23,650 Btuh 23.650 MBH Total Sensible Gain: 30,536 Btuh 80 % Total Latent Gain: 7,640 Btuh 20 % Total Cooling Required: 38,176 Btuh 3.18 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA 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. C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac Residengtlal & Li 4t Commercial HVAC Loads, 9 - Elite Software Development, Inc: Residential Ener Calcs Sears Residence' Port Saint Lucie, FL. 34083 Page 20. Detailed Room Loads - Room 1 - Master Bedroom (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 224.0 sq.ft. Supply Air: 248 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 7.1 AC/hr Volume: 2,083.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 124 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 16 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 2 CFM lItem: Area -U- Htg -Sen Clg Lat` Sen be"scnpfioni,' Quantity Value .; HTM . Loss HTM Gain Gain` N -Wall-I3A-4ocs 16 X 9.3 148.8 0.143 4.0 596 2.2 0 326 W -Wall-I3A-4ocs 14 X 9.3 100.2 0.143 4.0 401 2.2 0 219 W -GIs-1A-cb-o shgc-0.75 16%S (2) 30 1.080 30.2 908 79.0 0 2,370 UP-Ceil-1613-30 16 X 14 224 0.032 0.9 201 1.6 0 358 Floor-20P-30 14 X 16 _ _— 224 _0_035_ 1.0 220 0.4 0 78 Subtotals for Structure: 2,326 0 3,351 Infil.: Win.: 15.6, Sum.: 1.9 279 1.717 479 0.115 79 32 Ductwork: AED xcursion: 667 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment- --- Room Totals: ----- --- 3,853 --------600 — 1,079 ---0 5,444 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac RgsidentiM & Light Commercial HVAC Loads Residential Energy Calc's Port Saint Lucie,, FL 34983 ' - _ _ Elite Software Development, Inc. Sears Residence Page 21 -Detailed Room Loads - Room 2 - Master Bath (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 120.0 sq.ft. Supply Air: 109 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 5.9 AC/hr Volume: 1,116.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 109 CFM Percent of Supply.: 4 % Runout Duct Size: 0 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area. -U- Htg Sen Clg Lat;> Sen. Des' cri tion Quantity Value'; HTM Loss HTMI Gain Gain N -Wall-I3A-flocs 10 X 9.3 93 0.143 4.0 372 2.2 0 203 NE-Wall-13A-flocs 12 X 9.3 103.6 0.143 4.0 415 2.2 0 227 NE-GIs-1A-cb-o shgc-0.75 0%S 8 1.080 30.2 242 68.1 0 545 UP-Ceil-1613-30 12 X 10 120 0.032 0.9 108 1.6 0 192 Floor-20P-30 10 X 12 120 0.035 1.0 118 0.4 0 42 Subtotals for Structure: 1,255 0 1,209 Infil.: Win.: 11.4, Sum.: 1.4 205 1.716 351 0.112 58 23 Ductwork: xcursion: 294 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment_ ---------------------_-------------------- _ _ -------------- 1,200 ---- 0 Room Totals: 2,206 1,658 2,397 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac - Residential 8 Light Commercial HV_ AC Loads Elite Software Development, Inc. Residential Energy Calc's Sears Residence Port Saint Lucie, FL 34583 Page 22 'Detailed Room Loads - Room 3 - Guest Bedroom (Average Load Procedure) General . - . Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 224.0 sq.ft. Supply Air: 175 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 5.1 AC/hr Volume: 2,083.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 88 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg , Sen Clg Lat. Sen Description ` Quantity Value ,; HTM Loss' . HTM Gain Gain NE-Wall-I3A-flocs 16 X 9.3 126.3 0.143 4.0 506 2.2 0 276 NE-GIs-1A-cb-o shgc-0.75 0%S 22.5 1.080 30.2 680 68.1 0 1,532 UP-Ceil-1613-30 16 X 14 224 0.032 0.9 201 1.6 0 358 Floor-20P-30 14 X 16 224 0.035 1.0 220 0.4 0 78 Subtotals for Structure: 1,607 0 2,244 Infil.: Win.: 8.3, Sum.: 1.0 149 1.714 255 0.114 42 17 Ductwork: 696 661 AED Excursion: People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,558 442 3,854 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Residential & Light Commereial HVAC Loads Ehte_ Software Development, Inc.' IRbrvac Residential Energy Calds Sears Residence:, F36r'fSaint Lucie, FL 34983 ` Pa a 23 Detailed Room Loads - Room; 4 - Bath 2 (Average Load Procedure) - Gerieral . _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 56.0 sq.ft. Supply Air: 73 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 8.4 AC/hr Volume: 521.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 73 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.000 in.wg./l00 ft. Actual Summer Infil.: 1 CFM Ht9y Sen, Desenptionx:QuanttyUalue:: HTM _Loss, Gain;' Gain` NE-Wall-13A4ocs 8 X 9.3 68.4 0.143 4.0 274 2.2 _. ... 0 150 NE-GIs-1A-cb-o shgc-0.75 0%S 6 1.080 30.2 181 68.2 0 409 UP-Ceil-1613-30 8 X 7 56 0.032 0.9 50 1.6 0 90 Floor-20P-30 7 X 8 56 0.035 1.0 55. 0.4 0 20 Subtotals for Structure: 560 0 669 Infil.: Win.: 4.1, Sum.: 0.5 74 1.720 128 0.108 21 8 Ductwork: 257 276 AED Excursion: eop e: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 945 s 421 1,611 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Residential Energy Calc's eA ' _ Sears Residence; Port Saint Lucie, FL 34983 "Detailed Room Loads - Room 5 - Laundry (Average Load Procedure) General, - Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 64.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 1.9 AC/hr Volume: 595.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 19 CFM Percent of Supply.: 8 % Runout Duct Size: 0 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM •. Item x r ti, Area lJ k Y HtS CI L s ens g at , t Sen Desen tion; _ „ Quamti * _.Value;;` H r,. TM� , Lyoss. r., ' HTM , Gain NE-Wall-13A-4ocs 8 X 9.3 74.4 0.143 4.0 298 2.2 0 163 LIP-Ceil-1613-30 8 X 8 64 0.032 0.9 57 1.6 0 102 Floor-20P-30 8 X 8 _ 64 0.035 1.0 63 0.4 0 .22 Subtotals for Structure: 418 0 287 Infil.: Win.: 4.1, Sum.: 0.5 74 1.720 128 0.108 21 8 Ductwork: 204 72 AED Excursion: 51 Equipment: Room Totals: 750 1,221 418 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM hvac Residential &" Light Commercial HVAC Loads_ Elitet, _ Software Developmen vinc. „Residential Energy Calc's Sears Residence Port Saint Lucie, FL 34983 ;. Pa a 25 'Detailed Room Loads - Room 6 - Kitchen (Average Load Procedure) L:General . t Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 96.0 sq.ft. Supply Air: 123 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 8.3 AC/hr Volume: 893.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 123 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM k Area Item �F U x<Htg Sen Clg r Lat ; �Sen Desc�ipfion Quanti R:Ualue.;` IaITM Loss .` HTM Garn . Gairi NE-Wall-13A4ocs 12 X 9.3 111.6 0.143 4.0 447 2.2 0 244 S -Wall-13A-4ocs 8 X 9.3 66.4 0.143 4.0 266 2.2 0 145 S -GIs-1A-cb-o shgc-0.75 100%S 8 1.080 30.2 242 32.0 0 256 UP-Ceil-1613-30 12 X 8 96 0.032 0.9 86 1.6 0 154 Floor-20P-30 8 X_ 12 _ ___ 960.0_3_5 94 0.4 0 34 Subtotals for Structure_ _1.0 1,135 _ 0 833 Infil.: Win.: 10.4, Sum.: 1.3 186 1.715 319 0.113 53 21 Ductwork: 542 AED Excursion: 332 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: _ 60_0 600_ Room Totals: 1,997 1,063 2,711 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac.. R sidential & Li ht Commercial HVAC Loads, Residential�Energy Calc'sg ,Port Saint Lucie, FL 34983 Sears'Resi Elite Software Develo me a 26 dence -Detailed Room Loads - Room 7 - Breakfast Area (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 86 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 9.2 AC/hr Volume: 558.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 86 CFM Percent of Supply.: 6 % Runout Duct Size: 0 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.000 in.wg./l00 ft. Actual Summer Infil.: 1 CFM Item i Area -U- Htg Sen Clg Lafi Sen Description Quantit' Value ` HT%M . Loss " HTM , Gain Gain` S -Wall-13A-4ocs 10 X 9.3 66 0.143 4.0 264 2.2 0 144 SE-Wall-13A-4ocs 3 X 9.3 27.9 0.143 4.0 112 2.2 0 61 SW-Wall-13A-flocs 6 X 9.3 55.8 0.143 4.0 223 2.2 0 122 S -GIs-lA-cb-o shgc-0.75 100%S 27 1.080 30.2 816 32.0 0 864 UP-Ceil-1613-30 10 X 6 60 0.032 0.9 54 1.6 0 96 Floor-20P-30 6 X 10 60 0.035 1.0 59 0.4 0 21 Subtotals for Structure: _ 1,528 _ 0 _ 1,308 Infil.: Win.: 9.9, Sum.: 1.2 177 Ductwork: 684 323 AED Excursion: 230 Room Totals: _ 2,515 50 1,881 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac Rgsidential'& Light Commercial HVAC Loads Elite Software Development, Inc: ' Residential Energy Calc's _ . + Sears Residence. Port'Saint Lucie, FL 34983 �D' Page 27 :Detailed Room Loads - Room 8 - Dining (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 156.0 sq.ft. Supply Air: 228 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 9.4 AC/hr Volume: 1,451.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 7 CFM Runout Air: 114 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 1 CFM Area -U-, Htg,. ; . Sen Pig Lat Sen Description Quanti Value ;' NTM - Loss HTM , Gain Gain SW-Wall-13A-4ocs 13 X 9.3 66.9 0.143 4.0 268 2.2 0 146 SW-GIs-1A-cb-o shgc-0.75 29%S 54 1.080 30.2 1,632 56.9 0 3,072 (2) UP-Ceil-1613-30 13 X 12 156 0.032 0.9 140 1.6 0 250 Floor-20P-30 12 X 13 156 0.035 1.0 15$ 0.4 0 55 Subtotals for Structure: 2,193 0 3,523 Infil.: Win.: 6.7, Sum.: 0.8 121 1.720 208 0.116 34 14 Ductwork: xcursion: 614 Equipment: 600 0 Room Totals: 3,298 634 _ 5,010 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM FLhvac -Residential & Light Commercial HVAC Loads - Elite Software Development, Inc. Residential Energy Calds Sears Residence Port Saint Lucie, FL 34983 Pa e'28 'Detailed Room Loads - Room 9 - Living (Average Load Procedure) General ; Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 1 Area: 374.0 sq.ft. Supply Air: 314 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 5.4 AC/hr Volume: 3,478.0 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 11 CFM Runout Air: 105 CFM Percent of Supply.: 3 % Runout Duct Size: 0 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area., -U- Htg , Se n Clg . Lat` Sen Description Quantit Value .;' HTM Loss'' HTM Gain " Gain SW-Wall-13A-4ocs 17 X 9.3 83.1 0.143 4.0 333 2.2 0 182 SE-Wall-13A-4ocs 6 X 9.3 55.8 0.143 4.0 223 2.2 0 122 NW-Wall-13A-4ocs 3 X 9.3 27.9 0.143 4.0 112 2.2 0 61 SW-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 SW-GIs-1A-cb-o shgc-0.75 29%S 54 1.080 30.2 1,632 56.9 0 3,072 (2) UP-Ceil-1613-30 22 X 17 374 0.032 0.9 335 1.6 0 598 Floor-20P-30 17 X 22 374 0.035 1.0 367 0.4___ 0 131 Subtotals for Structure: 3,231 0 4,379 Infil.: Win.: 13.5, Sum.: 1.7 242 1.716 415 0.112 69 27 Ductwork: 1,362 1,182 AED Excursion: 844 People: 200 ]at/per, 230 sen/per: 2 400 460 Equipment: _ 600 0 Room Totals: 5,008 1,069 6,893 C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM Rhvac R sidentigI & Light Commercial HVAC Loads _ 9Development; EliteE_ life Software Residential Energy Calcs, +s ,. Residence Port Saint Lucie, FL' 34983 a a 29, Detailed R06M Loads - Room 10 - WalkIn Closet. (Average Load Procedure) ,General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 14 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 1.6 AC/hr Volume: 558.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 14 CFM Percent of Supply.: 8 % Runout Duct Size: 0 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 4 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM s� Area �r t f k CI Late ' r Sen; Quantit" Descn ,tion. :. Value,: HTM s�Ldss - HTM, , Gain::'airr W -Wa11-13A-4ocs 5 X 9.3 46.5 0.143 4.0 186 2.2 0 102 UP-Ceil-1613-30 12 X 5 '60 0.032 0.9 54 1.6 0 96 Floor-20P-30 5 X 12 60 0.035 1.0 59 0.4 0 21 Subtotals for Structure: 299 0 219 Infil.: Win.: 2.6, Sum.: 0.3 47 1.720 80 0.108 13 5 Ductwork: 142 54 AED Excursion: 39 Room Totals: Q\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM --- 1 Master Bedroom 224 3,853 50 2-0 0 5,444 1,079 248 248 2 Master Bath 120 2,206 29 1-0 0 2,397 1,658 109 109 3 Guest Bedroom 224 2,558 33 2-0 0 3,854 442 175 175 4 Bath 2 56 945 12 1-0 0 1,611 421 73 73 5 Laundry 64 750 10 1-0 0_ 418 1,221 19 19 6 Kitchen 96 1,997 26 1-0 0 2,711 1,053 123 123 7 Breakfast Area 60 2,515 33 1-0 0 1,881 50 86 86 8 Dining 156 3,298 43 2-0 0 5,010 634 228 228 9 Living 374 5,008 65 3-0 0 6,893 1,069 314 314 10 Walk In Closet 60 521 7 1-0 0 317 13 14 14 Ventilation 1,539 824 2,075 Duct Latent 1,530 _ System 1 total 1,434 25,188 307 31,360 11,245 1,389 1,389 System 1 Main Trunk Size: OxO in. Velocity: 0 ft./min Loss per 100 ft.: 0.000 in.wg , Cooling System Summa Cooling < Sensible/Latent Sensible. Latent Total Net Required: 3.55 74% / 26% 31,360 11,245 42,605 Actual: 3.58 73% / 27% 31,500 11,500 43,000 Type: Model: Indoor Model: Brand: Description: Efficiency: Comment: Sound: Capacity: Sensible Capacity: Latent Capacity: Two Speed Heat Pump RXBH24A1OJ HEAT PUMP HSPF 8.5 0 0 43000 n/a n/a Coolinq System Standard Air Conditioner RPNL042JAZ RHSLHM4221JA CENTRAL UNIT 13 SEER 0 0 0 43000 31,500 Btuh 11,500 Btuh C:\ ...\Sears Residence.rh9 Monday, February 18, 2013, 10:52 AM s = A-1 ROOF TRUSSES A FLORIDA CORPORATION Location Information Contractor / Builder: Project Name:, . Project Address: Lot # Block # Model # Subdivision: Design Instructions SHORELINE RV & MH REPAIR SEARS RES. 4451 St. Luc! Blvd. / Ft. Pierce, FI. 34946 772-409-1010 / 800-525-0126 / 772-409-1020 (fax) Job Number: 55249 Occupancy: SFR County: ST. LUCIE Design Criteria: ASCE 7-10 Wind: 170 MPH "D" Computer Program Used: MITEK INDUSTRIES Truss Company: Al Roof trusses Ltd Loading Instructions 1 ROOF LOAD FLOOR LOAD Top Chord Live Load 20.0 Top Chord Live Load 0.0 Top Chord Dead Load 15.0 Top Chord Dead Load 0.0 Bottom Chord Live Load 10.0 Bottom Chord Live Load 0.0 Bottom Chord Dead Load 10.0 Bottom Chord Dead Load 0.0 Total Load 55.0 Total Load Duration Factor 00 1.25 Duration Factor 0,0 - As witness my seal, I hereby certify that this serves as a cover sheet in conformance with Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package includes a truss index sheet and truss drawings. Julius Lee, PE / Florida Certification Number 34869/ 1109 Coastal Bay, Boynton Beach, FL 33435 4/3/2013 oCENgF' 7k _ N 34869 __ - 0 !Y _� Wz7 ,p' STATE OF _�� FCORIOP.•'w`r,% ''SRONIAL,� \\`�� 1109 COASTAL BAY BOYNTON BC,FL 33435 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2 and ANSI/TPIMTCA Section 2. The identity of the structural Engineer of Record did not exist as of the seal date per section 61 G15-31.003(5a) of the Florida Administrative Code. A-1 ROOF TRU55E5 A FLORIDA CORPORATION 4451 St. Luci Blvd. / Ft. Pierce, Ff. 34946 772-409-1010 / 800-525-0126 / 772-409-1020 (fax) The grades of all lumber used in those products manufactured by A-1 Roof Trusses shall be equal to or greater than the grade noted in the!d in the drawings prior to cutting. The design values of visually graded lumber shall be as set forth in particular grading agency publications. To the extentie extent published design values are changed, A-1 Roof Trusses will incorporate such changes for newly permitted projects only. A-1 Roof TrussesTrusses otherwise makes no warranty or representation as to lumber grade of design values.lues. TRUSS A01G TRUSS ID A0109243 A02 A0109244 A03 A0109245 A04 A0109246 A05 A0109247 A0.6 A0109248 A07 A0109249 A08 A0109250 A09 A0109251 A10 A0109252 A11 A0109253 A0109254 A13 A0109255 A14 A0109256 A15 A0109257 A16 A0109258 A17 A0109259 A18 A0109260 A19G A0109261 130113 A0109262 C01G A0109263 CO2 A0109264 CO3 A0109265 ' CO3A A0109266 C04 A0109267 C04A A0109268 TRUSS TRUSS ID S TRUSS ID C05 A0109269 *HJC1 A0109295 C05A A0109270 H4AO109296 CJA A0109271 A0109297 CJA1 A0109272 J311 A0109298 CJA2 A0109273 J311G J5 —AZ 109 999 A0109300 CJA3 A0109274 CJA4 A0109275 J5G A0109301 CJB A0109276 JB1 A0109302 CJ81 A0109277 J132 A0109303 CJ132 A0109278 JB3 A0109304 CJB3 A01092791-24 CJ134 A0109280 JB5 A0109306 CJC A0109281 JB6 A0109307 CJC1 A0109282 JB7 A0109308 JC1 A0109309 CJC2 A0109283 CJC3 A0109284 JC2 A0109310 CJC4 A0109285 JC3 A0109311 CJC5 A0109286 CJC6 A0109287 HC4 A0109288 HJ311 A0109289 HJ5A HJ5B HJ5C *A0109294 iJA -IJB1 \ 4/3/2013 Julius Lee, PE / Florida Certification Number 34869 Seal Applied to the Right b Number: 55249 Index Sheet for Drawings \,ICEN4 * N 34869 WZ: ;O STATE OF •'• FCORIDP.•'• �`�� IA``� 1109 COASTAL BAY BOYNTON BC,FL 33435 Special Girder A0109243 3-10 0 5-9 4 10-3-11 14 S 5 —" `'Vv`'" `'V"Y�' �'" "" ""'vveyavnn�cvcovmnucuuisrn091 19-0 15 23-7-5 28-7-5 3-10 0 1-11-5 4-6-6 4-4-10 4 4-10 4-6-6 5 0-0 3.46 12 4x8 = 3 1;-Z 1 3x4 = " — - 3-10-0 , 5-9-4 , 10-3-11 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCOL 15.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Ina NO LUMBER TOP CHORD 2x4 SYP M 31 SOT CHORD 2x4SYP M31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc pudins. BOTCHORD RI91d ceiling directly applied or 7-11-7 oc bracing REACTIONS Qbrsize) 1 193310.8-5 (min.0.1-8) 9 2124/0-8-0 (min. 0.1-8) Max Horz 1 -42(LC 9) Max Uplift 1 =-1116(LC 4) 9 --1260(LC 5) FORCES Qb) Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2.-5211/3051, 2-3-5519/3284. 3.25— 7632/4580. 25-26=.7632/4580, 4-26--7632/4580, 4-5--8205/4916, 627.-8205/4916, 27-28=-8205/4916, 28-29-8205/4916, 6-29--8205/4916, 6-30-8205/4916, 30.31--8205/4916, 7-31--8205/4916, 7.32=-7162/4303, 32-33--7162/4303, 8-33-7162/4303, 834=-4501/2732, B-34=-4588/2761 BOTCHORD 1.16-2888/4947, 15-16-2888/4947, 15.35--3107/5336, 3536.-3107/5336, 14-36.-3107/6336, 14-37-4495/7632, 37-38.449517632, 38-39- 4495/7632, 1339-4495(7632, 12-13.-4219/7162, 12-00.-421917162, it-00=-421917162, 11-41=-2512/4282, 41.42--2512/4282, 1042.-2512/4282, 10-43.-251414269, 9-43— 2514/4269 WEBS 2-15=-434/643, 3.14 1526/2500, 4.14=-684/543, 4-13.402/660, 6-13.-411/356, 7-13=-657/1131, 7-11.-643/628, 8-11.-1827/3100 ,\NOTES 1) 2-ply truss to be connected together with 1Od (0.131•x3`) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. P) Unbalanced roof live loads have been considered for this design. 1cas Wind: ASCE 7.10; Vult.170mph (3-second gust) Vd-132mph; TCDL-5.Opsf; DL-5.Opsf; h-15f; Cat II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); hllever left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33 lovide adequate drainage to prevent water ponding. 'elates are MT20 plates unless otherwise Indicated. is checked for a plus or minus 0 degree rotation about Its center. 4uss has been designed for a 10.0 psf bottom chord live load nonconament lher live loads. lrss has been designed for a live load of 10.Opsf on the bottom chord in all a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and Tbers, with BCDL-10.Opsf. echanlcal connection (by others) of truss to beadng plate capable of `16lb uplift atjolnt 1 and 1260 lb uplift atjaint 9. 'itchbreaks with fixed heels' Member end fixity model was used in 'esign of this truss. 3x4 = 3XB MT20H= 264 5 2728 3fi 14 3738 3x4 = 1.5x4 II 3x4 = 296 30 T8 31 7 N 39 13 12 40 11 3x8 =3x8 MT20H= 3X6 = CSI DEFL In Coo) Wall Vd TC 0.29 Vert(LL) 0.47 13-14 >738 360 BC 0.45 Vert(TL) -0.73 13-14 >469 240 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122lb down and 257lb up at 5-9-4, 47lb down and 119 lb up at 7-10-14, 471b down and l lg Ib up at 9-10-14, 471b down and l l9lb up at 11-10.14, 471b down and l l9 Ib up at 12-3-5, 47 Ib down end 119 ib up at 14-3-5, 471b down and 119Ib up at 16-3-5, 47 Ib down and 119 Ib up at 18-3-5, 47 Ib down and 119 Ib up at 20-3-5, and 47 Ib down and 119 Ib up at 22-3-5, and 1651b down and 196lb up at 24-3-5 on top chord, and 108 Ib dawn and 721b up at 5-9-4 42 lb down and 32 lb up at 7-10-14. 42 lb down and 32 lb up at 9-10-14. 42 lb down and 32Ib up at 11-10-14, 42 Ib dove and 32Ib up at 12-3-5,.42 Ib down and 32Ib up at 14-3.5, 42lb down and 32Ib up at 16-3-5, 421b dove and 32 lb up at t8-3-5, 42 lb down and 32 lb up at 20.3-5, and 42 lb down and 32Ib up at 22-3-5, and 195 lb down and 140 lb up at 24-3-5 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pl() Vert: 1-3---60,3-8=-60,8-9=-60, 17-20.-35 Concentrated Loads Qb) Vert: 3--120(F) 12.-42(F) 15--108(F) 25--47(F) 26=-47(F) 27=-47(F) 26.-47(F) 29=-47(F) 30--47(F) 31=-47(F) 32.-47(F) 33.-47(F) 34-115(F) 35-42(F) 43= 195 )37=-42(F) 38=-42(F) 39--42(F) 40.-42(F) 41--42(F)42=-42(F) 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-3--70, 3-8-70. 6.9--70, 17-20--20 Concentrated Loads (1b) Vert: 3.-122(F) 12-37(F) 15.-93(F) 25=-47(F) 26-47(F) 27=-47(F) 28=47(F) 29.-47(F) 30.-47(F) 31-47(F) 32=-07(F) 33=-47(F) 34=-125(F) 35--37(F) 36=-37(F) 37.-37(F) 38-37(F) 39.37(F) 40.-37(F) 41--37(F) 42=-37(F) 43-183(F) 3) IBC BC Live: Lumber Increase=1.25, Plate Increase-1.25 Unlfam Loads (pit) Vert: 1-3.-30, 3-8= 30, 8-9-30, 17-20-40 Concentrated Loads Qb) Vert: 3.-80(F) 12-35(F) 15.-90(F) 25=-31(F) 26= 31(F) 27=31(F) 28+31(F) 29--31(F) 30.-31(F) 31=-31(F) 32-31(F) 33=-31(F) 34-68(F) 35— 35(F) 36— 35(F) 37--35(F) 38.-35(F) 39-35(F) 40--35(F) 41=-35(F) 42-35(F) 43-145(F) 4) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-3-%, 3-8=58, 8-9-40, 17-20--10 Horz: 1-3.-68, 8.9=50 Concentrated Loads Qb) Vert: 3=112(F) 12-22(F) 15.52(F) 25-46(F) 26.46(F) 27-46(F) 28�46(F) 29.46(F) 30-46(F)31.46(F)32-46(F)33.46(F) 34.140(F) 35.22(F) 36-22(F) 37-22(F) 38-22(F) 39.22(F) 40-22(F) 41-22(F) 42-22(F) 43.130(F) 5) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-39, 3-8=58, 8.9.5% 17.20-10 Horz:1-3=-49, 8-9-68 Concentrated Loads Qb) Vert: 3-112(F) 12.22(F) 1S=52(F) 25-46(F) 26-46(F) 27=46(F) 28=46(F) 29-46(F)30.46(F)31-46(F)32-46(F)33=46(F)34=123(F) 35.22(F) 36=22(F) 37-22(F) 38-22(F) 39-22(F) 40=22(F) 41-22(F) 42.22(F) 43.130(F) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.3=10, 3-8=10, 8-9=-8, 17-20=-20 Horz:13--40, 8-9=22 Concentrated Loads Qb) Vert: 3.208(F) 12-32(F)15-72(F) 25-94(F)26-94(F) 27-94(F)28.B4(F) 29-94(F) 30.94(F) 31-94(F) 32.94(F) 33=94(F) 34-188(F) 35-32(F) 36.32(F) 37=32(F) 38-2(F) 39-32(F) 40-32(F) 41-32(F) 42-32(F) 43.140(F) 7) MWFRS Wind Right Positive: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 13.-9, 3.8-10, 8-9.10, 17.20=-20 Horz: 13-21, 8.9=40 Concentrated Loads Qb) Scale. 1:46.3 Camber.7116 in 4x8 = 4.00112 m m 0 1.5x4 11 3x8 11 3x6 = 27-8-13 PLATES GRIP MT20 244/190 MT20H 1871143 Welght:2561b FT-0% Vert: 3=208(F) 12=32(F) 15-72(F) 25=94(F) 26-94(F) 27-94(F) 28-94(F) 29-94(F) 30.94(F) 31.94(F) 32-94(F) 33-94(F) 34-171(F) 35-32(F) 36--32(F) 37-32(F) 38=32(F) 39-32(F) 40=32(F) 41.32(F) 42-32(F) 43-140(F) e) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-3-58, 3-8=33, 8-9=33, 17.20=-10 Horz: 1-3=-68, 8-9.43 Concentrated Loads Qb) Vert: 3.161(F) 12-22(F) I S-52(F) 25=71 (F) 26-71(F) 27.71(F) 28.71(F) 29-71 (F) 30-71 (F) 31-71 (F) 32-71 (F) 33-71(F) 34.148(F) 35-22(F)36-22(F) 37-22(F) 38-22(F) 39-22(F) 40-22(F) 41-22(F) 42-22(F) 43.130(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3-33, 3-8.33, 8-9=58, 17-20-10 Horz: 1-3-43, 8-9.68 Concentrated Loads Pb) Vert: 3.161(F) 12=22(F) 15=.52(F) 25-71(F) 26=71(F) 27=71(F) 28=71(F) 29=71 (F) 30=71 (F) 31-71 (F) 32-71 (F) 33-71 (F) 34.123(F)35=22(F)36.22(F) 37=22(F) 38=22(F) 39-22(F) 40-22(F) 41.22(F) 42.22(F) 43.130(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-3.58, 3-8=33, 8-9,33, 17-20.-10 Horz: 1-3.-68, 8-9=43 Concentrated Loads pb) Vert: 3.161(F) 12=22(F)15=52(F) 25-71(F) 26-71(F)27=71(F)28=71(F) 29=71 (F) 30-71 (F) 31-71 (F) 32-71 (F) 33-71 (F) 34.148(F) 35.22(F) 36.22(F) 37-22(F) 38-22(F) 39-22(F) 40-22(F) 41-22(F) 42-22(F) 43.130(F) 11) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-33, 3-8-33, 8-9-58, 17-20--10 Horz: 1.3= 43, 8-9-68 Concentrated Loads Qb) Vert: 3.161(F) 12-22(F) 15-52(F) 25-71 (F) 26-71(F) 27.71(F) 28.71(F) 29-71(F) 30-71(F) 31-71(F) 32-71(F) 33-71(F) 34.123(F) 35-22(F) 36.22(F) 37-22(F)38=22(F)39-22(F)40.22(F)41-22(F)42-22(F)43.130(F) 12) MWFRS let Wind Parallel Positive: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1.3=10, 3-8=-15, 8-9=-15, 17-20.-20 Horz: "-40, 8-9=15 Concentrated Loads Qb) Vert: 3.257(F) 12=32(F)15.72(F)25-119(F)26=119(F) 27.119(F) 28-119(F) 29=119(F)30-119(F)31=119(F)32-119(F)33.119(F)34=186(F)35-32(F) 36.32(F)37-32(F)38-32(F) 39=32(F) 40-32(F) 41-32(F) 42-32(F) 43=140(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Inaease=1.33, Plate Inaease-1.33 Uniform Loads (plf) Vert: 1-3-15, 3-8-15, B-9.10, 17-20.-20 Horz: 1.3=-15, 8-9.40 Concentrated Loads Qb) Vert: 3.257(F) 12=32(F) 15-72(F) 25-119(F)26-119(F) 27.119(F) 28=119(F) 29-119(F) 30-119(F) 31-119(F) 32.119(F) 33-119(F) 34.171(F) 35-32(F) 36=32(F)37.32(F)38-32(F) 39=32(F) 40-32(F)41-32(F) 42-32(F)43.140(F) 14) Live Only: Lumber Increase-1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert: 1-3--30, 3-8=-30, 8-9-30, 17.20=-40 Concentrated Loads Qb) Vert: 3-80(F) 12=-35(F) 15--90(F) 25.-31(F) 26=-31(F) 27-31(F) 28=31(l 29--31(F) 30--31(F) 31--31(F) 32-31 (F) 33--31(F) 34=-68(F) 35.-35(F) 36-35(F) 37.-35(F) 38-35(F) 39--35(F) 40--35(F) 41=-35(F) 42=-35(9 43— 145(F) 15) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-3.-30, 3-8— 30, B-9-43, 17.20--35 Horz: 1-3-30, 8-9=17 Concentrated Loads Pb) Special Girder A0109243 LOAD CASE(S) Concentrated Loads Qb) Vert: 3=160(F) 12-24(F) 15.52(F)25=73(F) 26.73(F) 27.73(F) 28=73(F) 28.73(F)30=73(F)31.73(F) 32-73(F)33-73(F) 34.140(F) 35-24(F)36-24(F) 37-24(F)38=24(F)39.24(F) 40.24(F)41=24(F) 42.24(F) 43.97(F) 16) MWFRS Wind Right Posbve + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3.-44, 3-8-30, 8.9- 30, 17-20.35 Harz: 1-3- 16, 8.8=30 Concentrated Loads (lb) Vert: 3.160(F) 12.24(F) 15-52(F) 25-73(F) 26.73(F) 27.73(F) 28=73(F) 29-73(F)30.73(F)31-73(F)32=73(F)33.73(F)34-127(F) 35.24(F) 36.24(F) 37-24(F)38=24(F)39=24(F)40-24(F) 41.24(F) 42.24(F) 43-97(F) 17) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3.-30, 3-8.-49. 8-9-49, 17-20.-35 Harz: 1-3=-30, 8-9.11 Concentrated Loads Qb) Vert: 3=197(F) 12-24(F) 15=52(F) 25=92(F) 26-92(Fj 27.92(F) 26.92(F) 29=92(F) 30=92(F) 31-92(F) 32.92(F) 33=92(F) 34-145(F) 35-24(F) 36-24(F) 37.24(F) 38=24(F)39.24(F)40.24(F) 41.24(F) 42.24(F) 43.97(F) 18) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3.-49, 3-8-49, &9-30, 17.20.-35 Harz: 1-3.-11, &9.30 Concentrated Loads Qb) Vert: 3.197(F) 12-24(F)15=52(F) 25.92(F)26=92(F) 27-92(F) 28=92(F) 29.92(F)30-92(F)31-92(F)32.92(F)33.92(F)34-127(F) 35.24(F) 36.24(F) 37-24(F) 38-24(F) 39-24(F) 40-24(F) 41.24(F) 42.24(F) 43.97(F) 19) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert:1-3=-60,3-8=-60, 8-9.-30,17-20.-35 Concentrated Loads Qb) Vert: 3=-120(F) 12-42(F) 15-108(F) 25=47(F) 26-47(F) 27.-47(F) 28=-47(F) 29-47(F) 30=-47(F) 31.-47(F) 32.47(F) 33-47(F) 34.-145(F) 35.-42(F) 36.-42(F) 37-42(F) 38=-42(F) 39=42(F) 40-42(F) 41.-42(F) 42.-42(F) 43=195(F) 20) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) . Vert: 1.3.-30, 3-8-60, &9-60, 17-20.-35 Concentrated Loads 0b) Vert: 3.-120(F) 12=-42(F) 15-108(F) 25.-47(F) 26-47(F) 27.-47(F) 28-47(F) ' 29.-47(F) 30.-47(F) 31.-47(F)32.-47(F) 33.-47(F) 34.-115(F) 3S-42(F) 36.-42(F) 37-42(F) 38.-42(F) 39-42(F) 40.-42(F) 41=-42(F) 42=-42(F) 43-195(F) 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3.-70, 3.8.-70, 8-9-30, 17-20.-20 Concentrated Loads 0b) Vert: 3=-122(F) 12=-37(F) 15.-93(F) 25-47(Fj 26.-47(F) 27.-47(F) 28.-47(F) 29-47(F) 30=-47(F) 31.47(F) 32.-47(F) 33.-47(F) 34.-165(F) 35.-37(F) 36- 37(F) 37=-37(F) 38-37(F) 39.37(F) 40-37(F) 41.-37(F) 42.-37(F) 43-183(F) -22) 4th unbalanced Regular Only: Lumber Increase.1.25,-Plate Increase.1.25 Uniform Loads (pit) - - - - - - - - Vert: 1.3=30, 3-8-70, 8-9-70, 17-20.-20 Concentrated Loads (Ib) Vert: 3.-122(F) 12-37(F) 15-93(F) 25-47(F) 26-47(F) 27-47(F) 28=47(F) 29-47(F) 30.-47(F) 31-47(F) 32-47(F) 33-47(F) 34-125(F) 35=-37(F) 36.-37(F) 37.-37(F) 38=-37(F) 39-37(F) 40=-37(F) 41=-37(F) 42-37(F) 43.-183(F) 8-1 Special A010924, 4x6 = 3.46 12 LOADING (psf) I SPACING 2•&0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCU 10.0 ' Rep Stress Ina YES LUMBER TOP CHORD 2x4 SYP M ao -a epr BOT CHORD 4SYPMat WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-24 oc bracing. MTek recommends that stabilizers and required aoss bracing be Installed durin truss erection in accordance with Stabilizer Installation oulde. REACTIONS gb/slze) 1 7 1389/0-8-13 (min. 0-1-8) Max Harz 1438/0-8-0 (min. 0-1-8) 1 = Max uplift 1 -58(LC 13) = 7 -683(LC 8) = -701(LC 9) FORCES (Ib) Max. Camp./Max. Ten. - All forces 250 (Ib) or less except When shown. TOP CHORD 1-2.-4589/3265, 2-3-4276/2971, 3-4=4160/2926, 4-5-5102/3535, 5-6-3532/2518, 6-7.-3719/2554 BOTCHORD 1-11.3020/4333, 10-11=-3389/4998, 9-10.-3245/4792, 8-9.3245/4792, 7-8=-2243/3416 WEBS 2.11--3321429, 3-11- 483/8554-11.40101798, &t0=53/341, 5-8-1481/1094, 6-8-394/819 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL�.Opsf; BCD lor(2) o h.15t,. C. 11; Ecp D; End., GCO-0.18; MWFRS (envelope) and C-C EMedar(2) zone; cantilever left and dght exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise inflated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconanent with any other live lads. 7)' This truss has been designed for a live load of I O.Opsf on the bottom chord In all areas where a rectangle 3-8-0 tall by 2-0.0 wide will fit between the bottom drOrd and any other members, with BCDL =10.0psr. 8) Provide mechanical connection (by others) of truss to bearing plate capable of vnthstandn9 683lb uplift at joint 1 and 701 lb uplift at joint 7. 8) "Semi -rigid pitdrbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. OAD CASE(S) Regular: Lumber Incresse.1.25, Plate Increws.1.25 tnlform Loads (plf) VI: 1-3=-60. 3-6-60. 6-7..60. 12-15---35 lular Only: Lumber Inaease-1.25, Plate Inaease=1.25 �mn Loads (plf) 1-3-70, 3.6.-70. 6-7-70, 12-15=-20 '\Live: Lumber Inaease=1.25, Plate Increase.1.25 Loads (pIQ ''30, 3-6.-30, &7.-30, 12-15-40 ,Lumber Inaease.1.33, Plate Increase.1.33 ids (plf) �3.6-90, 6-7=97, 12-15.-10 t, &7-107 Lumber Increase.1.33, Plate Increase=1.33 NJ) 3x4 = 3x4 = 46 = Scale: 1/4°=1 Camber . 7/1611 Sx10 Mr20H WB= 3x4 = 4x8 II3x6 = 3x4 = CSI DEFL In (loc) Vdefl Vd TC 0.67 Vert(LL) 0.5510-11 >655 360 BC 0.63 Vert(rL) •0.69 8.10 >517 240 WB 0.91 Hwz(TL) 0.15 7 n/a n/a Vert: 1-3-97, 3-6=90, 6.7.97,112-15-10 Horz: 1.3=-107, 6-7-107 6) C-C Wind Positive: Lumber Inaease.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1-3.-67,3-8.-60, E7.-67, 12-15=-20 Harz: 1-3=37, 6-7.-37 7) 2nd C-C Wind Positive: Lumber Inaease.1.33, Plate Inaease.1.33 Uniform Loads (of) Vert: 1-3.-67, 3-6.-60, 6-7.-67, 12-15- 20 Harz: 1-3.37, 6.7.-37 8) MWFRS Wind Left: Lumber Inaease=1.33, Plate Increase-1.33 Uniform Loads (pll) Vert: 1.3.58, 3-6-W, 6.7-40, 12.15=-10 Horz: 1-3.-68, 6-7-% 9) MWFRS Wind Right: Lumber Increase=1.33, plate Inaease=1.33 Uniform Loads (plf) Vert: 1.3.39, 3-6-58, 6-7-58, 12.15-10 Harz: 13.-49, 6.7.68 10) MWFRS Wind Left Positive: Lumber Inaease-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-3-10.3-6.10, 6-7.-8, 12-15= 20 Ho,z: 1-3=40, 6-7=22 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pIQ Vert: 1-3--9, 3-6.10, 6-7.10, 12-15=-20 Harz: 13=-21, 6-7-40 12) MWFRS tat Wind Parallel: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1.3=58, 3.6.33, &7=33, 12.15.•10 ' Horz: 13--68, 6-7-43 13) MWFRS 2nd Wind Parallel: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-3.33, 3-6.33, &7=58, 12-15-10 Horz: 1-3-43, 6-7.68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-58, 3-6=33, 6-7-33. 12.15-10 Hoa: 1-3.-68, &7=43 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3.33, 3.6=33, &7-%, 12-15-10 Harz: 1-3.-43, 6-7.68 16) MWFRS 1st Wind Parallel Positive: Lumber Inaease.1.33, plate Inaease.1.33 Uniform Loads (pIQ Vert: 1-3.10, 3.6.-15, 6-7.-15, 12-15-20 Harz: 1-3--40, &7=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Inaease.1.33, plate Increase-1.33 Unllorm Loads (pIQ Vert: 1-3-J., 3.6-15, 6-7.10, 12-15=-20 HOrz: 1-3.-15, &7.40 18) Live Only: Lumber Increase=1.25, Plate Inaease.1.a Uniform Loads (pIQ Vert: 19) C-C Wind Positive+ Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1.3--88, 3-6.-82, &7-88, 12-15=-35 Horz: 1.3-28, 6-7.-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-3=-88, 3-6.-82, 6-7.-88, 12-15=35 Horz: 1-3-28, 6-7.-28 21) MWFRS Wind Left Positive + Regular: Lumber Inaease.1.33, Plate Inaease-1.33 Uniform Loads (pIQ Vert: 1-3.-30, 3-6.-30, &7.43, 12.15-35 Hwz: 1-3.-30, 6-7.17 PLATES GRIP MT20 244/190 MT20H 187/143 Weigh: 1261b FT=0/ 22) MWFRS Wind Right Positive +Regular: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (plf) Vert: 1.3--44, 3.6.-30, 6.7.-30, 12-15.-35 Hoe: 1.3.-16, 6-7.30 23) MWFRS fat Wind Parallel Positive + Regular: Lumber Inaease.1.33, plate Inaease.1.33 Uniform Loads (plc) Vert: 1-3=-30, 3-6=-49, 6.7=-49, 12-15.-35 Horz: 1.3--30, 6.7.11 24) MWFRS 2nd Wind Parallel Positive + Regular. Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.3=-49, 3.6.-49, 6-7.-30, 12-15.35 Harz: 1.3.-11, 6-7.30 25) tat unbalanced Regular: Lumber Inaease=1.25, Plate Increase.1.25 Uniform Loads (off) Vert: 1-3.-60, 3-6-60, 6.7.-30, 12-15.-35 26) 2nd unbalanced Regular: Lumber Increase.1.25, Plate Increaw-1.25 Uniform Loads (plf) Vert: 1-3-30, 3-6-60, 6.7=-60, 12-15=35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plt) Vert: 1-3=-70, 3-6-70, 6.7-30. 12-15-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Inaease.1.25 Uniform Loads (pIQ Vert: 1-3-30. 3-6-70, 6.7.-70, 12-15-20 Special 3x6 = 1.5x4 II 10-4 LOADING 04 SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCOL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Inc YES BCDL 10.0 Code FRC2010ITP12007 LUMBER TOP CHORD 2x4 SYP M 30 BOT CHORD 2x4 SYP M 31 WEBS _ ZA SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-11-5 oc purllns. BOT CHORD Rigid ceiling directly applied or 4.4-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing u installed Burin Wss erection In accordance with StaWlizer Installation uide. REACTIONS Qb/size) 1 = 1444/0-8-13 (min. 0-") 7 = 1493/0-&0 (min. 0.1-9) Max Hon -75(LC 13) Max Uplift 1 =-703(LC 8) 7 =-715(LC 9) FORCES Qb) Max. CompJMax. Ten. - PJI forces 250 (lb) or less except when shaven. TOP CHORD 1-2-4805/3343, 2-3-4129/2925, 3-4-4433/3196, 4-5=-4459/3226,5-6.-3711/2602, 6-7=-3913/2807 BOT CHORD 1-11-308114532, 10-11-3081/4532, 9-10-2547/3890, B-9-2221 /3455, 7.8.-2492/3600 WEBS 2.10-744/6(19, 3-10-246(522, 3-9=.372/555, 4.9-524/577, 5-9=-767/1034, 5-8-23269, 6-a.-174/301 16-1- 5x8 = 1.Sx4 II 30 = 5X8 = 161-14 21-11-0 5-9 2 5-9-2 1-o-1a o-o-2) [9o-2-a o3-at OSI DEFL In Qoc) Weil Ud TO 0.78 Van(LL) 0.51 9 >734 360 BC 0.52 Vart(TL) -0.59 9-10 >626 240 W B 0.64 Hom(TL) 0.14 7 n/a n/a (Matrix-M) NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd=132mph; TCDL.S.Opsf; BCDL-5.0psF h-15ft; Cat. II; Exp D; End., GCpi.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed -C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water poncing. 4) The solid section of the plate Is required to be placed over the splice line at joint(s) 5, 9. 5) Plate(s) at jolnt(s) 1, 3, 2, 11, 10, 4, 8, 6, 7 and 7 checked for a plus or minus 0 degree rotation about Its center. 6) Plate(s) at joint(s) 5 checked for a plus or minus 4 degree rotation about Its center. 7) pistols) at Joint(s) 9 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconanent with any other live loads. 9)' This truss has been designed for a live load of 10.0psf an the bottom chord In all areas where a rectangle 3-6.0 tall by 2.0-D wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7031b uplift at joint 1 and 715lb uplift atjoint7. 11) "Semi -rigid pltchbreaks with fixed heels" Member and fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3-60, 3.5=-60, 5.7=-60, 12.15=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads 01) Vert: 1-3=-70, 3.5=-70, 5-7--70,12-15- 20 3) IBC BC Live:Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3.-30,3-5.-30,5-7--30, 12.15.-40 4) C-C Wind: Wmber Increase-1.33, Plate Increase-1.33 Uniform Loads (pIQ 4110 = Vert:1-3=97,3-5=90, 5.7-97,12-15.-10 -Harz: 13�107, 57.107 - - — — - - 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.3-97. 3-5-90. 5-7.97, 12-15-10 Harz: 1.3.-107, 5-7-107 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (00 Vert: 1-3.-67, 3-5- 60, 5-7-67, 12-15-20 Harz: 1.3.37, 6-7=-37 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3=-67, 3-5=-60, 5.7.-67,12-15.-20 Harz: 13=37, 5.7.-37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-3=58, 3-5-58, 57-40, 12.15=-10 Harz: 1-3=-68, 5-7-50 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-3=39, 3-s=58, 6-7-58, 12-15-10 Harz: 13-49. 5-7-68 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads 011) Vert: 1-3.10, 3-5-10, 5.7-8, 12-15.-20 Harz: 1.3.-40, 5-7.22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate tncrease.1.33 Uniform Loads (PIQ Vert: 1-3=-9, 3.5.10, 5-7-10, 12-15=-20 Hoe:1-3=-21. 5-7.40 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads 011) Vert: 1-3-58, 3.5.33, 5-7=33, 12.15.-10 Ham: 1-3-68. 5-7-43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.3=33, 3-5.33. 5-7.58, 12.115 -10 Hoa:.1-3-43, 57-68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3=58, 3.5.33, 5-7�M, 12-15-10 Harz: 1-3--68, 5-7-43 15) MWFRS 41h Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plQ Vert: 1.3-33, 3-5.33, 5.7-58, 12-15= 10 Harz: 13=-43, 5-7.68 16) MWFRS 1st Wind Parallel Posi ive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads 011) Van: 1-3-10. 3-5-15, 5.7.-15, 12-15-20 Harz: 1.3=-40, 5-7.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3=-15, 3.5-15, 5-7-10, 12-15=-20 Harz: 13-15. 5.7-40 18) Live Only: Lumber Increase=1.25, Plate Inaease.1.25 Uniform Loads (plf) Vert:1-3=-30, 3.5.-30, 5-7-30, 12.15-- 40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=-88, 3.5-82, 5-7.-88, 12-15-35 Harz: 1-3.28, 5.7.-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plQ Vert: 1-3.-88, 3.5-82, 57=-88, 12.15.-35 Harz: 1.3-28, S-7=-28 21) MWFRS Wind Left Positive+Regular: Lumber Increase-1.33, Plate Increase.1.33 Scale-1:50.1 Camber. 318In 4.00112 4x8 11 PLATES GRIP MT20 244/190 Weight: 139 lb FT-0 Uniform Loads (plQ Vert: 1-3.30, 3-5- 30, 5-7.-43; 12-15.-35- - -- - - -- — - Ham: 1-3-30. 5-7.17 plate 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Increase=1.33 Uniform Loads (plf) Vert: 1.3-44, 3-5- 30, 5-7-30, 12.15-35 Harz: 1-3=-16, 5-7.30 23) MWFRS list Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) ' Vert:1-3-30, 3-5=49, 5-7=-49, 12-15.35 Hors: 13- 30, 5-7.11 24) MWFRS 2nd Wind Parallel Positive+Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-3-49, 3.5-49, 5-7-30, 12.15-35 Harz: 13=41, 5.7-30 25) let unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plQ Vert: 1-3=-60, 3-5=-60, S-7.-30, 12-15.-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-30, 3-5=-60, 5-7.-60, 12-15.-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3=-70,3-5=.70,5-7.-30, 12-15=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plq Vert: 1-3-30, 3-5-70, 5-7--70, 12-15-20 A04 I Roof Special I I 1 I A0109246 6-912 12-8-7 i6-10-10 21-0-14 25-10-6 32-0.14 6-9-12 5-10-11 4-2 4 4-2-4 4-9-9 6-2-7 Scale . 1:520 Camber. 3/8 in 5x8 = 1.5x4 11 48 = 3x8 = t.Sx4 11 5x10 MT20H WB= 3x8 = 3x4 = 1.5x4 11 3x8 = 3x4 = 3x8 MT20H= LOADING(psf) SPACING 2-041 CSI DEFL In Qoc) Udell Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.82 Vert(LL) 0.51 11-12 >757 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.95 Vert(rL) -0.63 12.14 >614 240 MT20H 187/143 BCLL 10.a Rep Stress Inv YES WB 1.00 Hors l.0.17 7 n/a nja BCDL Weight: 1511b FT. 0% LUMBER TOP CHORD 2x4 SYP M 31 •ExcepN T2: 2x4 SP No.2, T3: 2x4 SYP M 30 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Right: 214 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 2.2-0 oc tracing. M7ek recommends that Stabilizers and required cross bracing be Installed Burin truss erectlon In accordance with Stabilizer Installation uide. REACTIONS flble.) 1 = 7 149810-8-13 (min. 0.2-4) = Max Harz 1549/0-8-0 (min. 0-2-5) 1 = Max Uplift -91(LC 13) 1 7 -719(LC 8) -727(LC 9) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.2=-51192585, 2.3=-3986/2838, 3-4.-3906/2881, 4-5=-39062881, 5.6-3697/2652, 6-7.-4139/2915 BOTCHORD 1.14-3317/4836, 13-14.-3317/4836, 12-13.-3317/4836, 11.12-2419/3722, 10-11-220W3412, 9-10.-2205W3412, 8-9-2602/3821, 7.8-2602/3821 WEBS 2-12.-1199/9S7. 3-12-2T71601, 5.9- 174/416. 6-9--461/438, 3.11--149264, 4-11.-337/373, 5-1t.-37&522 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL-5.0psf; BCOLd.Opsf; h-15ft; Cat 11; Exp D; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent rater ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7)' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide Wil fit between the bottom chord and any other members, with BCDL. 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 lb uplift at joint 1 and 727lb uplift at joint 7. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. AD CASE(S) 'egular: Lumber Increase=1.25, Plate Increase-1.25 (form Loads (plf) 0-3 -60, 3-5.-60, 5-7-60, 15-18.-35 'ar Only: Lumber Increase-1.25, Plate Increase-1.25 n Loads (pll) 1>-70, 3-5-70, 5.7-70, 15.18=-20 °ye: Lumber Increase=1.25, Plate Increase=1.25 °ads (pll) 7, 3-5--30,5-7.-30, 15.18=-40 4nber Increase-1.33, Plate Increase.1.33 F (Pll) 1-5.90, 5.7.97, 1&18-10 h 5-7-107 'Lumber Lmber Increass.1.33, Plate Increase-1.33 Uniform Loads (pll) Vert: 1-3=97, 3-5.90, 5.7.97, 15-18.-10 Ham: 1-3- 107, 5-7=107 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1.3=-67, 3.5=-60, 6-7-67, 15.18-20 Harz:1-3.37, 5.7=-37 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pl1) Vert: 1-3-67, 3-5.-60, 5-7.-67, 15-18.-20 Ham: 1.3=37, 5-7--37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.3=58, 3-5=58, 6-7.40, 15.18=-10 Hors: 1.3=-68, 5-7-50 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1-3.39, 3-5=58, 5-7-68, 15-18.-10 Horz:1-3-49, S-7-68 10) MWFRS Wind Left Positive: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (ell) Vert:1-3=10, 3-5.10, 5-7--8, iS18=-20 Horz:1-3=-40, 5-7.22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-3=-9,3-5-10,5-7.10, 15-18=-20 Horz: 1-3-21, 5-7.40 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pil) Vert: 1.3=5B, 3-5=33, 5-7.33, 15-10 -10 Harz: 1.3=-68, 57.43 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pll) Vert: 1-3-33, 3-5=33, 5-7.58, 15-18-10 Horz: 1-3=43, 5-7.68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads fall) Vert: 1.3=58, 3-5--33, 5-7.33, 15-18.-10 Hors:1-3-68, 5-7-43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-3.33, 3.5=33, 5-7=58, 15-18-10 Hors: 1.3=-43, 57=68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Inamse=1.33 Uniform Loads (pll) Vert: 1.3=10, 3-5- 15, 5-7-15, 15-18.-20 Horz: 1-3-40, 5-7-15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Unlfam Loads (pil) Vert: 1.3=-15, 3-5=-15, 6-7.10, 15-18.-20 Horz: 1-3-15, 5-7-40 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3-30,3-5=-30, 5.7.-30, 15.18=40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (Pll) Vert: 1.3=-98, 3-5-82, 5-7-88, 15.1 B- 35 Horz: 1.3=28, 5-7--28 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Leads (plf) Vert: 1.3= 88, 3-5= 82, 5-7.-88, 15-18-35 Horz: 1-3=28, 5.7-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.3-30, 3-5=-30, 5-7.-43, 15.18--35 Horz: 1.3=-30, 5-7=17 4x8 11 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plQ Vert: 1-3-44, 3-5.-30, 5-7-30, 15-18--35 Harz: 1-3 -16, 5-7.30 23) MWFRS 1st Wind Parallel Positive +Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.3.-30, 3-5-49, 5-7-49, 15-18-35 Harz: 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3.-49,3-5=49, 6-7=-30, 15-18=-35 Horz: 1-3.-11, 5-7-30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pll) Vert: 1-3.-60, 3.5=-60, 5-7.-30, 15.18- 35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3=-30, 3-5-60, 5-7-60, 1578.-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3.-70, 3-5=40, 6-7-30, 15-18-20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pll) Vert: 1-3.-30,3-5=-70, 5-7.-70, 15-18=-20 Scale-1:53.9 Camber - 318 In 4x8 = 46 = 3x8 = 1.5x4 11 3x4 = 5x6 WB= 3x4 = 3x8 = 1.5x4 II 3x8 = 3x8 MT20H= LOADING(psn SPACING 2-0-0 CSI DEFT. In (loc) I/defl Ud PLATES GRIP -TCLL 20.0 Plates lnaease 1.25 TC 0.93 Vert(LL) 0.52 11-13 >763 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC O.BB VeR(TL) -0.61 13-14 >656 240 MT20H 187/143 BCLL 10.0 Rep Stress Ina YES WB 0.69 Horz(rL) 0.18 7 n/a n1a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 158 lb FT = 0 LUMBER TOP CHORD 2x4 SYP M 31 •Except- T2: 2x4 SP No.2 BOT CHORD_2(45YPM 30 WEBS 2x4 SP No.3 - - OTHERS 0,41 SP Nb.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD structural wood sheathing directly applied or 2-2.0 oc purtins. BOTCHORD Rigid ceiling drectly applied a 3-8-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin Was erection in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 1 = 1552/0-8-13 (min. 0-2-6) 7 1604/0.8.0 (min. 0.2.7) Max Harz 1 -108(LC 13) Max Uplift 1 0 -734(LC 8) 7 . -737(LC 9) FORCES Pb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shovm. TOPCHORD 1-2=-5440/3831, 2-3--4673/3343,34=-3761/2762, 45=-34722614, 5-6=-3662/2650, 6-7.-0369/3092 BOT CHORD 1-14-35653149, 13-14-3565/5149, 12.13=-2954/4389, 11-12--2954/4389, 10-11=-2256/3495, 9-10-2754/4031, 8-9-2754/4031, 7-6=2754/4031 WEBS 2-13-801/643,3.13=-178/454, 3-11--1134/879, 411-4561794, 410=-294/177, 570-325/661, 570.-761/668 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd.132mph; TCDL S.Cpsf; BCDL-5.Opsf; h.158; Cat. II; Exp D; End., GCpi-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) The solid section of the, plate Is required to be placed over the splice line at Joint(s) 12. 6) Plate(s) at joint(s) 1, 4, S. 2, 14, 13, 3, 11, 10, 6, 8, S. 7 and 7 checked for a plus or minus 0 degree rotation about Its center. 7) Plate(s) at joint(s) 12 checked for a plus or minus 3 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. . 9) • This truss has been designed for a live load of 10.Opsf on the bottom chord In all areas Mere a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 734lb uplift at Joint 1 and 737lb uplift at joint 7. *11)'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.125, Plate Increase-1.25 Uniform Loads (pin Vert: 1-4-60, 45.-60, 57--60, 15.18-35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4.-70, 4.5-70. 5-7.-70, 1578-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-4=-30, 4-5-30, 57-30, 15-18- 10 4) C-C Wind: Lumber Increase=1.33; Plate Increase-1.33 — - Uniform Loads (pin Vert: 1-4.97, 45.90, 57.97, 1578.-10 Harz: 14-107, 57.107 - 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Inasase-1.33 Uniform Loads (pin Vert: 1-4-97, 45=90, S-7-97, 1518- 10 Horz: 1.4.-107, 5.7.107 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-4=-67, 4-5- 60, 57-67, 15-18=-20 Horz: 1-4-37, 57=-37 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-4.-67, 45=-60, 5-7.-67, 1578.-20 Horz: 1-4-37, 57.-37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.4=58, 4-5=58, 57-40, 1518-10 Horz: 1-4=-68, 57=50 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-4=39, 4-5=58, 57=58, 15-18.-10 Horz: 1-4=-49, 57.68 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-4.10, 45.10, 57.-8, 1518-20 Horz: 14.-40, 57.22 11) MWFRS Wind Right Positive: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.4.-9, 45.10, 57.10, 1518-20 Harz: 1.4.-21, 57.40 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-4.58, 45.33, 5-7.33, 1518- 10 Horz: 1.4=-68, 57-43 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-4.33, 45=33, 57=58, 1518- 10 Horz: 1-4=-43, S7-68 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.4-58, 4-5-M.57�3, iS18=-10 Harz: 1.4=-68, S-7=43 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.4�3, 45=33, 57-%, 1518-10 Horz: 1-4=-43, S-7.68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.4-10, 45=-15, 5-7=-15, 1578=-20 Horz: 14.-40, 57.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-40-15, 45.-15, 57.10, 1518-20 Horz: 14.-15, 57.40 18) Live Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.4=30, 4-5=-30, 57-30, 1518=-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.4-a8, 45-82, 57-88, 1578-35 Horz: 1-4-28, 57--28 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) 4x8 II Vert: 14-88, 45-82, 57.-88, is -is -35 HDrz: 14.28, S-7-28 - 21) MWFRS Wind Left Positive +Regular: Lumber Increase.1.33,-Plate Increase=1.33 Uniform Loads (pin Vert: 1.4=30, 45.-30, S-7=-43, 15-18.-35 Horz: 14-30, 57=17 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-4.-41, 4-5.-30, 5-7.-30, 15-18=-35 Horz: 1-4-16, 57.30 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.4=-30, 4.5=-49, 57=-49, 15-10 -35 Horz: 1.4=-30, S7-11 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-4.-49, 45.-49, 57-30, 15-18.-35 Horz: 1-4.-11, 57.30 25) tat unbalanced Regular: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-4.-60, 45=-60, 5-7.-30, 1578.-35 26) 2nd unbalanced Regular: Lumber Increase-11.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4.-30, 45=-60, 57.-60, 15-18=-35 27) 3rd Unbalanced Regular Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-4.-70, 45-70, 5-7.-30. 15-18-20 28) 4th Unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) i Vert: 1-4-30, 45=-70, 57.-70, 1578=-20 Roof Special 3.46 12 4x4 = 4x6 = Scale = 1:56.6 Camber = 7/16 in 3x8 = i.Sx4 11 5x10 MT20H= 3X4 = 3x4 = 3x8 MT20H= 3x4 = 1.Sx4 11 3x8 = 4x8 11 0-Q-9- 7-2-11 12-1-14 17-3-1n4 1&4-9 24-8 11 28 10 1 1 33 6-1 a4-4-9 .'i 0-03 7-2-7 d 11 Plate onsets fX,YI: r5:0-2-0 - - - - +-!-r w-a-u u-14Y8 az-4] re:0•0-4 Edae] [9:0-0-14ao-z1 [1s•aSo 0-3.01 LOADING (psQ TCLL 20.0 SPACING 2.0-0 Plates Increase 1.25 CSI DEFL in Qoc) Wall Vd PLATES GRIP TCDL 15.0 Lumber Increase 1.25 TC 0.84 BC 1.00 Vert(LL) 0.62 14-15 >669 360 MT20 244/190 BOLL 10.0 Rep Stress Incr YES WB 0.81 - Vert(iL)' -0.73 14-15 >563 240 MT20H 187/143 BCDL ion x" Weight: 166 lb FT-0% TOP CHORD 2x4 SYP M 30 *Except* T3: 2x4 SP No.2, T4: 2x4 SYP M 31 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-14 co pudins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace: 2x4 SYP 1,10.3 - 4-14 Fasten (21) T and I braces to narrow edge of web with 1 Od In. 131' x3' nails, 61n o.c. ,with 3in minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be Installed duringtruss erection In accordance with Stabilizer Installation oulde. REACTIONS (Ibrsize) 1 . 1609/0-8.13 (min. 0-2-7) 9 1658/0-8-0 (min. 0.2-8) Max Harz 1 =-125(LC 13) Max Uplift 1-749(LC 8) 9 •-744(LC 9) FORCES Qb) Max. Comp./Max. Ten. - All farces 250 (lb) or less except Man shown. TOPCHORD 1-2-5539/3913, 2-3.-4701/3386, 3-4.-4627/3398, 4-5.-3534/2631, 5-6-3386/2604, 6-7.-3577/2646, 7-8=4353alSS, 8-9-4493/3195 BOT CHORD 1-16--36laIS230, 15-16--3618/5230, 14-15-2947/4376, 13.14=-2066/3246, 12-13.-2734/4055, 11.12=.2734/4055, 10.11-2862/4146, 9-10.-2862/4146 WEBS 2-15.-906/720,4-15-275/599, 4.14=-1384/1075, S-14-457/741, 6-13.-470/766, 7-13-966/791, 7-11 34/261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd.132mph; TCDL.S.Opsf; SCDL.5.0psh h-15ft; Cat. II; Fxp D; Encl., GCO-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and faces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) The wild section of the plate is required to be placed over the splice line at joint(s) 3. 6) Plale(s) at joint(s) 3 checked for a plus or minus 5 degree rotation about Its center. 7) Plate(s) at joint(s) 5, 6, 1, 2, 16. 15, 4, 14, 13, 7, 11, 8, 10, 12, 9 and 9 checked for a plus or minus 0 degree rotation about Its center. 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 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL. IO.Opsf. 10) Provide mechanical connection (by others) of truss to beadng plate capable of Withstanding 749 lb uplift at joint 1 and 744lb uplift at joint S. 11)'Seml-rigid pitchbreaks with fixed heels" Member and fixity model was used In the analysis and design of this truss. 12) Waning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pIQ Vert: 1-5.-60, 5-6-60, 6-9-60, 17-20=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.5=-70, 5-6.-70, 6-9.-70, 17-20.-20 - 3) IBC BC Live: Lumber Increase=1.25, Plate Increase-1.25 Ur9f xm Loads (pIQ Vert: 1.5=-30, 5-6.-30, E9=30, 17-20-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plQ Vert: 1-5=97, 5-6.90, 6-9.97, 17-20.-10 Hors: 1-5-107, 6-9-107 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert:1.5-97, 5-6=90, 6-9.97, 17-20.-10 Harz:I S--107. 6-9=107 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.5= 67, 5-6— 60, 6-9.-67, 17-20.-20 Horz: 1.5=37, 6-9-37 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5-67, 5-6-60, S-9=-67, 17-20.-20 Harz: 1-5.37, 6-9=-37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5--%, 5-6-58, 6-9-40, 17-20-10 Ham: 1-5-68, 6-9.50 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-5=39, 5.6.58, 6.9=58, 17-20=-10 Harz:1.5=-49. 6-9-68 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5.10, 5-6.10, 6-9=-8, 17-20-20 Harz:1-5--40, 6-9.22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert:1-5=-9, 5-6=10, 6.9=10, 17.20.-20 Harz: 1.5=-21, 6-9.40 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=58, 5-6.33, 6-9.33, 17-20.-10 Harz:1-5-68, 6.9-43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plQ Vert: 1-5-43, 5-6=33, B-9-58, 17.20-10 Harz: 1.5=-43, 6-9.68 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert:1-5.58, 5-6-33, 6-9.33, 17-20.-10 Harz: 1.5=-68, 6-9-43 15) MWFRS 41h Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1.5=33, 5-6.33. 6-9-%. 17-20.-10 Horz: 1-5=-43, 6-9=68 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-5-10, 5-6-15, 6-9.-15, 17-20.-20 Harz: 1.5-40, 6-9.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-5— 15, 5.6-15, 6-9=10, 17.20=-20 Ham: 1-5.-15, 6-8.40 18) Uve Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1.5= 30, 5-6-30, 6-9-30, 17-20-40 19) C-C Wind Positive +Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-5-88, 5-6.-82, 6-9.-ae, 17-20--35 Harz: 1.5=28, 6.9.-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-S -88, 5-6=-82, 6-9=-88, 17-20=-35 Harz: 1.5=28, 6-9-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-5=-30, 5-6-30, 6-9-43, 17.20-35 Harz: 1-5=-30, 6.9-17 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-5=44, 5-6=-30, 6-9=-30, 17.20.-35 Horz: 1-5-16, 6-9=30 23) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=-30,5-6=-49, 6-9.-49, 17-20=-35 Harz: 1-5-30, 6-9.11 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase-1.33, Plate Increase.1.33 , Uniform Loads (plf) Vert: 1-S.d9, 5-6=48, 6-9.-30, 17-20-35 Harz: 1-5-11, 6-9.30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.5=-60, 5-6-60, 6-9.-30, 17-20.-35 26) 2nd unbalanced Regular: LumberIncrease.1.25, Plate Increase.1.25 Uniform Loads (pill Vert: 1-5-30. 5-6=-60, 6-9.-60, 17-20-35 27) 3rd unbalanced Regular Only: Lumber Increase.1,25, Plate Increase-1.25 Uniform Loads (pill Vert: 1-5=-70, 5-6--70, 6-9-30, 17-20=-20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-5=.30, 5-6.-70,6-9.-70, 17-20--20 Special Truss 4-8 1 9 4-10 143-11 19-0 8 240-2 29 10 -14 35-6-7 4-8-1 4-8-9 4-11-1 4-8-14 4-11-10 5-10-12 5-7-9 3.46 V2 5x6 ; 4.00112 Scale =1:57.2 Camber = 9116 In 3x10 = 3x4 = 3x4 = Sx6 WB= 3xS _ 5x10 MT20H WB= 3x4 = 3x8 = 27-6-1 34-7-15 LOADING (psf) SPACING 2-0-0 CS! DER. In pool Well Ud PLATES GRIP TCLL 20.0 Plates lnaease 1.25 TC 0.93 Vert(L-) 0.6410-12 >661 360 MT20 244/190 TCDL 15.0 Lumber Inaease 1.25 BC 0.94 Vert(TL) -0.85 10-12 >501 240 MT20H 187l143 BC LL 10.0 ' Rep Stress Ina YES WB 0.80 Hom(rL) 0.19 9 n/a n/a BC DL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 17116 - FT=0% LUMBER TOPCHORD 2x4 SYP M 30 BOTCHORD 2x4 SYP M 30'Except' 811; 2x4 SYP M31 WEBS 2x4 SP No.3 _ - -- - OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purllns. BOTCHORD Rigid calling directly applied or 2-2-0 cc bracing. WEBS T-Brace: 2x4 SYP No.3 - 5-12 Fasten (2X) T and I braces to narrow edge of web with 1 ad (0.1319k3') nails, 61n o.a. ,With sin minimum end distance. Brace must cover 90 % of web length. M' ek recommends that Stabilizers and required cross bracing be installed curio truss erection In accordance With Stabilizer Installation ulde. REACTIONS Qb/size) 1 1662/0.8-13 (min. 0-1-13) 9 1714/0-8-0 (min. 0.2-10) Max Horz 1 -137(LC 13) Max Uplift 1 . -764(LC 8) 9 -757(LC 9) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOPCHORD 1-2-5982/4335, 23-5743/4109. 3-4— 511313715. 4.5=-507113727, 5-6=-3544/2656, 6-7-3603I2681, 7.8.-4613/3285, 8.9=4831/3506 BOTCHORD 1-15= 4059/5673, 14-lS 3563/5137, 13-14=-2817/4153, 12.13=-2817/4153, 11-12=-2741/4001, 10-11.-2741/4001, 9-1 0-315614462 WEBS 2-15-2831411, 3-15.-229/405, 3-14 672/664, 5-14-64211025, 5-12.-1231/1055, 6-12.-1160/1711. 7-12-9fi0/891, 7-10-125/416, B-10-23PJ411 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL-5.Opsf; BCDL-5.OpsF h-15ft; Cat. 11; Exp D; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;GC for members and forces 8 MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 3) All plates are MT20 plates unless otherwise indicated. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 13. 5) Plate(s) at joint(s) 4, 1, 15, 2, 3, 14, S. 6, 12, 7, 10, 8, 11. 9 and 9 checked for a plus or minus 0 degree rotation about Its center. 6) Plate(s) at joint(s) 13 checked for a plus or minus 3 degree rotation about Its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with my other live loads. 8)' This truss has been designed for a live load of 10.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wlde will fit between the bottom chord and any other members, with BCDL =10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 764lb uplift at joint 1 and 757lb uplift at Joint S. 10)'Seml-rlgid pitchbreaks with fixed heels' Member end fixity model Was used In the analysis and design of this truss. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is alvrays required. LOAD CASE(S) 1)Rol ular: Lumber Increase.1.25, Plate increase=1:25 - Uniform Loads (plf) Vert: 1.6=-60, fi•8--60, 16-19=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.6=-70, 6-9-70, 16-19-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-6=30, 6-9— 30, 16-19-40 4) C-C. Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.97, 6-9-97, 16-19=-10 Horz: 1-6.-107, 6-9.107 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.6-97, 6-9=97, 16-19= 10 Horz: 1.6=-107, 6-9=107 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.-67, 6-9-67, 16-19=-20 Horz: 1-6-37, B-9-37 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6=-67,6-9.-67,16-19=-20 Horz: 1-6.37, 6-9.-37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.6-58, 6-9=40, 16-19=•10 Harz: 1•6.-68, 6-9=50 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6=39, 6-9=58, 16-19— 10 Harz: 1.6=-49, 6-9=68 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-10, 6-9-8, 16-19-20 Horz: 1-6=-40, 6-9=22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6=-9, 6-9=10, 16-19-20 Harz: 1-6-21. 6-9-40 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.58, 6-9-M, 16.19=-10 Horz: 1-6.-68, 6-9.43 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.33, 6-9=58, 1S•19= 10 Harz: 1-6=-43, 6-9-68 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6=58, 6-9.33. 16.19 -10 Harz: 1-6=-68, 6-9=43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6-33, 6-9-58, 16-19=-10 Horz: 1-6=-43, 6-9=68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.10, 6.9.-15, 16.19=-20 Horz: 1-6 -40, 6.9-15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1:33, Plate Inaease.1.33 Uniform Loads (pin ` Vert: 1-6-15. 6-9.10. 16-19-20 Horz: 1.6-15, 6-9.40 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 5x8 II Uniform Loads (pin Vert:4.6-30,6-9= 30, 16-19=40- - 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-88. 6-9.-88, 16-19.-35 Horz: 1-6-28, 6-9-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6-88, 6.9=-88, 16.19_ 35 Horz: 1-6.28, 6.9— 28 21) MWFRS Wind Left Positive +Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6-30. 6-9-43, 16-19-35 Horz: 1-6-30, 6-9.17 22) MWFRS Wind Right Positive +Regular; Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.-44, 6-9-30, 16-19— 35 Horz: 1-6=-16, 6-9=30 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-30, 6-9=-49, 16-19-35 Horz: 1.6=-30, 6-9.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-49, 6-9— 30, 16-19-35 Horz: 1-6 -11, 6-9=30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-6-60, 6-9-30, 16-19-35 26) 2nd unbalanced Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-6-30, 6.9-60, 16-19.-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-6=-70, 6-9-30, 1fi-19=-20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.6=-30, 6-9-70. 16-19-20 Truss 11 I 11 A01 3x10 = 3.46 12 5x6 ; 4.00 12 maw mieun vve= 3xB= Sx10 Mr20H= 0-Ul 7-1-12 12-3-4 30 5 11 0- 3 71 R �� 0 19715 2471 1.5x4 II Scale = 1:59.1 Camber - 121n 3x8 = 5x8 II 35-9-13 36-8-5 Plate Offsets (X,YI: [4•o-s-0 Edge) [6.0-4-0 0-2-121 [10:0-9-0,Edne] [10:0-0-14 0.0-ZI 112.0-s0 o-3-0) r r- i a- I U-1 U 5-4-2 0-10-18 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL In Qoc) Udell Ud PLATES GRIP TCDL 15.0 BCLL Lumber Increase 1.25 0.90 BC 0.80 Vert(-L) 0.66 15 >663 360 Vert(rL) -0.84 13-15 >524 240 MT20 244/190 10.0 SCDL Rep Stress Ina YES . WB 087 ' MT20H 187/143 nx- Weight: 178 lb FT.O% TOP CHORD 2x4 SYP M 30 BOT CHORD 2x4 SYP M 31 'Except• 132: 2x4 SYP M 30 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-B-B oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 5.13 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131'k3l nails, 6ln o.c. with Sin minimum end dstance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing beInstalled durin truss erection In accordance with Stabilizer Installation ulde. REACTIONS phisize) 1 - 1717/0-8-13 (min. 0.1-13) 10 1769/0.8-0 (min. 0-1-14) Max Harz 1 - -141(LC 13) Max Uplift 1 - -789(LC 8) 10 = -782(LC 9) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2.-6177/4503,23--5912/4217,3-4=-511W3694, 4-5-505SM7114, 5-6--3643/2756,6-7--3693/2773, 7-8.-4403/3286, B-9.-4475/3278, 9.10--0940/3525 BOTCHORD 1-16=-4216/585Q 15-16=-3811/5447, 14-15-2869/4235, 13.14--2869/4235, 12.13=-276514121, 11-12= 3155/4566, 10-11.-31SV4566 WEBS 2-16--265/394,3-16--7a,290,3-15=-883/820, 5-15--561/964, 5-13.-128111081, 6.13.-1236/1785, 7-13=-1043/870, 7.12.-199/432, 9-12--491/437 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL.S.Opsf; SCDL-S.Opsh h.15ft; Cat. II; Exp D; End., GCpl-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 3) All plates are MT20 plates unless otherwise Indcated. 4) Plates checked for a plus or minus 0 degree rotation about Its center. ,5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members, with SCDL= IO.Opsf. 7) Provide mechanical connecIon Q1y others) of truss to bearing plate capable of withstanding 789Ib uplift at faint 1 and 782lb uplift at joint 10. 8) "Semi -rigid pitch. ks with fixed heels' Member end fixity model was used In the analysis and design of this truss. ' 9) Warning: Addtional permanent and stability bracing for truss system (not part of this component design) Is always required, LOAD CASE(S) 1) Regular: Lumber Inaease.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-6--60, 6-10--60, 17-20=35 2) Regular Only: Lumber Increase.1.25, Plate Inaease.1.25 Uniform Loads (plo Vert: 1-6.-70, B-10=-70, 17-20.-20 3) IBC SC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-6=30, 6-10--30, 17-20.40 4) C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (an Vert: 1-6-97. 6-10-97, 17.20=-10 Horz: 1-6.-107, 6-10-107 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-97, 6.10-97, 17-20--10 Horz: 1-6=-107, 6-10=107 6) C-C Wind Positive: Lumber Increase=1.33, Plate Inaease.1.33 Uniform Loads (pin r Vert: 1-6--67,6-10=67, 17-20.-20 Horz: 1-6-37, 6-10--37 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-6--67,6-10--67, 17.20=-20 Horz: 1-6-37, 6-10--37 8) MWFRS Wind Left: Lumber Inae2se.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.6=58, 6.10=40, 17-20--10 Harz: 1.6-68, 6-10=50 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pl() Vert: 1-6=39, 6-10=58, 17-20--10 Horz: 1.6=-49, 6.10.68 10) MWFRS Wind Left Positive: Lumber Inaease-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=10, 6.10=-8, 17-20--20 Horz: 1.6-40, B-10.22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-6.-9,6-10.10, 17-20=-20 Horz:1-6=-21, 6.10=40 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6.58, 6-10.33, 17-20=-10 Horz: 1-6--68. 6-10-43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (WO Vert:1-6=33, 6-10.58, 17.20.-10 Horz: 1-6-43, 6-10=68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Leads (pll) Vert: 1.6=58, 6-10=33, 17-20.-10 Horz:1-6=-68, 6.10.43 15) MWFRS 41h Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=33, 6-10.58, 17.20=-10 Horz: 1-6=-43, 6-10=68 16) MWFRS lot Wind Parallel Positive: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-6.10, 6-10--15, 17.20=-20 Horz: 1-6=-40, 6-10=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=-15, 6-10-10, 17-20--20 Horz: 1-6--15, 6-10.40 18) Live Only: Lumber Increase.1.25, Plate Inaease=1.25 Ungom Loads (pit) Vert: 1-6-30, 6-10-30, 17-20.-40 19) C-C Wind Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Unifam Loads (pll) Vert: 1.6= 88, B-10.-88, 17.20--35 Horz: 1-6-28, 6-10--28 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=-88, 6-10=-88, 17-20-35 Harz: 1.6.28, B-10-28 21) MWFRS Wind Left Positive+ Regular: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pIf) Vert: 1-6=-30, 6-10-43, 17-20-35 Horz: 1.6=-30, 6-10-17 22) MWFRS Wind Right Positve + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=-44, 6-10= 30, 17-20=35 Harz: 1-6.-16, 6-10-30 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-6=-30, B-10--49, 17-20=35 Hoyt: 1-6=-30. 6-10.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6-49, 6-10=-30, 17-20=-35 Horz: 1-6--11, 6.10=30 25) 1at unbalanced Regular: Lumber Increass.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6--60, 6-10=-30, 17-20--35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: 1.6-30, 6-10-60, 17-20=-35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate Inaease-1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-10.-30, 17-20=-20 28) 4th unbalanced Regular Only: Lumber Inaease=1.25, Plate Increase.1.25 Uniform Leads (plf) Vert: 1.6-30.6-10-70. 17-20-20 Truss A0109251 20-3-6 3.46 12 5x6 �: 4.00112 Scale = 1:58.9 Camber =1/21n 3x10 3x4 = 3x4 = 5x6 WB= 3x8 = 3x4 = 1.5x4 11 7x8 11 = 3-6-8 24-11-14 5x6 WB= LOADING (psn SPACING 2-0-0 CSI DEFL In (lac) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.70 16-17 >629 360 NT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.82 Vert(rL) -0.83 14-16 >529 240 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(R) 0.21 10 n/a n/a BCDL 10.0 Code FRC20IMrrP12007 (Matrix-M) Weight: 188 lb FT=0% LUMBER TOP CHORD 2x4 SYP M 30 BOT CHORD 2x4 SYP M 31 •Except• _ 82: 2x4 SYP M 30 WEBS 2x4SP No.3 — --- -` - - — - - - OTHERS 2x4 SP No.3 SLIDER BRACING TOPCHORD Structural wood sheathing directly applied or 1-9-13 oc puriins. BOTCHORD Rigid ceiling directly applied or 3-7-6 oc bracing. WEBS T-Brace: 24 SYP No.3 - 5-14 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131'x3') nails, 61n o.c. ,with Sin minimum end distance. Brace must cover 90%of web length. MTek recommends that Stabilizers and required cross bracing be Installed duringtruss erection In accordance with Stabilizer Installation Quide. REACTIONS Qb/size) 1 - 1750/0.8-13 (min. 0-1-14) 10 1717/Mechanical Max Harz 1 165(LC 12) Max Uplift 1 -805(LC 8) 10 -751(LC 9) FORCES (16) Max. Camp./Max. Ten. - All forces 250 (Ib) or less except When shown. TOPCHORD 1-2 6365/4650, 2-3=-5956/4245, 3-4--5029/3672, 4.5-4981/368.6, 5-6=-3655/2780, 6-7=-3716/2805, 7-8--"32/3247, 8-9-4739/3399, 9-10- 1782/1158 BOT CHORD - 1-17.440316053, 16-17--3716/5291, 15-16=-2865/4210. 14-15=-2865/4210, 13-14-2786/4117, 12-13.-2786/4117, 11-12-3060/4377, 10-11.-3060/4377 WEBS 2-17-465/594,3-17.-249/528, 3-16=-895/822, 5-16--637/1025, 5-14--128611062, 6.14=-1274/1818, 7-14-1033/850, 7-12-971342, 8-12--295/289 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL=S.Opsf; BCDL-5.0psf; h=15ft; Cat II; Exp D; End., GCp1.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 3) The solid section of the plate is required to be placed over the splice line at Joints) 15,7.13. 4) Plate(s) al Joint(s) 4.1. 17. 2, 3, 16. 5, 6, 14, 12, S. 11, 10 and 10 checked for a plus or minus 0 degree rotation about Its center. 5) Plate(s) at Jalnt(s) 15, 7 and 13 checked for a plus or minus 3 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconament with any other live loads 7) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL. 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 805lb uplift at Joint 1 and 751 lb uplift at Joint 10. 10) "Semi -rigid pitchbreaks Wth fixed heels" Member end fixity model was used in the analysis and design of this truss 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1=6=-60, 6.10r60, 18-21. 35 — — -- -- - 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-6=-70,6-10=-70, 18-21=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-6-30, 6-10=-30, 18-21=-40 4) C-C Wind: Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-6.97, 6-10.97, 18-21--10 Harz: 1-6= 107, 6-10.107 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.97, 6-10-97, 18-21--10 Harz: 1-6.-107, 6.10-107 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-6--67, 6-10=-67, 18-21-20 Harz: 1-6.37, 6-10-37 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.-67, 6-10.-67, 18-21--20 Harz: 1-6-37, 6-10.-37 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-6=58, 6-10=40, 18-21.-10 Harz: 1-6.-68, 6-10.50 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.39, 6.10-58, 18-21-10 Harz: 1-6=-49, 6.10-68 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.10, 6-10.-8, 18-21-20 Harz: 1-6-40, 6-10.22 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6--9, 6-t0-10, 18-21.-20 Harz: 1-6-21, 6-10=40 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increwa-1.33 Uniform Loads (pin Vert: 1-6-58, 6-10=33, 18-21=-10 Harz: 1.6.-68, 6-10=43 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6=33, 6-10d8, 18-21.-10 Harz: 1.6=-43, 6-10-68 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-6-58,6-10=33, 18-21.-10 - Horz: 1-6--68, 6-10-43 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.33, 6-10-58, 18-21-10 Harz: 1-6-43, 6-10-68 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.6=10, 6-10= 15, 18-21=-20 Harz: 1-6=-40, 6-10-15 17) MWFRS 2nd Wind Parallel Posltive: Lumber increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.6=-15, 6-10=10,18.21=-20 Harz: 1-6=-15, 6-10=40 18) Live Only: Lumber Inaeaw.1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-6.-30, 6-10-30, 18-21.-40 19) C-C Wind Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 - -Uniform Loads (plo-. Vert: 1-6=-88, 6-10=-88, 18-21-35 Harz: 1-6=28, 6-10=28 20) 2nd C-C Wind Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6-as, 6-10-88, 18-21-35 Harz: 1-6.28, 6-10.-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.6-30, 6-10=-43, 18-21-35 Harz: 1.6=-30, 6-10=17 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6=-44, 6-10=-30118-21.-35 Harz: 1-6- 16, 6-10.30 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.-30,6.10=-49,18-21=-35 Harz: 1-6.-30, 6.10-11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6.49, 6-10- 30. 18-21=-35 - Harz: 1-6-11, 6-10=30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.6-60, 6-10- 30, 18-21-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1.6-30, 6.10=-60, 18-21-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-6=-70, 6-10.-30, 18-21-20 28) An unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-6= 30, 6-10-70, 18-21-20 Truss 1 r� 5-6-12 10-10-6 1 16-10-1 3.46 12 5x6 Scale .1:60.3 Camber. 1/21n 3x10 = 3x4 = 3x8 MT20H= 3x8 = Sx6 WB= 3x4 = 2 4x= 3x6 11 3x4 = 0-Q-3 8-0-15 14-11-9 20-10 10 2110 7 27 8 1 34 4 14 36 1 15 0-b 3 8 0 12 R 1 n-ci I Plate Offsets (X Y): I4:0.3-O o'r -a D-td-1 j Edpel 16.0-3.00-0-2) (8:0-1-120-1-81111:Edpe 0-3-81 (12.0-3-00.2-81 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL In Doc) Well Ud PLATES GRIP TCDL 15.0 ' Lumber Increase 1.25 0.84 BC 0.98 Vert(LL) 0.64 17-18 >670 360 Vert(rL) -0.75 17.18 >573 240 MT20 244/190 BC LL 10.0 Rep Stress In YES WS 0.96 Horz MT20H 187/143 ad nx- Weight: 190 lb FT.0 TOP CHORD 2x4 SYP M 30 'Except' T4: 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 'Except' Bi: 2x4 SYP M 31, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 'Except* W 12: 2x4 SP No.2 OTHERS 2,4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-7-3 oc purilns, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 5-15 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131'xal nails, On o.o with 3in minimum end distance. Brace must cover 90 % of web length. MiTek recommends that Stabilizers and required aoss bracing be installed Burin truss erection In accordance with Stahillzer Installation wide. RF_ACr1IONS 0b/size) 1 1726/0-8.13 (min. 0-1-14) 11 . 1695/Mechanirai Max Harz 1 • 207(LC 12) Max Uplift 1 -799(LC 8) 11 -733(LC 9) FORCES 0b) Max. CompJMax. Ten. - All forces 250 0b) or less except when shown. TOPCHORD 1.2.-6263/4546. 2-3=-SB62/4159, 3-4--4634/3375, 4-5=4581/3390, 5-6--3425/2621, 6.7 3472/2641, 7-8.-3974/2881,8-9.-2253/1590, 9-10--2072/1409, 10-11--2211/1513 BOTCHORD 1.18=-4395/5979, 17-18.-3723/5186, 16-17-2745/3970, 12-13 2560/3552 1415.•2477/3572, 13-14=2477/3572, 12.13=-25fi0/3552 WEBS 2.18= 462/584, 3.18-255/597, 3-17=-108&967, 5-17.-582/968, 5-15=-1325/1087, 6-15=-1234/1719, 7-15=-643/615, 8.12--1801/1398, 9.12=-627/527, 10-12-1844/2745 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL-S.Opsf; BCDL-5.0psf; h=15ft; Cat. 11; Exp D; End., GCpI.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 3) All plates are MIT20 plates unless otherwise Indicated. 4) Plates checked for a plus or minus 0 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. 6)' This truss has been designed for a live load of 10.0psf an the bottom chord In all areas More a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL - I O.Opsf. 7) Refer to girder(s) for truss to truss connections 8) Provide metal plate or equivalent at bearing(s) 11 to support reaction shown. 9) Provide mechanical connection Dry ethers) of truss to bearing plate capable of withstanding 799 lb uplift at joint 1 and 733lb uplift at joint it. 10)'Seml-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-13a60, 6.9=-60, 9-10--60, 11-19-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-6.-70, 6-9-70, 9-10-70, 11-19=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-6.-30, 6-9.-30,9-10=-30, 11-19=40 4) C-C Wind: Lumber Inaease-1.33, Plate Inaease.1.33 Uniform Loads (pIQ Vert: 1-6.97, 6-9.97, 8-10.97. 11-19=-10 Harz: 1-6.-107, 6.9-107, 9-10-107 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert:1-6.97. 6-9-97. 9-10=97, 11-19.-10 Hom: 1-6.-107, 6-9-107, 9-10=107 6) C-C Wind Positive: Lumber Inaease.1.33, Plate Increase.1.33 uniform Loads (plf) Vert: 1-6.-67, 6-9-67, 9-10.-67, 11-18--20 Harz: 1.6=37, 6-9.-37, 9-10--37 7) 2nd C-C Wind Positive: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6--67, 6-9=-67, 9-10-67. 11.19=-20 Harz: 1-6=37, 6-9--37, 9-10=-37 8) MWFRS Wind Left: Lumber Inaease=1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-6,%, 6-9=40, 9-10.34, 11-19--10 Hom: 1-6-68. 6-8.50, 9.10.44 9) MWFRS Wind Right: Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-6.39, 6-9.58, 9-10.58, 11-19.-10 Harz: 1-6.49, 6-9.68, 9-10.68 10) MWFRS Wind Left Positive: Lumber Increase.1,33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=10, 6.9--8, 9-10=-14, 11-19-20 Harz: 1.6= 40, 6.9-22, 9-10=16 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-6=-9,6-9.10. 9-10-10,11-19.-20 Harz: 1.6=-21, 6-9.40, 9.10=40 12) MWFRS 1st Wind Parallel: Lumber'lncrease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-6-%, 6.9-33, 9.10.33, 11.18=-10 Harz: 1-6.-68, 6-9-43. 9-10.43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increass.1.33 Uniform Loads (pll) Vert: 1-6.33, 6-8=58, 9.10.58, 111-19.-10 Harz: 1-6 -43, 6-9.68, 9-10=68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (plQ Vert: 1-6=58, 6.9-33, 9.10=33, 11-19.-10 Harz: 1-6.-68. 6-9.43. 9-10.43 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1.6.33, 6-9.511, 9-10-58, 11-19.-10 Harz: 1.6-43, 6-9.68, 9-10=68 16) MWFRS tat Wind Parallel Positive: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (all) Van:1-6.10, 6-9.-15, 9-10-15, 11.19-20 Harz: 1-6.-40, 6-9.15, 9-10=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert:1-6-15, 6.9.10, 9-10.10, 11-19.-20 Harz: 1-6=-15. 6-9.40. 9-10.40 1S) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert:1-6=-30, 6.9=-30, 9-10-30, 11-19=-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (piQ Vert: 1-6-88, 6-9=-88, 9-10..-88, 11-19-35 Harz: 1.6=28, 6.9=-28, 9-10-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-6=-88, 8.9=-88, 9-10-88, it-19.-35 Harz: 1.6-28, 6-9=-28, 9-10=-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6-30, 6.9=-43, 9-f0.-48, 11-19=-35 Harz: 1-6-30, 6-9=17, 9-10.12 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=-44, 6-9.-30,8-10.-30, 11-19.-35 Hom: 1-6-16, 6-9.30, 9-10=30 23) MWFRS lot Wind Parallel Positive + Regular: Lumber Inaease=1.33, Plate Inaease.1.33 Uniform Loads (pIQ Vert: 1-6.-30,6-9=49, 9.10=-49, 11-19=-35 Harz: 1-6-30, 6-9.11, 9.10-11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (tall) Vert: 1-6-49, 6-9.-30. 9-10-30, 11-19.-35 Ham: 1-6-11. 6-9=30, 9-10=30 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (tall) Vert: 1-6.-60, 6-9=-30, 2-10-30, 11-19=-35 26) 2nd unbalanced Regular: Lumber Inaease=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.6=-30, 6-9.-60, 9.10-60, 11-19.-35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6.-70, 6-9-30. 9.10=-30, 11-19.-20 28) 4th unbalanced Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plQ Vert: 1-6=-30, 6-9=-70, 9-10-70, 11-19.-20 Special Truss A0109253 4441112 4 12 10 0 6 16-5-13 20-7-6 242-14 28 10-15 32-7-4 3� 41635 9-14 4 4-12 5-7-11 6-5-7 4-1-9 3-7-8 4-8-2 3-8 5 9 2-5-9 3.46 12 2.97112 5x6 3.35112 6 5x6 = Scales 1:62.4 Camber = 1/2In 3x10 = 3x4 = 3x8 MT20H= 3xS = 5x6 WB= 3x8 = 4x10 = 3x6 II 3x4 = LOADING (psf) SPACING 2-0.0 CS] DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.63 18-19 >683 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.98 Vert(rQ -0.76 18-19 >560 240 MT20H 187/143 SCLL tO.D' Rep Stress Inc YES WB 0.92 Horz(rQ 0.18 12 n/a We BCDL tO.D Code FRC2010/1-P12007 (Matrix-M) Weight: 1961b FT. O% LUMBER TOP CHORD 2x4 SP No.2'Except' T2,T1: 2x4 SYP M 30 , BOTCHORD 2x4 SYP M 30'Except' - -- - 81: 2x4. SYP M 31, B3: 2x4 SP No.2 - -- -- WEBS 24 SP Na3 OTHERS ' 2,4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - &16 Fasten (2X) T and I traces to narrow edge of web with 10d (0.131'x3l nails, Sin o.c. ,with Sin minimum end distance. Brace must cover 90 h of web length. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1 171010-8-13 (min. o-1-13) 12 1679/Mechaniral Max Horz 1 222(LC 12) Max Uplift 1 -784(LC 8) 12 -728(LC 9) FORCES 0b) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOPCHORD 1-2- 6277/4564, 2-3=-.5918r4159, 3-4-4700/3387, 4-5=-4643/34135-6=-3422/2596, 6-7.-337412573, 7-8-344412590:8-9-3458/2493, 9-10-2049/1511, 10-11= 2117/1620, 11-12-211211643 BOTCHORD 1-19-4470/6006, 18-18- 3862/5298, 17-18-2805/4004, 16-17=-280514004, 15-16=.2270/3273,14-15-2270/3273, 13-14=-1702/2388 WEBS 2-19-3821546, 3-19-149/498, 3-18.-10891996, 5-18-566/950, 5-16-1320/1100, 6-16.-101511445. 7-16- 278/316,8-14=-221/335, 9-14-6151992, 9-13-160911198. 11-13-1704/2409 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL.5.0psf; BCDL-5.Opsf; h.15ft; Cat 11; Exp D; End., GCPI=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C far members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 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 has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6)' This truss has been designed for a live load of 10.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, with BCOL -1 O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 784lb uplift at joint 1 and 7281b uplift at joint 12. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Warning: Additional permanent and stability tracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6.-60, 6.8-60, 8-9-60, 9-10.-60, 10-11=60, 12-20-35 2) Regular Only: Lumber Inaease=1.25, Plateinaease.1.25- - Uniform Loads (plf) Vert: 1-6-70, 6-8-70, 8-9- 70, 9-10=-70, 10-11=-70, 12.20=-20 3) IBC SC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-6=-30, 6-8--30, 9-9-30, 9-10=-30, 10-11=-30, 12-20=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6-97,6-8-97,8-9=97, 9-10-97, 10-11-97,12-20=-10 Harz: 1-6.-107, 6-8.107, 8-9.107, 9.10.107, 10-11-107 5) 2nd C-C Wind: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.6.97, 6.8.97, 8-9-97, 9.10=97, 10.11.97, 12.20--10 Harz: 1.6.-107, 6.8-107, 8.9-107, 9.10-107,10.11-107 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6=-67, 6-8--67, 8-9- 67, 9-10 -67, 1 0-11=-67,12-20-20 Horz: 1.6=37, 648=-37. 8.9-37, 9-10=-37, 10-11 ­37 7) 2nd C-C Wind Positive: Lumber Inas3Se=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.6.-67, 6.8-67, 8-9-67, 9-10=-67, 10-11.-67, 12-20=-20 Horz: 1.6-37, 6-8.-37, 8-9.-37, 9-f0=-37, 10.11=-37 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6.58, B-7.38, 7-8.39, 8.9.40, 9.10=34, 10.11.39, 12.20-10 Horz: 1-6.-68, 6-7.48, 7-8.49, 8-9.50, 9-10.44, 10.11-49 9) MWFRS Wind Right: Lumber Increase=123, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6-39, 6-8=58, &9=58, 9.10=58, 10-11=56, 12-20=-10 Horz: 1-6=-49, 6-8=68, 8-9-68, 9.10=68, 10-11=68 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6=10, 6-7-10, 7-8- 9, 8.9.-8, 9-10-14, 10-11=-9, 12-20- 20 Horz: 1-6=40, 6.7=20, 7.8=21, S-9.22, 9-10=16, 10.11-21 11) MWFRS Wind Right Positive: Lumber Increase=123, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=-9, 6-8=10, 8-9=10, 9-10=10, 10-11.10, 12-20-20 Horz: 1-6-21, 6-8-40, 8-9=40, 9-10-40, 10-11.40 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-6=58, 6-8-33, 8-9=33, 9-10=33, 10-11.33, 12-20-10 Horz: 1-6-68, 6-8-43, 8-9-3, 9-10.43, 10-11.43 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6-33, 6-8.58, 8-9.%. 9.10.58, 10-11d8, 12-20.-10 Horz: 1-6-43, 6-8.68, B-9.68, 8-10-68, 10-11.68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6-M, 6-8-33, 8-9.33, 9-10.33, 10-11.33, 12-20.-10 Horz: 1-6=-68, 6-8-43, 8-9.43, 9-10-43, 10-11-43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-6.33, 6.8-58, 8-9=58, 9-10-58, 10-11-%,12-20-10 Horz: 1.6.-43, 6-8-68, 8-9=68, 9-10-68, 10-11�68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.10, 6.8=-15, 8-9-15, 9-10=-15, 10-11-15, 12-20-20 Horz: 1.6=40, 6.8=15, &9=15, 9-10.15, 10-11-15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6- 15, 6-8.10, 8-9.10, 9-10.10, 10-11=10, 12-20-20 Horz: 1-6-15, &8.40, B-9-4019-10=40, 10-11.40 18) Live Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-6-30, 6-8..30, &9.-30, &10.-30,10-11.-30, 12-20- 40 IS) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) - -Vert:- Hom: 1.6-28, 6-8-28, 8-9-28, 9-10-28, 10-11-28 20) 2nd C-C Wind Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6=-88, 6-8=-88, B-9-88, 9-10=-88, 10-11-88, 12.20.-35 Harz: 1.6-28. 6.8- 28, B-9-28, 9-10--28, 10-11.-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.-30, 6-7.-45, 7.8---44, 8-9-43, 9-10- 48, 10-11--44, 12.20= 35 Horz: 1-6.-30, 6-7.15, 7.8-16, &9-17, 9.10-12, 10-11-16 22) MWFRS Wind Right Positive + Regular. Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (plo Vert: 1.6--44, 6.8-30, 8-9-30, 9-10=-30, 10-11=-30, 12-20-35 Horz: 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6-30, 6-8.-49, B-9-49, 9-10.-49, 1D-11-49, 12.20--35 Horz: 1-6-30, 6-8.11, a-9.11, 8-10.11, 10.11-11 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase=123, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-49, 6-8-30, 8.9-30, 9-10.-30, 10.11=-30, 12-20.-35 Horz: 1-6=-11, 6-8--30, 8-9.30, 9-10-30. 1D-11.30 25) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6.-60,6-8.-30, 8-9--30,9-10.-30, 10-11--30,12-20.-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase.1.25 i Uniform Loads (pin Vert: 1-6-30, 6-8.-60, 8-9-0. 9-10.-60, 10-11-60. 12-20=-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-6=40, 6-8-30, B-9=-30, 9-10.-30, 10-11-30, 12-20--20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.6-30, 6-8-70, 8-9-70, 9-10=-70, 1D-11=-70, 12-20-20 Truss A0109264 5-5-14 10-&12 i6-0-10""'""`'""`y""44""`y"""`-^teyouLlryAttxzoslm9vv84FeEU6as3rsZr4z_d` 20-3-12 24-3-9 27-11-15 32-4-0 35-5-14 5-5-14 5-3-15 5-2-14 4-3-2 3-11-13 3-8-6 4-4-1 3-1-15 3.46 12 5x6 r 2.97112 Scale . 1:59.1 Camber. 7/161n 3xl0 = 3x4 = 3x4 = 5x6 WB= 3x8 = 3x8 MT20H= 1z 11 3xB = 5x6 = LOADING (psi SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES LUMBER TOP CHORD 2x4 SYP M 30 •Except• T3,T4: 2x4 SP No.2 BOTCHORD 2x4 SYP M 30 •Except- 81: 2x4 SYP M al. 133: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purilns, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace: 2x4 SYP N0.3 - 5-14. 9-11 Fasten (M T and 1 braces to narrow edge of web with 10d (0.131'k3' nails, sin o.c. with Sin minimum end distance. Brace must cover 90 % of web length. MiTek recommends that Stadlizers and required am bracing be installed durin tmss erection In accordance with Stabilizer Installation guide. REACDONS (Ibrsize) 1 = 1695r0-8-13 (min. (3-1-13) 11 1663I141erhanical Max Harz 1 228(LC 12) Max Uplift 7 • -773(LC 8) 11 -724(LC 9) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1.2e-6130/4461, 2-3-5710/4055,3-4 4760/3471, 4.5 4713/3484, 5-6-3404/2579, 6-7.-3364/2561, 7-8-338012528, 8-9.-3399/2451 BOTCHORD 1-17- 4379/5871, 16-17.•3671/5073, 15-16-2827/4002, 14.15--2827/4002, 13.14.-2304/3300, 12-13.-2304/3300, 11-12-15722127 WEBS 2-17=-487/607,3-17.-273/565,3-16=-9951821, 5-116.-643/1015, 5-14--1281/1069, 6.14-963/1399, 7.14.-301/314, 8-12--231/308, 9-12=-733/1258, 9.11-2808/2126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; TCDL-5.0psf; BCDL-5.0psh h.15ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces B MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 3) All plates are MT20 plates unless otherwise Indicated. 4) The solid section of the plate Is required to be placed over the splice line at joint(s) 15. 5) Plete(s) at jolnt(s) 4, 8, 10, 1, 17, 2, 3, 16, 5, 6, 14, 7, 12, 9, 11 and 13 checked for a plus a minus 0 degree rotation about Its center. 6) Plate(s) at joint(s) 15 checked for a plus or minus 3 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) • This truss has been designed for a live load of 10.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom dead and any other members, with BCDL. 10.Opsf. 9) Refer to girder(s) fa truss to truss connections. 10) Provide metal plate or equivalent at beanng(s) 71 to support reaction shown. 11) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 773 lb uplift at joint 1 and 7241b uplift at Joint 11. 12) •Seml-rigld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. CSI TC 0.82 BC 0.99 27-11-1 In (loc) Wall L/d 0.6016-17 >701 360 -0.6614-16 >643 240 LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plQ Vert: 1-6.-60, 6-10.-60, i t-18—aS 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Urifcrm Loads (plf) Vert: 1-6-70. 6-10.-70, 11-18-20 3) IBC BC Uve: Lumber Inaease-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.6=-30, 6-10-30, 11-18=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert:1-6.97, 6-10-97. 11.18=-10 Horz: 1-6.-107, B-10-107 5) 2nd C-C Wind: Lumber Increaw.1.33, Plate Increase.1.33 Uniform Loads (plQ Vert:1-6.97, 6-10.97, 11-18=-10 Horz:1-6-107, 6-10=107 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-6=-67, 6-10-67, 11-18=-20 Horz: 1-6=37, 6.10.-37 7) 2nd C-C Wind Positive: Lumber increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-6=•67, 6-10-67, 11-18.-20 Horz:1-6=37, 6-10-37 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1.6-58, 6-8.38, 8.10.39, 11.18-1a Ham: 1-6=68, 6-8.48, 8.10-49 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-6.39, 6-10=58, 11-18-10 Ham: 1-6=-49, 6.10=68 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plQ Vert: 1-6.10, 6-8-10, 8-10= 9, 11-18-20 Ham: 1-6-40, 6-8-20, 8.10=21 11) MWFRS Wind Right Positive: Lumber Inaease-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6-9, 6.10-10, 11-18.-20 Harz:1-6-21, 6-10.40 12) MWFRS let Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6=58,6.10.33, 11-18=-10 Horz:1-6 -68, 6-10.43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plQ Vert:1-6=33, 6-10-%, 11-18-10 Ham: 1-6-43, 6-10=6B 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pIQ Vert: 1-6=58, 6-10=33, 11-18=-10 Horz: 1-6=-68, 6-10=43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Unilcrm Loads (pIQ Vert: 1.6 33, 6.10.58, 11-1B-10 Harz: 1-6-43, 6-10-68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.6=10, 6-10.-15, 11-18=-20 Horz:1.6-40. 6-10.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6=-15, 6-10.10, 11-18=-20 Ham: 1-6-15. 6.10.40 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 PLATES GRIP MT20 2441190 MT20H 187/143 Weight: 1901b FT.O% Uniform Loads (pIQ Vert: 1-6-30. 6-10.-30, l l-18=-40 19) C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (al) Vert: 1-6-88. 6-10=-88, 11-18=-35 Harz: 1.6.28. 6-10=-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plQ Vert: 1-6.-88, 6-10.-88, 11.18-35 Harz: 1.6.28. 6-70.-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6.-30, 6-8-45, 8•10=-44, 11-18=35 Horz: 1-6.-30, 6-8-15, 8.10-16 22) MWFRS Wind Right Positive + Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6-44, 6-10=-30, 11-18— 35 Horz: 1.6-16, 6-10.30 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-6-30,6-10.-49, 11-18=-35 Ham: 1-6-30, &10.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Inaease=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.6.-09, 6-10.-30, 11-18. 35 Ham: 1.6-11. 6-10.30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.6--60, 6-10.•30, 11.18-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6.-30, 6-10.-60, 11-18.-35 27) 3rd unbalanced Regular Only: Lumber Increase.1.25, Plate inaease.1.25 Uniform Loads (plf) Vert: 1-6-70, 6-10.-30, 11.18— 20 28) 4th unbalanced Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-6=-30, 6-10.-70, 11-18= 20 Truss 18-3-7 3.46 12 5x6 = 5x8 = 2.97112 31-9-0 1 35-1-14 Scale 159.4 Camber = 1/2In 3x10 = 3x4 = 5x6 WB= 3x8 = 3x4 = 3x4 = 5x6 = 3x8 Mr20H= 10-1-0 14 LOADING (pst) SPACING 2-0-0 CSI DEFL In Qoc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 _ TC O.BB Vert(LL) 0.6214-16 .681 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(rL) -0.78 14-16 >536 240 N r20H 1971143 BCLL la.0 • Rep Stress Ina YES WB 0.79 Hoa(rL) 0.18 10 n/a Na BCOL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight:187lb FT.O% LUMBER TOP CHORD 2x4 SP N0.2 *Except' . T2,T1: 2x4 SYP M 30 _ SOT CHORD 2x4 SYP M 30 WEBS - — 2i4 SP N6.3 - - - - - -- - -- --- OTHERS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 4-14, B-10 Fasten (2)) Tend I braces to narrow edge of web with 10d (0.131'x3•) nails, bin o.a ,with Sin minimum and distance. Brace must cover 90 % of web length. MITek recommends that Stabilizers and required am bracing be Installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ibldze) 1 = 1680/0-8-13 (min. 0-2-9) 10 1646/Mechanical Max Horz 1 215(LC 12) Max Uplift 1 . -782(LC 8) 10 = -738(LC 9) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2.-5961/4368, 2.3=-5303/3708, 3-4-5247/3719, 4-5=-3703/2741, 5.6--3542/2694, 6-7=-3426/2577, 7-a.-3466/2500 BOTCHORD 1-16 4286/5708, 1&16=-319814443, 14-15-319814443, 13-14.-2195/3212, 12-13-2265/3292, 11-12-226513292, 10-11.-156112124 WEBS 2-16-77SM18, 4-16-412/872, 4-14-1298/1117, 5-14.-4311714, 6-14-254/430, 7-11--403/498, 8-11-814/1352. 8-10-2735/2067 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL-5.0psf; BCDL=S.Opsr; h.15ft; Cat II; Ecp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) The solid section of the plate Is required to be placed war the splice line at joint(s) 15. 6) Plate(s) at joints) 3, 5, 6, 8, 9, 1, 16, 2, 4, 14, 13, 7, 11, 10 and 12 checked for a plus or minus 0 degree rotation about Its center. 7) Plate(s) at joint(s) 15 checked for a plus or minus 3 degree rotation about Its center. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcvmem with any other live loads. 9) • This truss has been designed for a live load of 10.0psf 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, with SCOL. 10.0psf. 10) Refer to girder(s) for truss to truss connections 11) Provide metal plate or equivalent at bearing(s) 10 to support reaction shown. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 782 lb uplift at joint 1 and 738lb uplift at joint 10. 13) °Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular: Lumber Inaease=1.25, Plateincrease-1:25 — - - Uniform Loads (pit) Vert: 1-5-60, 5-6-60, 6-9-60, 10-17e-35 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert:1-5-70, 5-6=70, 6-9.-70, 10.17=-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-5-30, 5-6-30, 6-9.-30, 10-17=-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.5=97, 5-6=90, 6-9.97, 1D-17.-10 Harz: 1.5-107, 6-9=107 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-5=97, 5-6.90, 6-9.97, 10-17=-10 Horz: 1-5-107, 6.9-107 - 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5.-67, 5•6-60. 6-9-67, 10-17.-20 Horz: 1.5-37, 6.9-37 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.5-67, &6 -60, 6-9-67, 10-17.-20 Horz: 1.5-37, 6.9— 37 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5=58, 5-6_%, 6-8.38, 8-9-39, 1(I.17--10 Horz: 1-5-68, 6-8-8, 8-9.49 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-S=39, 5-6-%, 6-9-%, 10-17-10 Horz: 1-5=-49, 6-9.68 10) MWFRS Wind Left Positive: Lumber Inaease=1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-5.10. 5-6=10, 6.8=-10, 8-9-9. 1D-17-20 Horz: 1-5-40, 6-8-20. B-9-21 11) MWFRS Wind Right Positive : Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5.-9,5-6.10, 6.9-10, 1D-17=-20 Horz:1-5.-21, 6-9-40 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5=58, 5.6--M, 6-9.3, 10-17.-10 Horz: 1.5=-68, 6.9=43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5.33, 5.6=33, 6-9-W, 10-17.-10 Horz: I-S -43, 6-9-68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5-%, 5-6=33, 6-9-33, 10-17-10 Horz: 1.5-68, 6-9=43 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.5=33, 5-6--93, 6-9.58, 10-17=-10 Harz: 1-5=-43, 6-9=68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5-10, 5.6= 15, 6-9--15, 10-17.-20 Horz: 1.5-40. 6-9=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5=-15, S-6-15, 6-9.10, 10-17-20 Horz: 1.5=-15. 6-9.40 18) Uve Only: Lumber Increase-1.25, Plate Inaeaw.1.25 Uniform Loads (plf) -Vert: 1-5--30,-5-6.-3D; 6.9=-30,-10-17-40— -- - - 19) C-C Wind Positive + Regular: Lumber Inaease=1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-5.•88, 5-6-82, 6-9.-88. 10-17e-35 Harz: I-S=2B, 6-9=-28 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.5-88, 5-6=-82, 6-9-118, 10.17=-35 Harz: 1-5.28, 6-9-28 21) MWFRS Wind Left Positive +Regular: Lumber Inaease=1.33, Plate Ancrease.1.33 Uniform Loads (plf) Vert: 1.5.-30, 5-6=-30, 6-8— 45, 8-9.-44, 10-17.-35 Horz: 1.5=-30, 6-8-15, 8-9.16 22) MWFRS Wind Right Positive +Regular; Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.5=-44, 5-6-30, 6-9.-30, 10.17=•35 Harz: 1-5-16,6-9-30 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: Horz: 1-5=-30, 6-9.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pig Vert: 1-5.-49, 5-6=-49. 6.9-30, 10-17-35 Horz: 1-5.-11, 6-9-30 25) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-5.-60, 5-6— 60, 6-9-30, 1 D-17-35 26) 2nd unbalanced Regular: Lumber Inaease=1.25, Plate Increase.1.25 Uniform Loads (pi() Vert: 1.5.-30, 5-6-60, 6-9-60, 10-17.-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: 1.5-70, 5-6=-70, 6-9.-30, 10-17=-20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-5=-30, 5-6.-70, 6-9-70, 10.17.-20 Special Truss A01 24-0-12 - 4012 10-6 9 15-11-14 22-M 22 •11 2!3 46 349-14 40-12 6.5-13 5-5.5 6-0-11 0- 21-9-2 5 3-9 5-5-8 Scale -159.5 Camber - EMS In 0.59112 3.46 12 4x6 = - Sx6 = 44 = 2.97112 3x4 = 3x6 11 3x8 Mr20H = 3xS = 3x8 = 4x8 = 3x6 11 5x6 = 3x8 Mr20H= 0-q-3 4-0-12 10-6-9 15-11-14 22-0-9 24012 29-46 34-9-14 D -3 4-0-9 6-5-13 r t;o_n� Plate Offsets MY): WO -a 4,0-2-01 [6:0-3-0 0-2-0[ 17:0-2-0 0-2-41 [9:0-3-0 0.1.0) [10'Edge 0.3.81 [11.0-2-tz 0-2-01 [16.0-3-0 0-241 LOADING (Pan SPACING 2-0-0 CSI DEFL In (tool Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.98 Vert(LL) 0.28 14 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.89 Vert(rL) -0.4812.14 >773 240 MT20H 187/143 BCLL 10.0 ' Rep Stress Inv YES WB 0.98 Hom(rL) 0.08 10 We n/a BCDL - Weight:184lb FT=0% LUMBER TOP CHORD 2x4 SYP M 30 •Except• T4,T5: 2x4 SP No.2 BOT CHORD 2x4 SP No'2 WEBS 2x4 SP N0.3 •Except• W2: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11.11 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 2-16, 9-11 Fasten (M T and I braces to narrowedge of web with 10d (0.131'x3l nails, On o.c. with 3in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance vdth Stabillzer Installation aulds. REACTIONS Qb/size) 1 = -1110-8-13 (min. 0-1-8) 17 - 1878M-6-10 (min.0-2-14) 10 1427/Mechanical Max Horz 1 200(LC 12) Max Uplift 1 - -47(LC 28) 17 - -929(LC 8) 10 -672(LC 9) Max Grav 1 - 35(LC 8) 17 - 1878(LC 1) 10 1427(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All faces 250 (lb) or less except when shown. TOPCHORD 1-2-479/549, 2-3=-30842139, 34.-298712148, 45--30082165, 5-6.-28752164. 6-7-278612085, 7-8-28842084, 8-9--2592/1841, 9.10.-1729/1296 BOTCHORD 1.17=-434287, 16-17=-434/287, 15.16=-20412904, 1415=-2041/2904, 13-14.-19092808, 12-13-1909/2808, 11-12.-17192467 WEBS 2-17--2154/1750, 2-16-236813396, 416-449/512, 5.14= 68/324, 6-12--343296, 7.12--161/352, 8.12-1281341, 8.11-738/697, 9-11--1780/2555 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd-132mph; TCDL-S.Opsf; BCDL.S.OpsF h-15ft; Cat. II; Exp D; End., GCp1.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and dghl exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water ponding. 4) Al plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus (I degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 7)' This truss has been designed for a live load of 10.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-M vide will fit between the bottom chord and any other members, With BCDL - I O.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide metal plate or equivalent at bearing(s) 10 to support reaction shown. 10) Provide mechanical connection (ry others) of truss to bearing plate capable of Wthstanding 47lb uplift at Joint 1, 929 lb uplift at Jolts 17 and 672 lb uplift at Joint 10. 11)'Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) . 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-5=-60, 5-6.-60, 6-7=-60, 7-9-60, 10-18-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Unifam Loads (pin Vert: 1-5=-70, 5-6.-70, 6-7=-70, 7-9-70, 10.18-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.5=-30, 5-6-3016-7--30, 7-9--30, 10-18-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6=97, 5-6.90, 6-7=90, 7-9.97, 10-18=-1D Horz: 1-5-107, 6-7-100, 7-9.107 Drag: 5-6=-1 5) 2nd GC Wind: Lumber Increase=1.33, Plate Increase-1.33 Unifam Loads (pin Vert: 1-5=97,5-6.90, 6.7-90, 7-9=97, 10-18=-10 Ham: 1-5-107, 6-7-100, 7.9-107 Drag: 5-6-1 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5s67, 5-6=-60, 6-7-60, 7.9-67, 10-18-20 Horz: 1-5=37, 6-7--30, 7-9.-37 Drag: 5-6=0 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Unifam Loads (pit) Vert:1-5-67, 5-6-60, 6-7--60, 7-9.-67, 10-18-20 Horz: 1-5=37, 6-7--30, 7-9=-37 Drag: 5-6.0 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5.58, 5.6 58, 6-7.58, 7.9.38, 10-18=-10 Horz: 1-58, 6-7=68, 7-9.48 Drag: 5-6--1 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-5=39, 5-6.5B, 6-7.58, 7-9.58, 10-18=-10 Horz: 1-5-49, 6.7=68, 7-9-68 Drag: 5-6-1 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=10, 5-6-10, 6-7-10, 7-9-10, 10.18=-20 Hors: 1.5=•40, 6-7=40, 7.9=20 Drag: 5-6-0 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5---9,5-6-10, 6-7-10, 7-9.10, 10.18.-20 Hors: 1-5--21, 6-7-40, 7-9.40 Drag: 5-6.-0 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Unifom Loads (pin Vert: 1.5--58, 5.6=33, 6-7�M, 7-9.33, 10-18.-10 Horz: 1-5--68, 6.7-43, 7-9-43 Drag: 5-6=-0 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5=33, 5-6-33, 6-7.33, 7-9-58, 10.18-10 Horz: 1-5-- 43, 6-7-43, 7-9-68 Drag: 5.6.-0 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert:1-5-%, 5.6-3, 6-7-33, 7-8.33, 1 D-18-10 Horz: 1-5-68, 6-7.43, 7.9.43 Drag: 5-6--0 IS) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5.33, 5.6=33, 6-7-33, 7.9=58, 10-18-10 Horz: 1-5.-43, 6-7=43, 7-9.68 Drag: 5-6--0 16) MWFRS tat Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5-10, 5-6-15, 6-7-15, 7-9-15, 10-18=-20 Horz: 1-5.-40, 6-7=15, 7.9-15 Drag: 6-6.-0 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.5=-15, 5-6-15, 6-7-15, 7-9.10, 10-18-20 Horz: 1-5=-15, 6-7-15, 7-9-40 Drag: 5-6--0 18) Uve Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.5=-30, 5-6-30, 6-7=-30, 7.9=-30, 10-18-40 19) C-C Wind Positive +Regular. Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-56-88, 5.6-82, 6.7=-82, 7-9.-88. 1(3-18=-35 Horz: 1-5-28, 6.7=-22, 7.9.-28 Drag: 54i=0 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5-88, 5-6=-82, 6-7-82, 7-9=-88, 10.18=-35 Horz: 1-5-28, 6-7--22, 7-9--28 , Drag: 5-6.0 21) MWFRS Wind Left Positive +Regular: Lumber Increase-1.33, Plate In7ease-1.33 Uniform Loads (pin Vert: 1.5=-30, 5-6-30, 6-7-30, 7-9-45, 10-18=-35 Horz: 1.5=-30, 6-7.30, 7.9-15 Drag: 5-6=-0 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-56-44, 5-6=-30, 6-7--30, 7-9--30, 10-18--35 Harz: 1-5--16, 6.7=30, 7-9-30 Drag: 5-6-0 23) MWFRS lot Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5--30, 5.6=-49,6-7-49,7-9--49, 10.18=-35 Horz: 1.5=-30, 6.7.11, 7-9-11 Drag: 5-6 -0 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5.49, 5-6-49, 6.7--49, 7.9--30, 10-18= 35 Hors: 1-5-11, 6.7=11, 7.9.30 Drag: 5-6.-0 25) 1at unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-56-60, 5-6-60, 6-7--60, 7.9-30, 10.18=-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-5=-30, 5-6--60, 6-7-60, 7.9--60, 10.18-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-5-70, 5-6=-70, 6-7-70, 7-9= 30, 10.18=•20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.5--30, 5-6.-70, 6-7.-70, 7-9-70, 10-18-20 55249 A15 Special Truss 1 1 A0109257 Job Reference (optlonal) yue pan Al ROOF TRUSSES, FORT PIERCE, FL 34946, LENNY"TO ID:aGfLjS52jE2VLy9tBggfXxy7mAE�yS9�cl2N4dE�a gsAxre ri't�anej6ftES�3ffl e�tzU gif 7-3-11 13-8 0 17-7-3 21-6-1 2�-ir4 26 1-0 32-7-4 7-3-11 6 4-10 3 10-14 3-10 14 7- 3-11-12 6-6-4 Scala =1:54.8 Camber = 3116 In 3.95 12 0.59112 4x4 = 4x4 = 2.97 12 3z4 = 4x4 = 4x6 = 3x4 = 3x6 II 3X4 = 3X10 = 3x8 = 3xB = 3x6 11 3x4 = LOADING (psf) SPACING 2.0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Ina YES BCOL 10.0 Code FRC2010/rP12007 LUMBER TOP CHORD 2x4 SP No.2 *Except' T1: 2x4 SYP M 31, T5: 2x4 SYP M 30 _BOTCHORD- 2x4, SP No,2 WEBS 2x4 SP No.3 •Except• - -- - -- We: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 3-7-10 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS T-Brace: a4 SYP No.3.2.13, 8-10 Fasten (2X) T and I braces to narrow edge of web with 1 Od (0.131'x3y nails, On o.c. ,with 31n minimum and distance. -Brace must cover 80 % of web length. MITek recommends that Stabilizers and required am bracing be installed Burin truss erection, In accordance with Stabilizer Installation guide. REACTIONS Qb/size) 1 = 234/0-8-13 (min. 0-1-8) 15 = 1700/0-9-4 (min. 0-2-9) 8 1150/1.0-1 (min. 0-1-11) Max Horz 1 205(LC 12) Max Uplift . 1 = -93(LC 8) 15 = -822(LC 8) 8 -480(LC 9) Max Grav 1 = 247(LC 25) 15 = 1700(LC 1) 9 1150(LC 1) FORCES Qb) Max. CompJMax. Ten. - All forces 259 Qb) or less except when shown. TOPCHORD 1=2--11761851, 2-3.-1745/1184, 3-4.-1639/1208, 4.5--2226/1614, 5.6 2339/1707, 6-7-181811360, 7.8=-1890/1318, 8-9--1343/1037 BOTCHORD 1-16.-977/1176,14-15=-363/229, 13-14--363229, 12-13.-14242060, 11-12-1424/2060, 10-11--1371/2060 WEBS 2-15-1901/1575, 2-13--13392057, 4-13-677/559, 5-11.-761/627, 6-11=-558/861, 6-10=-439287, 7-10�762263, 8-10.-1181/1773 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd.132mph; TCDL.5.Opsf; BCDL.S.Opsf; h-15ft; Cat. 11; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconanrent with any other live loads 6) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.Opsf. 7) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 93lb uplift at joint 1, 822lb uplift at joint 15 and 480 lb uplift at joint 9. 8)'Semi-rigid Otchbreaks with fixed heels° Member end fixity model was used in the analysis and design of this truss. 9) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) 21-6-1 Cal DEFL In Pool Well L/d TC 0.66 Vert(LL) 0.1711.13 >999 360 BC 0.74 Vert(rL) -0.3411-13 >899 240 WB 0.79 Hoa(rL) 0.04 9 n/a n/a (Matrix-M) Vert: 1-3-60, 3-5-60, 5-6=-60, 6.7-60. 7.8- 60, 9-16.-35 2)'Regular Only: Lumber lnaease=1:25,-Plate inaease.1.25- - - -- Uniform Loads (pit) Vert: 1.3-70, 3.5.-70, 5.6>.-70, 6-7.-70, 7-8-70, 9-16=-20 3) IBC BC Live: Lumber Inaease.1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert: 1-3= 30, 3-5 -30, 5•fi.-30, 6-7.-30, 7-8.-30, 9-16=-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plq Vert: 1-3=97, 3-5=90, 5.6-97, 6.7.90, 7-8.97, 9-16=-10 Harz: 1.3.-107, 5-6.-107, 6-7=100, 7-8-107 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-3-97, 3.5=90, 5-6.97, 6-7.90, 7-8=97, 9-16--10 Harz:1-3.-107, 5-6.-107,6-7.100,7-8.107 6) C-C Wind Positive: Lumber Inaease-1.33, Plate Increase-1.33 Uniform Leads (plt) Vert: 1.3-97. 3.5- 60, 5•fi=67. 6-7-60, 7.8-67, 9-16-20 Horz: 1.3-37, 5.6=37, 6.7=-30, 74 -37 7) 2nd C-C Wind Positive: Lumber increase-1.33, Plate Increase-1.33 Uniform Leads (pit) Vert: 1-3.-67, 3-5-60, 5-6=-67, 6-7=-60, 7-8-67, 9-16=-20 Harz: 1.3.37, 5-6.37, 6-7.-30, 7-8=-37 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plt) Vert: 1-3.58, 3-5-%, 5-6=58, 6-7=33, 7-8=38, 9-16=•10 Harz: 1-3.-68, 6-6=-68, 6-7-43, 7-8=48 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plt) Vert: 1-3=39, 3.5.33, 5-6.40, 6-7.58, 7-8.58, 9-16=-10 Horz: 1-3=-49, 5-6=-50, 6-7.68, 7-8-68 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.3=10, 3.5=10, 5-6.10, 6-7.-15, 7-8-10, 9-16-20 Horz: 1 's -40, 5.6.-40, 6-7.15, 7-8=20 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-9,3-5-15, 5-0-8, 6-7-10, 7.8-10, 9-16.-20 Horz:13=-21, 5-6=-22, 6-7=40, 7.8=40 12) MWFRS 1st Wind Parallel: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3=58, 3-5--%, S-6-58, 6-7=33, 7.8-33, 9-16-10 Horz: 1-3-68, 6-6-68, 6-7=43, 7.8=43 13) MWFRS 2nd Wind Parallel: Lumbar Inaease=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3=33, 3-5--33, 5-6.33, 6-7-58, 73=58, 9-16.-10 Horz: 1-3-43, 5-6=43, 6-7-6i8, 7-8=68 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3.58, 3-5=58, 5-6.58, 6-7=33, 7-8--M, 9.16-40 Horz: 1-3-68, 5-6=-68, 6-7.43, 7-8-43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo Vert:1-3-33, 3-5=33, 5.6.33, 6-7-58. 74=58, 9-16=-10 Horz: 1.3-43, 5-6 -43, 6.7-68. 7.8=68 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-3-10, 3.5=10, S-6-10, 6-7=-15, 7-8-15, 9-16.-20 Horz: 13=-40, 5-6- 40, 6-7-15, 7-8=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pill Vert: 1-3=-15, 3.5>15, 5.6.-15, 6-7.10, 7-8=t0, 9-16=•20 Harz:13=-15, 5.6-15, 6-7-40, 7-8.40 18) Live Only: Lumber Increase-1.25, Plate Inaease.1.25 Uniform Loads (plf) Vert: 1.3=-30, 3-5- 30, S-6=-30, 6-7=-30, 7-8-30, 9.16-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 26-1-0 32-7-4 PLATES GRIP MT20 244/190 Weight: 170 lb FT=0/ Uniform Loads (pll) -Vert: 1-3=-88, 3-5=-82, 6-6-88, 6-7.-82, 7-8-88, 9.16=-35 - Ham: 1-3.28, 5.6.28, 6.7=-22, 7.8=-28 20) 2nd C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.3.-88, 3.5- 82, 5-6.-88, 6.7=-OZ 7.8---88, 9.16=35 Horz: 1.3-28. 5.6-28, 6.7=-22, 7.8--28 21) MWFRS Wind Left Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert:1-3.-30, 3-5-30, 5-6-30, 6-7-49, 7-8.-45, 9-16.-35 Harz: 1-3.-30, 5-6.-30, 6-7-11, 7-8-15 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.3.-44, 35=-49, 5-6-43, 6.7e-30, 7.8-30, 9.16.-35 Harz: 1.3.-16, 5.6= 17, 6.7-30, 7.8=30 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert:1-3-30, 3-5-30, 5-6.-30, 6-7-49, 7-8=49, 9-16-35 Harz: 1-3-30, 5-6.-30, 6-7.11. 7.8.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Lceds (plf) Vert: 1-3=49, 3-5-- 49, 5-6.-49, 6-7=-30, 7-8-30. 9-16-35 Harz: 1-3r-11, 5-6-11, 6-7 90, 7-8>30 25) ist.unbalanced Regular: Lumber Inaease-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3.-60, 3-5-60, 5-6-60, 64 -30, 7.8=-30, 9.16=-35 26) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3.-30, 3-5.-30, 5.6-30, 6-7.-60, 7.8- 60, 9.16-35 27) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.3.-70, 3-5=-70, 5-6.-70, 6-7=30, 7-8.-30, 9.16-20 28) 4th unbalanced Regular Only: Lumber Inaease=1.25, Plate Inaease.1.25 Uniform Loads (pit) Vert: 1-3-30, 3-5-30, 5-6-30, 6.7--70, 7.8=-70, 9-16=-20 7-3-5 Truss 11-4-12 1-10 3.9.9 12 0.59112 4x4 = 3x4 = 4x4 = 46 = �e Arxn3 z7 A01009258 pwU) a5t 9mhzaigr20PU��� 30-10-15 31,-Z-7 2, 910 0-3 8 Scale . 152.4 Camber. 5/16 in 2.97112 4x6 = :1xb 0-Q-3 7-3-5 11-4-12 20-11-10 28-1-4 31 1 15 31 2-7 0- -3 7-3-2 4-1-s Q-R-iA �_, ,n —Plate Offsets (X,Y): [7:9-4-1 0-0-61 [6:0-3-00-1-121 [13:0-3-0 0-1-81 - - - - - - LOADING (psi) SPACING 2-0.0 CS DEFL In Qoc) Vdefl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.18 11.13 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.91 Vert(fL) -0.51 11-13 >558 240 MT20H 187/143 BCLL 10.0 ' Rep Stress Inn YES WB 0.80 Horz L 0.04 9 n/a Weight: 1S7 lb FT.0 LUM66R TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0 .2 ' WEBS 2x4 SP No.3 BRACING TOPCHORO Structural wood sheathing directly applied or 3-4-11 oc pudins, except end verticals. BOTCHORD Rigid calling drectly applied or 4-9-15 oc bracing. WEBS T-Brace: 2x4 SYP No.3 - 6.10 Fasten (2X) T and I braces to narrow edge of web with 10d (0.131'x31 nalis, 6in o.m with 3in minimum end distance. Brace must cover 90 % of web length. ' ek recommends that Stabilizers and required cross bracing be Installed durin truss erection in accordance Wth Stabilizer Installation ouldle. REACTIONS Qb/slze) 1 17210-B-13 (min. 0.1-8) 14 171610-9-4 (min. 0.2-9) 9 106211.0-1 (min. 0-1.9) Max Horz 1 199(LC 12) Max Uplift 1 -71(LC 8) 14 -826(LC 8) 9 -439(LC 9) Max Gram 1 = 190(LC 25) 14 1716(LC 1) 9 1062(LC 1) FORCES Qb) Max. CompJMax. Ten. - Al forces 250 (to) or less except when shown. TOPCHORD 1.2-1145/835, 2.3-1142/737, 3-4-1062U,12, 4-5-2288/1561. S-6— 2410/1645, 6-7-1142(837, 7-8-1173/811, 8.9.-12981921 BOTCHORD 1-14-1111/1344, 13-14--702/434, 12.13— 1425/1981, 11-12--142511981, 1D-11-1371/2030 WEBS 2-14-19SW1520, 2.13-1235/1951, 4-13— 11 W/933, 4-11.-74/370,5-11.-8151606, 6-11.-4951961, 6-10= 1076f734, 7-10-209/303, 8-10.-970/1441 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL.5.Opsf; BCD1..5.0psf; h-15ft; Cat 11; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;PC for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconwrent with any other live loads 7) • This truss has been designed for a live load of 10.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, with BCDL. 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 1, 826 lb uplift at Joint 14 and 439 lb uplift at joint 9. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3=-60, 3-5-60, 5-13 -60, 6-7.-60, 7.8=-60, 9-15.-35 2) Regular Only: Lumber Increase=1.25, Plate Inaease.1.25 Uniform Loads (calf) Vert: 1-3= 70, 3-5.-70, 5-6-70, 6-7--70. 7-8-70, 9-1 S-20 3) IBC SC Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.3=-30, 3-5.-30, 5-6-30, 6-7-30. 7-8-30, 9.15=-40 4) C-C Wind: Lumber Increase=1.33, Plate Increass.1.33 Uniform Loads (pit) Vert: 1-3=97, 3-5=90, 5-6-97. 6-7.90, 7-a.97, 9-15.-10 Horz: 13— 107, 5.6=-107, 6-7.100, 7-8.107 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3=97, 3-5.90, 5-6-97,6-7.90, 7.8=97, 9-15.-10 Horz:1.3=-107, 5-6.-107, 6-7.100, 7.8-107 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-67, 3-5.-60, S6= 67, 6-7.-60, 7-8-67, 9.15-20 Horz: 1-3--37, 5-6-37, 6.7=-30, 7-8.-37 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-67,3-5-60, 5-6=-67, 6-7.-60, 7-8=-67, 9-15-20 Harz: 1-3.37, 5-6.37, 6-7=-30, 7.8=-37 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-3.58, 3-5.58, 5-6=58, &7.33, 7-"8, 9.15=-10 Horz: 1-3-68, 5-6-68, 6-7.43, 7.8-48 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.3=39, 3-5.33, 5-6.40, 6-7.58. 7.8=58, 9-15. 10 Horz: 13=-49, 56.-50, 6-7=68, 7-8.68 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-3.10, 3-5.10, ".10, &7.-15, 7-8-10. 9-15=-20 Harz: 1-3.-40, 5.6-40, 6-7.15, 7.8=20 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (PIQ Vert:1-3=-9, 3-5=-15, 5.6-8, 6-7.10, 7-8=10, 9-15=-20 Horz: 1.3=-21, 5.6-22, 6-7.40, 7.8.40 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-3=58, 3-5.58, 5-6-58. 6.7.33, 7-8.33, 9-15.-10 Hors: 1-3-68, 5.6-68, 6-7.43, 7.8.43 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-3=33, 3-5.33, 5-6=33, 6.7-58, 7-8.58, 9-1 ----10 Horz: 1-3=-43, 5-6.-43, 6-7=68, 7-8-68 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-3.58, 3.5=58, 5-6-58, 6-7.33, 7-8=33, 9-15.-1(1 Hors: 13-68, 5.6.-68, 6-7.43, 7.8=43 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3.33, 3.5-33, 5.6,'33, 6-7.58. 7.8=58, 9.15.-10 Horz: 13=43, 5.6.-43, 6-7=fib, 7-8.68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (,IQ Vert: 13=10, 3-5.10. 5-6=10, 6.7-15, 7.8--15, 9-15-20 Horz:1-3=-40, 5-6..40, 6-7.15, 7-8.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-3-15, 3-5-15, 5-6.-15, 6-7.10, 7-8.10, 9-15=-20 Hors:1-3.-15. 5-6--1 S. 6.7=40, 7.8.40 18) Uve Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-30, 3-5.-30, S-6.-30, 6-7.-30, 7-8=-30, 9-15.-40 19) C-C Wind Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-3-88, 3.5— 82, 5-6.-88, 6-7.-82, 7.8=-88, 9-15-35 Horz: 1-3.28, S-6=28, 6-7.-22, 7-8-28 20) aid C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increaw.1.33 Uniform Loads (pit) Vert: 1-3.-88, 3-5--a2, 5.6=-88, 6-7=-82, 7-8-88, 9.15=-35 Horz: 1-3.28, 5-6-28, 6-7.-22, 7-8.-28 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1-3.30, 3-5-30, 6.6.-30, 6-7.-49. 7.8=45, 9-15--35 Horz: 13-30, 5-6.30, 6-7.11, 74=15 22) MWFRS Wind Right Positive + Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3.44, 3-5-49, 5-6= 43, 6.7=-30, 7-8=-30, 9-15=35 Harz: 13=-16, 66.-17, 6-7=30, 7.8.30 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3=-30, 3.5=-30, 5.6.-30; 6-7.-09, 7.8=-49, 9-15-35 Horz: 1-3=-30, 5-6=-30, 6.7.11, 7-8.11 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.3-49, 3-5.-49, 5-6=49, 6-7.-30, 7.8--30, 9-15-35 Horz: 1.3=-11, 5.6-11. 6-7.30. 7-8.30 25) 1st unbalanced Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3.-60, 3-5=-60, 5.6--60, 6-7.-30, 7-8.-30, 9-15-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-3.-30, 3-5=-30, 5.6=-30, 6-7.-60, 7.8= 60, 9-15.-35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plQ Vert: 1-3.-7013-5=-70, 5-6.-70, 6-7.-30. 7.8-30, 9-15--20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.3-30, 3-5.-30, 5-6=-30, 6.7=-70, 7-8.-70, 9-15-20 Special Truss 1-2 Scale =1:49.3 Camber = 3/16 in 3.95 12 0.59112 4x4 = 4x6 = 3x4 = 1.5x4 11 1.5x4 I 4x4 = 6 7 B 3x4 = 4x6 11 4x8 = 3x4 = 3x8 = 5x6 = LOADING (pen SPACING 2-0-0 CSI DEFL In Qoc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.18 1D-12 >999 360 . MT20 244/180 TCDL 15.0 Lumber Increase 1.25 BC 0.79 Vert(rQ -0.28 9-10 >956 240 BCLL 10.0 • Rep Stress Ina YES W B 0.82 Horz(rL) 0.03 9 n/a n/a - BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 142 lb FT.0% LUMBER TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING -- - - - - TOPCHORD Structural wood sheathing directly applied or 3-6-11 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 4-6-10 ac bracing. WEBS T-Brace: 2x4 SYP No.3 - 3-12 Fasten (M T and I braces to narrow edge of web with 10d (0.131"x3') nails, bin o.c. ,with 3in minimum and distance. Brace must cover 90 h of web length. FTek recemmends that Stabilizers and required cross bracing be Installedrin truss erection, in accordance With Stabilizer Installation guide. REACTIONS Qbrsize) 1 11010-8-13 (min. 0-1-8) 9 861/1-7-7 (min. 0-1-8) 13 1725/0-94 (min. 0-2-9) Max Horz 1 190(LC 8) Max Upllft 1 -53(LC 8) 9 393(LC 9) 13 -824(LC 8) Max Grav 1 = 131(LC 27) 9 = 961(LC 1) 13 _ 1725(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 25D Ila) or less except when shown. TOPCHORD 1-2-1006/1039, 23-584/914, 3-4-194911343, 4-5-1949/1343, 5-6--2004/1340, 6-7-1927/1294 BOTCHORD 1-13-1123/1201, 11-12-1674/2278, 10-11--1574/M8, 9-10=-829/1112 WEBS 2-13-549/610, 3.13-158611118. 3.12.-14202158, 4-12-5361586. 5-12-359246, 5-10 827/681, 6.10-244/495. 7-10-5181951, 7-9.-1452/1120 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL-5.0psF BCDL-5.0psf; h-15ft; Cat II; Exp D; End., GCpi.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) • This truss has been designed for a live load of 10.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL. 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53lb uplift at Joint 1, 393 lb uplift at Joint 9 and 824 to uplift at Joint 13. 8) "Semi -rigid pilchbreaks with fixed heels" Member and fixity model was used In the analysis and design of this truss. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. LOAD CASES) 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 . Uniform Loads (pif) Vert: 1.3--60, 3-5=-60,5-6.-60, 6.8=-60, 9.14=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: 1.3.-70, 3-5=-70, 5.6-70, 6.8=70, 9-14.-20 3) IBC SC Live: Lumberincrease.1:25, Plate Increase-0.25 Uniform Loads (pin Vert: 1-3-30, 3-5-30, 5-6-30, 6-8=30, 9-14-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-3-97, 3-5-90, 5-6-97, 6-8-90, 9-14.-10 Horz: 1-3-107, 5-6.-107, 6-8-100 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin) Vert: 1.3-97, 3.5=90, 5.6-97, 6.8=90, 9.14-10 Horz: 13-107, 5.6-107, 6-8-100 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-3=-67, 3.5=-60, 5-6=-67, 6-8-60, 9-14--20 Horz: 13=37, 5-6=37, 6-8= 30 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-3-67, 3-5-60, 5-6-67, 6-8-60, 8-14-20 Horz: 13-37. 5.6=37, 6.8=-30 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.3=58, 3.5-58, 5-6-58, 6.8-33, 9.14=-10 Horz: 13-68, 5.6=-68, 6-8-43 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.3-39, 3-5.33, 5.6-40. 6-8.58. 9-14.-10 Horz: 1-3=-49, 5-6-50, 6-8=68 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.3-10, 3.5-10. 5-6-10, 6.8=-15, 9.14-20 Horz: 1.3-40, 5-6=-40, B-8-15 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-3-8, 3-5-15, 5.6=8, 6.8=10, 9.14=-20 .- Horz: 1.3-21, 5.6-22, 6-8-40 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-3558, 3.5=58, 5-6-58, 6-8-33, 9-14-10 Horz: 1-3-68, 56=-68, 6-8-43 13) MWFRS 2nd Wind Parallel: Lumber Increms.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert:1-3=33, 3.5=33, 5-6,33, 6-8.58, 9-14-10 Horz: 1.3=-43, 5.6- 43, 6-8=68 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pill Vert: 1-3.58, 3-SS58, 5-6.58, 6-5=33, 9-14-10 Horz: 1-3=-68, 66=-68, 6-8-43 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-3-33, 3-5=33, 5-6.33, 6.8.58, 9-14-10 Horz: 1-3-43, 5-6=-43, 6-8.68 16) MWFRS list Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 . Uniform Loads (pif) Vert: 1-3=10, 3-5=10, 5.6.10, 6-8-15, 9-14- 20 Ham: 1-3-40, 5-6-40, 6-8=15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1.3=-15, 3.5=-15,5-6- 15, 6-8.10,9.14=-20 Horz: 13=-15, 5.6-15, E8=40 18) Live Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-3.-30, 3-S-30, 5-6.-30, 6.8-30, 9-14-40 19) C-C Wind Positive +Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-3-88, 3.5-82, 5-6=-88, 6.8=-82, 9.14-35 Horz: 13.28, 5-6=28, 6-8-22 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads(pin Vert: 1-3-58, 3.5=-52, 5-6-88, 6-8=-82, 9-14-35- Horz: 1.3=28, 5-6-28, 6-8= 22 21) MWFRS Wind Left Positive +Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.3=30, 3.5=-30, 5-6--30, 6-8-49, 9-14.-35 Horz: 1-3= 30, 5-6=-30, 6-8-11 22) MWFRS Wind Right Positive +Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1.3.-44, 3-5.-49, 5.6=-43. 6.8=-30, 9.14=-35 Horz: 13=-16, 5-6=-17, 6.8=30 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (Plf) Vert: 1-3-30, 3.5- 30, 5-6- 30, 6-8=-49, 9-14-35 Horz: 13= 30, 5.6-30, 6-8=11 24) MWFRS 2nd Wind Parallel Positive+Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-3-49, 3-5=-49, 5-6.-49, 6-8.-30, 8.14--35 Horz: 13-11, 6.6=-11, 6-8-30 25) tat unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-60, 3-5-60, 5-6-60. 6-8=30, 9.14- 35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1.3=-30, 3-5=-30, 5-6=-30, 6-8.-60, 9-14--35 27) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.3-70, 3-5-70, 5.6=-70, 6-8=-30, 9.14-20 28) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pl1) Vert: 1-3-30, 3-5.-3D, 5-6.-30. 6-8-70, 9-14-20 Truss 11 I 1 A01 ID:aGfLS52E2VL tB 7mAE-M1?�33� XOY903wWmOYJWii�2W�d4 1�66M811 6-9-9 10-8 8 J 1 Y9 gg1XxY 15-11-13 19 10-11 21-6-1 26-3-13 3-10 14 5-3-5 3-10 14 1-7-6 4-9-12 Scale . 1:43.6 Camber. 1/8 in 3.95 12 0.69 12 4x4 = _ 3.46 12 46 11 3x6 = 2x4 2 3x4 = 4x4 = 6 7 3 6-9-9 003 RfgR 6-^Q11 1342 axe MIaUH= "^" - Sx6 = 19-10-11 5.r_q_1 q Plate Offsets 6:0-2-0,0-1-1 LOADING (cast) TCLL 20.0 TCDL 15.0 , 8:0-3-0,0-3-0 - - SPACING 2-&0 Plates Increase 1.25 - CS TC 0.85 6-6-9 In Qpc) I/dell Ud ��2 PLATES GRIP BCLL 11 0 Lumber Increase 1.25 BC 0.65 .16 8-11 >998 360 9-11 MT20 244/120 Rep Stress Ina YES .23 >999 240 EOH p�it 187/143 (Matrix-M) '• LUMBER Weight: 120 lb FT=0% I UH UHUHU 2x4 SP No.2 BOT CHORD 2x4 SP Na.2 WEBS 2x4 SP N0.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end vertiews. BOTCHORD Rigid ceiling directly applied or 4-8.12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS plotsize) 1 = 60/0-8-13 (min.0-1.8) 8 = 7B9/1-3-0 (min. 0-1.8) 12 = 1627/0-94 (min. 0-2-6) Max Harz 1 = Max Uplift 159(LC 8) 1 8 -31(LC 8) 12 -307(LC 8) -792(LC 8) Max Grav 1 75(LC 27) 8 = 12 799(LC 1) 1627(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2.-9S3/1244, 2-3.-804/1179, 3-4= 1481/936, 4-5.-2019/1306, 5-6=-2193/1440 BOTCHORD 1-12=-1114/1149, 11-12--565/677, 10.11-14822045, 9-10--1482/2045, 8.9.-954/1343 WEBS 2-12--761/695, 3-12=-2091/1512, 3-11-508/1021, 4-11-695/642, 5_ 9-827/617, 6-9=-754/1307, 6-8--1458/1048 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; TCDL-5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp D; End., GCpI-0.18; MWFRS (envelope) and C-C Exteriar(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL. 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ito uplift at joint 1, 307lb uplift at joint 8 and 792lb uplift at Joint 12. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2-60, 2-5-60, 5.6=-60, &7.-60, 8-13= 35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-70, 2-5=-70. 5-6=-70, &7=-70, B-13=-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Inaease.1.25 Uniform Loads (pif) Vert: 1-2=-30, 2-5-30, 5.6=-30, 6-7=-30, 8-13.40 4) C-C Wind: Lumber Increase-1.33, plate Inerease=1.33 Uniform Loads (pit) Vert: 1-2-97, 2-5.90, 5-6=97, &7.90, &13=•10 Harz: 1-2=-107, 5.6=-107, 6-7=100 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert:1.2-97, 2-5=90, &6.97, 6-7-90, 8.13-10 Harz:1-2=107, &6.-107, &7.100 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2-67, 2-5-60, 5.6-67, &7-60, 8,13- 20 Harz: 1-2-37. 5-6=37, 6-7.-30 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-67, 2.5- 60, 6-6=-67, 6-7-60, 8-13-20 Harz: 1-2.37, 5-6=37, 6-7.-30 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.2=58, 2-5=58, Harz:1.2-68, &6-68, 6-7=43 ` 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (calf) Vert: 1-2�9, 2-5=33, &6=40, &7-58, &13.-10 Harz: 1-2=-49, &6=-50, 6-7.68 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2=10, 2-5=10, 5-6=10, 6-7=-15, 8-13-20 Harz: 1.2=-40, &6=40, 6.7.15 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Incease=1.33 Uniform Loads (plo Vert: 1-2=-9, 2-5-15, "--8, &7.10, 8-13.-20 Ham: 1-2- 21, &6=-22, &7.40 12) MWFRS 1st Wind Parallel: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-2-68, 2-5.58. &6=58, 6-7=33, 8.13= 10 Harz: 1.2=-68, 5-6- 68, 6-7=43 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-33, 2-5.33, 5-6=33, &7=58, 8-13- 10 Harz: 1-2=-43, &6-43, &7=68 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=58, 2-5=58, &6.S8, &7=33, 8-13-1it Harz:1-2-68, &6= 68, &7=43 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (calf) Vert: 1.2=33, 2-5-33, &6=33, 6-7.58, 8-13-10 Hum: 1-2.-43, &6.-43, &7.68 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert:1-2=10, 2-5.10. 5-6.10, 6-7.-15, &13.-20 Ham: 1-2-40, &6.40, 6-7.15 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert:1-2-15, 2-5-15, 5-6=-15, 6-7.10, &13.-20 Harz:1.2=-15, S-6- 15, &7=40 18) Live Only: Lumber Inerease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-2-30, 2-5-30. &6.-30, &7=-30, &13.-40 19) C-C Wind Positive+ Regular: Lumber Inerease=1.33, Plate Increase.1.33 Uniform Loads (plo Vert:1-2-88, 2-5.-82, 5-6.-88, &7-82, 8.13=-35 Harz: 1-2=28, 5-6.28, 6-7.-22 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.-88, 2.5-82, &6=-88, &7=-82, 8.13=-35 Harz:1-2=28, &6.28, 6-7=-22 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2®-30. 2-5-30, 6-6- 3% 6-7--49, 8-13= 35 Harz: 1-2=-30, &6.-30, 6-7.11 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.44, 2-5.-49, 5-6-43, 6.7=-3018-13-35 Harz: 1-2.-16, &6-17, 6-7=30 23) MWFRS 1st Wind Parailel Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2= 30, 2-5.-30, 5-6-30, 6-7-49, 8-13- 35 Harz: 1-2=-30, 5-6.-30, 6-7.11 24) MWFRS 2nd Wind Parallel Positive +,Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (calf) Vert: 1-2=49, 2.5=-49, &6-49, 6.7-30, 8.13-35 Harz: 1-2=-11, &6.-11, 6-7.30 25) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-2=-60, 2-5=-60, 5-6=-60, 6-7=.30, 8-13-35 26) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increass.1.25 Uniform Loads (plo Vert: 1-2=20, 2-5=-30, 5.6-30, 6-7--60, 8-13=-35 27) 3rd unbalanced Regular Only: Lumse ber Inerease=1.25, Plate Increa=1.25 Uniform Loads (pit) Vert: 1-2=-70, 2-5=-70, &6=-70, &7=-30, 8-13--20 28) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2.-30, 2-5-30, 5-6=-301 6.7-70, B-13-20 155249 IA19G I Special Truss 11 1 1 I ADICS261I 1-6 14 4 1-15 6 7-12 8-2-5 12-M 15-9-1 19 4 4 21-3-11 23-11-9 27-2-9 1-6 14 2-7-1 2-5-13 1-6 9 AAA + 3-8-14 3-7-2 1-11-7 2-7-14 Scale . 1:45.6 Camber.5116 in 0.59 12 3.95 12 44 = 2.00 12 3x4 = 3x6 = 5x6 = 4x8 = 1.5x4 11 3x4 = 44 = 9 32 10 33 11 3.!' r O 20 44 = 3x4 = Sx6 - 4x10 = SxS _ 3x8 = 3x6 = 3x6 11 3x4 = - - 1-6-14 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Ina NO BCDL 10.0 Code FRC2010/rP12007 LUMBER TOPCHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2'Exwpt' B2: 2x4 SYP M 30 - WEBS 2x4 SP No.3'Exwpt` - -- - - - WIS.W1,W7:2x6SYP No.2, We: 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals BOTCHORD Rigid calling directly applied or 3-4-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance Wth Stabilizer Installation guide. REACTIONS Al bearings 1-6-10 except ()t=length) 12.-0-8-0, 17.0-8-0. (Ib) - Max Harz I. 120(LC 4) Max Uplift All uplift 100lb or less at joint(s) except 12--682(LC 4), 20- 145(LC 2), 17-1374(LC 4) Max Grav All reactions 250 lb or less at joint(s) 1, 20, 1 except 12-1297(LC 1), 17-2355(LC 1) - FORCES 9b) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2.26= 547/930, 3-26-543/952, 3-4=-1004/1804, 4.5 1443/2630, 5-27-714/396, 27.28=-714/396, 6-28.-714/396,6-29.-714/396, 29-30=-714/396, 7.30.-714/396,7-31.-2993/1628, 8-31.-2993/1628, B-9-2645/1429, 9-32=-2557/1399, 10-32-2564/1402, 10-33.-1809/987, 11-33=-1817/991, 11-12-1196/674 BOTCHORD 18-19--922/460, 17-18-1771/945, 17-34-2530/1411, 34-35.-2530/1411, 16-35=-2530/1411, 16-36-1629/2901. 36-37.-1629/2901, 15-37--1629/2901, 15-38-2054/3632, 14.38--2054/3632, 14-39-984/1808, 13-39-984/1808 WEBS 3.19=-951282, 3-18-9051518, 4-18=-170/324, 4.17-10031615, 5-17-14461905. B-14-1340/817, 9-14=-3061715, 10-14-501/945. 10-13-8431535, 11-13=-1086/1989, B-1 5-688/425,5.16=-1948/3436, 7-15-170/512, 6-16-256/230, 7-16-2322/1275, 2.19-817/418 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL.S.OpsF BCDL-5.OpsF h.15ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL.1.33 plate grip DOL-1.33 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has. been designed for a 10.0 psf bottom chord live load nonconcorrent Wth any other Ilve loads. 6)' This truss has been designed for a live load of 10.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, Wth BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 682lb uplift at joint 12, 145lb uplift at joint 20 and 1374 lb uplift at joint 17. 8)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss Continued on page 2 CSI DEFL In lioc) Vdefl Ud TC 0.99 Vert(LL) 0.2614-15 >874 360 BC 0.84 Vert(rL) -0.4514-15 >498 240 WB 0.81 Hoa(rL) 0.03 12 n/a n/a (Matrix -NI) 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24lb dorm and 70 Ito up at 1-10-11, 22 lb dawn and 51 Ib up at 4-2-6, 15216 down and 262lb up at. 6-7-12, 52 lb dam _a and 68 lb up at B-8-10, dam lb daand 88lb up at 10-8.10. 52 lb down and as lb up at 12-8-10. 52 Ito dawn and 85lb up at 14.8.10.76 lb doom and 101 Ib up at 16.8.10. 125 lb down and 149 lb up at 21-3-11, and 115lb down and 140 lb up at 23-5.10, and 104 lb down and 131 lb up at 25-5-15 on top chord, and 30 lb up at 4.2.6, 41 Ib down wn and 62 lb up at 6-6-2, 21 lb doand 31 lb up at 6-9.4, 21 lb doom and 31 lb up at 8-8-10, 21 lb down and 31 lb up at 10-8-10, 21 lb down and 31 lb up at 12-8-10, 21 lb dam and 31 lb up at 14-8-10. 70lb doom and S6 lb up at 16-8.10, 365 Ito down and 222lb up at 21-3-11, and 60 lb doom and 32 Ito up at 23-5-10. and 64 lb down and 32 lb up at 25-5-15 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the taw of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: 1.2.-60, 2-4 -60, 4-8.-60. 8-9.-60, 9.11-60, 12-21.-35 Concentrated Loads (Ib) Vert: 9-81(13) 3.26(B) 19=9(B) 18-58(B) 4.-41(B)14.-365(8) 26.6(B) 27=-14(B) 28-14(B) 28.-14(8) 30=-14(B) 31.-38(B) 32.-71(B) 33-62(B) 34-20(B) 35-20(B) 36.-20(9) 37=-20(B) 38..67(B) 39-600 40-54(8) 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2-70, 24-70, 4-8-70, 8-9-70, 9-11.-70, 12.21--20 Concentrated Loads (Ib) Vert: 9=-85(B) 3=33(B) 19.0(B) 18=-62(B) 4=-32(B)14=-328(B) 26=16(B) 27=-12(B) 28=-12(B) 29--12(8) 30--12(B) 31--36(B) 32--75(B) 33=-64(B) 34-21(B) 35=-21(B) 36=-21(B) 37-21(8) 38=-70(B) 39=-50(B) 40=-46(B) 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-0-30, 4-8=-30, B-9-30, 9-11.-30, 12-21-40 Concentrated Loads (Ib) Vert: 9-50(B) 3-10(B) 19=16(B) 18-36(B) 4.-38(B) 14=-289(B) 26=-6(B) 27-13(B) 28= 13(B) 29-13(B) 30-13(B) 31-28(B) 32-45(8) 33-40(B) 34-12(B) 35- 12(B) 36-12(B) 37-12(B) 3"2(B) 39-52(8) 40.-46(13) 4) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-58, 2-4=58, 4-8-58, B-9.58, 9-11.33, 12-21-10 How 1-2-68, 2-4=-68, 8-9.-68, 9-11.43 Concentrated Loads i1b) Vert: 9=101(B)3- 22(8)19.20(B) 18-64(B)4.44(8) 14.202(8) 26- 3(B) 27.15(B) 28=15(B)29=15(B)30-15(B) 31.28(B) 32.92(B) 33.3(B) 34=21(B) 35=21(B)36.21(B)37-21(B)38=46(B)39-22(B)40=22(B) 5) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-39, 2-4-35, 4-8.33, &9-40, 9-11=58, 12-21\-10 Harz: 1-2-49, 2-4.-45, 8-9=-50, 9-11-68 Concentrated Loads (Ib) Vert: 9=76(S)3.0(B) 19.20(B)18=64(B) 4=113(B)14-202(B)26=20(B) 27.40(B) 28.40(B) 29=40(B) 30=40(B) 31-53(B)32=67(B)33=5B(B)34=21(B) 35=21(8)36=21(B)37-21(B)38-46(8) 39.22(B) 40.22(B) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=10, 24=10, 4-8=10, 8-9.10, 9-11-15, 12-21-20 How 1-2=-40, 2.4=-40, 8-9=-40, 9-11.15 Concentrated Loads (Ib) Vert: 9.149(B) 3=26(B) 19.30(B) 18=94(8) 4.188(B) 14-222(B) 26.45(B) 27.63(8)28=63(B)29.W(B)30-63(B)31-76(B) 32.140(B) 33-131(8) 34-31(B) 35-31(B) 36.31(B) 37.31(8) 38--W(B) 39.32(8) 40=32(B) 7) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-9, 2-0-13, 4-8-15, 8-9=-8, 9.11=f0, 12-21-20 Harz: 1-2=-21, 2-0-17, 8-9=22, 9-11=40 Concentrated Loads (Ib) PLATES GRIP MT20 244/190 JWeight: 1351b FT.O% Vert: 9.124(8) 3.48(8) 19--30(B)18=94(8)4=257(B) 14=222(B) 26.68(B) 27-88(B)28.88(B)29.88(8)30.88(B)31-101(B)32=115(8)33=106(B) 34=31(B) 35=31(8) 36-31(B) 37-31(8) 38=56(B) 39.32(B) 40.32(8) 8) MW FRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.58, 2-4=5% 4-8.58, 8-9-58, 9-11.33, 12-21.-10 Harz: 1-2=-68, 2-4.-68, 8-9.-68, 9-11.43 Concentrated Loads (Ib) Vert: 9.101(8) 3.-22(B) 19.20(B) 18-r4(B) 4.44(B) 14=202(8) 26=-3(B) 27=1SIB) 28=1SIB) 29.15(B)30.15(B)31.28(B)32-92(B)33-83(B)34-21(B) 35-21(B)36=21(8)37-21(B)38=46(B)39=22(8)40.22(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=33, 24=33, 4-8,33, 8-9=33, 9-11=58, 12-21.-10 Horz: 1-2-43, 2-0=43, B-9-43, 9-11=68 Concentrated Loads (Ib) Vert:9.76(B) 3=3(B) 19.20(B) 18-C4(B) 4.118(8) 14.202(B) 26-22(B) 27=40(B)28.40(8)29.40(B)30.40(B)31.53(B) 32.67(B) 33=58(B) 34=21(B) 35=21(B)36.21(8)37-21(B) 38.46(B) 39.22(B) 40.22(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increwe-1.33 Uniform Loads (plf) Vert: 1.2-58. 2.4-58, 4-8=58, 8-9=58, 9-11-33, 12-21=-10 Horz: 1-2-68. 2.4-68, 8-"S, 9-11=43 Concentrated Loads (Ib) Vert: 9.101(B)3.-22(B)19=20(B)18=64(B)4=44(B) 14.202(B) 26.-3(B) 27.15(B)28=15(B)29.15(B)30=15(B)31=28(B)32-92(B) 33.83(B) 34.21(B) 35-21 (B) 36-21 (B) 37-21 (B) 38.46(B) 39=22(B)40.22(B) 11) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-33, 2.4=33, 4-8--33, 8.9=33, 9-11-58, 12.21.-10 Horz: 1-2=-43, 2.4-43, 8-9=43, 9-11-68 Concentrated Loads (Ib) Vert: 9=76(B) 3=3(B) 19.20(B) 18=64(B) 4=118(B) 14.202(B) 26.22(B) 27=40(B)28=40(B)29=40(B)30=40(B)31-53(B)32=67(B)33-%(8)34.21(B) 35=21(B)36=21(B)37=21(B)38=46(8)39=22(B)40=22(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.10, 2-0.10, 4.8=10, 8-9=10, 9-11-15, 12-21-20 Horz: 1-2=-40, 2-0-40, 8-9=-40, 9-11.15 Concentrated Loads Pb) Vert: 9=149(B) 3=26(B) 19=30(B) 18=94(B) 4 4SS(B) 14.222(8) 26=45(8) 27.63(B) 28=63(B)29=63(B)30.63(B) 31.76(B) 32-140(B) 33.131(8) 34=31(B) 35=31(B) 36=31(8) 37.31(B) 38-56(B) 39.32(B) 40-32(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15, 2-0-15, 4-8=-15, 8-9-15, 9-11=10, 12-21=-20 Harz: 1-2.-15, 2-4-15, S-9=-1 S. 9-11=40 Concentrated Loads (Ib) Vert: 9-124(B)3.51(8)19=30(B)18=94(B)4.262(B) 14-222(B)26.70(B) 27-88(B) 28.88(B) 29.88(B) 30=88(B) 31.101(B) 32.115(B) 33.106(B) 34-31(B) 35-31(B) 36-31(B) 37-31(B) 38=56(B) 39.32(8) 40.32(B) 14) Live Only: Lumber inaease-1.25, Plate Increase=1.25 Uniform Loads (all) Vert: 1-2=-30, 2-0-30, 4-8=-30, 8-9-30, 9.11-30, 12.21--40 Concentrated Loads (Ib) Vert: 9=-50(13) 3=10(B) 19=16(B) 18-36(8) 4=-38(B) 14-289(8) 26.-6(B) 27--13(B) 28-13(B) 29-13(B) 30- 13(8) 31=-28(8) 32= 45(B) 33-40(B) 34=-12(B) 35--12(B) 36-12(B) 37=-12(8) 38=-02(8) 39=-52(B) 40-46(B) IS) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-30, 2-0-30, 4-8-30, 8-9-30, 9-11-49, 12-21-35 Horz: 1-2-30, 2-4-30, B-9-30, 9-it=11 Concentrated Loads (Ib) Vert: 9=113(B)3.25(B)18=26(B)18-75(B)4.153(8) 14=151(B) 26.39(B) 27-52(B) 28=52(B)29.52(B)30=52(B) 31.60(B) 32.107(B) 33-100(8) 34.25(B)35-25(B)36.25(6) 37-25(B) 38.41(B) 39.23(B) 40.24(8) Truss 11 I 1 A0109261 `LOAD CASE(S) 16) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-44, 24 -47, 4-8q9, &9=-43, &11-30, 12-21.-35 Horz: 1-2-16, 24 -13. B-9-17, 9.11=30 Concentrated Loads Qb) 27-70 B 28.70(8)(�29 -70 26 30.70(8)(31=79 B (32 =88 B 93-82 B 3(4j 25 () (8) () () () (B) 35.25(B)36=25(B)37=25(Bj 38.41(B) 39.23(8)40.24(B) 17) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.33, plate Increase-1.33 Uniform Loads (plo Vert: 1-2-30, 24 -30. 4-8-30, 8.9-30, 9.11- 49, 12-21.-35 Horz: 1-2.-30, 2-4-30, &9=-30, 9.11.11 Concentrated Loads Qb) Vert: 8.113(B)3=25(B) 19=26(B) 18.75(B) 4.153(B) 14.151(B) 26=39(B) 27.52(B)28.52(B)29d2(B)30.52(B)31.60(B)32-107(8) 33.100(B) 34.25(B) 18)3naease 1. Wind) ParalelBPositive(+BRegular:BLumberIncrease.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.-49, 24.-49, 4.8.-49, 8.9=-49, 8-11=-30, 12-21=-35 Horz: 1-2.-11, 2-4-11, &9.-11, 9-11-30 Concentrated Loads Qb) 27.70(B) 28.70(B)((29.70(8)(30 -70 8 (31.79(B) 3216 B 133-82 B 734.25 B O O O O 35=25(8)36.25(8)37=25(B)38=41(B)39.23(B)40=24(B) 19) fat unbalanced Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1.2.-60, 2-4--60, 4-8--60, &9.-60, 9-11-30, 12-21.-35 Concentrated Loads Qb) Vert: 9=-111(8) 3.26(B) 19-9(8) 18.-58(8)4--41(B) 14.-365(8) 26.6(B) 27.-14(B) 28=-14(B) 29=-14(B)30=-14(B)31.-38(B)32.-101(B) 33-92(B) 34.-20(8) 35.-20(B) 36.-20(S) 37.-20(B) 38=-67(B) 39-60(B) 40-54(B) 20) 2nd unbalanced Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2-30, 24=-30, 4-8.-3018-9.-30, 9-11=-60, 12-21=-35 Concentrated Loads (Ib) Vert: 9.-81(13) 3=-4(B) 19.9(8) 18--58(B) 4-131(B) 14-365(B) 26.-24(B) 27.-44(9) 28=-44(B) 29- 44(B) 30--44(B) 31.-68(8) 32=-71(8) 33--62(8) ' 34.-20(B) 35.-20(B) 36=-20(8) 37.-20(B) 38.-67(8) 39-60(B) 40.-54(B) 21) 3rd unbalanced Regular Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2-70� 2.4.-70, 4-8-70, 8.9.-70, 9-11=-30, 12-21.-20 Concentrated Loads pb) Vert: 9-125(B) 3=33(B) 19.0(8) 18--62(B) 4.-32(B) 14=-328(B) 26.16(B) 27.-12(B) 28=-12(B) 29- 12(B)30.-12(B)31.-36(B) 32=-115(B)6=-104(B) 34=-21(8) 35=-21(B) 36-21(B) 37.-21(B) 38=-70(B) 39- 50(B)40.-46(B) 22) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (oifl Vert: 9--85(B) 3--7(B) 19=0(B) 18.-62(B) 4-152(B) 14-328(B) 26=-24(B) 34-21(B) 35=-21 B) 6-21(B) 37.-21(B) 38-70 B) 39-50(B) 40-46(B) O O O O l) O (e) 801G ISPECIALTRUSS 3-6-2 5-8-15 7-9-9 10-412 12-10-4 148-5 17-0 8 3-6-2 2-2-13 2-0-10 2-7-3 2-5-8 1-10-1 2 4-3 0.25 F12 0.98 12 = = 5x10 MT20H= 5x6 3x419 5 a n7 � 3 3x4 o d scale = 128.3 Camber. 5/161n 0.37112 Sx10 = 3x8 = 48 = 6 21 7 22 8 5x10 MT20H -- Sx8 11 3-6-2 0-4 14-8-5 LOADING (pat) SPACING 2-0.0 CS! DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Ina ease 1.25 TC 0.68 Vert(LL) 0.29 13 >685 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0,85 Vert(TL) -0.53 13 >378 240 NIT20H 187/143 BC LL 10.0 • Rep Stress Ina NO WB 0.97 Hom(TL) 0.07 9 n/a n/a BC DL 10.0 Code FRC2010/TPI2007 (Matdx-M) Weight: 224 lb FT=0% LUMBER TOP CHORD 2x4 SYP M 30 *Except* T4: 2x4 SP No.2 --BOT CHORD_2x8 SYP No.2'Except' Bl: 2x8 SP 2400F 1.8E -- - - -- WEBS 2x4 SP Nu.3 •Except' BRACING W 13: 2x8 SYP No.2, W 10,W 12: 2x4 SP No.2 TOP CHORD Structural Wood sheathing directly applied or 3-0-15 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 8-5-7 oc bracing. REACTIONS Pb/size) 1 6947/0.7-14 (min. &2-14) 9 5245/&&0 (min. 0-3-2) Max Harz 1 100(1-C 8) Max Uplift 1 3298(LC 4) 9 2628(LC 4) FORCES Qb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2.-14098(6768, 2-3=-1634177908,3-4-16041/7809, 4-19-1605017811, &19-16047/7810, &20-14282/7011, 6-20-14279f7010, B-21-10702/5305, 7.21=-10704/6306, 7-22-592412957, &22-5929/2958, &9= 47312395 BOTCHORD 1-23=-6476/13370, 15.23--6476/13370, 14-15.-6531/13509, 13-14=-7896/16280, 13-24-7064/14389, 12-24-7064/14389, 12-25-5187/10486' 11.25-5187/10486, 11-26-2953/5921, 26-27-2953/5921, 10.27=-2953/5921, 10-28-236/464, 9-28-236/464 WEBS 2-15-496/1246, 2-14-1581/3209, 3-13-353/142, 4-13-218/678, 5-13= 9432016, 5-12-13171724, 6-12-2280/4762, 6-11.-2556/1326. 7-11-3087/62911 7-10-4317/2216, &10-3478r6984 NOTES 1) 2-plytruss to be connected together with 10d (0.131''x3') nails as follows: Tap chords connected as follows: 2x4 - 1 raw at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6.0 oc. Webs connected as follows: 2x4 -1 row at 0-4-0 cc, Except member 14-2 2x4 - 1 raw at D-9-0 oc, member 3-14 2x4 - 2 rows staggered at 0.2-0 cc, member 13-3 2x4 - 1 row at 0-9-0 cc, member 13-4 2x4 - 2 rows staggered at 0-3.0 oc, member 13-5 2x4 -1 row at 0-9-0 oc, member &12 2x4 - 1 raw at 0-9-0 cc, member 12-6 2x4 - 1 raw at 0-9-0 oc, member 11-6 2x4 - 1 row at 0-9-0 oc, member 11.7 2x4 -1 row at 0.9-0 oc, member 7-10 2x4 - 1 raw at 0-9-0 oc, member 1 &8 2x4 -1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) few In the LOAD CASE(S) motion. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless othenNse indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult.176mph (3-second gust) Vasd=132mph; TCOL-5.Opsf; BCDL5.0psY h-15f ; Cat. II; Exp D; End., GCpi-0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL-1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) The solid section of the plate is required to be placed over the spllce line at )olnt(s) 4. 8) Pistols) at )olnt(s) 1, 2, 6, 9, 12, 15, 14, 3, 13, 5, 11, 7, 10 and 8 checked for a plus or minus 0 degree rotation about Its center. 9) Pistols) at joint(s) 4 checked for a plus or minus 3 degree rotation about Its center. 10) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent With any other live loads. 11) ' This truss has been designed for a rive load of 10.0psf on the bottom chard In all areas where a rectangle 3.6-0 tall by 2-0.0 wide wit fit between the bottom chord and any other members, with BCDL. 10.0psf. Continued on page 2 - 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3298lb uplift at Joint 1 and 2628lb uplift at)aint 9. 13)'Semi-rigid pitchbxeaks with fixed heels° Member end fixity model vras used In the analysis and design of this truss - - - - - - - 14) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s) 69113 down and 102 lb up at 3-6.2, 86 lb down and 116 lb up at 5-8-1, 121 lb down and 2591b up at 7.9-9. 65lb down and 134 lb up at 9-11-2, 66 Ib down and 135Ib up at 11-11.3, 681b down and 1371b up at 12-10-4, and 64 lb down and 133 ib up at 14-1-14, and 591b down and 129 lb up at 15-9-15 on top chard, and 168216 down and 771 lb up at 0-8-10, 1660 Ila down and 763lb up at 3.2.9. 79 lb down and 80 lb up at 3.5.1. 42 Ib down and 32 lb up at 5-8-1, 1644 lb down and 74816 up at 5-8-8. 101 Ito down and 63 lb up at 7.9-9, 1628 lb down and 744 lb up at 8-2-6, 49 lb down and 30 lb up at 9-11-2, 1611 Ib down and 758 Ib up at 10.8.5, 541b dawn and 32Ib up at 11-11-3, 55Ib dawn and 32 lb up at 12-1", 1392lb down and 692 lb up at 13-2-4, and 5216 down and 32 lb up at 14-1-14, and 49 lb down and 32 Ito up at 15-9-15 on bottom chord. The desgn/selecdon of such connection device(s) Is the responsibility of others. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2--60, 2-4=-60. 4-6-60, 6-8.-60, 9-16-35 Concentrated Loads (Ib) Vert: 2-30(F) 4-117(F) 6=-65(F) 12=-1611(B) 15.-31(F) 14-7686(F=42, B.-1644) 3-46(F) 13=-1729(F-101, B.-1628) 11.-55(F) 18- 1682(B) 19--62(F) 20= 63(F) 21=-61(F) 22=-57(F) 23.-1708(F=-48, B- 1660) 24=-49(F) 25--54(F) 26=-1392(B) 27-52(F) 28.-49(F) 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2-70, 241-70, 4-6-70, 6-8-70, 9.16-20 Concentrated Loads (Ib) Vert: 2-29(F) 4-121(F) 6-68(F) 12-1541(B) 15-29(F) 14-1608(F.-37, B-1571) 3=46(F) 13-1642(F-B5, B=-tS%) 11=-46(F) 18-1608(B) 19.-65(F) 20--66(F) 21--64(F) 22-59(F) 23=-1632(F=-46, B-1586) 24-41(F) 25.-45(F) 26-1333(B) 27=-44(F) 28.-42(F) 3) IBC BC Live: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin ' Vert: 1-2-30, 2-4-30, 4.6=-30, 6-8=30, 9-16-40 Concentrated Loads (Ib) Vert: 2.-22(F) 4-75(F) 6=41(F) 12=-1172(8) 15-23(F) 14-1231(F-34, B-1197) 3-31(F) 13-1270(F-85, B=-1185) 11-48(F) 18-1225(B) 19. 40(F) 20=-40(F) 21=-39(F) 22=-37(F) 23-1244(F-35, B=-1208) 24-42(F) 25-46(F) 26--1011(B) 27-45(F) 28-42(F) 4) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-258, 2-458, 4-6.58, 6-858, 9-16-10 Ham: 1-2-68, 2-4.-68, 4-6-68, 6-8.68 Concentrated Loads (Ib) Vert: 2.29(F) 4.114(F) 6-64(F) 12-748(B)15-22(F) 14-760(F=22, B=738) 3.43(F) 13.777(F-43, B-734) 11-22(F) 18=761(B) 19=61(F) 20-62(F) 21-61(F) 22-56(F) 23=781(F.38, B-743) 24=20(F) 2552(F) 26-682(B) 27.22(F) 28-22(F) 5) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-40, 24=33, 4-6=58, &858, 9-16-10 Horz: 1-2=-50, 2-4=-43, 4-6=-68, 6-858 Concentrated Loads 0b) Vert: 254(F) 4=114(F) 6=64(F) 12=748(B)15-22(F) 14=760(F-22, B=738) 3=68(F) 13=777(F=43, B-734) 11 =22(F) 18-761 (B) 19=61(F)20=62(F) 21=fit(F) 22=56(F) 23-781 (Fs38, B-743)24-20(F) 25=22(F) 26=682(13) 27-22(F)28=22(F) 6) MWFRS Wind Left Positive: Lumber Inaesse-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=10, 2.4.10, 4-6=10, &8=10, 9-16-20 Ham: 1-2=-40, 24=-40, 4-6--40, 6-8-40 Concentrated Loads Qb) Vert: 2.77(F) 4=210(F) 6=112(F) 12.758(B) 15.32(F) 14=780(F52, B-748) _ 3-91(F).13.807(FT63, B=744)11.32(F)18.771(B)19-109(F)20=110(F) 21=109(F) 22-104(F) 23=801(F-48, B=753) 24=30(F)-2552(F) 26=692(B) 27=32(F) 28=32(F) 7) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2-8, 2-4-15, 4-6.10, 6-8.10. 9-16-20 Harz: 1-2-22, 2-4-15, 4-6.-40, 6-B-40 Concentrated Loads (Ib) Vert: 2=102(F) 4.210(F) 6.112(F) 12a58(B) 15=32(F) 14.780(F.32, B-748) 3=116(F)13-807(F-63, B=744)11-32(F) 18-771(B) 19=1 09(F) 20=1 10(F) 21-109(F) 22-104(F) 23=801(F=48, B.753) 24-30(F) 25�32(F) 26=692(B) 27-32(F) 28-32(F) 8) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2=58, 2-4=58, 4-6.33, 6-8.33, 9.16.-10 Horz: 1.2-68, 2-4---68, 4-6--43, &8-43 Concentrated Loads Pb) Vert: 2=28(F) 4.163(F) 6.89(F) 12-748(B) 15=22(F) 14-760(F.22, 8.738) 3=43(F) 13-777(F-43, 8=734) 11=22(F) 18-761(B) 1MB(F) 20=87(F) 21-85(F) 22-81(F) 23=781(F58, 8.743) 24.20(F) 25-22(F) 26=682(B) 27.22(F)28-22(F) 9) MWFRS 2nd Wind Parallel: Limber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2-33, 2-453, 4-6=33, &8-33, 9-16=-10 Ham: 1-2--43, 2-4---43, 46=-43, 6-8.43 Concentrated Loads Qb) Vert: 2-54(F) 4.163(F) 6=89(F) 12.748(B) 15-22(F) 14.760(F.22, 6.738) 3=68(F) 13=777(F=43, B=734) 11-22(F) 18=761(B) 19-86(F) 20-87(F) 21 =85(F) 22-81 (F) 23=781(F-38, B-743) 24=20(F) 25-22(F)26.682(B) Parallel: Lumber Increase=1.33, Plate Increase.1.33 Vert: 1-2 58, 2-4=58, 4-6=33. 6-8=33, 9-16-10 Harz: 1-2-68, 2-4=-68, 4-6.-43. 6-8-43 concentrated Loads (Ib) Vert: 2.29(F) 4.163(F) 6=89(F) 12.748(B) 15=22(F) 14-760(F-22, 8.738) 3=43(F) 13-777(F-43, B-734) 11=22(F)18=761(B)19-86(F)20=87(F) 21 =85(F) 22-81 (F) 23=781(F=38, B=743)24=20(F) 25-22(F)26-682(B) Lumber increase-1.33, Plate Increase.1.33 Vert: 1-253, 2-4=33, 4-6=33, 6-8.33, 9-16-10 Ham: 1.2-43, 2-4-43, "-43, 6.8-43 Concentrated Loads (Ib) Vert: 2=54(F) 4=163(F) 6=89(F) 12-748(B) 15=22(F) 14.760(F.22, B=738) 3=68(F) 13-777(F-43, B-734) 11 =22(F) 18=761(B) 19.86(F) 20-87(F) 21=85(F) 22-81(F) 23-781(F58, B=743) 24=20(F) 25.22(F) 26.682(B) 27=22(F) 28-22(F) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=10, 2-4=10, 4-6-15, 6-8=-15, 9-16-20 Horz: 1-2-40, 2-4-40, 4.6-15, &8-15 Concentrated Loads (lb) Vert: 2-77(F)4=259(F) 6.137(F) 12-758(8)15-32(F) 14=780(F=32, 8.748) 3=91(F)13=807(F=63, B-744)11-32(F)18-771(B) 19-134(F)20=135(F) 21-133(F) 22.129(F) 23-801(F.48, B-753) 24=30(F)25=32(F) 26-692(B) 27-32(F) 28=32(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-15, 2-4-15, 4-6-15, 6-8-15, 9-16.-20 Horz: 1-2=-15, 2-4=-15. 4-6-15, 6-8.15 Concentrated Loads (Ib) Vert: 2-102(F)4=259(F)6=137(F) 12=758(B) 15-32(F)14=780(F=32, 8.748) 3=116(F) 13-807(F-63, B=744) 11-32(F)18-771(B)19=134(F) 20-135(F) 21=133(F)22=129(F)23=801(F.48, B=763) 24.30(F) 25=32(F) 26-692(8) 27-32(F)28=32(F) TRUSS A01 ID:aGfLjS52jE2VLy8tBggfXxy7mAE- LOAD CASE(S) 14) Live Only: Lumber I1crease=1.25, Plate Increas6.1.25 Uniform Loads (plo Vert: 1-2-30, 24-30, 4-6-30, 6-8=-30, 9.16.-40 Concentrated Loads Qb) Vert: 2.-22(F) 4=-75(F) 6=41(F) 12=-1172(8) 15=-23(9 14.-1231(F.-34, 2 1187) 3.-3l(F) 13=-1270(F-85, 8.-1185) 11.-48(F) 18.-1225(B) 19.40(F) 40(F) 21.-39(F) 22.-37(F) 23=-1244(F=-35, 8.-1208) 24.-42(F) 25=-46(F) 26.- 1011(B) 27o-45(F) 28.-42(F) 15) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-30, 24.-30, 4-6=-30&B-30, 9-16.-35 Horz: 1.2--30, 24.-30, 4.6=-36, 6-8=30 Concentrated Loads gb) 3 71(F) 13.522(F-47, B.475 11223(F)(18=493(a)1s4684(F) 20?8'S(BF) 2B)64(F) z2-80(F) 23-517(F.36, 8.481) 24=22(F) 25.23(F) 26.449(B) 27-23(F) 16) MWFRS Wind Right Positive +Regular: Lumber Increase.1.33, Plate Increase-1.33 Unform Loads (WQ Vert:1-2.-43, 24.-49, 4.6.-30, _-3 6-80, 9-16-35 Horz: 1-2-17, 24.-11, 4.6.-30, 6-8-0 Concentrated Loads i1b) 3-90(F) 13-522(F-47.B=475) 11-23(F) 18.493(8) 18-84(F) 20Z85(F) 214. 8j84(F) 22.Bo(F)23=517(F.36, 8.481) 24=22(F) 25=23(F) 26.449(B) 27.23(F) ze=z3(F) 17) MWFRS 1st WInd Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1.2.30, 24.-30. 4-6--49, &B-49, 9-16.-35 Horz: 1-2-30, 24..30, 4-6-11, &8.11 Concentrated Loads pb) Vert: 2=61 (F) 4.199(F) 6-105(F)12-487(B) 15.25(F) 14.502(F.24, 8.478) 3.71(F) 13-522(F-47, 8.475) 11-23(F) 18=493(B) 19-102(F) 20.103(F) 21.102(F) 22=99(F) 23=517(F-36, B=481) 24.22(F) 25.23(F) 26.449(B) 27.23(F) 28.23(F7 18) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-49, 2-4.49, 46=-49, &8=49, 9.16-35 How1.2.-11. 2-4.-11, 4.6-11, &8.11 Concentrated Loads Qb) _ Vert: 2.80(F)4=189(F)6=105(F) 12=487(B) 15.25(F) 14=502(F.24, 8.478) 3-90(F)13=5z2(F=47, 8=475) 11.23(F)18=493(B) 19.102(F) 20.103(F) 21.102(F) 22.99(F) 23.517(F-36, 8=481)24=22(F) 25=23(F) 26.449(B) 27.23(F) 28.23(F) 19) 1st unbalanced Regular: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads loin c=rou, [-4=-60, 4-6.-60, 6-8=-60, 9-16=-35 Concentrated Loads Qb) Vert: 2.-30(F) 4=-117(F) 6=-65(F) 12-1611(8) 15=-31(F) 14.-1686(F=42, 8.-1644) 3-46(F) 13=-172g(F.-101, 13-1628) 11--55(F) 18.-1682(B) 19.-62(F) 20=-63(F) 21=-61(F) 22.-57(F) 23--1708(F.48, 8.-1660) 24.49(F 25=-54(F) 26=-1392(B) 27=-52(F) 28=49(F) 20) 2nd unbalanced Regular: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2.-30. 24=-30, 4-6-60, &8.-60, 9-16..35 Concentrated Loads (1b) Vert: 2.-60(F)4-117(F) 6=-65(F) 12--1611(B) 15=-31(F) 14.-1686(F=42, 8=-1644) 3.-76(F) 13=-1729(F.401, B-1628) 11.-55(F) 18.-1682(8) 19=-62(F) 20-63(F) 21.-61(F) 22.-57(F) 23-1708(F.48, B.-1660) 24.49(F) 25-54(F) 26-1392(8) 27-52(F) 28---49(F) 21) 3rd unbalanced Regulai Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2.-70, 24-70, 4-6-70, 6-8-70, 9-16.-20 Concentrated Loads Qb) Vert: 2.-29(F) 4-121(F) 6:-68(F) 12-1541(8) 15=-29(F) 14.-1608(F=37, B--1571) 3.46(F) 13-1642(F.-85, 8-1556) 11=-46(F) 18-1608(B) 19-65(F) 20-66(F) 21.-64(F) 22.-59(F) 23.-1632(F=-46, 8-1586) 24.-41(F) 25.-45(F) 26-1333(8) 27-44(F) 28-42(F) 22) 4th unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2..30, 24.-30. 4-6-70, 6-8- 70, 9.16--20 Concentrated Loads (1b) 8-1:57163(F) 4.-121(F) 6=-68(F) 12-1541(B) 15.-29(F) 14=-1608(F.-37, B6(F) 13--1642(F=-85, 8=-I-"%) 11.-46(F) 18-1608(8) 19.-65(F) 20.-66(F) 21.-64(F) 22--59(F) 23-1632(F.-46, 8-1586) 24-41(F) 25-- 45(F) 26-1333(9) 27=-44(F) 28.42(F) A0109263 3-2-11 6-7-15 3-2-11 3-5-3 0.51 12 Scale - 1:18.6 1.5x4 II 2 3x4 - 3 1.5x4 II LOADING (psf) SPACING 2-0-0 CSI DER. in Ow) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.46 Vert(1-L) -0.07 4-5 >999 240 SCLL 10.0 • Rep Stress Ina NO WB 0.51 Hoa(TL) 0.00 4 n/a n/a BCDL 10.0 Code FRC201 O/1-PI2007 (Matrix-M) Weight: 431b FT-0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SVP M 31 WEBS 2x4 SP No.3 BRACING _ TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed curio truss ereurtion in accordance with Stabilizer installation oulde. REACTIONS (Ib/size) 6 1331/0-7-15 (min. 0.1-8) 4 1083/0-8-0 (min. 0-1-8) Max Horz 6 18(LC 4) Max Uplift 6 -836(LC 4) 4 = -692(LC 4) FORCES (Ib) Max. Comp✓Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.8=-914/598, 1-2=-884/559 BOT CHORD 5-9-572/881, 4-9=-572/881 WEBS 1-5=-749/1192, 2-5-452/598, 2-4-11811767 NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDLd.Opsf; BCDL=5.0psh h-15ft; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL.1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent vdth any other live loads. 4) • This truss has been designed for a live load of 10.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, with BCDL-10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of vrithstanding 836lb uplift at joint 6 and 692lb uplift at joint 4. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268lb doom and 190 lb up at 0-11-9, 2681h down and 186 lb up at 0-11-9, 300 Ito down and 215lb up at 2.7-11, 300 lb down and 213 Ito up at 2-7.11, and 337lb dawn and 240 Ito up at 4-7.14, and 337 lb down and 240 Ito up at 4-7.14 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 4-6=-35 Concentrated Loads Qb) Vert: 7--537(F=-268, B-268) 8=-599(F-300, B=300) 9-674(F-337, 8=337) 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-3= 70, 4-6-20 Concentrated Loads (Ib) Vert: 7.-535(F.-267, B=-267) 8=-594(F=-297, 8=-297) 9-665(F-332, B=332) 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-30, 4-6-40 Concentrated Loads (Ib) Vert: 7 367(F-184, B=-184) 8=-413(F.-206, 8=-206) 9=-468(F=-234, B-234) 4) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-3=5B, 4-6-10 Horz: 1-3=-68 _ _ Concentrated Loads (lb)- Vert:7.356(F.176, B=180) 8=408(F=203, B=205) 9.460(F-230, B-230) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pif) - Vert: 1-3-33, 4.6=-10 Horz: 1.3.-43 Concentrated Loads (Ib) Vert: 7.356(F=176, B=180) 8=408(F-203, B.205) 9.460(F.230, B=230) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-3=10, 4-6=-20 Horz: 13=-40 Concentrated Loads Qb) Vert: 7=376(F.186. B-190) 8=428(F-213, B=215) 9=480(F.240, 8.240) 7) MWFRS Wind Right Positive: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-15, 4.6--20 Harz: 1.3.-15 Concentrated Loads (Ib) Vert: 7=376(F=186, B.190) 8=428(F-213, B=215) 9=480(F=240, B=240) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=58, 4-6.-10 Horz: 13=-68 Concentrated Loads Qb) Vert: 7=356(F.176, B.180) 8.408(F-203, B=205) 9=460(F-230, B.230) 9) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3 93, 4-6=-10 Horz: 1.3- 43 Concentrated Loads (Ib) Vert: 7=356(F-176, B-180) 8=408(F=203, B-205) 9.460(F=230, B=230) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pi) Vert: 1-3-%, 4-6-10 Horz: 1.3=-68 Concentrated Loads (Ib) Vert: 7-356(F=176, B=180) 8=408(F=203, B=205) 9=460(F.230, B-230) 11) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3=33, 4-6-10 Horz: 13-43 Concentrated Loads Ila) Vert: 7-356(F.176, B=180) 8=408(F-203, B=205) 9=460(F=230, B=230) 12) MWFRS 1st Wind Parallel Positive: Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-3=10,4-6.-20 Horz: 1-3-40 Concentrated Loads (Ib) Vert: 7=376(F-186, B-190) 8=428(F-213, B=215) 9=480(F=240, 8=240) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.3=-15, 4-6=-20 Harz: 1.3=-15 Concentrated Loads (Ib) Vert: 7.376(F.185, B=190)8=428(F-213, B=215)9=480(F-240, B-240) 14) Live Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-30, 4-6=-40 Concentrated Loads Qb) Vert: 7=-367(F=-184, B-184) 8=-413(F-206, B-206) 9=468(F.-234, 8=-234) 15) MWFRS Wind Left Positive +Regular; Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1.3- 30. 4-6-35 Harz: 1.3-30 - - - Concentrated Loads (lb) --- Vert: 7=260(F-129, B=131) 8=296(F=147, B.149) 9=331(F=165, 8=166) 16) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-49, 4.6--35 Harz: 1-3.-11 Concentrated Loads Qb) Vert: 7.260(F-129, 8=131) 8=296(F.147, B=149) 9=331(F-165, B.166) 17) MWFRS 1st Wind Parallel Positive + Regular: Lumber Inaease=1.33, Plate Inaease=1.33 Uniform Loads (plf) Vert: 1-3=-30, 4-6.-35 Horz: 1-3=-30 Concentrated Loads Qb) Vert: 7=260(F.129, B=131) 8=296(F=147, B.149) 9-331(F-165, B.166) 18) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Inaease=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.3-49, 4-6=-35 Harz: 1.3-11 Concentrated Loads (Ib) Vert: 7=260(F=129, 8.131) 8.296(F-147, B=149) 9=331(F-165, 8-166) CO2 IMonoplich Truss 12 I 1 I A0109264 3x6 11 LOADING (psf) I SPACINaeG 2.0-0 TCLL 20.0 Plates InCree 1.25 TCDL 15.0 Lumber Increase 1.25 BOLL Rep Stress [nor YES LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-3 BRACING TOPCHORD Structural rood sheathing directly applied or 6-0-0 co purlins, except end verticals. BOTCHORD Rigid calling directly applied or 10.0-0 co bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection, In accordance with Stabilizer Installation auldle. REACTIONS All bearings 8.2-10. Qb) - Max Horz 1. 204(LC 8) Max Uplift All uplift 100 lb or less at joints) 7 except 8=-120(LC 8), 9.-102(LC 8), 10-164(LC 8) Marc Grav All reactions 250 lb or less at joint(s) 1, 7, 8, 9, 10 FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1.2-373/133. 2-3 -351 /138 WEBS 5-8-215/298, 4-9-189/253, 3-10-251/392 NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.1321ph; TCOL.S.Opsf; BCDL-S.Opsf; h=15ft; Cat. 11; Exp D; End., GCO.0.18; MWFRS (envelope) and C-C Extedar(2).zone; cantilever left and right exposed ;C-C for members and farces 8 MWFRS far reactions shown; Lumber DOL=1.33 plate grlp DOL-1.33 2) Truss designed far 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 ANSViPI 1. 3) Al plates are 1.6x4 M720 unless otherwise Indicated. 4) Plates checked for a pus or minus 0 degree rotation about Its center. 5) Gable requires continuous bottom chord bearing. 6) Gable duds spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chard live load nonconuunent with any other live loads. 8)' This truss has been designed for a live load of 10.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, with BCDL - 10.0ps1. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt-Ib) 8.120, 9.102. 10-164. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 11)'Semi-rigid pitdhbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.6=-60, 1-7.-35 2) Regular Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6-70, 1-7.-20 3) IBC BC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-6-30, 1-7.-40 4) C-C Wind: Lumber Increase.1.33. Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6.122, 1.7--10 Harz: 1-6--132 ' 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (Plf) CS! DEFL In Poo) Well Ud TC 0.18 Vert(LL) n/a - n/a 999 BC 0.04 Vert(m) WB 0.15 14-MI n nn - .1n1a 999 Vert: 1-6=122, 1-7-10 Ham: 1-6=-132 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-6.-77, 1-7.-20 Harz: 1-6.47 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.6-77, 1-7.-20 Harz: 1.6=47 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1-6.58, 1-7.-10 Horz: 1-6.-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.6=40, 1-7.-10 Harz:1-6-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=10, 1-7=-20 Harz:1-6=-40 11) MWFRS Wind Right Positive : Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=-8, 1-7.-20 Hors: 1-6=•22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=58, 1-7=-10 Hors: 1.6=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.6=33, 1.7.-10 Harz: 1-6-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Leads (pif) Vert: 1.6=58, 1-7.-10 Harz: 1.6=-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6.33, 1-7.-1(3 Harz: 1-6- 43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1-6=10, 1-7-20 Harz: 1-6.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-6- 15, 1.7.-20 Hoe: 1-6.-15 18) Uve Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pll) Vert: 1-6=-30, 1-7.-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1•fi=-96, 1-7.-35 Horz: 1.6--36 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Incresse.1.33 Uniform Loads (plf) Vert: 1.6=-96, 1-7.-35 Harz:1-6=36 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1.6-30, 1-7=-35 Ham: 1.6-30 Scale . 1:17.7 PLATES GRIP MT20 244/190 Weight: 381b FT=0% 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (ph) Vert: 1-6=-43, 1-7-35 Harz: 1.6-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6-30, 1.7--35 Harz: 1-6.-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-6-49, 1-7.-35 Harz: 1.6=-11 55249 I CO3 I Special Truss 11 I 1 I A0109265 2-5-14 B-1-7 2-5-14 5-7-9 1.5x4 II lsxa II 3 LOADING (Pon SPACING 2.0.0 CS! DER. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) .0.04 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.11 4.5 >869 240 BCLL 10.0 Rep Stress Incr YES WB 0.57 Hom(rQ -0.01 4 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix -MI) Weight: 421b FT-0% LUMBER TOP CHORD 2x45P N0.2•Except' T2: 2x4 SYP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING ----- - ---- - --- -- - - — TOPCHORD Structural wood sheathing drectly applied or 6-0.0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6.9.10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation aide. REACTIONS Qbrsize) 6 . 37210-8.1 (min. 0-1-8) 4 372/Mechanical Max Harz fi 132(LC 8) Max Uplift 6 -153(LC 8) 4 -220(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOPCHORD 1-6=469/366, 1-2.-735/444, 3.4=-273/377 BOTCHORD 5-6-260/91, 4.5-729/817 WEBS 1-5=476(799, 2-5=-147273, 24.-633r744 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDLd.Opsf; BCDL-5.Opsf; h.15ft; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcerrem with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL-10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at -lb) 6.153, 4.220. 7)'Seml-rigid pitchbreaks with fixed heels° Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3-60, 4-6-35 2) Regular Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plfj Vert: 1.2.-70, 2-3=-70, 4-6=-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plfj Vert: 1.2=-30, 2.3=-30, 4.6-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-125, 2-3.123, 4-6=-10 Harz: 1-2=-135, 2-3=-133 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=125, 2-3.123, 4.6=-10 Horz: 1-2=-135, 2-3=-133 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (Pin Vert: 1.2=-65, 2-3-78. 4.6.-20 Harz: 1.2-35, 2.3=48 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-65, 2-3.-78, 4-6— 20 Ham: 1-2=35, 2.3.48 -8) MWFRS Wind Left: Lumber-Increase.1.33, Platetncrease=1.33 - Unifarm Loads (pif) Vert: 1-2-%, 2.3=58, 4-6=-10 Hoyt: 1-2.-68. 2.3=-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=33, 2-3-40, 4.6-10 Harz: 1.2-43, 2-3-50 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10, 2-3.10, 4-6-20 Harz: 1-2.-40, 2-3.-40 11) MWFRS Wind Right Positive : Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15, 2-3-8, 4-6 -20 Harz: 1-2.-15, 2-3-22 12) MWFRS lot Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 2-3.58, 4-6-10 Harz: 1-2.-68, 2-3.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Leads (pif) Vert: 1-2.33, 2-3.33, 4-6.-10 Harz: 1-2.-43, 2-3.-43 14) MWFRS3rd Wind Parallel: Lumber increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1-2-%, 2.3=58, 4-6 -10 Harz: 1-2.-68, 2.3-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.33, 2.3-33, 4-6 -10 Harz: 1-2.-43, 2.3.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-10, 2.3=10, 4-6=-20 Harz: 1.2=-40, 2-3=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-15, 2.9=-15, 4-6-20 Harz: 1.2-15, 2-3-15 18) Uve Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2.-30, 2.3.-30,4-6.-40 IS) C-C Wind Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-86, 2-3 -96, 4-6-35 Harz: 1-2-26, 2.3.36 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--86, 2.3.-96, 4-6-35 Harz: 1.2-26, 2-3.36 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=-30, 2-3-30, 4-6-35 Harz: 1-2=-30, 2-3=-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2-49, 2-3— 43, 4-6-35 Harz: 1-2-11, 2-3=-17 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pl() Vert: 1.2=-30, 2-3 -30, 4-6-35 Harz: 1-2=-30, 2-3=J0 Scale. 1:18.1 Camber. 1/16 in 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increass.1.33, Plate Increase=1.33 - Uniform Loads (plf) Vert: 1-2-49, 2.3=-49, 4-6-35 Harz: 1.2.-11, 2.3.-11 55249 I CO3A I Special Truss 11 1 A0109266 1.5x4 II LOADING (pan SPACING 2.0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress Ina YES BCDL 10.0 Code FRC2010/TPI2(307 LUMBER TOP CHORD 2z4 SP No.2'Except• T2: 2x4 SYP M 30 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOTCHORD Rigid calling directly applied or 6-9-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection In accordance with Stabilizer Installation oulde. REACTIONS (Ib/size) 6 37210-8-1 (min.0-1-8) 4 372/Mechanical Max Horz 6 137(LC 8) Max Uplift 6 .-153(LC 8) 4 •-220(LC 8) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-6.-471/364, 1.2=-745/447,3-4=-276/381 BOTCHORD 5-6=-269/94, 4-5-736/823 WEBS 1-5=-4701799, 2-5-1311264, 2-4.-839/750 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL-5.Opsf; BCDL.S.Opsh h=15ft; Cat 11; Exp D; End., GCIA.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 4) • This truss has been designed for a live load of 1 O.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, with BCDL. 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical oonnedw (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=Ib) 6.153, 4.220. 7)'Saml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular. Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.-60, 2-3.-60, 4-6-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2.-70, 2-3.-70. 4-6-20 3) IBC BC Uve: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.2-30, 2-3=-30, 4-6=-40 4) G-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-125, 2-3=123, 4-6=-10 Horz: 1-2.-135, 2-3.-133 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=125, 2.3=123, 4.6-10 Horz:1-2-135. 2-3-133 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-65, 2.3.-76,4-6=-20 Horz: 1-2=35, 2-3=48 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increass.1.33 Uniform Loads (pin CSI DEFL In (loc) 11defl L/d TO 0.66 Vert(LL) -0.04 4.5 >999 360 0.4 BC 3 Vert(TL) -0.11 4-5 >843 240 WB 0.59 Horz(TL) -0.01 4 n/a n/a Vert: 1.2=-65, 2.3-78, 4-6.-20 Horz: 1.2=35, 2-3-48 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert:1-2.58, 2.3-68, 4-6=-10 Horz: 1-2.-68, 2-3=-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.33, 2-3=40, 4-6=-70 Horz:1-2.-43. 2-3-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pl1) Vert: 1-2.10,2.3.10,4-6=-20 Horz: 1-2-40, 2-3.-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15, 2.3.-8, 4.6=-20 Hors: 1-2.-15, 2-3.-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=58, 2-3=58,4-6.-10 Horz: 1-2=-68, 2-3--68 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=33, 2-3-33, 4-6.-10 Horz: 1-2= 43, 2.3- 43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (in Vert: 1-2.58, 2-3-58, 4-6-10 Horz: 1-2.-68, 2.3.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2,93, 2-3.33, 4-6=-10 Horz: 1-2.-43, 2-3.-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2.10, 2.3-10. 4-6-20 Horz: 1-2-40, 2-3- 40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-15, 2.3--15, 4-6.-20 Harz: 1-2=-15, 2.3=-15 18) Live Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-30, 2-3=-30, 4.6.-40 19) C-C Wind Positive +Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (all) Vert: 1-2-86, 2-3.-96, 4-6.-35 Harz: 1-2-26. 2-3.36 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-86, 2-3.-96.4-6.-35 Horz: 1-2.26, 2-3.36 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert:1-2-30, 2-3=-30, 4-6.-35 Horz: 1-2.-30, 2-3-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-49, 2-3.-43, 4-6.-35 Harz: 1-2-11, 2.3=-17 23) MWFRS fat Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (lain Vert:1-2-30, 2.3=-30, 4-6-35 Harz: 1-2-30, 2-3=-30 1.Sx4 II 3 4x4 = PLATES GRIP MT20 244/190 421b FT-0% Scale . 1:18.1 Camber. 1/161n 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-49, 2-3 -49, 4-6=-35 Horz: 1-2-11, 2-3=-11 55249 IC04 A0109267 3x4 = 4-3-14 7-4-0 4-3-14 3-0-2 7-4-0 1.5x4 II 4.00 FiT 3 LOADING (psr) SPACING 2-0-0 CSI DEFL in Oat) Well L/d PLATES GRIP TCLL 20.a Plates Increase 1.25 TC 0.65 Vert(LL) -0.12 4-5 >696 360 MT20 '244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.36 Vert(rQ -0.30 4-5 >278 240 BCLL 10.0 • Rep Stress Incr YES WB 0.21 Hom(rL) -0.00 4 n/a n/a BCDL 10.0 Code FRC2010/rPI2007 (Matrix-M) - Weight: 39 lb , FT.O% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 BRACING TOPCHORD _ Structural wood sheathing directly applied or 7-4-0 oc pudins, except end verticals. DOT CHORD Rigid calling directly applied or 10-M oc bracing. M'Tek recommends that Stabilizers and required cross bracing be Installed during truss erection In accordance With Stabilizer Installation quids. REACTIONS (Ibrsize) 5 . 33510-8-i (min. 4 335/Mechanical Max Harz 5 80(LC 8) Max Uplift 5-142(LC 8) 4-193(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 Qb) or less except Men shown. TOPCHORD 1-5- 181/273 BOTCHORD 4-5-450/286 WEBS 2-5.-280/316, 2-4-356/540 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd.132mph; TCDL=S.Opsf; BCDL-5.0psf; h-15ft; Cat. II; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrerd with any other live loads. 4)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL-10.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)olnt(s) except Qt=Ib) 5.142, 4.193. 7)'Seml-rigid pllchbreaks with fixed heels' Member and fixity model was used in the analysts and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2--60, 2.3- 60, 4-5-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2.-70, 2-3=-70, 4-5-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2.-30, 23=-30, 4-5--40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2.130, 2-3.126, 4-5-10 Harz: 1-2=-140, 2.3.-136 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-130, 2-3-126. 4.5=-10 Ham: 1-2-140, 2-3- 136 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.-65, 2-3=-79, 4-5=-20 Harz: 1-2.35, 2-3=49 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-65, 2-3-79, 4-5=-20 Harz: 1-2-35, 2-3.49 8).MWFRS .Wind Left: Lumber lncrease�1.33, Plate lncrease.1.33- - - Uniform Loads (pin Vert: 1-2=58, 2.3.58, 4-5- 10 Ham: 1-2-68, 2.3=-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: ... =33, 2-3=40, 4-5=-10 Harz: 1-2=-43, 2-3=-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.10, 2-3.10. 4-5=-20 Horz: 1-2.-40, 2-3.-40 11) MWFRS Wind Right Positive : Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2--15, 2.3-8, 4-5=-20 Harz: 1.2=-15, 2-3=-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (ply Vert: 1-2.58, 2-3.58, 4-5=-10 Ham: 1-2.-68, 2-3.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.33, 2-3.33,4.5=-10 Ham: 1-2.-43, 2.3-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert:1-2-58, 2-3=58, 4-5-10 Ham: 1.2-68, 2-3-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2Q3, 2-3-33, 4-5-10 Ham: 1.2-43, 2.3=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=10, 2-3=10, 4-5.-20 Harz: 1-2--40, 2-3-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-15, 23-15, 4-5-20 Ham: 1-2-15, 2-3-15 18) Live Only: Lumber Increase.1.25; Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-30, 23-30, 4.5-40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-87, 2-3-97, 4-5=-35 Ham: 1-2.27, 2-3.37 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-87, 2-3.-97, 4.5-35 Ham: 1-2=27, 2.3--37 21) MWFRS Wind Left Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=30, 2.3-30, 4-5-35 Harz: 1-2=-30, 2.3-30 22) MWFRS Wind Right Positive +Regular; Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-49, 2.3=-43, 4.5-35 Ham: 1.2-11. 2.3-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-30, 23-30, 4-5=-35 Ham: 1.2-30. 2.3- 30 Scale 1:17.7 Camber 3116 in 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 - Uniform Loads (pin - - - -- - ---- - Vert: 1-2-49. 2-3.-49, 4-5-35 Ham: 1-2-11, 2.3.-11 55249 IC04A A01 ---•-- -�---'-.._.._..y.,,,,,w..v, weir �zyrnvy iucyuurumviutuvnn 4-3-9 7-4-0 4-3-9 51-7 1.5x4 11 Scale - 1:17.7 4.00 12 3 Camber - 3/16 In 3x4 = 3x4 = LOADING (psi) I SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress Incr YES BCDL 100 Code FRC2010/TPI2007 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SYP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD structural wood sheathing directly applied or 7-4-0 oc pudins, except end verticals. BOTCHORD Rigid calling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection In accordance Wth Stabilizer Installation guide, REACTIONS (Ib/size) 5 33510-8.1 (min. (1.1.8) 4 335/Mechanical Max Horz 5 87(LC 8) Max Uplift 5 -140(LC 8) 4 • -195(LC 8) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except v4hen shovm. TOPCHORD 1-5-180/272 BOTCHORD 4-5-45W299 WEBS 2-5=-281/309, 2-4.-358/548 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL.5.0psf; BCDL-5.0psf; h-15ft; Cat 11; Exp D; End.. GCpI-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 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 Ib uplift at joint(s) except Qt=Ib) 5.140. 4=195. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model vras used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-60, 2-3=-60, 4-5=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2.-70,2-3--70,4-5=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2=-30, 2-3.-30, 4-5-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=130, 2-3-126, 4.5.-1(1 Horz: 1-2.-140, 2-3.-136 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.130, 2-3-126, 4-5=-10 Horz: 1.2--140, 2-3.-136 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2.-65, 2.3=-79, 4-5=-20 Harz: 1-2.35, 2.3-49 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin CSI DEFL ' In (loc) Vdefl Ud TC 0.65 Vert(LL) -0.12 4.5 >696 360 SC 0.3fi Vert(TL) -0.30 4-5 >278 240 WB 0.21 Horz(TL) -0.00 4 n/a n/a (Matrix-M) Vert:1-2.-65. 2-3=-79,4-5=-20 Hon:1-2.35, 2-3-49 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert:1-2=58, 2-3.58, 4.5.-10 Harz:1-2=-68, 2-3.-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Unifam Loads (pit) Vert: 1-2-33, 2-3.40. 4.5.-10 Hoyt:1-2-43, 2-3--50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-10, 2-3-10,4-5.-20 Horz:1-2--40, 2.3- 40 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (of) Vert: 1.2=-15, 2-3--8, 4-5.-20 Horz: 1.2-15, 2-3--22 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.58, 2.3=58, 4-5-10 Horz: 1-2--68, 2-3-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-33. 2.3=33, 4-5=-10 Horz: 1-2--43, 2-3-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=58, 2-3.58,4-5.-10 Horz: 1-2--68, 2-3.-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2=33, 2-3-33, 4-5.-10 Horz: 1.2--43, 2.3=-43 16) MWFRS fat Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-10, 2-3-10, 4-5-20 Horz: 1.2-40, 2-3-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-15, 2-3-15, 4.5=-20 Horz:1.2-15, 2.3-15 18) Uve Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pit) Vert:1-2-30. 2.3-30. 4-5--40 19) C-C Wind Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2--87, 2.3.-97, 4-5.-35 Horz: 1-2=27, 2.3-37 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert:1-2.-87, 2.3=-97, 4-5-35 Horz:1-2-27. 2.3-37 21) MWFRS Wind Left Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-30, 2-3-30, 4-5.-35 Horz:1-2-30. 2-3=-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2--49, 2-3-43, 4-5-35 Horz: 1.2-11, 2-3.-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert:1.2-30. 2-3.-30, 4-5-35 Horz:1-2-30, 2-3--30 PLATES GRIP MT20 244/190 24) MWFRS 2nd Wind Parallel Positive +Regular. Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-49, 2-3- 49, 4-5-35 Horz: 1-2.-11, 2-3-11 55249 1 C05 1 Special Truss A0109269 3x4 = LOADING (pan SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress Ina YES BCDL 10.0 Code FRC2010lrP12007 LUMBER TOP CHORD 2x4 SYP M 30'Except' T2: 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 --BRACING---- - --- -- --- - TOPCHORD Structural wood sheathing directly applied or 6-8-2 oc pudns, except end verticals. BOTCHORD Rigid ceiling drectly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance vAth Stabilizer Installation guide. REACTIONS Qb(size) 5 - 3031048-1 (min. 0-1.8) 4 303/Mechaniral Max Harz 5 36(LC 8) Max Uplift 5 = -138(LC 8) 4 = -166(LC 8) FORCES (Ib) Marc. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-5-24a/385 WEBS 2-4=-266/422 NOTES 1) Wind: ASCE 7A 0; Vult=170mph (3-second gust) Vasd.132mph; TCDL-S.Opsf; BCDL-5.0psf; h-15ft; Cat. 11; Exp D; End., GCpI=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33,plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live lead nonconcument With any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chard In all areas where a rectangle 3.6-0 tall by 2.0-0 Wide will fit betvsen the bottom chord and any other members, vAth BCDL-10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except at -lb) 5.138, 4.166. 7)'Semi-rigid pitchbreaks Win fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pin . Vert: 1.2--60, 2.3--60, 4-5-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2-70. 23-70. 4-5- 20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=30, 2-3=-30, 4.5-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (ion Vert: 1.2-135, 2.3=129, 4-5-10 Ham: 1-2.-145, 2.3=-139 5) 2nd CC Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Leads (pin Vert: 1-2=135, 2-3.129, 4-5-10 Harz: 1.2= 145, 2-3-139 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2.-66, 2-3--80,4-5-20 Harz: 1-2-36, 2-3-W 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-66, 2-3=-80, 4-5.-20 Horz:1-2=36, 2.3-50 5-10-4 6-8-2 5-10-4 0-9-14 4.00 12 os7 1z tsxa u 4x4 = 3 Cat DEFL In (lac) Well Ud TC 0.68 Vert(LL) -0.10 4.5 >768 360 BC 0.56 Vert(rL) -0.25 4-5 >307 240 WB 0.16 Hoa(rL) -0.00 4 We rita (Matrix-M) 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Leads (plf) Vert:-1-2-58,2-3=58, 4-5=-10- Ham: 1.2--68, 2.3=-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2_33, 2.3-40, 4-5--10 Harz: 1-2-43, 2.3-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2-10, 2-3=10, 4.5.-20 Harz: 1-2--40, 2-3-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-15, 2-3-8, 4-5=-20 Harz: 1-2--15. 2-3.-22 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2-58, 2-3-%. 4-5--10 Harz: 1.2=-68, 2-3--68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2=33, 2-3=33,4-5=-10 Harz: 1-2=-43, 2-3=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 2-3-58, 4-5=-10 How 1-2-68, 2-3--68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-33, 2-3-33, 4-5--10 Harz: 1-2--43, 2-3=-Q 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (ion Vert: 1-2-10, 2-3-10, 4-5=-20 Ham: 1-2=-40, 2-3=-40 17) MWFRS,2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--15, 2-3-15, 4.5=-20 Harz: 1-2--15, 2.3.-15 Ia) Uve Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-30, 2-3 -30, 4-5--40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Leads (plf) Vert: 1-2=-87, 2.3- 98, 4-5=-35 Ham: 1.2-27, 23 98 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=-87, 2-3-98, 4-5=-35 Horz: 1.2-27, 2-3=38 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pii) Vert: 1-2-30, 2-3-30. 4-5.-35 Harz: 1-2=-30, 2-3=-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2- 49, 23.-43, 4.5.-35 Ham: 1-2=-11, 2-3- 17 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-30, 23= 30. 4-5-35 Ham: 1-2-30. 2-3-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 PLATES GRIP MT20 244/190 Weight: 39 lb FT.O% Uniform Loads (pif) Vert: 1.2-49, 2-3-49, 4.5=-35 Horz; 1.2=-11, 2_3=-11 _ Scale - 1:17.4 Camber -1/B In 55249 I C05A I Special Truss A0109270 5-10-3 -- 6-8-2,ry 5-10-3 0-9-15 4.00 12 0.97 F12 4x4 0 1.Sx4 11 3 3x4 = 3x4 = LOADING (psi) I SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TOOL 15.0 Lumber Increase 1.25 BOLL 10.0 • Rep Stress Ina YES BCDL 10.0 Code FRC2010rrP12007 LUMBER TOP CHORD 2x4 SYP M 31 'Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-8-2 co pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed dudnq truss erection In accordance Wth Stabllizer Installation aulde. REACTIONS (Ib/size) 5 303/0-8-1 (min. 0-1.8) 4 303/Mechanical Max Harz 5 = 46(LC 8) Max Uplift 5 -135(LC 8) 4 -170(LC 8) FORCES (Ib) Max. Gomp./Max. Ten. - All forces 250 Qb) or less except when show. TOPCHORD 1-5=-248/386 WEBS 2-4.-267/429 NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-secand gust) Vasd.132mph; TCDL-5.0psi; BCDL=S.Opsf; h.15ft; Cat II; Exp D; Encl., GCpl-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument Wth any other live loads. 4) ' This truss has been designed for a live load of t 0.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide Mll fit between the bottom chord and any other members, v4th BCDL= 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of w,thstanding 100lb uplift at Joint(s) except Qt=lb) 5=135, 4-170. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1.2=-60, 23=-60, 4.5=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pig Vert: 1.2=-70,2-3=-70, 4-5=-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2=-30, 23.-30, 4-5-40 4) C-C Wind: Lumber Increase=1.33, Plate Inaease.1.33 Uniform Loads (pig Vert: 1.2-135, 2-3-129. 4-5.-10 Horz: 1-2=-145, 2.3-139 5) 2nd C-C Wind: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-135, 2.3=129, 4-5=-10 Horz: 1-2=-145, 2-3.-139 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1.2-66, 2-3=-80, 4-5=-20 Horz: 1-2-36. 2-3=50 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=-66, 2-3=-80, 4.5=-20 Horz: 1-2-36, 2-3=50 CS1 I DEFL - In Qoc) Well L/d TC 0.49 Vert(LL) .0.10 4-5 >768 360 BC 0.56 Vert(rL) -0.25 4-5 >3078 ' 240 WB 0:16 Hom(TL) -0.09 4 n/a n/a 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pig Vert:1-2=58, 2-3-58, 4-5s10 Hors: 1.2.-68. 2-3-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pif) Vert:1-2-33, 2-3-40. 4.5=-10 Horz:1-2=-43, 2-3.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pig Vert: 1-2-10, 2-3.10, 4.5=-20 Horz: 1-2.-40, 2.3-40 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pigVert: 1-2.-15, 2.3-8, 4-5-20 Hors: 1-2.-15, 2-3=-22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1-2-58, 2-3,%, 4-5=10 Horz: 1-2.-68, 2-3=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=33, 2-3.33. 4.5=-10 Hors: 1-2=-43, 2-3.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pig Vert:1-2=58, 2.3-58, 4-5.-10 Harz: 1.2=-68, 2-3--68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (if) Vert: 1-2.33, 2-3=33, 4-5-10 Hors: 1-2=-43, 2.3=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pig Vert: 1.2-10, 2-3.10,4.5=-20 Horz: 1-2=-40, 2-3=40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert:1-2-15, 2-3=-15, 4-5r20 Hors: 1-2.-15, 2-3=-15 18) Live Only: Lumber Inaease.1.25, Plate Increase.1.25 Uniform Loads (pig Vert: 1-2=-30, 23.-30, 4-5--40 19) C-C Wind Positive + Regular: Lumber increase=1.33, Plate Inaease.1.33 Uniform Loads (pit) Vert:1-2-87. 2-3.-98, 4-5= 35 Hors:1-2-27, 2-3.38 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pit) Vert: 1.2c87, 23.-98, 4.5=-35 Hors: 1-2-27. 2-3-38 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (pif) Veit: 1-2= 30, 23.-30, 4.5.-35 Horz: 1.2-30, 2-3.30 22) MWFRS Wind Right Positive+ Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pl1) Vert: 1-2.-49, 23--43, 4-5-35 Hors: 1-2.-11. 2.3.-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, plate Increase-1.33 Uniform Loads (pig Vert: 1.2=-30, 2.3.-30, 4-5=-35 Horz: 1.2.-30, 2-3=130 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 PLATES GRIP MT20 244/190 Uniform Loads (pig Vert: 1-2.-49, 2-3-49. 4-5.-35 Horz: 1-2.-11, 2.3-11 Scale = 1:17.4 Camber = 1/B In CJA (Jack-0pen Truss 11 I 1 I A0109271 1-5-13 1-5-13 1-5-13 LOADING (pen SPACING 2.0.0 CSI DEFL In Qoc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 020 Vert(LL) 0.00 6 n/r 120 MT20 2441180 TCDL 15.0 Lumber Increase 1.25 BC 0:43 Vert(rL) -0.01 6 n/r 120 BCLL 10.0 • Rep Steas Inc YES WB 0.00 Hom(TL) 0.02 2 n/a nra BCDL 10.0 Code FRC2010?P12007 - (Matrix-M) Weight: 5lb FT-0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING _ TOP CHORD Structural wood sheathing directly applied or 1-5.13 oc pudlns. BOTCHORD Rigld ceiling directly applied or 10-1 -0 oc tracing. MiTek recommends that Stabilizers and required crass bracing be nstalied dune truss erection in accordance with Stabilizer Installation guide. REAC1IDNS Qb/size) 3 84/0-7-5 (min. 0-1.8) 2 54/Mechanlcal Marc Harz 3 33(LC 8) Max Uplift 3 -82(LC 8) 2 -55(LC 8) Max Gray 3 = 84(LC 1) 2 = 54(LC 2) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2 584/280 BOT CHORD 1-3- 3231692 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL=S.Opsf; BCDL-5.0psf; h.15ft; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip 13O1r1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads. 4) • This truss has been designed for a live load of 10.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, with BCDL-10.Ops1. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3, 2. 7)'Seml-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=125, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-60, 3-4-35 2) Regular Only: Lumber Increase=125, Plate Increase.125 Uniform Loads (pin Vert: 1-2-70, 3.4=-20 3) IBC SC Uve: Lumber Increase-1.25, Plate Increase=125 Uniform Loads (pin Vert: 1-2-30, 3-4-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.136, 3-4-122 Horz: 1-2.-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Waease=1.33 Uniform Loads (pin Vert: 1-2=136, 3-4=122 Horz: 1.2=-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2.-83,34=3 Horz: 1-2.53 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=-83, 3.4-3 Hors: 1.2.53 8) MWFRS Wind Left: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pli) - Vert: 1-2-58, 3-4-36 Harz: 1-2-68 9) MWFRS Wind Right: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.40, 3'4.-10 Horz: 1-2.-50 10) MWFRS Wind Lett Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.10, 3-4.26 Horz: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2.-8, 3.4.-20 Horz: 1-2=-22 12) MWFRS tat Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=68, 3-4=-10 Horz: 1-2-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.33, 3-4-10 Horz: 1-2.-Q 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.58, 3-4.-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.33, 3-4.-10 Horz: 1-2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2-10, 3.4=-20 Horz: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2-15, 3.4.-20 Horz: 1-2=-15 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pIQ Vert: 1-2-30, 3d=-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Incres se.1.33 Uniform Loads (plf) Vert: 1-2-100, 3-4-18 Horz: 1-2-40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2-100, 3.4=-18 Horz: 1.2-40 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-30, 34-0 Horz: 1-2--30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-43, 34 -35 Horz: 1.2.-17 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Scale - 1:6.3 Vert: 1-2-30, 3-4.-35 Harz: 1.2.-30 - - - - - - -- 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2--49, 3-4-35 Harz: 1-2= 11 Truss A01O9272 2x4 = LOADING (pI SPACING -0.0 20n TOLL Plates Increase 1.25 TCOL 15.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Ina YES BCDL 10.0 Code FRC2010rrP12007 LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5.1 oc pudins. BOTCHORD Rigid calling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection In accordance with Stabilizer Installation guide. REACTIONS Qb/size) 1 • 162/0-8-13 (min. 0-1-8) 2 - 80/Mechanlcal 3 57/Mecianical Max Horz 1 . 66(LC 8) Max Uplift 1 - -82(LC 8) 2 = -73(LC 8) 3 - -5(LC 8) Max Grav 1 - 182(LC 1) 2 - 88(LC 2) 3 57(LC 1) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2--3951376 BOTCHORD 1-3 472/436 NOTES 1) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd.132mph; TCDL-5.0psf; BCDL-5.0psf; h=15ft; Cat. II; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconaarem with any other live loads. 4) • This truss has been designed for a live load of 1O.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, with BCOL-10.Opsf. 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) 1, 2, 3. 7) "Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Inaease=1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2.-60, 34 -35 2) Regular Only: Lumber Inaease.1.25, Plate Increase.1.25 Uniform loads (pin Vert: 1-2--70, 34--20 3) IBC BC Live: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pill Vert: 1.2.-30, 3-4--40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIn Vert: 1-2.136, 3-4--10 Horz: 1.2--146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Inaease-1.33 Uniform Loads (pIn Vert: 1.2-136, 3.4.-10 Horz: 1.2=-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.-83,3-4.-20 Harz: 1.2-53 3-5-1 3-5-1 CS1 I DEFL In (too) Udafl Ud TC 0.38 Vert(LL) 0.02 3-6 >999 360 SC 0.37 Vert(rL) -0.02 3.6 >999 240 WB 0.00 Horz(rL) -0.00 1 n/a n/a 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2-83, 34--20 Horz: 1-2-53 8) MWFRS Wind Left: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-%, 3-4.-10 Hors: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1.2.39. 3.4.-10 Horz: 1-2=-49 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (pg) Vert: 1-2-10, 3-4=-20 Harz: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase=1.33, plate Increase.1.33 Uniform Loads (pill Vert: 1-2--9,3-4=-20 Horz: 1-2--21 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2-58. 3-4.-10 Horz: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pIn Vert: 1-2-33,3-4--10 Horz: 1-2--43' 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=58, 3.4-10 Horz: 1-2--68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pIn Vert: 1-2=33, 3.4--10 Horz: 1-2=-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2=10, 3-4--20 Horz: 1-2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Inaeass.1.33, plate Increase.1.33 Uniform Loads (pin Vert: 1-2--15,3.4--20 Harz: 1-2.-15 18) Uve Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pIn Vert: 1-2=-30, 3.4--40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert:1-2-100, 3-4-35 Horz: 1-2=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pIn Vert: 1-2--100,3.4--35 Horz: 1.2=40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIn Vert: 1-2--30,3-4.-35 Horz: 1-2--30 22) MWFRS Wind Right Positive + Regular: Lumber Inaease-1.33, Plate Increase.1.33 Uniform Loads (pIn Vert: 1.2=-44,3.4=-35 Harz: 1.2=-16 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase.1.33, plate Inaease-1.33 Unifom Loads (pin Scale - 1:8.6 PLATES GRIP MT20 244/190 Vert: 1-2.-30,3-4=-35 Harz: 1-2--30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Inaease.1.33, plate Increase-1.33 Uniform Loads (pin Vert: 1-2--49, 3-0-35 Ham: 1-2--11 55249 CJA2 (Jack -open Truss I1 I 1 I _ _ _ _ _ _ _ A0109273 Oct = LOADING (psi SPACING 2-0-0 CS] DEFL In floc) Vdefl Ud PLATES GRIP TO 20.0 Plates Increase 1.25 TC 0.04 Vert(LL) .0.00 4 >992 360 MT20 244/190 TCDL 15.0 Lumber increase 1.25 BC 0. 13 Vert(TL) -0.00 4 >999 240 BOLL 10.0 Rep Stress Ina YES WS 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-N Weight: 4lb FT.O% LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 BRACING TOPCHORD -Structural wood sheathing directly applied or.1-1-6 oc pudins. _ _ - BOTCHORD Rigid ceiling directly applied or 10-0.0 oc tracing. MTek recommends that Stabilizers and required oroas bracing be Installed Burin truss erection, In accordance with Stablllzer Installation ulde. REACTIONS All bearings 1-1.6 except Qt=length) 2-Mechanical, 2-Mechanical. Qb) - Max Horz 1= 21(LC 8) Max Uplift All uplift 100 lb or less at jolm(s) 1, 3, 2 Max Grav All reactions 250 lb or less at joint(s) 1,-3, 2, 2, 1 FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL.5.Ops; BCDL=5.Opsf; h.15ft; Cat 11; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem with any other live loads 4) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas More a rectangle 3-6-0 tall by 2-OA wide will fit between the bottom chord and any other members, with BCDL. 10.Opsf. 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) 1, 3, 2, 1. 7) 'Semi -rigid pltc hbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2--60, 34-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2=-70, 34c20 3) IBC BC Uve: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.2=-30, 34- 40 4) C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1.2-136, 34-10 , Horz: 1-2-146 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-136, 3-4=-10 Ham: 1-2=-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (all) Vert: 1-2=-83, 34-20 Harz: 1-2.53 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2.-83, 34=-20 Harz: 1-2=53 8) MWFRS Wind Leff: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2-58, 3-4=-10 Harz: 1-2=-68 . 8) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.39, 3.4.-10 Harz: 1.2.-49 10). MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 - Uniform Loads (pin Vert: 1-2=10, 3-4=-20 Ham: 1-2=-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2-9, 3.4.-20 Horz: 1-2.-21 12) MWFRS tat Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=58, 34=-10 Ham: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2,33, 3-4.-10 Ham: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-2-%, 3-4.-10 Ham: 1.2=-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2=33, 3-4-10 _ Ham: 1-2-43 16) MWFRS 1st Wind Parallel Positive: Lumber Inoreass.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2-10, 3-4.-20 Ham: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-15, 34-20 Ham: 1-2.-15 18) Live Only: Lumber Increasa.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.-30, 34.-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo - Vert: 1-2.-100, 34=-35 Harz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2=-100, 34=-35 Harz: 1-2-40 21) MWFRS Wind Left Positive +Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (PI) Vert: 1-2--30, 34r35 Ham: 1-2=-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-2.-44, 34=-35 Ham: 1.2.-16 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Inoreass.1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2.30, 34=-35 Ham: 1.2.-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-49, 34.-35 Ham: 1-2=-11 Scale . 1:5.5 Jack -Open A01 Scale -1:6.4 Plate Offsets (X YI: f1:0-1-1204-01 ' LOADING (Pat) TCLL 20.0 SPACING 2.0.0 Plates Increase 1.25 CS TC EFL In Qoc) Vdefl Ud PLATES GRIP TCDL 15.0 • Lumber Increase 1.25 BC 0.47ert(TL) 0.23��Horzffl.) ert(LL) 0.00 6 ntr 120 -0.01 6 n/r 120 MT20 2441190 BCLL 10.0 BCDL 10.0 Rep Stress Ina YES WB 0.00 0.02 2 n/a Na Weight: 5lb FT=0% TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1.6-7 oc pudlns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recomtabi mends that Slizers and required cross bracing be Installed Burin truss erection In accordance Wth Stabilizer Installation guide. REACTIONS Qbrsize) 3 • 86/0-7-15 (min.0-1-8) 2 57/Menhanid Max Horz 3 34(LC 8) Max Uplift a • -83(LC 8) 2 -58(LC 8) Marc Grav 3 86(LC 1) 2 • 57(LC 2) FORCES (Ib) Max. Comp./Marc. Ten. - All forces 250 0b) or less except when shown. TOPCHORD 1-2 621/29B BOTCHORD 1-3=-344/737 - NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL.S.Opsf; BCDL=S.Opsf; h.15ft; Cat II; Exp D; End., GCP1.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MIWFRS for reactions shaven; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconoument with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord In all areas where a rectangle 3-6.O tall by 2-0-0 vdde Wit fit between the bottom chord and any other members, with BCDL. 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 3, 2. 7) "Semi -rigid pitchbreaks with fixed heals' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (can Vert: 1.2.-60,3.4.-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2.-70, 3-0.-20 3) IBC BC Uve: Lumber Invease=1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2.-30, 34=-40 4) C-C Wind: Lumber Inaease.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1.2=136, 3-4.122 Horz: 1.2.-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.136, 3.4=122 Horz: 1-2.-146 6) C-C Wind Positive: Lumber Incease-1.33, Plate Inaease.1.33 Uniform Loads (pit) Vert: 1.2.-83, 3-4.3 Horz: 1-2.53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=-83, 3.4=3 Harz: 1-2=53 8) MWFRS Wind Left: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.58, 3-4.36 Horz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert:1-2.40, 3-4-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform loads (pit) Vert: 1-2.10,3-4.26 Horz: 1-2=-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-8, 3-4.-20 Horz: 1-2.-22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (PIQ Vert: 1-2=58, 3-4=-10 Horz: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-33, 3-4=-1a Horz: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (calf) Vert: 1-2.58,34.-10 Harz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.33, 3-4=-10 Horz: 1-2.43 16) MWFRS 1st Wind Parallel Positive: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.10, 3-4-20 Horz:1-2-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-15,3.4.-20 Horz: 1-2-15 18) Uve Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2-30, 34 -40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Inaease-1.33 Uniform Loads (pin Vert: 1-2=-100, 3-4=-18 Horz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert:1-2-100, 3-4.-18 Horz: 1-2.40 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Unifam Loads (pin Vert: 1-2-30, 3-0=-0 Horz: 1-2.-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Invease-1.33 Uniform Loads (pin Vert: 1-2.-43, 3-0=35 Horz: 1-2=-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2=-30,3.4=-35 Horz: 1.2-30 24) MWFRS end Wind Parallel Positive +Regular. Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-2.49, 3-4.-35 Horz: 1-2.-11 2-3-13 2-3-13 3x6 11 LOADING (pso SPACING 2-0.0 I CS! DEFL In Orr) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(UL) -0.00 4 >999 360 MT20 244/180 TCDL 15.0 Lumber Increase 1.25 BC 0.08 Vert(rL) -0.00 4 >999 240 BCLL 10.0 • Rep Stress Incr YES WE 0.00 Hom(rL) -0.00 1 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 9 lb FT 0 LUMBER TOP CHORD 2x4 SP No-3 BOT CHORD 2x4 SP No-3 WEDGE _ Left:2x4SP_No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3.13 or pudins. BOTCHORD Rigid ceiling directly applied or 10.0.0 or bracing. MITek recommends that Stabilizers and required cross bracing be Installed Burin truss arecdon In accordance with Stabilizer Installation quide. REACTIONS (Ibrsize) 2 22M1echanical 3 17IMechanical 1 175/041-0 (min. 9-") Max Hors 1 51(LC 8) Max Uplift 2 = -26(LC 8) 3 = -9(LC 8) 1 -73(LC 8) Max Grav 2 24(LC 2) 3 17(LC 1) 1 175(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDW5.0psf; BCDL=S.Opsf; h.15ft; Cat. 11; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 2) Plate's checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconamerd with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will 9t between the bottom chord and any other members, with BCDL - 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at jolnt(s) 2, 3, 1. 7) "Semi -rigid Otchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads'(plf) Vert: 1-2-60, 3.4.-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-70, 3.4=-20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-30, 3-4-40 4) C-C Wind: Lumber Increase-1.33, Plate-Increase.1.33 Uniform Loads (pin Vert: 1-2=136, 3-4-10 Horz: 1-2=-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2.136,3-4--10 Horz: 1-2.-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2.-83, 34=-20 Harz: 1-2-53 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert:. 1:2--83, 3-4=-20 Horz: 1-2,53 8) MWFRS Wind Lett: Umber Increase=1.33, Plate Increase-1.33 Uniform Loads (pi() Vert: 1-2d8, 3-4.-10 Horz: 1-2.-68 9) MWFRS Wind Right:. Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=40, 3-4--10 Horz: 1-2-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.10, 3-4.-20 Horz: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2c8, 3.4=-20 Horz: 1.2=-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.58,34.-10 Harz: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.33, 3-4.-10 Harz: 1-2-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1 58-2., 3.4.-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.33, 3-4.-10 Horz: 1-2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.10, 3.4=-20 Horz: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-15, 3-4=-20 Horz: 1.2-15 18) Live Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2=-30, 3d=-40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plo Vert:1-2=-100, 3-4 -35 Horz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2=-100, 3.4=35 Horz: 1-2-40 21) MWFRS Wind Left Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=-30, 3-4--35 Harz: 1-2- 30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2. 43, 3-4-35 Harz:1-2-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Scale a 1:7.6 Vert: 1-2=30, 3-0=35 Horz: 1-2=-30 _ 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-49, 3-4.-35 Horz: 1-2.-11 CJB (Jack -Open Truss I I 1 I A0109276 Scale = 1:8.1 0-1H 2.7-1 Plate Offsets (X,YI: t1:a2d4 a0-tot t1•at-41J-41 - - - - - -F LOADING (psf) TOLL 20.It SPACING 2-0-0 Plates Increase 1.25 CS! DEFL In Poo) Wall Ud PLATES GRIP TCDL 15.0 Lumber Increase 1.25 TC 0.11 BC 0.10 Vert(LL) -0.00 8 >999 360 MT20 244/190 BCLL 10.0 • Rep Stress Ina YES WB 0.00 Vert(TL) -0.00 4 >999 240 Horz(TL) A.00 1 Na Na e9 TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be InsWled Burin truss erection In accordance with Stablllzer Installation guide. REACTIONS (Ihrsize) 2 = 34IMachanlcal 3 26/Mechanical 1 185/0-8-0 (min. 0.1.6) Max Horz 1 • 58(LC 8) Max Uplift 2 -36(LC 8) 3 -10(LC 8) 1 -77(LC 8) Max Grav 2 37(LC 2) 3 26(LC 1) 1 185(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL-S.Opsf; h=151t; Cat. II; Exp D; End., GCPI=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus O 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. 4) • This truss has been designed far a live lead of 10.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=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 3, 1. 7)'Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Inaease=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2.-60, 3-4=-35 2) Regular Only: Lumber Inarease.1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-70, 3-4.-20 3) IBC BC Uve: Lumber Inaease.1.25, Plate Inaease=1.25 Uniform Loads (pin Vert: 1.2=-30, 3.4.-40 4) C-C Wind: Lumber Increase.1.33, Plate Inaeass.1.33 Uniform Loads (pin Vert: 1-2=136,3-4.-10 Horz: 1.2=-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.136, 3-4=-10 Horz: 1-2.-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=-83,9-4=-20 Horz: 1-2.53 7) 2nd C-C Wind Positive: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (AQ Vert: 1-2ca3, 3-4.-20 Horz: 1.2=53 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1.2=58,3-4=-10 Harz: 1.2=-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2.40. 3-4.-10 Ham 1-2-50 10) MWFRS Wind Left Positive: Lumber Increass.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2=10, 3.4=-20 Hoa: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2-8, 3-4=-20 Harz: 1.2=-22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.58, 3-4.-10 Harz: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=33, 3-4-10 Horz: 1-2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert:1-2-68, 3.4.-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (on Vert: 1-2.33, 3-4.-10 Horz: 1-2=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Inaease.1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2-10, 3.4=-20 Horz: 1-2-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=-15, 3-4.-20 Horz: 1-2=-15 18) Uve Only: Lumber Inaease=1.25, Plate Inaease.1.25 Uniform Loads (pit) Vert: 1.2=30, 34 -40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2.-100, 3-4.-35 Horz: 1-2.40 20) 2nd C-C Wind Positive +Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert:1-2�100, 3.4=-35 Horz: 1-2=40 21) MWFRS Wind Left Positive + Regular: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (PQ Vert: 1-2-30, 3-4.-35 Horz: 1-2=-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2=-43, 3.4.-35 Horz: 1-2.-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pin Vert: 1-2-30, 3-4.-35 Horz: 1-2.-30 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-49, 3-4.-35 Horz: 1-2.-11 ' 2x4 = 1-1-0 1-1-0 3.85 12 1-0-7 LOADING (psn SPACING 2.0-0 CSI DEFL In (tool Well L/d PLATES GRIP TCLL 20.a Plates Increase 1.25 TO 0.04 Vert(L-) -0.00 4 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.06 Vert(rL) -0.00 4 >999 240 BOLL 10.0 ' Rep Stress Ina YES WB 0.00 Horz(rL) -0.00 3 Na n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 3lb FT=0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing -directly applied a 1-1-0 oc pullins. BOTCHORD Rigid ceiling directly applied or 10-M co bracing. MTa" recommends that Stabilizers and required cross bracing Ben durin truss erection In accordance Wth Stabilizer Installation guide. REACTIONS Qb(size) 1 = 51/Mechanical 3 44/Mechanical Max Horz 1 22(LC 8) Max Uplift 1 = -20(LC 8) 3 -28(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except When sham. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL.5.0psf; BCDL.5.OpsF h=15ft; Cat II; Exp D; End., GCpI=0.18; MWFRS (envelope) and C-C Exteda(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS far reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus a minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunem with any other live loads. 4)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsl. ' 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 7)'Seml-rigid pitchbreaks with fixed heels° Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pill Vert: 1-5.-60, 2-5-30, 3-4=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-5-70, 2-5-30, 3.4.-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2-30, 3-4.-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5.136, 2-5.-10, 34 -10 Horz: 1-5= 146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5.136, 2-5=122, 3-4=-10 Horz: 1-5-146, 2-5.-132 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.5=-83, 2-5=-30, 3-4=-20 Horz: 1-5=53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=-83, 2-5=-69, 34 -20 Horz: 1-5=53, 2-5.39 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pill Vert: 1-5=58, 2.5-44, 34 -10 Horz: 1.5-68, 2-5-54. 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5.40. 2.5-26, 3.4-10 Horz: 1=5=-50, 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-5.10, 2-5=24, 3-4.-20 Horz: 1-5.-40, 2-5.-54 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin - Vert: 1-5.-8, 2-5.6, 3.4=-20 Horz: 1.5=-22, 2-5=-36 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5=58, 2-5.44, 34m-10 Horz: 1.5=-68, 2-5=-54 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5-33, 2-5.19, 3-4.-10 Horz: 1-5-43, 2-5.-29 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin - Vert: 1.5=58, 2-5=44, 3-4-10 Horz: 1-5=-68, 2-5-54 15) MWFRS 4lh Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-5--33, 2-5=19, 3-4-10 Horz: 1-5-43, 2-5=-29 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5-10, 2-5.24, 3-4.-20 Horz: 1-5.40, 2-5.-54 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5=-15, 2-5.-1,3-4.-20 Horz: 1-5.-15, 2.5=-28 18) Uve Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2.-30, 34 -40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pill Vert: 1-5= 100, 2.5=-30, 3-4-35 Horz: 1-5,40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.5.-100, 2.5-59, 34 -35 Horz: 1-5=40, 2.5-29 21) MWFRS Wind Left Positive +Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-5-30, 2-5-10, 3.4=-35 Horz: 1.5-30, 2-5=-40 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-5.-43, 2.5=-3, 3-4-35 Horz: 1-5.-17, 2.5-27 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-5=-30, 2-5.10, 3-4=-35 Horz: 1-5.-30, 2-5-40 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-5= 49, 2.5=-8, 34 -35 Horz: 1-5-11, 2-5-22 Scale. 15.6 CJB2 I Jack -Open Truss 11 1 1 1 A0109278 3-0-0 Scale - 1:8.5 3x6 II 0- 0-8 3-0-0 n_7 rtu Plate Offsets LOADING(psf) TOLL 20.0 SPACING 2-0-0 Plates Increase 1.25 Cal TC DEFL In floc) Well Ud PLATES GRIP TOOL 15.0 Lumber Increase 1.25 0.12 BC 0.16 Vert(LL) -0.00 8 >999 360 Vert(1-L) -0.00 8 >999 240 MT20 244/190 BCLL 10.0 BCDL 10.0 Rep Stress Ina YES Code FRr.PnlnrrPlPnn Wa 0.00 Horz(f l-) -0.00 2 n/a n/a TOP CHORD 2x4 SP No.3 BOT CHORD 2(4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabllizers and required cross bracing be installed durin truss erectlon in accordance with Stabilizer Installation gulde. REACTIONS Qbrsize) 2 45/Mechanical 3 - 35/Mechanicel 1 199/0-8.0 (min. 0.1.8) Max Harz I 64(LC 8) Max Uplift 2 -45(LC 8) 3 = -11(LC 8) 1 -84(LC 8) Max Grav 2 49(LC 2) 3 35(LC 1) 1 - 199(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind; ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL-5.Opsf; BCDL-S.Opst; h-15ft; Cat II; Exp D; End., GCO-0.18; MWFRS (envelope) and C-C Fxterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrem with any other live loads. 4) • This truss has been designed for a live load of 10.Opsr 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, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstandng 100lb uplift at joint(s) 2, 3, 1. 7) "Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2=-60,3-4=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2r70, 3.4- 20 3) IBC BC Live: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-2-30, 3-4--40 4) C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-2-136, 3-4.-10 Horz: 1-2--146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1-2=136, 3-4= 10 Harz: 1.2=-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-83,3.4=-20 Harz: 1-2=53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--83, 3-4- 20 Harz: 1.2=53 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (all) Vert: 1.2=58, 3-4-10 Hom: 1-2--68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-40, 3-4.-10 Harz: 1-2=-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pll) . Vert: 1-2=10, 3.4--20 Hom: 1-2=-40 11) MWFRS Wind Right Positive : Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2- 8, 3-4-20 Harz: 1-2=-22 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 3-4.-10 Harz: 1-2-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.33, 3-4-10 Hom: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-2=58, 3.4=-10 Harz: 1-2c68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Unifom Loads (pit) Vert: 1-2-33, 3-4=-10 Harz: 1-2--43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-10, 3-4=-20 Harz: 1-2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (PI) Vert: 1-2--15,3-4-20 Hom: 1-2=-15 18) Uve Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2=30, 3-4=-40 19) C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--100, 3-4=-35 Hom: 1-2-40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pif) Vert:1-2-100, 3-4=-35 Harz: 1-2-40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-30, 3-4--35 Harz: 1.2=-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=43, 3-4--35 Harz: 1-2--17 23) MWFRS let Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=30, 34-35 Harz: 1-2=-30 24) MWFRS 2nd Wind Parallel Positive+Regular. Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2-49, 34-35 Harz: 1-2--11 2x4 = 1-0-01-0-0 , 4.01) 12 0-11-10 110r0 0-11-10 A 6 LOADING (p', SPACING 2-M CSI DER. In (Ioc) I/dell Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Wmber Increase 1.25 BC 0.04 Vert(TL) -0.00 5 >999 240 BC LL 10.0 • Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 4 n/a n/a BC DL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 3lb FT=0% LUMBER TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 BRACING TOP -CHORD -- Structural wood sheathing directly applied or 1-0-0 oc purfins. BOTCHORD Rigid wiling directly applied or 10-0-0 co bracing. MiTek recommends that Stabilizers and required cross bracing be In led duringtruss erection In accordance Wth Stabilizer Installation uide. REACTIONS 'Iasize) 1 46/Medraniml 4 48/Mechmiral Max Horz 1 22(LC 8) Max Uplift 1 = -18(LC 8) 4 . -25(1-C 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd-132mph; TCDL-5.OpsF BCDL=5.Opst; h-15ft; Cat. 11; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forms & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psi bottom chordlive load nonconwment with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate mpable of withstanding 100 lb uplift at joint(s) 1, 4. 7) "Semi -rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.6-60, 2-6= 30, 3-5-35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.6.-70, 2.6.-30, 3-5=-20 3) IBC BC Live; Lumber Increass.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-30, 3-5-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6-136, 2-6=-10, 3-5— 10 Harz: 1-6— 146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-6=136, 2-6=122, 3-5-10 Harz: 1-fi=-146, 2-6-132 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-83, 2-6=-30, 3-5=-20 Harz: 1-6=53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1.6.-a3, 2-6169, 3-5=-20 Horz: 1.6-53, 2-6=39 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6-58, 2-6=44, 3-5=-10 Horz: 1-6=-68, 2.6=-54 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Harz: 1-6.-50, 2-6-36 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-10, 2-6=24, 3-5=-20 Harz: 1-6=-40, 2-6=-54 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.6-8, 2.6=6, 3.5- 20 Harz: 1-6=-22, 2-6=-36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=58, 2-6=44, 3-5-10 Harz: 1-6=-68, 2-6=-54 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.6=33, 2-6-19. 3-5-10 Horz: 1-6-43, 2.6=-29 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=58, 2-6--", 3-5-10 Horz: 1-6=-68, 2-6=-64 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate increase=1.33 Uniform Loads (plf) Vert: 1-6=33, 2-6-19.3-5=-10 Ham: 1-6=-43, 2-6=-29 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increme.1.33 ' Uniform Loads (plf) Vert: 1-6-10, 2-6.24, 3-5-20 Horz: 1-6-40, 2.6.-54 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6-15, 2-6.-1, 3-5=-20 Horz: 1.6-16, 2-6=-29 18) Uve Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.2-30, 3-5=-40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin . Vert: 1-6-100, 2-6=-30, 3-5--35 . Horz: 1.6=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6=-100, 2-6=-59, 3-5-35 Harz: 1-6-40, 2-6.29 21) MWFRS Wind Left Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6-30, 2-6-10, 3-5=-35 Horz: 1-6=-30, 2-6=-40 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6- 43. 2.6-3, 3-5=-35 Harz: 1-6=-17, 2-6=-27 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-6=-30, 2.6=10, 3-5= 35 Horz: 1-6-30, 2-6-40 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.6=49, 2.6-8, 3-5=-35 Harz: 1-6-11, 2-6=-22 Scale = 1:5.6 55249 I10,1134 Jack -Open Truss I I 1 I A01 LOADING (Pa SPACING 2-0-0 TCLL 20.a Plates Increase 1.25 TCDL U 0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Inv YES LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-D-0 oc puriins. SOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance vdth Stabilizer Installation guide. REACRONS Qb/size) 2 • 46/10echanical 3 35Miechanical 1 199/0-8-0 (min. 0-1-8) Max Horz 1 = 66(LC 8) Max Uplift 2 -47(LC 8) 3 -10(LC 8) 1 -83(LC 8) Max Grav 2 = 50(LC 2) 3 35(LC 1) 1 199(LC 1) FORCES Qb) Max. CompJMax. Ten. - All farces 260 Qb) or less except Men shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL=S.Opsf; BCDLF5.Opsh h=15tt; Cat. II; Exp D; Encl., GCPI.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shaven; Lumber DOL.1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 Pat bottom chard live lead nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with SCDL. 10.0psf. 5) Refer to girdar(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 3, 1. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (Lull Vert: 1-2--60, 3-4.-35 2) Regular Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-70. 34.-20 3) IBC SC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2=-30, 3.4-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pi() Vert: 1-2=136, 3.4=-10 Horz: 1-2.-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-136, 3-4=-10 Harz: 1-2=-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-83, 3d=-20 Horz: 1-2=53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 3x6 II CSI DEFL In Qoc) Well L/d TC 0.13 Vert(LL) -0.00 8 >999 360 BC 0.17 Vert(TL) -0.00 8 >999 240 WB 0.00 Horz(TL) -0.00 2 n/a n/a Uniform Loads (pill Vert: 1-2.-a3, 34.-20 Harz: 1-2-M 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Leads (pill Vert: 1-2=58, 3-4.-10 Horz: 1-2=-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pill Vert: 1.2.40, 3-4-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Invease=1.33 Uniform Loads (plf) Vert: 1-2.10. 3-4=-20 Horz: 1-2=-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-8, 3.4=-20 Horz: 1-2-22 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pll) Veit: 1-2.58,3-4.-10 Horz: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pill Vert: 1-2.33, 3-4.-1a Horz: 1-2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-2.68, 3.4=-10 Harz: 1-2-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=33, 3-4=-10 Horz: 1-2-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf Vert: 1-2-10, 3-4.-20 Horz: 1.2- 40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-15, 3.4.-20 Horz: 1-2=-15 18) Uve Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2=-30, 3.4.-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1-2=-100, 3-4 -35 Horz: 1-2-40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) ,Vert:1-2-100, 3-4.-35 Horz: 1-2.40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, plate Increase=1.33 Uniform Loads (pill Vert: 1-2=-30, 34.-35 Horz: 1-2=-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.-43, 34=-35 Harz: 1.2=-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pIQ Scale . 1:8.6 PLATES GRIP MT20 244/190 Vert: 1-2.-30, 3-4.-35 Horz: 1-2-30 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Invease.1.33, Plate Increase=1.33 Uniform Leads (p0) Vert: 1-2.49, 3-4 -35 Harz: 1-2.-11 3x6 II LOADING (psf) SPACING 2-0-0 CSI DER In Qoc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.32 Vert(LL) 0.02 3-8 >999 360 MT20 2441180 TCDL 15.0 Lumber Increase 1.25 BC 0.37 Vert(rL) -0.01 3-8 >999 240 BCLL 10.0 • Rep Stress Ina YES WB 0.00 Horz(rL) -0.01 2 n/a n/a BCDL' 10.0 Code FRC20t0/1P12007 (Matrix -MI) Weight: 13 lb FT-0% LUMBER TOP CHORD 2x4 SP N0 .3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - -- ----- ------ - TOP CHORD Structural wood sheathing directly applied or 3-9-8 0o pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc tracing. MiTek recommends that Stabilizers and required sass bracing be Installed curio truss erection In accordance eith Stabilizer Installation aulde. REACTIONB Qb/size) 2 71IMechan1cal 3 52IMechanical . 1 =10.8-0 (min. 0-1-8) Max Horz 1 84(LC 8) Max Uplift 2 = -70(LC 8) 3 = -11(LC 8) 1 -97(LC 8) Max Grav 2 77(LC 2) 3 52(LC 1) 1 231(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL.S.Opsf; BCDL=S.Opsf; h.15ft; Cat. II; Exp D; Encl., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 10.0pst 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. 10.0psf. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 3, 1. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-60, 3-4.-35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) . Vert: 1-2=-70, 3-4.-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2=-30, 3-0.-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (all) Vert: 1-2.136,34=-10 Horz: 1-2.-146 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.136,3-4.-10 Horz: 1.2=-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.-83,3-4.-20 Horz: 1.2=53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) _ Vert:1-2�W,3.4-20 Horz: 1-2-M 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.58, 3.4=-10 Horz: 1-2-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase-1.33 Uniform Leads (pit) Vert: 1.2-40, 3-4-10 Horz: 1-2-50 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase-1.33 'Uniform Loads (plf) Vert: 1-2.10, 3-4.-20 Horz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads PI) Vert: 1-2-8, 3.4-20 Harz: 1-2-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2d8, 3-4.-10 Horz: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plt) Vert: 1-2.3, 3-4.-10 Horz: 1-2. 43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.58,3.4=-10 Horz: 1-2-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33,3.4.-10 Horz: 1-2-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2-10, 3-4-20 Horz: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Leads (plf) Vert: 1-2-15, 3-4 -20 Horz: 1-2- 15 18) Uve Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2=-30,34.-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-35 Horz: 1-2=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2r100, 3-4.-35 Horz: 1-2-40 21) MWFRS Wind Left Positive + Regular: Lumber Increasa.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-30, 3.4-35 Horz: 1-2= 30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.43, 3-4.-35 Horz: 1-2-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Scale = 1:9.8 Vert: 1.2-30, 3-4=-35 Hors: 1-2-30 - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-49, 34=-35 Harz: 1.2.-11 CJC7 IJACK-OPEN TRUSS I I 1 I A01 LOADING (pan I SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Incr YES LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-1.0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed durin truss erection In accordance with Stabilizer Installation riulds. REACTIONS pla/size) 1 4 Max Horz 49/Mechanical 51/Mechanicai 1 = Max Uplift 22(LC 8) 1 = 4 -20(LC 8) -28(LC 8) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 11b) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult.170mph (3-second gust) Vasd=132mph; TCDL.5.Opsf; BCDLd.OpsF h.15ft; Cat II; Exp D; Encl., GCpI-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrem with any other live loads. 4)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fltbetween the bottom chord and any other members, with BCDL - I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joints) 1, 4. 7)'Seml-rlgld pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-6.-60, 2.6-30, 35-35 2) Regular Only: Lumber Inwease=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-6-70, 2-6=-30, 3-5=-20 3) IBC BC Live: Lumber Increase.125, Plate Inwease=1.25 Uniform Loads (pin Vert: 1-2=-30, 3-5=-40 4) C-C Wind: Lumber Inwease=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6-136, 2.6-10, 3-5..10 Horz: 1-6.-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6.136, 2-6.122, 3-5-10 Horz: 1-6— 145, 2-6-132 6) C-C Wind Positive: Lumber Increase.1.33, Plate Inwease=1.33 Uniform Loads (pin Vert: 1-6=-83, 2.6.-30,3-5--20 Horz: 1-6-M 7) 2nd C-C Wind Positive: Lumber Inwease=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6=-83, 2-6.-69, 3-5=-20 Horz: 1.6=53, 2-6.39 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6-58, 2.6.44, 3-5=-10 Horz: 1-6--68, 2-6--54 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Inwease=1.33 110 1-1-0 3.76 12 2x4 = CSI DEFL In (tool Vdefl Ud TO 0.04 VerI LL) -0.00 5 >999 360 BC 0.05 Vert(TL) -0.00 5 >999 240 WB 0.00 1 u,...mI „n,. _._ Uniform Loads (con Vert:1-6-40, 2.6-26. 3-5-10 Harz:1-6.-60, 2-6.-36 10) MWFRS Wind Left Positive: Lumber Maease.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.10, 2-6=24, 3.5= 20 Harz: 1-6.-40, 2-6=-54 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6.-8. 2-6.6, 3-5=-20 Harz: 1.6-22, 2-6.-36 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert:1-6-58, 2-6.44, 3-5-1(3 Harz: 15-68, 2.6-54 13) MWFRS end Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-6.33, 2-5-19, 3-5-10 Horz: 1-6=-43, 2-6=-29 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, plate Increase=1.33 Uniform Loads (pin Vert: 1.6=58, 2-6.44,3-5-10 Horz: 1.6-68. 2-6=-54 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.6=33, 2-6.19, 3-5— 10 Hwz: 1-6=-43, 2-6=-29 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert:1-6=10, 2.6.24. 3-5-20 Harz: 1.6-40, 2-6.-54 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-6=-15, 2-6.-1, 3.5-20 Horz: 1-6-15, 2.6=-29 18) Uve Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert:1-2=-30, 3.5-40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.6=-100, 2-6=-30, 3.5— 35 Harz:1-6=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-6-100, 2-6=-59, 3-5=-35 Horz: 1-6-40. 2-6.29 21) MWFRS Wind Left Positive+ Regular: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1-6=-30, 2.6=10, 3-5.-35 Horz: 1.6-30, 2.6.-40 22) MWFRS Wind Right Positive + Regular: Lumber Inwease-1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-6-44, 2.6.-3, 3-5=-35 Horz:1-6.-16, 2-6.-27 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert:1-6-30, 2-6.10, 3-5-35 Horz: 1-6=.30, 2-6-40 - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, plate Increase=1.33 Uniform Loads (pit) Vert: 1-6-49, 2-6--8, 3-5-35 Harz: 1-6— 11. 2-6--22 PLATES GRIP MT20 244/190 Weight: 3lb FT. O% Scale - 1:5.6 Truss 0-10-8 3x6 11 LOADING (psn SPACING 2-G-0 CSI DEFL In (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plates increase 1.25 TO 0.12 Vert(LL) _0.00 8 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.1: Vert(TLj A.00 8 >999 240 BOLL 10.0 Rep Stress Incr YES WB 0.00 Hom(TL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) _ Weight: ll lb FT-0% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 _ BRACING__ TOPCHORD Structural wood sheathing directly applied or 3-0.0 oc pudlns. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MITek recommends that Stadilzers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation aulde. REACTIONS Qb/size) 2 . 45Mtechanical 3 35/Mechanical 1 199/0-8-8 (min. 0-1-8) Max Hom 1 62(LC 8) Max Uplift 2 -44(LC 8) 3 -11(LC 8) 1 -85(LC 8) Max Grav 2 = 49(LC 2) 3 = 35(LC 1) 1 . 199(LC 1) FORCES Qb) Max. Comp✓Max. Ten. - All forces 250 (Ibj or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-seo6nd gust) Vasd.132mph; TCDL-5.0psF SCOL.5.Opsf; h=15ft; Cat. II; Fxp D; End., GCpl.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconament with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL. 10.Opsf. 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, 3, 1. 7) "Semi -rigid pilchbreaks with fixed heels' Member end fixity model eras used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2r= 60, 3-4.-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-70, 3-4=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-30, 3-4=-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=136, 3-4=-10 Harz:1-2-146 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Wads (pit) Vert: 1-2=136, 3-4=-10 Harz: 1-2.-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-a3, 3-4-20 Harz: 1-2.53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert:.1-2=-B3, 3-4 -20. Harz: 1-2-M 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.58. 3-4.-10 How 1-2.-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2.40, 3-4.-10 Hors: 1-2-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-2.10. 3-4-20 Horz: 1-2.--40 11) MWFRS Wind Right Positive: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.-8, 3-4.-20 Harz: 1.2.-22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=58, 3-4.-10 Hom: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.33, 3-4=-10 Harz: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.58, 3-4.-10 How 1-2.-68 15) MWFRS 41h Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.33, a-4 -10 Harz: 1-2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-10, 341=-20 Hom: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-15, 3.4=-20 Harz: 1-2=-15 18) Uve Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2-30, 3-4.-40 19) GC Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2-100, 3-4.-35 Horz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform_ Loads (pit) Vert: 1.2c100, 34 -35 Harz: 1.2=40 21) MWFRS Wind Left Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-30, 3-4.-35 Hom: 1-2=-30 22) MWFRS Wind Right Positive +Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2.-44, 3-4=-35 Horz: 1-2.-16 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Scale . 1:8.3 Vert: 1.2m-30, 3-4 -35 _Hors: 1-2.-30- - - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-49, 3.4=-35 Horz: 1-2=-11 (:UC3 (Jack -open Truss 11 I 1 I A0109284 Scale . 1:11.1 3x6 11 1 0-10-8 s-0-0 _,FL Plate Offsets OC V1: r1:0-3-3 040-Im r1.0-1-4 1-0-51 ' LOADING (psf) TOLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS! TC DEFL In (loc) Well Ud PLATES GRIP TCDL 15.0 BOLL Lumber Increase 1.25 0.74 BC 0.81 Vert(LL) 0.07 3-8 >895 360 Vert(rL) -0.05 3-8 >999 240 UT20 244/190 10.0 BCDL 10.02007 Rep Stress Ina YES WB 0.00 Hom(rL) -0.02 2 n/a n/a r nuoee Weight: 17 lb FT.0 TOP CHORD 24 SP No.3 SOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 Sp No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Slabllizers and required cross bracing be Installed Burin truss erection in accordance with Stabilizer Installation ulde. REACTIONS Ob/size) 2' 106/Mechanical 3 78M1echanical 1 285/0-8-0 (min. 0-1-8) Max Horz 1 = 105(LC 8) Max Uplift 2 -101(LC 8) 3 -12(LC 8) 1 -122CLC 8) Max Grav 2 = 117(LC 2) 3 78(LC 1) 1 285(LC 1) FORCES (Ib) Max. CompJMax. Ten. - Al forces 250 (Ib) or less except when shovm. NOTES 1) Wind: ASCE 7.10; Vult.170mph (3-second gust) Vasd.132mph; TCDL.5.OpsF BCOL.5.Opsh h.158; Cat 11; Exp D; End., GCoI=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 10.0psf 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, With BCDL. 10.Opst. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding log lb uplift at jolnt(s) 3 except Ot.lb) 2.101. 1.122. 7) "Semi -rigid pitchbreaks Wth fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increass.1.25, Plate Increase=1.25 Uniform Loads (all) Vert: 1-2=-60, 3-4.-35 2) Regular Only: Lumber Increase=1.25, Plate Inaease.1.25 Uniform Loads (do Vert: 1-2.-70, 3-4--20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (do Vert: 1-2..30, 3-0.-40 4) C-C Wind: Lumber Inaease.1.33, Plate Increase.1.33 Uniform Loads (df) Vert: 1.2.136, 3-4=-10 Horz: 1-2.-146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (of) Vert: 1-2.136,3-4.-10 Harz: 1-2.-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-83, 3-4.-20 Harz: 1.2=53 7) 2nd C-C Wind Positive: Lumber Increase=1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1.2=-83, 3.4=-20 Horz: 1-2.53 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2.58, 3-4.-10 Harz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2.40,3-4.-10 Harz: 1-2-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Inaeass.1.33 Uniform Loads (plf) Vert: 1-2-10, 3-4=-20 Harz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-8, 3-4.-20 Horz: 1-2.-22 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.2-5813 -4.-10 Horz: 1.2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.2-33, 3-4=-10 Harz: 1-2-43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=58,3-4=-10 Ham: 1.2-68 15) MWFRS 41h Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert; 1-2=33, 3-4-10 Harz: 1-2.-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2=10, 3-4=-20 Hors: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (of) Vert: 1.2=-15, 3-4.-20 Harz: 1-2.-15 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1.2=-30, 3-4.-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1.2.-100, 3-0-35 Horz: 1-2=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads Coll) Vert: 1-2=-100, 3-4.-35 Harz: 1-2=40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (do Vert:1-2-30, 34=-35 Harz: 1-2-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pi) Vert: 1-2=-44, 3.4.-35 Horz: 1.2=-16 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (Off) Vert: 1-2.-30, 3-0=-35 Horz: 1-2.-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.49, 3-4 -35 Harz: 1.2-11 1-0-0 1-0-0 4.00 12 2x4 = LOADING Ila - SPACING 2-0-0 CSI DER. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber Inaease 1.25 BC 0.04 Vert(TL) -0.00 5 >999 240 BCLL 10.0 • Rep Stress Ina YES WB 0.00 Harz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight: a Ib FT. 0 LUMBER TOP CHORD 2x4 SP N0.3 SOT CHORD 2x4 SP No.3 BRACING TOP CHORD -- - Structural wood sheathing directly applled or 1.0:0 od purling.---- - --- BOTCHORD Rigid ceiling drectly applied or 10-0-0 oc bracing. Murecommends that Stabilizers and required crass bracing be installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS, (Ib/size) ' 1 . 461Mechanical 4 464Nechanical Max Harz 1 22(LC 8) Max Uplift 1 -18(LC 8) 4 -25(LC 8) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult-170mph (3-second gust) Vasd.132mph; TCDLd.Opsh BCDL=5.0psf; h-15ft; Cat. 11; Fxp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedw(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconanrent with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas Where a rectangle 3.6-0 tall by 2-0-0 wide Will fit betmen the bottom chard and any other members, vrith BCDL-10.Opsf. 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) 1, 4. 7) "Semi -rigid pitchbreaks vrith fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-6-60, 2-B.-30, 3-5-35 2) Regular Only: Lumber Increass.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.6=-70, 2-6-30, 3-5=-20 3) IBC BC Live: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ion Vert: 1-2.-30, 3-5-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=136. 2-6-10, 3-5- 10 Horz: 1-6= 146 5) 2nd C-C Wind: Lumber Increass.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-6=136, 2-6=122, 3-5.-10 Harz: 1-6 -146, 2-6-132 6) C-C Wind Positive: Lumber Inaease.1.33, Plate Increase-1.33 „ Uniform Loads (pin Vert: 1-6=-83, 2-6-30, 3-5= 20 Harz: 1-6=53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-6=-83, 2-6= 69, 3-5-20 Horz: 1.6=53, 2-6-39 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=58, 2-6=44, 3-5�10 Ham: 1.6-68, 2-6=-54 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) _ Vert: 1-6=40, 2-6.26, 3.5=-10 Horrz-1.6z:-50, 2-6z-36--- - - -- - - -- - - - 10) MWFRS Wlnd Left Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=10, 2-6=24,3-5.-20 Harz: 1-6- 40, 2-6--54 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pill - Vert: 1-6= 8, 2-6=6, 3-5.-20 Harz: 1-6.-22, 2.6=-36 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6.58, 2.6=44, 3-5-10 Horz: 1.6-08. 2-6-54 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-6=33, 2-6-19, 3-5-10 Horz: 1-6= 43, 2-6-29 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.6.58, 2-6=44,3-5=-10 Horz: 1-6.-68, 2-6=-54 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=33, 2.6=19, 3-5-10 How 1-6-43, 2.6=-29 16) MWFRS tat Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.6=10, 2-6-24, 3-5.-20 Horz: 1.6=-40, 2-6=-54 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.6=-15,2-6-1, 3-5.-20 Harz: 1-6-15, 2-6=-29 18) Live Only: Lumber Increase=1.25, Plate Incease=1.25 Uniform Loads (plf) Vert: 1.2-30, 3-5.-40 19) C-C Wind Positive +Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-6= 100, 2-6.-30, 35= 35 Horz: 1-6=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-6=-100, 2-6-59, 3.5=-35 Harz: 1-6-40, 2-6-29 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pi() Vert: 1.6.-30, 2.6=10, 3-5.-35 Horz: 1-6- 30, 2.6=-40 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-6=-43, 2-6.-3, 3-5=-35 Horz: 1-6=-17, 2-6-27 23) MWFRS 1st Wind Parallel Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-6=-30, 2-6=10, 3-5- 35 Harz: 1-6-30, 2-6.40 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.6-49, 2-6-8, 3-5=-35 Ham: 1.6-11, 2-6-22 Scale - 1 S.6 CJCS AO1O9286 3x6 II 2-1-8 2-1-8 Scale . 1:8.7 Plate Offsets (X VI: f1:0.2-12 0-3.111 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BGB SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Ina YES Cr TO0.18 BC 0.12 WB . 0.00 DEFL In Poo) I/defl Ud VertQ1) -0.00 9 >989 36D Vert(iL) •0.0a 9 >999 240 Horz(TL) -0.00 3 Na Na PLATES GRIP M1T20 244/190 TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING TOPCHORD Structural wood sheathing directly applied or 2-1-8 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required aoss bracing be Installed curio truss erection In accordance with Stabilizer Installation guide. REACTIONS Qbrsize) 1 117/0-8-0 (min. 0.1.8) 3 48/Mechanlcal 4 31/Mechanical Max Hom 1 47(LC 8) Max Uplift 1 = -41(LC 8) 3 = -51(LC 8) 4 -7(LC 8) Max Grav 1 117(LC 1) 3 52(LC 2) 4 31(LC 1) FORCES Qb) Max. CompJMax. Ten. - All farces 250 (lb) or less except when shown. NOTES ' 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.DpsF BCDL.5.0psf; h-15ft; Cat. II; Exp D; Encl., GCO-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit between the bottom chord and any other members, With BCDL =1 O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3-60, 4.5-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-3.-70, 4.5-20 3) IBC BC Uve: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pif) Vert: 1-3.-30, 4-5=-40 4) C-C Wind: Lumber Increase=1,33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3.136, 4.5-10 Horz: 14=-146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.3-136, 4-5-10 Harz: 1-3-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1.3-83, 4-5=-20 Horz: 1-3-W 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-83, 4-5-20 Harz: 1-3.53 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3.58, 4-5-10 Harz: 1-3.-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase.1.33 Uniform Leads (pit) Vert: 1-3.40, 4-5.-10 Harz: 1.3=-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1-3-10,4-5- 20 Harz: 1-3-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-3.-8,4.5=-20 Harz: 1-3-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-3=58, 4-5-10 Harz: 1-3-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.3-33, 4.5=-10 Harz: 1.3=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (of) Vert: 1-3.58,4-5.-10 Harz: 1-3..68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1-3.33,4-5.-10 Harz: 1.3=-48 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3.10, 4-5=-20 Harz: 1-3-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) , Vert: 1-3.-15,4-5=-20 Harz: 1-0-15 - 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3.-30,4-5=-40 19) C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (p0) Vert: 1-3.-100, 4-5-35 Harz: 1-3-40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-100, 4-5.-35 Harz: 1-3.40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-30, 4-5- 35 Harz: 1-3-30 22) MWFRS Wind Flight Positive + Regular: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pill Vert: 1-3.-43, 4-5.-35 - Horz: 1-3=-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (plt) Vert: 1-3- 90, 4-5=-35 Horz: 1-3-30 24).MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3-49, 4.5-35 Harz: 1-3=-11 Sx6 11 3-10.8 3-10.8 3-10-8 LOADING (Pan SPACING 2.O-0 CSI DEFL In (Icc) Vdefl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.04 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.03 34 >999 240 BCLL 10.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.03 2 We n/a BCDL 10.0 Code FRC2010/rPI2007 (Matrix-M) Weight: 12 lb FT.0% LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD- -- - -- - - - - -- - Structural wood sheathing directly applied or 2.2.0 oc pudins, except end verticals BOTCHORD Rigid ceiling directly applied or 10-0-0 oc trading. ' ek recommends that Stabilizers and required am bracing be installed drain truss erection In accordance with Stabilizer Installation aulde. REACTIONS Ph/size) 4 = 174/Mechanical 2 = 105/Mechaniral 3 69/Mechanical Max Harz 4 83(LC 8) Max Uplift 4 -63(LC 8) 2 . -110(LC 8) 3 -2(LC 8) Max Grav 4 174(LC 1) 2 118 LC 2) 3 72(LC 3) FORCES (Ib) Max. CompJMax. Ten. - All faces 2S0 Pb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd.132mph; TCDL=S.Opsf; BC01 S.0psf; h-15ft; Cat. II; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 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. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, With BCDL. 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at jolnt(s) 4, 3 except at -lb) 2.110. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increasa.1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1.2-60, 34=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-70, 34.-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (Pin Vert: 1-2-30, 34.-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1.2.136, 3.4=-10 Harz: 1.2-146 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=136, 3-4=-10 Harz: 1-2=-146 6) C-C Wind Positive: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (an Vert: 1-2-83, 34.-20 Harz: 1-2=53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate increase-1.33 Uniform Loads (pin Vert: 1-2.-83, 34.-20 _ Harz:1-2.53 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2-%, 3-4--10 Hors: 1.2-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=40, 3-4- 10 Horz: 1.2=-50 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increma-1.33 Uniform Loads (pin Vert: 1.2.10, 3-4.-20 Hoe: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (Pin Vert: 1.2-8, 34- 20 Hors: 1.2=-22 12) MWFRS fat Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-%, 34-10 Hors: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33, 3.4=-10 Harz: 1-2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plt) Vert: 1-2=58, 3-4-10 Harz: 1.2=-68 15) MWFRS 4th Wind Parallel: Lumber Increass.1.33, Plate Increase=1.33 Unform Loads (pin Vert: 1.2.33, 3-4-10 Hors: 1-2-43 16) MWFRS let Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.10, 3-4.-20 Harz: 1-2-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-15, 34=-20 Harz: 1-2=-15 18) Live Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-30, 34=-40 18) C-C Wind Festive +Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-100, 34-35 Horz: 1.2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-100, 34-35 Harz: 1-2.40 21) MWFRS Wind Left Positive + Regular. Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.-30, 34- 35 Harz: 1-2=-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2.-43, 34-35 Harz: 1.2=-17 E3) MWFRS 1st Wind Parallel Positive + Regular. Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Scale = 1:11.7 Vert: 1.2.-30, 34= 35 .Hors: 1-2.-31) - - - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=f.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.49, 34.-35 Harz: 1-2=-11 55249 lHr,4 IRAFTERTRUSS I» I t I A0109288 -- 2-9-5 LOADING (psf) SPACING 2-0-0 CS] DEFL In Coo) I/defl L/d TCI, 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.02 1.2 >999 240 TCDL 15.0 Lumber Increase 1.25 BC 0.00 Vert(FL) -0.01 1-2 >999 240 BC LL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BC DL 10.0 Code FRC2010frP12007 (Matrix-M) LUMBER TOP CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc pudins. BOT CHORD Structural wood sheathing directly applied. .Tek rewmmends that Stabilizers and required cross bracing be Installed Burin truss erection, In accordance with Stabilizer Installs on quide. REACTIONS Qb/size) 1 - 80/Mechanical 2 80/Mechanical Max Horz 1 • -SE(LC 9) Max Uplift 1 = -98(LC 8) 2 -112(LC 9) Max Grav 1 - 93(LC 2) 2 - 93(LC 2) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd-132mph; TCOL=S.Opsf; BCDL.S.(Ipsf; h-25ft; Cat. II; Exp C; End., GCpI.0.1 S; MWFRS (envelope) gable end zone and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 2) • This truss has been designed for a live load of 20.Opsf an 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. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1 except Qt=lb) 2-112. 5) "Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2--60 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1.2=-70 3) IBC BC Live: Lumber Increase=0.90, Plate Inaease4.90 Pit. meta1.0.90 Uniform Loads (pin Vert: 1-2--30 4) C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=124 Horz: 1-2.134 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1-2-124 Horz: 1.2.134 6) C-C Wind Positive: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2--79 Horz: 1-2=-49 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.-79 Horz: 1-2=49 8) MWFRS Wind Left: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2=47 Horz: 1-2-57 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=78 _ Horz: 1.2=89 10) MWFRS Wind Left Positive: Lumber Inaease=1.33, Rate Increase.1.33 Uniform Loads (piq Vert:1-2.1 Horz: 1-2-31 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate'lncrease.1.33 Uniform Loads (pit) Vert: 1-2-33 Horz: 1-2.0 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2.41 Horz: 1-2-51 13) MWFRS 2nd Wind Parallel: Lumber Inaease.1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1-2.79 Horz: 1-2-89 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1.2-41 Horz: 1-2=51 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2=79 Harz: 1-2=89 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2--5 Horz: 1.2-25 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Inaaase=1.33 Uniform Loads (pg) Vert: 1.2 93 Horz: 1-2=63 18) Live Only: Lumber Increass.0.90, Plate Inaease=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1.2--30 19) C-C Wind Positive+ Regular: Lumber Inaeass.1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1.2.-96 Horz: 1-2.-36 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) ' Vert: 1-2--96 Horz: 1-2.-36 21) MWFRS Wind Left Positive + Regular. Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-37 Horz: 1-2-23 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (of) Vert: 1-2-12 Horz: 1-2.48 23) MWFRS 1d Wind Parallel Positive + Regular: Lumber Inaease.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert:1-2=-41 Horz: 1-2.19 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=-12 Horz: 1-2.48 PLATES GRIP Weight: 4lb FT-0% Scale -1:6.9 Diagonal Hip Girder 3x6 11 MT 3-2-0 5-8-7 3-2-0 2-6-7 LOADING (psf) SPACING 2.0-0 CSI OEFL In Qoc) Well Ud PLATES GRIP TCU. 20.0 Plates Increase 1.25 TC 0.47 Vert(L-) 0.05 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 7.25 BC 0.37 Vert(rL) -0.08 3-8 >797 240 BCLL 10.0 ' Rep Stress Ina NO WB 0.00 Hoa(rL) 0.02 2 n/a rda BCDL 10.0 Code FRC2010/rPI2007 (Matrix-M) Weight: 19 lb FT.O% LUMBER TOP CHORD ZA SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 - BRACING - - - - -- - --- -- - - --- TOPCHORD Structural wood sheathing drecly applied or 5-8-7 ac pudins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed dunn truss erection In accordance with Stabilizer installation aulde. REACTIONS 'We"" 2 = 134/Mechanlcal 3 101/Mechanical 1 331/0-9-4 (min. 0-1-8) Max Harz 1 110(LC 4) Mex Uplift 2 -123(LC 4) 3 = -20(LC 4) 1 -180(LC 4) me"Grav 2 144(LC 2) 3 101(LC 1) 1 = 331(LC 1) FORCES Qb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shorn. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd-132mph; TCDL-5.0psf; BCDL.S.Opel; h-15ft; Cat II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. 4)' This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL. 10.Opsf. 5) Refer to glyder(s) for trues to truss connections. 6) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except at -lb) 2.123, 1.180: 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s) B lb dove and 73 Ib up at 1-10-13, and 20 Ib dove and 8816 up at 3-5-15 on top chord, and 4lb down and 341b up at 1-2-3, and 22 lb down and 25 lb up at 3-5-15 on bottom chard. The design/selec ion of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (3). LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-2.-60,3-4=-35 Concentrated Loads Qb) Vert: 6=9(B) 7.3(F) 9.-20(B) 10-22(B) 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-70, 3-0.-20 Concentrated Loads Qb) Vert: 6=-4(8) 7.13(F) 9-1 S(B) 10-22(B) 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2.-30,3-4=40 Concentrated Loads Qb) Vert: 6.21(B) 7=-8(F) 9-76(B) 10= 16(B) 4) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-58,3-40-10 1.2cfi8 Concentrated toads Pb) Vert: 6.24(B) 7-0(F) 8.15(B)10-15(B) 5) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (NQ Vert: 1.2-39,34=-10 Harz: 1-2=-49 Concentrated Loads Qb) Vert: 6.24(B) 7.19(F)9.34(B) 10.15(B) 6) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-10, 3-4=-20 Harz: 1-2.-40 Concentrated Loads Qb) Vert: 6.34(B) 7=48(F) 9-63(B) 10=25(B) 7) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-9, 3-4-20 Ham: 1-2.-21 Concentrated Loads Qb) Vert: 6.34(B) 7.66(F) 9.a2(3) 10=25(B) 8) MWFRS let Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 3-4.-10 Harz: 1-2.-68 Concentrated Loads (1b) Vert: 6=24(B) 7-0(F) 9=15(B) 10-15(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2=33, 3-4=-10 Ham: 1-2-43 Concentrated Loads Qb) Vert: 6=24(B) 7=25(F) 9=.40(B) 10=15(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (a0 Vert: 1-2=58,3-4=-10 Harz: 1-2.-68 Concentrated Loads Qb) Vert: 6=24(B) 7=-0(F) 9.15(B) 10.1s(B) 11) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2-33, 3-4=-10 Ham: 1-2.-43 Concentrated Loads Qb) Vert: 6.24(B) 7.25(F) 9=40(B)10.15(8) 12) MWFRS tat Wind Parallel Positive: Lumber increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.10. 3-4.-20 Harz: 1.2.-40 Concentrated Loads (1b) Vert: 6=34(B) 7.48(F) 9=63(3)10=25(B) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-15,34.-20 Ham: 1-2-15 Concentrated Loads Qb) Vert: 6=34(B)7=73(F)9-88(B)10.25(B) 14) Uve Only: Lumber Increase=l.2$ Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.30,3-4.-40 Concentrated Loads Qb) Vert: 6.21(B) 7.-e(F) e=-16(B)10--16(13) 15) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Scale - 1:11.5 Vert: 1-2--30, 3-4- 35 Ham: 1-2-30 - - - - Concentrated Loads Qb) Vert: 6.29(B) 7.41(F) 9.51 (B) 10-20(B) 16) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.-44, 3-4-35 Ham: 1.2.-16 Concentrated Loads Qb) Vert: 6=29(8) 7-5(F) 9.65(B) 10.20(B) 17) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pig Vert: 1-2.-30, 3-4.-35 Harz: 1-2.-30 Concentrated Loads Qb) Vert: 6.29(B) 7.41(F) 9--51(B) 10=20(B) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2--49, 3-4-35 Harz: 1-2-11 Concentrated Loads Qb) Vert: 6=29(B)7=59(F)9=70(B) 10.20(B) Diagonal Hip Girder A0109291 LOADING (pan SPACING 2-0-0 TCLL 201.0 Plates Increase 1.25 TCDL 15.0 - Lumber Increase 1.25 BCLL 10.0 ' Reo Stress Ina NO LUMBER TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4.3-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Zt Tel, recommends that Stabilizers and required cross bracing be Installed Burin russ erection In accordance with Stabilizer Installation oulde. REACRONS Qb/size) 2 = 155rMechanical 3 • III/Mechanical 1 2SSM-8-2 (min.0-1-8) Max Harz 1 94(LC 4) Max Uplift 2 -161(LC 4) 3 . -23(LC 4) 1 -108(LC 4) Max Grav 2 172(LC 2) 3 111(LC 1) 1 . 255(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vull=170mph (3-second gust) Vasd.132mph; TCDL-5.OpsF BCDL.S.OpsF h-15ft; Cat 11; Exp D; End., GCpi.0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL.1.33 plate gdp DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcument With any other live loads. 4)' This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3.6-0 tell by 2.0-0 wide WIII fit between the bottom chord and any other members, With BCDL =10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at)dnt(s) 3 except Qt.lb) 2.161, 1.108. 7)'Seml-rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77Ib down and 78 lb up at 4.3-2 on top chord, and 48 lb down and 12 Ib up at 4-3-2 on bottom chord. The design/selection of such connection device(s) Is the responsibility, of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2.-60, 3.4=-35 Concentrated Loads Qb) Vert: 2=-69(8) 3.-48(B) 2) Regular Only: Lumber Increase.1.25, Plate Inaease.1.25 Uniform toads (pin Vert: 1-2.-70, 3-4=-20 Concentrated Loads Qb) Vert: 2.-77(B) 3.-33(B) 3) IBC BC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2.-30, 3-4.-40 Concentrated Loads Qb) Vert: 2=-38(B)3--48(B) 4) MWFRS Wind Left: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (pit) 3x6 II 4-3-14 Cat DEFL in Qoc) Wall L/d TO 0.17 Vert(LL) -0.01 3.8 >999 360 BC 0.15 Vert(TL) -0.02 3-8 >999 240 WB 0.00 HOrz(TL) 0.00 2 n/a n/a Vert: 1.2=58, 3-4 -10 Harz: 1-2--68 Concentrated Loads (1b) Vert: 2=78(B) 3=12(B) 5) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.40, 3.4.-10 Horz: 1-2-50 Concentrated Loads Qb) Vert: 2-78(B)3.12(B) 6) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plo Vert:1-2.10, 3.4=-20 Harz: 1-2.-40 Concentrated Loads Qb) Vert: 2.78(B)3=12(8) 7) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-8, 3.4=-20 Harz: 1.2--22 Concentrated Loads Qb) Vert: 2=78(B)3.12(9) 8) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1.2=58, 3-4.-10 Horz: 1.2.-68 Concentrated Loads Qb) Vert: 2.78(B) 3.12(B) 9) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2=33, 3-4.-10 Horz: 1.2--43 Concentrated Loads Qb) Vert: 2-78(B)3.12(8) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (calf) Vert: 1.2a58, 3-4=-10 Horz: 1.2=-68 Concentrated Loads Qb) Vert: 2=78(B) 3=12(B) 11) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2.33, 3-4.-10 Horz: 1-2=-43 Concentrated Loads Qb) Vert: 2=78(B)3=12(B) 12) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-10. 3-4.-20 Horz: 1-2=-40 Concentrated Loads Qb) Vert: 2=78(B)3-12(8) 13) MIWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate hcrease.1.33 Unifom Loads (pin Vert: 1-2-15, 3-4--20 Horz: 1-2.-15 Concentrated Loads Qb) Vert: 2.78(B)3=12(8) 14) Live Only: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2=-30, 3.4=-40 Concentrated Loads Qb) Vert: 2-38(B) 3-48(B) 15) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plo Scale. 1:10.5 PLATES GRIP MT20 2441190 Vert: 1-2--30,3.4.-35 Harz: 1-2=-30 Concentrated Loads Qb) Vert: 2.55(B) 3.6(8) 16) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (calf) Vert: 1-2.-43, 3-4.-35 Horz: 1-2.-17 Concentrated Loads Qb) Vert: 2=55(B) 3.6(B) 17) MWFRS 1at Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (calf) Vert: 1-2.-30, 3-4.-35 Horz: 1.2.-30 Concentrated Loads Qb) Vert: 2.55(B) 3.6(B) 18) MWFRS lid Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1.2.-49, 3.4--35 Horz: 1-2-11 Concentrated Loads Qb) Vert: 2.55(B) 3.6(B) 2-9-14 4-11-11 2-9-14 2-1-13 3x6 II 1-0-7 1-5-5 4-11-11 LOADING (psf) SPACING 2-0-0 CSI OEFL in Qoc) Udell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) 0.01 3-8 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.11 Vert(m) -0.01 3-8 >999 240 BCLL 10.0 • Rep Stress Inv NO WE 0.00 Horz(rL) -0.00 2 n/a n/a BCDL 10.0 Code FRC2010/rPI2007 (Matrix-M) Weight: 17 lb FT.O% LUMBER TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING -- -- ---- — - - -" - TOPCHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOTCHORD Rigid calling directly applied or 10-M oc bracing. MiTak recommends that Stabilizers and required cross bracing be installed durin Wss erectlon in accordance with Stabilizer Installation guide. REACTIONS Qbrsize) 2 69/Mechanical 3 48IMechanlcal 1 23WD-9.11 (min.0-1-8) Max Harz 1 91(LC 4) Max Uplift 2 -78(LC 4) 3 -12(LC 4) 1 -118(LC 4) Max Grav 2 = 77(LC 2) 3 48(LC 3) 1 238(LC 1) FORCES Qb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph.(3-second gust) Vasd=132mph; TCDL-5.0psf; BCDL=S.OpsF h.15ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumem With any other live loads. 4) • Thistruss has been designed for a live load or 10.0psf on the bottom chord in all areas Mere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL-10.Opsf. 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, 3 except Qt=Ib) 1.118. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 32 lb down and 46 to up at 2-11-0, and 32lb down and 46 Ito up at 2-11.0 on top chord, and 29 Ib up at 2-11-0, and 2g Ib up at 2.11-0 on bottom chord. The design/selecion of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). LOAD CASES) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-60, 3-4-35 Concentrated Loads Qb) Vert: 9=76(F-38, B=38) 10.36(F=18, B-18) 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2--70,3.4— 20 Concentrated Loads Qb) Vert: 9=92(F-46, B=46) 1(3=14(F-7, B-7) 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2-30, 3-4-40 Concentrated Loads Qb) Vert: 9.34(F=17, B=17) 10=48(F-24, B.24) 4) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2-58, 3-4=-10 Horz: 1-2-68 Concentrated Loads (lb) Vert: 9.-64(F-32, B.-32) 10.38(F.19, B.19) 5) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2.39,3-4=-10 Harz: 1-2.-49 Concentrated Loads Qb) Vert: 9-26(F=-13, B=-13) 10=38(F=19, B=19) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-2.10, 3-4=-20 Harz: 1-2-40 Concentrated Loads (Ib) Vert: 9.32(F.16, 8.16) 10.58(F.29, B.29) 7) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-8, 3-4=-20 Harz: 1-2-21 Concentrated Loads Pb) Vert: 9-70(F-35, B-35) 10=58(F=29, B-29) 8) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-58, 3-4--10 Ham: 1-2-68 Concentrated Loads Qb) Vert: 9.-64(F-32, B.-32) 10.38(F.19, B-19) 9) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.33, 3-4=-10 Horz: 1-2- 43 Concentrated Loads (lb) Vert: 9-14(F.-7, B.-7) 10.38(F=19, B=19) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=58, 3-4=-10 Horz: 1.2--68 Concentrated Loads Qb) Vert: 9-64(F=-32, B=-32) 10-38(F=19, B=19) 11) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.33, 3.4=-10 Horz: 1.2=-43 Concentrated Loads Qb) Vert: 9— 14(F-7, B-7) 10.38(F.19, 8.19) 12) MWFRS tat Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10, 3-4-20 Horz: 1-2=-40 Concentrated Loads Qb) Vert: 9=32(F.16, B=16) 10=58(F=29, 8.29) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15,34=-20 Horz: 1.2.-15 Concentrated Loads Qb) Vert: 9=82(F=41, 8.41) 10.%(F.29, 8=29) 14) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.-30, 3-4=-40 Concentrated Loads Qb) Vert: 9.34(F.17, B-17) 10=48(F=24, B.24) 15) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Scale - 1:10.3 Vert: 1-2.-30, 3-4.-35 -Horn: 1.2-30- - - - Concentrated Loads Qb) Vert: 9=37(F=18, B-18) 10-51(F-26, B=26) 16) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-44, 3-4=-35 Ham: 1-2=-16 Concentrated Loads Qb) Vert: 9-65(F=33, B-33) 10.51(F-26, 8.26) 17) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2--30, 341=-35 Horz: 1-2-30 Concentrated Loads Qb) Vert: 9=37(F-18, B-18) 10=51(F-26, B=26) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2- 49, 3.4=-35 Horz: 1-2.-11 Concentrated Loads Pb) Vert: 9=74(F-37, B-37) 10-51(F.26, B=26) Hip Girder A0109289 LOADING (psF) - SPACING 2-0-0 TCLL 20.0 Plates Increase 1.26 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress Ina NO LUMBER TOP CHORD 2x4 SP N0 .3 - BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-0-3 oc purilns. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection In accordance with Stabilizer Installation guide. REAC IONS QlVslze) 2 76/Mechanical 3 = 56/Mechenlcal 1 24310-8-5 (min. 0-1-8) Max Harz 1 86(LC 8) Max Uplift 2 = -74(LC 8) 3 = .-it(LC 8) 1 -103(LC 8) Max Grav 2 = 83(LC 2) 3 = 56(LC 1) 1 243(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCD1.-5.0psf; BCDL-5.Opsf; h-15ft; Cat 11; Exp D; End., GCpI-D.1e; MWFRS (envelope) and GC Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 10.(Ipsf 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 - 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 3 except at -lb) 1.103. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2--60, 3-4-35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2--70, 3-0.-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2--30, 3-4-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (all) Vert: 1-2-136,34.4a Harz: 1-2--146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.136, 3-4.-10 Hoe: 1.2--146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--83, 3<=20 Horz: 1.2.53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 3x6 II 4-0-3 CSI DEFL In Qoc) Vde11 L/d TC 0.43 Vert(LL) 0.02 3.8 >999 360 BC 0.47 Vert(TL) 0.02 a-8 >999 240 WS 0.00 Horz(TL) -0.01 2 n/a n/a Uniform Loads (plf) Vert: 1-2--83, 3-0.-20 Horz: 1-2.53 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2-58, 3-4.-10 Harz: 1-2--68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 UNform Loads (pIQ Vert: 1.2-40, 3-4.-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.10, 3.4--20 Harz: 1-2--40 11) MWFRS Wind Right Positive : Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (Pif) Vert: 1-2--8,3-4.-20 Horz: 1-2.-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-58,3-4--10 Herz: 1-2--68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-2-33. 34--10 Herz: 1.2--43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-58, 3.4--10 Harz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Leads (plf) Vert: 1-2-33,3.4--10 Herz: 1-2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10,3-4--20 Harz: 1-2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Inaesse=1.33 Uniform Loads (plf) - Vert:1-2.-15.3.4--20 Harz: 1.2--15 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2--30, 34--40 19) GC Wind Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--100, 3-4--35 Horz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--100, 3.4--35 Harz: 1-2.40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pl1) Vert: 1-2.-30, 3-4.-35 Harz: 1-2--30 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 - Uniform Loads (plf) Vert: 1-2--43, 3-4--35 Horz: 1-2--17 23) MWFR51st Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) PLATES GRIP MT20 244/190 0% Scale - 19.9 Vert: 1-2--30, 34=-35 Horz: 1-2--30 24) MWFRS aid Wind Parallel Positive +Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-49, 3-4=-35 Harz: 1.2=-11 �rx,� Hype r,r � HJA Diagonal Hip Girder i 1 A0109293 1-6-2 1-6-2 LOADING(psf) SPACING 2.0.0 CSI DEFL In (loc) I/dell L/d PLATES - GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) 0.00 6 n/r 120 M1T20 244/190 TCDL 15'0 Lumber Increase 1.25 BC 0.42 Vert(rL) -0.01 6 ntr 120 BCLL 10.0 ' Rep Stress Ind NO WB 0.00 Horz(rL) 0.02 2 We n/a BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight: 5lb FT=0% LUMBER TOP CHORD 2x4 SP No.3 GOT CHORD 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing tiredly applied or 1-6-2 oc pudlns. _BOT.CHORD.---- - - - - - -- - - - - - - Rlgidceiling directly applied or 10.0.0 oc bracing. MiTe recommends that Stabilizers and required cross bracing be Installed I during truss erection, In accordance Wth Stabilizer Installation guide. - REACTIONS 111size) 3 1114/ . (min. 0.1-8) 2 37/Mechanical Max Harz 3 24(LC 8) Max Uplift 3 -101(LC 8) 2 -38(LC 8) FORCES (Ib) Max. CompJMax. Ten. - All forces 25D (Ib) or less except when shown. TOPCHORD 1-2-71 PJ335 BOTCHORD 1-3-356l775 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL S.Opsf; SC13L.4.0psf; h=15ft; Cat 11; Exp D; End., GCpi.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked far a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 10.0psi 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 - 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1011 lb uplift at joint(s) 2 except at -lb) 3.101. 7)'Seml-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2r60, 3-4-35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2-70, 3-4 -20 3) IBC BC Uve: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2.-30, 3-4-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.136, 3-4.122 Harz: 1-2.-M 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-136,3-4=122 Horz: 1-2-146 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-83, 3-4.3 Horz: 1.2-53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.-83, 3.4.3 Horz: 1-2=53 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1.2.58, 3-4.36 Harz: 1-2.-68 8) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase=1.33. -Uniform Loads (plf)- Vert: 1.2-37. 3.4--10 Horz: 1.2e-47 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pli) Vert: 1-2-10, 3.4=26 Harz: 1.2-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2.-11, 3-4-20 Horz: 1.2-19 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 3-4.-10 Hart: 1.2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=33, 3-4-10 Horz: 1.2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58, 3-4-10 Horz: 1.2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-2=33, 3.4-10 Horz: 1.2-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.10, 3.4.-20 Horz: 1.2.-40 17) MVIFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=-15, 3-4-20 Horz: 1.2=-15 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-30, 3.4-- 40 19) C-C Wind Positive+ Regular: Lumbar Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--100, 3-4-18 Horz: 1.2=40 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Leads (pit) Vert: 1-2-100, 34-18 Horz: 1-2-40 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2.30, 3-4-0 Horz: 1.2.30 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2=45, 3-4-35 Horz: 1-2=-15 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-2=30, 3-4= 35 Horz: 1.2-20 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-49; 3-4.-35 Horz: 1.2.-11 - Scale . 1 S.6 I55249 I HJBI I Diagonal Hip Girder 11 I 1 I A0109294I 3x8 II LOADING (psi) I SPACING 2-0-0 TCLL 20,0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Inv NO LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-11-9 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required moss bracing be installed Burin truss erection In accordance Wth Stabilizer Installation cuid.. REACTIONS (Ibrsize) 2 • 107/Mechanical 3 83/Merhanical 342/0.11-7 (min. 0-1-8) Max Harz I - 92(LC 4) Max Uplift 2 = -102(LC 4) 3 _ -28(LC 4) 1 = -169(LC 4) Max Grav 2 = 114(LC 2) 3 83(LC 1) 1 • 342(LC 1) FORCES (1b) Max. CompJMax. Ten. - All forces 250 (1b) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL-5.Opsf; BCDL-5.0psh h.15ft; Cat II; Exp D; Encl., GCpl.0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.33 plate gdp DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psr bottom chard live load nonconcurrent with any other live loads 4)' This truss has been designed for a live load of 10.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 my other members, with BCDL-10.Opsf. ' 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical mnnecdon (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 3 except Qt=Ib) 2.102, 1.169. 7)'Seml-rigid pitrhbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13lb down and 60 Ib up at 4-1-15, and 11 Ih dawn and 62 lb up at 4-3.15 on top chord, and 7lb down and 31 lb up at 4-1-15, and 6 lb dawn and 30 lb up at 4-3-15 on bottom chard. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1)'Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads'(plf) Vert: 1.2=-60, 34=-35 Concentrated Loads (Ib) Vert: 9.29(F.15, 8=14) 10-1(F-0, 13=0) 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2.-70, 34-20 Concentrated Loads i1b) Vert: 9.41(F.21, 8=20) 10=-13(F-7, 8=-6) 3) IBC BC Uve: Lumber increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-30, 34=-40 Concentrated Loads Qb) Vert: 8=6(F.3, B.3) 10.15(F.8, 8.8) 4) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 ID:aGfLJS52jE2VLy9t8ggfXxy7rnAE- -9 ' CS] DEFIL In Qoc) Well Ud TO 0.21 Vert(LL) 0.05 3-8 >999 360 SC O.Z7 Vert(rL) -0.06 3-8 >999 240 WB 0.00 Hom(TL) 0.01 2 n/a n/a Uniform Loads (plf) Vert: 1-2.58,3-4--10 14 rz 1-2: 68 Concentrated Loads pb) Vert: 9=-24(F=-13, 8=-11) 10=41(F-21, B=20) 5) MWFRS Wind Right: Lumber Invease.1.33, Plate Invesse.1.33 Uniform Leads (Plo Vert:1.2-37, 3-4,10 Harz:1-2,47 Concentrated Loads Qb) Vert: 9.17(F-8, B=9) 10=41(F.21, B.20) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1-2-10, 3-4-20 Harz: 1.2=-40 Concentrated Loads Qb) Vert: 9=72(F.35, B-37) 10=61(F-31, B.30) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=-11, 34=-20 Harz: 1-2=-19 Concentrated Loads Qb) Vert: 9.113(F.56, 8.57) 10.61(F=31, B--30) 8) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=58, 3-4-10 Harz:1-2--68 'Concentrated Loads Qb) Vert: 9=-24(F=-13, 8-11) 10-41(F-21, 8=20) 8) MWFRS 2nd Wind Parallel: Lumber Inmease.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2-33,3.4-10 Harz: 1-2=-43 Concentrated Loads (lb) Vert: 9.26(F=12, 8=14) 10=41(F=21, B=20) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pif) Vert:1-2=58, 3-4.-10 Ham: 1-2=-68 Concentrated Loads Qb) Vert: 9=-24(F=-13, B.-it) 10=41(F=21, B-20) 11) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-33, 3-4-10 Hors: 1-2=-43 Concentrated Loads pb) Vert: 9=26(F-12, 8=14) 10.41(F=21, B=20) 12) MWFRS let Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10. 3.4-20 Horz: 1-2-40 Concentrated Loads (Ib) Vert: 9-72(F.35, 8.37) 10-61(F=31, B-30) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-15, 34.-20 Horz: 1.2.-15 Concentrated Loads (Ih) Vert: 9=122(F.60, B.62) 10=61(F=31, 8=30) 14) Uve Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-30, 34.-40 Concentrated Loads (Ib) Vert: 9=6(F-3, B=3) 10=15(F.e, B=8) 15) MWFRS Wind Left Positive +Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Scale = 1:11.0 PLATES GRIP MT20 2441180 Vert: 1-2=-30, 34=-35 Horz: 1-2=-30 Concentrated Loads (Ib) Vert: 9=65(F-32, 8-33) 10-52(F=26, B-26) 16) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.46, 34-35 Harz: 1-2.-14 Concentrated Loads Pb) Vert: 9.95(F.47, 8.48) 10.52(F-26, B.26) 17) MWFRS let Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-30, 34- 35 Harz: 1-2.-30 Concentrated Loads pb) Vert: 9-65(F.32, 8=33) IM2(F=26, 8=26) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-49, 34=-35 Harz: 1-2=-11 Concentrated Loads (lb) Vert: 9=102(F-51, 8=52) 10-52(F=26, B=26) lobs truss type - ury rry Adi HJB2 Diagonal Hip Girder 1 1 3x6 II 0-10-12 LOADING 111, SPACING 2-0.0 CS! DER. in Poe) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.09 3-8 >739 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.65 Vert(rL) •0.07 3.8 >886 240 BC LL 10.0 • Rep Stress Incr NO WB 0.00 Horz(rL) -0.02 2 n/a n/a BC DL 10.0 Code FRC2010,rrP12007 (Matrix-M) Weight: 18lb FT=0% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 - BRACING- ---- - - - - - - TOPCHORD Structural wood sheathing directly applied or 5.6-1 oe pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek oends that Stabilizers and required cross bracing be Installed Burin trurecss armmection In accordance Win Stabilizer Installation guide. REACTIONS Phrsize) 2 = 121/Mechanical 3 87/Mechanical 1 309/043-5 (min. 0-1-8) Max Horz 1 1111 8) Max Uplift 2 _ -116(LC 8) 3 -12(LC 8) 1 -132(LC 8) Max Grav 2 133(LC 2) 3 87(LC 1) 1 - 309(LC 1) FORCES Pb) Max. CompJMax. Ten. - All forces 250 (to) or less except when shown NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd-132mph; TCDL-5.Opst; BCDL-5.0pst h=15ft; Cat 11; Exp D; End., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ,C-C for members and farces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 vAde will fit between the bottom chord and any other members, with BCDL=10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 3 except Pt=lb) 2=116, 1-132. 7)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2=-60, 34 -35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1.2--70,3-4--20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2=-30, 3-4=-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-135, 3-4=-10 Horz: 1-2=-145 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2-135, 3-4=-10 Harz: 1-2-145 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2-82, 3-4=-20 Harz: 1-2=52 7) and C-C Wind Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert;-1-2--82, 3-4=-20. How 1-2-52 8) MWFRS Wind Left-. Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-%, 3-4=-10 Harz: 1.2--68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2-40, 3-4--10 Harz: 1-2=-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert:1-2.10, 3-4-20 Horz: 1-2--40 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2--8,3-4=-20 Horz: 1-2--22 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-58,3.4=-10 Horz: 1-2--68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-33, 3-4= 10 Harz: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=58, 3-4-10 Ham: 1.2=-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2o33, 3-4--10 Horz: 1-2=-43 16) MWFRS let Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2-10,34=-20 Horz: 1-2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--15, 3-0--20 Horz:1-2-15 18) Live Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2-30, 3-4=-40 19) C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plt) Vert: 1-2c99, 3-4- 35 Harz: 1-2-39 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (p0) Vert: 1-2-99, 3-4= 35 Harz: 1-2-39 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2--30, 3-0=35 Harz: 1.2--30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-43, 3-4=-35 Harz: 1.2=-17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Scale: 1'-1' Vert: 1-2-30, 31-35 - Harz: 1.2=-30-- -- - - - - - -- - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-49, 3-4--35 Harz: 1.2=-11 Hip Girder A0109296 3x6 II LOADING (psf) I SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.D ' Rep Stress Ina NO LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEDGE Left: 2x4 SP No.3 - BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purllns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oe bracing. MITek recommends that StaWllzers and required cross bracing be installed during truss erection In accordance Win Stabilizer Installation guide. REACTIONS Qb/size) 2 125/Mechanical 3 = 90/Mechanlcal 1 314/0-8-0 (min. 0-") Max Horz 1 • 125(LC 8) Max Uplift 2 -122(LC 8) 3 • -12(LC 8) 1 • -132(LC 8) Max Grav 2 • 138(LC 2) 3 • 90(LC 1) 1 314(LC 1) FORCES (Ib) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shaven. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd-132mph; TCDL.S.OpsF BCDL-5.0psY h=i5tt; Cat. II; Exp D; End., GCPI=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 Pat bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 10.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, with BCDL-10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except Qt-lb) 2.122. 1-132. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.-60, 3-4r35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2--70, 3-4-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2--30, 34 -40 4) C-C Wind: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-134, 3-4-10 Horz: 1-2--144 5) 2nd C-C.Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1-2-134,3-4--10 Horz: 1.2=-144 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-82, 3-4-20 Horz: 1-2-52 7) 2nd C-C Wind Positive: Lumber Ina ease=1.33, Plate Increase=1.33 CSI DEFL In Poo) Vdefl Vd TC 0.73 Vert(LL) 0.10 3-8 >657 360 BC 0.70 Vert(rL) -O.09 3-8 >785 240 WB 0.00 Horz(TL) -0.02 2 n/a n/a Uniform Loads (plf) Vert: 1-2=-82, 3.4=-20 Horn: 1-2-52 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2-58.3-4.-10 Horz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-40, 3.4--10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10, 3-4.-20 Horz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2--8, 3-4.-20 Horz: 1-2.-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-58,3-4--10 Horz: 1.2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-33, 3-4=-10 Horz: 1-2--43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.58,3-4.-10 Horz: 1-2.-68 15) MWFRS 41h Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1-2.33,3-4.-10 Horz: 1-2.43 16) MWFRS 1st Wind Parallel Positive: Lumber Incre 1.33, plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10, 34--20 Horz: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increass.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=-15,34--20 Ham: 1-2--15 18) Live Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1-2--30, 3-4--40 19) C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pll) - Vert: 1-2.-99, 3-4.-35 Horz: 1-2-39 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plo Vert: 1.2=-99,3-4--35 Horz: 1-2.39 21) MWFRS Wind Left Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plo Vert: 1-2--30, 3-0.-35 Harz: 1-2.-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Ircrease-1.33 Uniform Loads (plf) Vert: 1-2.-43, 3-4.-35 Harz: 1-2--17 23) MWFRS 1st Wind Parallel Positive +Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Scale - 1:12.5 PLATES GRIP MT20 244/190 Vert: 1-2=-30, 3.4r35 Harz: 1-2-30 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2-49, 3-4.-35 Harz: 1.2--11 Diagonal Hip Girder 5-3-6 8-4-11 _ r 5-3-6 3-1-5 3x8 11 1-2-9 , 1-8-6 LOADING (psf) SPACING 2-0-0 CSI DER In (loc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.02 6 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.33 Vert(rL) -0.03 5.6 >999 240 BCLL 10.0 ' Rep Stress [nor NO WB 0.20 Horz(rL) 0.01 5 n/a n/a BCOL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 33 lb FT.OA LUMBER TOP CHORD 2x4 SP No'2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE -Lett: 2x4SPNo.3- - -- - - --- - - -- -- - BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOTCHORD Rigid calling drectly applied or 9-3-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection In accordance Mth Stabilizer Installation guide. ' REACTIONS (Ibrsize, 3 126/Mech.l. 5 334/Mechwlcal 1 472/0-it-10 (min. 0-1-8) Max Horz 1 . 129(LC 4) Max Uplift 3 = -126(LC 4) 5 = -170(LC 4) 1 = -246(LC 4) Max Grav 3 . 141(LC 2) 5 334(LC 1) 1 472(LC 1) FORCES Qb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-6031329, 2-12--575/338 BOT CHORD 1-15.-397/574, 6-15--397/574, 6-16=-397/574, 16-17.-397/574, 5.17a397/574 WEBS 2-5=-622/430 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL.S.Opsf; BCDL=5.opsf; h=15ft; Cal. 11; Exp D; End., GCpi.0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.0p9f. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lbuplift at joint(s) except Qt.Ib) 3-126. 5=170. 1-246. 7)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 14 lb down and 59 lb up at 4-1-Z 7Ib down and 66 lb up at 4-4-8, and 47 lb down and 116lb up at 6.10-0, and 48lb down and 125 to up at 7-3-9 on top chord, and 71h down and 31 lb up at 41-2, 3 lb down and 271b up at 4-4-8. and 43 lb dove and 32lb up at 6-10.0, and 34lb dove and 22lb up at 7-3-9 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3-60, 4-7--35 Concentrated Loads pb) Vert: 12.26(F.12, B-15) 13=-46(B) 14_ 45(F) 15=4(F-4, Br0) 16.43(B) 17.-34(F) 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin __ Vert: 1--3.-70, 47.20 Concentrated Loads (Ib) Vert: 12.39(F.18, B-21) 13.-47(B) 14=-48(F) 15=-10(F=-3, B-7) 16-38(B) 17.-27(F) 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-3.-30, 4-7.-40 Concentrated Loads i1b) Vert: 12.4(F-1, B=3) 13-31(B) 14.-27(F) 15.18(F=10. B=8) 16--34(B) 17-32(F) 4) MWFRS Wind Left Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-58, 47.-10 Horz: 1.3=-68 Concentrated Loads (Ib)' Vert: 12=-21(F.-7, B.-14) 13=43(B) 14=52(F) 15-38(F.17, B.21) 16-22(B) 17-12(F) 5) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-3.37, 47=-10 Horz: 1-3.-47 Concentrated Loads 0b) Vert: 12.20(F.14, 8.7) 13-63(B) 14-72(F) 15.38(F.17, B-21) 16=22(B) 17.12(F) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3.10, 4-7=-20 Horz: 1.9=-40 Concentrated Loads Qb) Vert: 12=75(F-41, B-34) 13-91(B) 14.100(F) 15=58(F-27, B=31) 16.32(B) 17-22(F) 7) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-3.-11, 4-7-20 Horz: 1.3=-19 Concentrated Loads 0b) Vert: 12.116(F-62, B.65) 13.111(B) 14-120(n 15=5B(F=27, B.31) 16-32(B) 17-22(F) 8) MWFRS tat Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.3 58, 47=-10 Harz: 1.3=-68 Concentrated Loads i1b) Vert: 12=-21(F=-7, B=-14) 13=43(B) 14=52(F)15=38(F-17, 13=21) 16.22(B) 17.12(F) 9) MWFRS 2nd Wind Parallel: Lumber Inaease=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.3.33, 4-7-10 Horz: 1-3=-43 Concentrated Loads (Ib) Vert: 12-29(F-18, B=11) 13=68(B) 14=77(F) 15.38(F.17, 8.21) 16=22(B) 17-12(F) 10) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.3=58, 47-10 Horz: 1.3-68 Concentrated Loads (Ib) Vert: 12 21(F=-7, B=-14) 13=43(B) 14=52(F) 15-8(F.17, B=21) 16=22(B) 17-12(F) 11) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.3=33, 4-7=-10 Horz: 1.3=-43 Concentrated Loads Qb) Vert: 12.29(F=18, B.11) 13=68(8) 14=77(F) 15-38(F-17, B-21) 16-22(B) 17-12(F) Scale v 1:15.2 12) MWFRS tat Wind Parallel Positive: Lumber Increase-1.33, Plate Increase=1:33 Uniform Loads (pin Vert: 1-3.10, 4-7=-20 Horz: 1-3.-40 Concentrated Loads i1b) Vert: 12.75(F.41, B-34) 13=91(8) 14=100(F) 15=58(F-27, B-31) 16-32(B) 17-22(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1-3-15, 4.7=-20 Harz: 1-3=-15 Concentrated Loads (Ib) Vert: 12.125(F-66, B-59) 13-116(B) 14.125(F) 15-%(F.27, B.31) 16.32(B) 17.22(F) 14) Live Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3-30, 47=-40 Concentrated Loads 0b) Vert: 12=4(F=l. B-3) 13-31(B) 14.-27(F) 15.18(F.10, B-8) 16.-34(B) 17=-32(F) 15) MWFRS Wind Leff Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-3-30, 4-7-35 Horz: 1-3=-30 ' Concentrated Loads (ib) Vert: 12-67(F.36, B.31) 13.71(8) 14=78(F)15=49(F-23, B=26)16=24(B) 17.17(F) 16) MWFRS Wind Right Positive + Regular: Lumber Inaease-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-3-46, 4.7.-35 Horz: 1.3=-14 Concentrated Loads (lb) Vert: 12.98(F-52, B-46) 13-B6(B) 14=93(F) 15.49(F.23, B.26) 16-24(B) 17.17(F) 17) MWFRS 1st Wind Parallel Positive+Regular: Lumber Increase-1.33, Plate Inaease=1.33 Uniform Loads (pin . Vert: 1-3=-30, 4-7.-35 Horz: 1-3=-30 Concentrated Loads (Ib) Vert: 12.67(F.36, 8=31) 13.71(B) 14.78(F) 15.49(F-23, B.26) 16=24(B) 17.17(F) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.3.-49, 44 -35 Horz: 1.3.-11 Concentrated Loads (Ib) Vert: 12.105(F-55, B-50) 13.90(B) 14=97(F) 15=49(F.23, B-26) 16-24(B) 17-17(F) A0109300 3x6 II LOADING (pall TCLL 20.0 I SPACING 2.0-0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BC LL 10.0 • Rep Stress Ina YES LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or SA-O oc pudlns. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. MRek recommends that Stabllizers and required am bracing be Installed Burin truss erection in accordance Wth Stabilizer Installation guide REACTIONS Qb(size) 2 • 107/Mechanical 3 77/Mechanical 1 285/0.8-0 (min. 0-1-8) Max Horz 1 111(LC 8) Max Uplift 2 • -104(LC 8) 3 -12(LC 8) 1 -120(LC 8) Max Grav 2 117(LC 2) 3 • 77(LC 1) 1 285(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shovm. NOTES 1) Wind: ASCE 7-10; Vuit-170mph (3-second gust) Vasd.132mph; TCDL.S.Opsf; BCDL=5.0psh h-15ft; Cat. II; Exp D; Encl., GCpi.0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 par bottom chord live load nonconcumem with any other live loads. 4) • This truss has been designed far a live load of 10.Opsf on the bottom chord in all areas Mere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL. 10.Opsf. 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 Ib uplift at joint(s) 3 except Qt=Ib) 2.104. 1-120. 7)'Seml-rigid pitchbreaks with fixed heels" Member.end fixity model was used In the analysis and design of this truss. LOAD CASE(S) . 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2.-60,3-4--35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2.-70,3-4.-20 •3) IBC BC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pill Vert: 1-2=-30,34=-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-136,3-4.-10 Horz: 1-2.-146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-2-136, 3.4.-10 Horz: 1.2-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plo Vert:1-2.-83, 3-4-20 Horz: 1.2.53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 C" DEFL In (loc) Well Vd TC 0.79 Vert(LL) 0.07 3-8 :.875 360 BC 0.83 Vart(TL) 0.06 3.8 >999 240 WB 0:00 Horz(TL) -0.02 2 n/a n1a Uniform Loads (pIQ Vert: 1-2.-83,3-4.-20 Harz: 1.2-53 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-2-%, 3-4=-10 Horz: 1.2.-68 9) MWFRS Wind Right: Lumber increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.40, 3-4 -10 Harz: 1-2=-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-2-10, 3.4=-20 Horz: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-8, 3-0-20 Harz: 1.2=-22 12) MWFRS lot Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pil) Vert: 1-2.58, 3-4-10 Harz: 1-2-68 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=33,3.4=-10 Harz: 1.2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.58,3-4=-10 Harz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33, 3.4=-10 Harz: 1.2=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pill Vert: 1-2.10,3-4.-20 Horz: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 _ Uniform Loads (plf) Vert: 1-2.-15,3-4=-20 Horz: 1.2.-15 18) Live Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2.-30,34.-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-100, 3-4 -35 Horz: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pl1) Vert: 1-2=-100, 3-4=-35 Horz: 1-2.40 21) MWFRS Wind Left Positive +Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2.-30,3-4.-35 Hoe: 1-2=-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pll) Vert: 1.2+-43, 3-4=-35 Horz: 1.2.-17 23) MWFRS lot Wind Parallel Positive+ Regular. Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Seale - 1:11.6 PLATES GRIP MT20 244/190 Vert: 1-2=-30, 3-4=-35 Harz: 1.2=-30 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (Wq Vert: 1-2.-49,3-4=-35 Horz: 1-2.-11 3x6 II 4-3-4 5-0-0 , 4-3-4 0-8 12 5-0-0 LOADING (Psi) SPACING 2-0-0 CS! DER. In Qoc) 1/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.03 5.10 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.05 5-10 >999 240 BCLL 10.0 Rep Stress Ina NO WB 0.04 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight: 18lb FT-0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP-No.3 - - -- - - - -- --- - - -- BRACING TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc pur ins. BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed du'rin truss ,ad." ereon In accordance with Stabilizer Installation guide. REACTIONS Qh/size) 3 175(Mechanical 4 . 230/Mechanical 1 295r041.0 (min. 0.1-8) Me"Harz 7 97(LC 4) Max Uplift 3 . -181(LC 4) 4 -120(LC 4) 1 -129(LC 4) Marc Grav 3 = 195(LC 2) 4 230(LC 1) 1 295(LC 1) FORCES Qb) 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 7-10; Vult-170mph (3-second gust) Vasd=132mph; TCDL.5.0psf; BCDL=S.Opsf; h.15ft; Cat II; Exp D; Encl., GCpi.0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water pondng. 4) Plates checked for a plus or minus 0 degree rotation about Its center. 5) This truss has been designed for a I O.D psf bottom chord live load nonconcurrem with any other live loads. 6) • This truss has been designed for a live load of 10.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, with SCDL . I O.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=Ib) 3.181, 4=120, 1-129. 9) "Seml-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1721b dawn and 161 lb up at 4-11-4 on top chord, and 76lb down and 43 lb up at 43-4 on bottom chord. The designfselecton of such connectlan devlce(s) Is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as from IF) or bark (B). LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-2=-60, 2-3.-60, 4-6.-35 Concentrated Loads Qb) Vert: 3r155(F) 5=-76(F) 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-70, 2-3.-70, 4-6.-20 Concentrated Loads Qb) Vert: 3c172(F) 5=-60(F) 3) IBC BC Live: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2.-30, 23c30, 4-6=-40 Concentrated Loads Qb) Vert: 3.-88(F) 5=-68(F) 4) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 _ -Uniform Loads (pif) - - Vert: 1-2.58, 2-3=58, 4-6�-10 Horz: 1.2.-68 Concentrated Loads Qb) Vert: 3.161 IF) 5.33(F) 5) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pll) Vert: 1.2-40, 2.3.58, 46.-10 Horz: 1-2.-50 Concentrated Loads Qb) Vert: 3.161 IF) 5--33(F) 6) U foFRS Wind Left rm Loads (pif) Positive: Lumber Increase-1.33, Plate Increase-1.33 Vert: 1.2-10, 2-3-10, 4-6-20 Horz: 1.2.-40 Concentrated Loads Qb) Vert: 3-161IF) 5.43(F) 7) MWFRS Wind Rigid Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-8, 2-3=10, 4-6.-20 Horz: 1-2-22 Concentrated Loads Qb) Vert: 3.161 IF) 5--Q(F) 8) MWFRS �dWind ' Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform s (plo Vert: 1-2-58, 2.3.33, 4-6-10 Hoa: 1.2=-68 Concentrated Loads Qb) Vert: 3=161(F) 5-33(F) 9) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2-33,2.3.33, 4-6.-10 Horz: 1-2=-43 Concentrated Loads Qb) Vert: 3.161 IF) 5--33((7 10) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2SS8, 2-3=33, "-10 Horz: 1-2=-68 - Concentrated Loads Qb) Vert: 3.161(F) 5=33(F) it) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2.33, 2-3.33, 4-6-10 Hoa: 1.2.-43 Concentrated Loads Qb) Vert: 3=161(F)5.33(F) 12) MWFRS 1st Wind Parallel Positive: Lumberincrease=1.33, Plate Increase=1.33 Uniform Loads (plo Vert: 1.2.10, 2-3- 15, 4-6= 20 Harz: 1-2--40 Concentrated Loads Qb) Vert: 3.161 IF) 5-43(F) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert:1-2-15, 2-3-15, 4-6-20 Hoa: 1.2.-15 Concentrated Loads Qb) Vert: 3.161 IF) 5.43(F) 14) Live Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.2c30, 2-3= 30, 4-6-40 Concentrated Loads Qb) Vert: 3r88(F) 5.-68(F) Scale . 1:10.5 16) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33. _ _ -- Uniform Loads (pif) Vert: 1-2=30, 2.3=-30, 4.6=-35 Horz: 1-2=-30 Concentrated Loads Qb) Vert: 3.82(F) 5=30(F) 16) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert:1-2--43, 2.3.-30, 4-6.-35 Horz: 1-2=-17 Concentrated Loads Qb) Vert: 3=82(F) 5.30(F) 17) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=-30, 2-3-49. 4-6=-35 Horz: 1-2.-30 Concentrated Loads Qb) Vert: 3=82(F)5.30(F) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumbar Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.-49, 2.3-49, 4-6.-35 Horz: 1-2.-11 Concentrated Loads Qb). Vert: 3.82(F) 5=30(F) 19) tat unbalanced Regular: Lumber Increase-1.25, Plate Increase=7.25 Uniform Loads (plf) Vert: 1-2--60, 23-60. 4-6.-35 Concentrated Loads Qb) Vert: 3.-155(F) 5.-76(F) 20) 2nd unbalanced Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3r60, 4-6.-35 Concentrated Loads Qb) Vert: 3-155(F) 5-76(F) 21) 3rd unbalanced Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-70, 23-70, 4-6=-20 Concentrated Loads Qb) Vert: 3 172(F) 5- 60(F) 22) 4th unbalanced Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: 1-2.-30, 2-3.-70, 4-6=-20 Concentrated Loads Qb) - Vert: 3.-172(F) 5.-60(F) Truss A01 0-1 LOADING (psQ I SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 125 BOLL 10.0 Rep Stress Ina YES LUMBER TOP CHORD 2.4 SF No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-11.0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required crass bracing be Installed Burin truss erection in accordance with Stabilizer Installation gulde. REACTIONS phtsize) 2 . 74/Mechanlcal 3 55/Mechanlcal 1 237/0-&0 (min. 0-1-8) Max Harz 1 • 86(LC 8) Max Uplift 2 -73(LC 8) 3 -11(LC 8) 1 -99(LC 8) Max Grav 2 • 82(LC 2) 3 SS(LC 1) 1 237(LC 1) FORCES (Ib) Max. Camp./Max. Ten. - All farces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7.10; Vult=170mph (3-second gust) Vasd.132mph; TCDL.S.Opsf; BCDL-5.0psY h-15ft; Cat. II; Exp D; End., GCpi.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 10.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, with BCDL. 10.Opsf. _ 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb Uplift at)dm(s) 2, 3, 1. 7) "Semi -rigid otchbreaks with fixed heels! Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2--60, 34r35 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2.-70, 34-20 3) IBC BC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1.2=-30, 34.-40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2-136,34.-10 Harz: 1.2.-146 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2.136,3.4=-10 Horz: 1-2.-146 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads(pIQ Vert: 1.2= 113, 34.-20 Horz: 1.2.53 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 3xs II C31 DEFL In floc) I/defl L/d TC 0.36 Vert(LL) 0.02 3-8 >999 360 BC 0.41 Vert(TL) 0.02 3.8 >999 240 WB _ 0.00 Harz(TL) -0.01 2 n/a n/a Uniform Loads (pIQ Vert: 1-2.-83, 34.-20 Harz: 1-2-53 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-S8, 34-10 Harz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.40, 3-4.-10 Hoa:t-2=-50 10) MWFRS Wind. Left Positive: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1.2.10,3.4.-20 Harz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-8, 3-4--20 Harz: 1.2.-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.W, 3-4.-10 Horz: 1-2.-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=33,3-4=-10 Harz: 1-2.43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2-58,34=-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33, 3-4.-10 Horz: 1.2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.10, 3-4.-20 Horz: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increass.1.33 Uniform Loads (pIQ Vert: 1-2=-15, 34=-20 Horz: 1-2.-15 18) Live Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2.-30, 34=-40 19) CC Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-2=-100, 34.-35 Horz: 1.2.40 20) 2nd C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 UNform Loads (plf) Vert: 1-2=-100, 34.-35 Horz: 1-2.40 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=-30, 34.-35 Horz: 1-2-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-2.-43, 34.-35 Horz: 1-2=-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33. Uniform Loads (pIQ Scale . 1:10.0 PLATES GRIP MT20 244/190 Vert: 1.20-30, 3-4 -35 Harz: 1-2-30 24) MWFRS 2nd Wind Parallel Positive+ Regular: Lumber Increase.1.33, plate Increase-1.33 Uniform Loads (pIQ Vert: 1-2-49, 34-35 Harz: 1-2-11 55249 IJ311 G Wack-ODen Truss A0109299 3-11-0 3-11-0 3x6 II LOADING (psf) SPACING 2-0-0 CS] DEFL in Qoc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC Vert(LL) 0.02 3-8 >999 360 MT20 244/190 0.36 TCDL 15.0 Lumbar Increase 1.25 Sc 0.49 Vert(rL) -0.03 3-8 >999 240 BCLL 10.0 Rep Stress Ina NO W S 0.00 Horz(R) 0.01 2 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 (Matdx-M) Weight: 13 lb FT.0% LUMBER TOP CHORD 2x4 SP N0.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 _ BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required am bracing be Installed Burin truss erection In accordance with Stabilizer Installation guide. REACTIONS Qb/size) 2 BlilMechanical 3 . 102/Mechwlcal 1 30SM-8-O (min.0-1-8) Max Horz i 86(LC 4) Max Oft 2 . -85(LC 4) 3 . -36(LC 4) 1 -135(LC 4) Max Grav 2 106(LC 2) 3 102(LC 1) 1 305(LC 1) FORCES Qb) Max. CompJMax. Ten. - All faces 250 Qb) or less except when sham. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL-5.0psF BCDL=S.Opsf; h.15ft; Cat II; Exp D; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus O'degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconanent With any other live loads. 4) • This truss has been designed for a live load of 10.(Ipsf 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. 10.Opsf. 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, 3 except at -lb) 1.135. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufodent to support concentrated load(s) 145lb down and 83 lb up at 2-4-11 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 9) 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) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2-60, 3d=-35 Concentrated Loads Qb) Vert: 9r139(B) 2) Regular Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-70, 3.4=-20 Concentrated Loads Qb) Vert: 9-145(B) 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2.-30, 3-0c40 Concentrated Loads Qb) Vert: 9=-88(B) 4) MWFRS Wind Left: Lumber Increass.1.33, Plate lncrease.1.33 Uniform Loads (plf) Vert: 1-2-58, 3.4=-10 Horz:1.2.-68 -Concentrated Uoads Qb) - - Vert:9-73(8) 5) MWFRS Wind Right: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.40,3-4.-10 Harz: 1-2.-50 Concentrated Loads Qb) Vert: 9.73(B) 6) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2-10, 3-4=-20 Harz: 1-2-40 Concentrated Loads Qb) Vert: 9=83(B) 7) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-8.3-4.-20 , Horz: 1.2=-22 Concentrated Loads Qb) Vert: 9=83(B) 8) MWFRS tat Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plQ Vert: 1-2=58, 3-4=-10 Horz: 1.2=-68 - Concentrated Loads Qb) Vert: 9.73(B) 9) MWFRS 2nd Wind Parallel: Lumbar Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.33, 3-4.-10 Harz: 1-2-43 Concentrated Loads Qb) Vert: 9.73(B) 10) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-58, 3-4r10 Harz: 1.2=-68 Concentrated Loads Qb) Vert: 9=73(B) 11) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=33, 3-4.-10 Horz: 1-2--43 Concentrated Loads Qb) Vert: 9.73(B) 12) MWFRS tat Wind Parallel Positive: Lumber Inaease.1.33, Plate Inaease-1.33 Uniform Loads (pill Vert: 1-2.10, 3-4-20 Horz: 1.2r-40 Concentrated Loads Qb) Vert: 9=83(8) 13) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2=-15, 3.4 -20 Horz: 1.2=-15 Concentrated Loads Pb) Vert: 9-83(8) 14) Uve Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1-2.-30,3-4.-40 Concentrated Loads Qb) Vert: 9.-88(3) 15) MWFRS Wind Left Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) y Scale .1:10.0 Vert: 1-2-30, 34 -35 .Harz: 1.2.-30--- Concentrated Loads (1b) Vert: 9-58(B) 16) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1-2.-43,3-4=-35 Horz: 1-2=-17 Concentrated Loads Qb) Vert: 9=58(B) 17) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=-30, 3-0-35 Harz: 1-2-30 Concentrated Loads Qb) Vert: 9=58(B) 18) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1.2- 49, 3.4--35 Harz: 1.2-11 Concentrated Loads Qb) Vert: 9=58(8) 3x6 11 LOADING (r SPACING 2.0-0 TOLL 21 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL It.0 • Rep Stress Ina YES BCDL 10.0 Code FRC2010/TPI2007 LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-5-5 oc pudins. BOT CHORD Rigid calling directly applied or IO-0-0 oc bracing. MiTek rseemmends that Stabilizers and required am bracing be installed durin Vu. erection In accordance with Stabilizer Installation guide. REACTIONS 11alsize) 2 90/Mechanieal 3 . 66/Mechanicai 1 260/0-8.0 (min. 0-1-8) Max Herz 1 95(LC 8) / Max Uplift 2 -86(LC 8) 3 - -12(LC 8) 1 -111(LC 8) Max Grav 2 99(LC 2) 3 66(LC 1) 1 . 260(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL-5.epsf; BCDL-5.0psf; h=15ft; Cat. II; Exp D; Encl., GCpI-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconuvnent with any other live loads. 4) • This truss has been designed for a live load of 10.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, with BCDL-10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2,3 except at -lb) 1.111. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2-60, 34 -35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2.-70, 34..20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 34 -40 4) C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plQ Vert: 1-2-136,3-4.-10 Horz: 1-2--146 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plQ Vert: 1.2=136,3-4=-10 Harz: 1.2=-146 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-83, 3d=-20 Horz: 1.2-53 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 ID 4-5-5 CSI DEFT In (loc) Well L/d TC 0.53 Vert(LL) 0.04 3-8 >999 360 BC 0.59 Vert(TL) -0.03 3-8 >999 240 WB 0.00 Horz(TL) -0.01 2 n/a n/a UNfnrm Loads (plf) Vert:1-2-83, 3-4--20 Horz: 1-2-W 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-58,3.4--10 Herz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-40. 3-4--10 Hors: 1-2-50 10) MWFRSWInd Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=10, 3-4-20 Hart: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Inaeass.1.33 Uniform Loads (plf) Vert: 1.2.-8, 3-4-20 Horz: 1.2.-22 12) MWFRS let Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1-2=58,34--10 Horz: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pif) Vert: 1-2=33, 3-4-10 Harz: 1.2--43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-58, 3-4.-10 Harz: 1-2--68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (p]Q Vert: 1.2-33, 3.4=-10 Horz: 1.2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Leads (plf) Vert: 1-2-10, 3-4-20 Horz: 1-2-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15,3.4=-20 Horz: 1-2=-15 18) Uve Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2.-30, 3.4=-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (ICU Vert: 1-2--100, 34-35 Hai: 1-2.40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-100, 3.4=-35 Horz: 1-2-40 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate inaease-1.33 Uniform Loads (plf) Vert: 1-2=-30,34=-35 Horz: 1-2=-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (Pl0 Vert: 1-2=43, 3.4=-35 Harz: 1-2--17 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Scale - 1:10.5 PLATES GRIP MT20 244/190 Weight: 15 lb FT.0% Vert: 1.2=-30, 3-4 35 Horz: 1-2-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--49, 3.4=-35 Horz: 1-2.-11 Job - Truss Truss Type Q'Y Pry AQ9303 55249 JB2 Jack -Open Truss 1 1 . - 4-11-10 3x6 II 0 10 8 4-11-10 0-10-8 4-1-2 LOADING (psF) SPACING 2-0-0 CS! DEFL in Doc) Well Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.06 3-8 >908 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.80 Vert(R) -0.05 3.8 >999 240 BCLL 10.0 • Rep Stress Incr YES WB 0.00 Horz(rL) -0.02 2 n/a n/a BCDL 10.0 1 Code FRC2010/rP12007 (Matrix-M) Weight: 17 lb FT.O% LUMBER TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 _.BRACING. _ - - --- - -- TOP CHORD Structural wood sheathing drectly applied or 4-11-10 oc purlins. BOTCHORD Rigid calling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin Voss erection in amordance Win Stabilizer Installation gulde. REACTIONS pb/size) 2 "'.Mad'.'. 3 77/Medramcel 1 284/0-8.0 (min. 0-1-8) Max Harz 1 107(LC 8) Max Uplift 2 . -101(LC 8) 3 -12(LC 8) 1 -121(LC 8) Max Grav 2 116(LC 2) 3 77(LC 1) 1 284(LC 1) FORCES (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except When shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; TCDLm5.Opsf; BCOL-5.0psr; h.15ft; Cat II; Ecp D; End., GCpi.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vAth any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chard In all areas Mare a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL =10.Opsf. 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 Ib uplift at joint(s) 3 except Qt=Ib) 2=101, 1=121. 7) "Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-60, 3.4=-35 2) Regular Only: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4-20 3) IBC BC Live: Lumber Increase.1.25, Plate Inaease.1.25 Uniform Loads (0I1) Vert: 1-2--30, 3-0=40 4) C-C Wind: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2.136, 3-4=10 Harz: 1.2-146 5) 2nd C-C Wind: Lumber Increass.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2-136, 3-4-10 Horz: 1.2.-146 6) C-C Wind Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Leads (pin Vert: 1.2-8.3, 3.4-20 Herz: 1-2-53 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase-1.33 Scale . 1:11.3 Uniform Loads (pin Vert: 1.2.-30, 3-4-35 Vert: 1-2.-83, 3-4.-20 Harz: 1-2-30 - Herz:9-2-53- - - - - - - - - - - - -24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increasa.1.33 Increase-1.33 Uniform Loads (pin Uniform loads (pin Vert: 1-2.58, 34= 10 Vert: 1-2-49, 34 -35 Harz:1-2=-68 Harz: 1-2-11 Wind Right: Lumber Increase.1.33, Plate Increwa-1.33 9) n Uform (pl Vert: 1-2.40, 3-4= 10 Herz: 1-2-50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (piq . Vert:1-2-10, 3-4=-20 Herz: 1-2=•40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2=-8, 3-4-20 Harz: 1-2.-22 12) MWFRS let Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Leads (pin Vert: 1.2-58, 3-4.-10 Harz: 1.2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2.33,34.-10 Herz: 1-2.-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=58, 3-4=-10 Harz: 1.2=68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2.33, 3-4=-to Harz: 1-2-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.10, 3-4-20 Harz: 1.2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Inaease.1.33 Uniform Loads (pin Vert: 1.2=-15, 3-4 -20 Ham: 1-2--15 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2.-30, 3-4=-40 19) C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-100, 3.4-35 Herz: 1-2-40 20) 2nd C-C Wind Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.-100, 3-4 -35 Herz: 1-2-40 21) MWFRS Wind Left Positive + Regular: Lumber Inasase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.-30, 3-4.-35 Harz: 1-2.-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1.2.-43,3-4=-35 Ham:11-2=-17 23) MWFRS tat Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin A0109304 3x8 II LOADING (psi}) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 ' Reo Stress Ina YES LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-G-2 oc purflns. BOTCHORD Rigid calling directly applied. MiTek recemmends that Stabilizers and required cross bracing be Installed durin truss erection In accordance with Stabilizer Installation oulde. REACTIONS (Ib/slze) 2 . 116/Mechanical 3 . 84/Mechanical 1 300/0.8.0 (min. 0.1.8) Max Horz 1 119(LC 8) Max Uplift 2 . -113(LC 8) 3 . -12(LC 8) 1 -126(LC 8) Max Grav 2 128(LC 2) 3 84(LC 1) 1 . 300(LC 1) FORCES Qb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCOL.5.0psh BCDL=S.Opsf; h=15ft; Cat. II; Exp D; End., GCpI=0.18; MWFRS (envelope) and 6C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 2) Plates diecked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) • This truss has been designed for a live load of 10.0psf 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, with BCDL. 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) 3 gxcept Qt=Ib) 2.113. 1-126. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-60, 34-35 2) Regular Only: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2.-70, 34 -20 3) IBC BC Uve: Lumber Inaease.1.25, Plate Inaease.1.25 Uniform Loads (plf) Vert: 1-2=-30,3.4=-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-2=135,3.4=-10 Horz: 1-2.445 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1.2.135,34.40 Horz: 1.2.-145 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform loads (plf) Vert: 1-2=-82, 3-4-20 - Horz: 1-2.52 7) end C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 C81 DEFL In (loc) Well L/d TC 0.84 Vert(LL) 0.09 3-8 >694 360 BC 0.97 Vert(TL) -0.08 3-8 >841 240 WB 0.00 Horz(TL) -0.02 2 n/a n/a Uniform Loads (plf) Vert: 1-2-82, 3-4-20 Horz: 1-2.52 8) MWFRS Wind Left: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.58. 3-4-10 Horz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=40, 3.4-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Ines se.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=10, 3-4-20 Horz: 1-2=40 11) MWFRS Wind Right Positive : Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.-8, 3-4-20 Horz: 1.2-22 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2.58, 3-4=-10 _ Harz: 1.2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=33,3-4=-10 Horz: 1-2=43 14) MWFRS 3rd Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.58, 3.4-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.33, 3-4-10 - Hom: 1-2=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (PIQ Vert: 1-2.10, 3-4=.20 Horz: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-15, 3-4=-20 Harz: 1.2-15 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (do Vert: 1-2..30, 3-4-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Incraase.1.33 Uniform Loads (plf) Vert: 1-2=-99, 3-0..35 Horz: 1-2.39 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-99, 34=-35 Horz: 1-2-39 21) MWFRS Wind Left Positive +Regular; Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-30, a 4=35 Horz: 1.2.-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=43, 3-4=-35 Horz: 1-2.-17 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Scale: 1°.1' PLATES GRIP MT20 244/190 Vert: 1-2.-30, 3-4.-35 Horz: 1-2.-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2=49, 3-4=-35 Horz: 1-2=-11 Jack -open Truss Ad109305 5-5-5 5-5-5 LOADING (pan SPACING 2-0-0 CSI DEFL in Qoc) Wall Ud PLATES GRIP TCLL 21, - Plates Increase 1.25 TC 0.59 Vert(LL) 0.09 3-8 >690 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.96 Vert(m) -0.08 3.8 >826 240 BCLL 10.0 Rep Stress Ina YES WB 0.00 Hors(TL) •0.02 2 Na Na BCDL 10.0 Code FRC201 OrrPI2007 (Matrix-M) Weight: 18 lb FT.0% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 _ ,_BRACING - - -- -- - - '- - -- TOPCHORD Structural w d sheathing directly applied or 55-5 oc pudins. BOTCHORD Rigid calling directly applied. ' MITek recommends that Stabilizers and required cross bracing be installed Burin truss erection In accordance with Stabilizer Installation pulde. REACTIONS OWsize) 2 = 122/Mechanical 3 = 84/Mechanical 1 30510-8-0 (min. 0-1.8) Max Harz 1 121(LC 8) Max Uplift 2 . -118(LC 8) 3 - -10(LC 8) 1 -128(LC 8) Max Grav 2 135(LC 2) 3 84(LC 1) 1 . 305(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 259 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit.170mph (3-second gust) Vasd-132mph; TCDL-5.0psf; BCDL-5.0psf; h=15ft; Cat II; Exp D; End., GCpi-0.18; MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconament with any other live loads. 4) • This truss has been designed for a live load of 10.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, with BCDL. 10.0psi. 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) 3 except Qt.lb)'2=118, 1=128. 7) 'Semi -rigid Otahbreaks with fixed heele Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Inaease.1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2-60, 3-4--35 2) Regular Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2--70, 3-4-20 3) IBC SC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2 30,3-4.-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.135,3-4--10 Horz: 1-2=-145 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-135.3-4.-10 Hors: 1-2=-145 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-82, 3.4--20 Horz: 1-2.52 7) 2nd C-C Wind Positive: Lumber Inaease-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2--82, 3.4=-20 -Horzi 1-2-52- - 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-%, 3-4-10 Horz: 1-2--68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pig Vert: 1-2.40, 3-4.-10 Horz: 1-2--50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1.2-10,3.4=-20 Hors: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-8, 3-4-20 Horz: 1-2-22 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-58, 3-4-10 Hors: 1-2--68 13) MWFRS 2nd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=33, 3-4- 10 Hors: 1-2=43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-58, 3-0-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Wads (pin Vert: 1.2-33, 3-0-70 Horz: 1.2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Inaease-1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=10, 3-4-20 How 1.2=40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase=1.33 . Uniform Loads (pit) Vert: 1-2-15, 3A=20 Hors: 1.2.-15 18) Live Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Leads (pin Vert: 1-2--30, 3.4-40 19) C-C Wind Positive+Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (Pit) Vert:1-2.-29, 3-0=35 Hors: 1.2-39 20) 2nd C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2.-99, 3-0c35 How 1.2-39 21) MWFRS Wind Left Positive+ Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-30, 3-4-35 Horz: 1-2-30 22) MWFRS Wind Right Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-43,3.4=-35 Hors: 1-2=47 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Seale. 1:12.3 Vert: 1.2.-30, 3-0r35 Hors:-1-2.-30 -- - -- - - 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2--49, 3-4-35 Horz: 1-2--11 Truss A01 3x6 11 , 0n-1 f�R-10-8 5 6 13 Scale = 1:12.5 Plate Offsets 1:0-3-20-0.10 i:o-0-12,1-1-1 - - 4-d-5 LOADING (psn SPACING 2.0-0 CS1 TCLL 20.0 TCDL 15.0 Plates Increase 1.25 Lumber Increase TC 0.61 DEFL In Poo) Well Ud Vert(LL) 0.10 3-8 .687 360 PLATES GRIP BC LL 10.0 • 1.25 Rep Stress Ina YES 0.62 Vert(TL) -0.08 3-8 >824 240 MT20 244/190 BCDL 0.0 W WS 0.00 Horz(TL) -0.02 2 n/a n/a LUMBER ' Weight: 18 lb FT.0% IOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc pudins. GOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed Burin truss erection in accordance Wth Stabilizer Installation uide. t REACTIONS Pb/size) 2 123/Mechanical 3 89/Mechanical 1 311/0.8-0 (min. 0-1-8) Max Harz 1 124(LC 8) Max Uplift 2 • -120(LC 8) 3 - -12(LC 8) 1 -131(LC 8) Max Grav 2 136(LC 2) 3 89(LC 1) 1 311(LC 1) FORCES Pb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCOL=S.Opsf; h.15ft; Cat II; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C fa members and forces & MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 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. 4) • This truss has been designed for a live load of 10.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, with BCDL . 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection Pry others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3 except at.lb) 2.120. 1.131. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pin Vert: 1.2=-60,3-4.-35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pIQ Vert: 1-2=-70, a-4 -2o 3) IBC BC Live: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (pIQ Vert: 1-2.-30, 3.4-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.134, a-4-10 Horz: 1-2.-144 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1.2.134, 34.-10 Horz: 1.2.-144 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increass.1.33 Uniform Loads (pit) Vert: 1-2=-82, 34.-20 Horz: 1-2.52 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-82, 34 -20 Horn: 1-2-52 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (join Vert: 1-2=58, 3-4.-10 Harz: 1.2=-68 9) MWFRS Wind Right: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=40, 3.4.-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert: 1-2=10,3-4.-20 Horz: 1-2.-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase.1.33 Udform Loads (pin Vert: 1-2. 11, 3-4.-20 Harz: 1-2.-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=58, 3-4.-10 Horz: 1.2-68 13) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=33, 3.4.-10 Harz: 1.2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.58, 3-4=-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2.33, 3-4=-10 Horz: 1-2=-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Van: 1-2.10,3-4=-20 Horz: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=-15, 3.4.-20 Horz: 1-2.-15 18) Live Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-2. 30, 3-4.-40 19) C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-99, 34.-35 Horn: 1-2.39 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2-99, 3.4=-35 Harz: 1-2=39 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2.-30,3-4.-35 Horz: 1-2-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, plate Increase=1.33 Uniform Loads (pin Vert: 1-2.-43, 3-4.-35 Horz: 1-2.-17 ' 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2-30,3.4.-35 Horz: 1-2=-30 24) MWFRS 2nd Wind Parallel Positive +Regular: Lumber Increase=1.33, plate Increase=1.33 Uniform Loads (pin ' Vert: 1.2-49. 3-4.-35 Horz: 1.2=-11 3x8 11 5-6-0 LOADING (pst) SPACING 2.0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.09 3-8 >717 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.60 Vert(M) -0.08 3-8 a863 240 BCLL 10.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FRC2010/rP12007 (Matrix-M) Weight: 18 lb FT-0% LUMBER TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 - BRACING-- - ---- -- - - - - - -- TOPCHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. FMITek recommends that Stahlllzers.wd required cross bracing be Installed durin truss erection in accordance with Stabilizer Installation aulde. REACTIONS (Ib/size) 2 121/1viechanical 3 = 87/Mechanicel 1 308/0-8-0 (min. 0-1.8) Max Harz 1 123(LC 8) Max Uplift 2 = -118(LC 8) 3 = -12(LC 8) 1 -129(LC 8) Max Grav 2 = 134(LC 2) 3 = 87(LC 1) 1 - 308(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL-5.0psf; BCDL-5.0psf; h=15ft; Cat II; Exp D; End., GCpI-0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed GC for members and forces 8 MWFRS for reactions shovm; Lumber DOL-1.33 plate grip DOL-1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcumerd with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas Mare a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.04. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except Gt=lb) 2.118, 1-129. 7) 'Semi -rigid pitchbreaks Wth fixed heels' Member end fixity model was used In the analysis and design of this truss. . LOAD CASE(S) 1) Regular: Lumber increase.1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2--60, 3-4-35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2--70, 3-4-20 3) IBC BC Uve: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1.2- 30, 3-4-40 4) C-C Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2-135, 3-4-10 Ham: 1.2--145 5) 2nd C-C Wind: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-135, 3.4.-10 Horz: 1-2--145 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2=-82, 3-0- 20 Ham: 1.2=52 7) 2nd C-C Wind Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (elf) Vert: 1-2=-62, 3-4-20 -- Harz: 1.2-52 --- 8) MWFRS Wind Left: Lumber Inaease-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2d8, 3-4-10 Harz: 1-2=-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert:3-0--10 Harz: 1-2--50 10) MWFRS Wind Left Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-10,3-4-20 Harz: 1-2--40 11) MWFRS Wind Right Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (elf) Vert: 1-2-8, 3.4-20 Horz: 1-2--22 12) MWFRS 1st Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plt) Vert: 1-2-%, 3-4-10 Ham: 1-2=-68 43) MWFRS 2nd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) - Vert:1-2.33,3-4=-10 Ham: 1-2--43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2-58, 3-4--10 Ham: 1.2=-68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=33, 3.4-10 Harz: 1-2=-43 16) MWFRS let Wind Parallel Positive: Lumber Inaease.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1.2.10, 34--20 Ham: 1.2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--15, 3.4--20 Ham: 1-2=-15 18) Live Only: Lumber Increase.1.25, Plate Inaease=1.25 Uniform Loads (plf) Vert: 1.2--30,34=-40 19) C-C Wind Positive +Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-2=-99, 34 -35 Ham: 1-2-39 20) 2nd C-C Wind Positive + Regular: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2-99, 3.4.-35 Horz: 1-2-39 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2-30, 3-4=-35 Ham: 1.2.-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (elf) Vert: 1-2- 43, 34-35 _ Horz: 1-2--17 23) MWFRS tat Wind Parallel Positive+ Regular. Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Scale - 1:;2.4 Vert: 1-2--30,34--35 How. 1.2.-30- 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-49, 3.4--35 Harz: 1-2-11 Truss A0109308 3x8 II LOADING (psQ SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TOOL 15.0 Lumber Increase 1.25 BOLL 10.0 Rep Stress [nor YES BCDL 10.0 n.w. oon.,.,.,.,.,.,......, LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid calling directly applied. , MiTak recommends that Stabilizers and required aoss bracing be Installed curio truss erection In accordance with Stabilizer Installation auide. REACNONS Qhisize) 2 117/Mechanical 3 84/Mechanlcal Max Harz 301/0-8-0 1 Max Uplift 119(LC 8) 2 = 3 -114(LC 8) = 1 -12(LC 8) Max Grav -126(LC 8) 2 3 129(LC 2) 1 84(LC 1) = 301(LC 1) FORCES Qb) Max. COmpJMax. Ten. - All forces 250 Pb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult.170mph (3-second gust) Vasd.132mph; TCDL.S.Opsi; BCDL=S.Opsf; h=15it; Cat II; Exp D; Encl., GCpI.0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 4) • This truss has been designed for a live load of 10.Opsf on the bo tam 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. 10.0pst. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of vdthstaneng 100 lb uplift at joint(s) 3 except Qt.lb) 2.114. 1.126. ])'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-2.-60, 34.-35 2) Regular Only: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2.-70, 34.-20 3) IBC BC Live: Lumber Increase.1.25, Plate Inaease.1.25 Uniform Loads (pIQ Vert: 1.2. 30, 34.-40 4) C-C Wind: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pIQ Vert: 1.2-135. 3-4=-10 Ham: 1-2=-145 5) 2nd C-C Wind: Lumber Increase=1.33, plate Inaease.1.33 Uniform Loads(pIQ Vert: 1-2.135, 34.-10 Ham: 1-2=-145 6) C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2--82, 34-20 Harz: 1-2-52 7) 2nd C-C Wind Positive: Lumber Inaease.1.33, Plate Inaease.1.33 CSI DEFL In Poe) Udell Vd TC 0.96 Vert(LL) a.09 3.8 >682 360 BC 0.99 VertUQ -0.08 3-8 >826 240 'AB0.00 Hart -0.02 2 n/a n/a Uniform Loads (pIQ Vert: 1-2-82, 34-20 Harz: 1.2.52 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=58,34.-10 Harz: 1.2.-68 9) MWFRS Wind Right: Lumber increase.1.33, plate Increass.1.33 Uniform Loads (pIQ Vert: 1-2-40, 3.4=-10 Harz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Incre2se-1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.10, 3-4=-20 Ham: 1-2.-40 11) MWFRS Wind Right Positive : Lumber Increase.1.33, Plate Inaease=1.33 Uniform Loads (pIQ Vert: 1-2.-8,3-4.-20 Harz: 1-2.-22 12) MWFRS tat Wind Parallel: Lumber Increase.1.33, Plate Increass.1.33 Uniform Loads (plf) Vert: 1-2=58,3-4=-10 Ham: 1-2-6a 13) MWFRS 2nd Wind Parallel: Lumber Inaease=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-33, 3-4-10 Horz: 1-2-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (pIQ Vert: 1-2.58, 34.-10 Harz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pIQ Vert:1-2.39, 3-4-10 Harz: 1-2.-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert:1-2-10, 3-4- 20 Harz: 1-2=-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pit) Vert: 1.2-15, 34.-20 Ham: 1-2-15 18) Live Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2-30, 34-40 19) C-C Wind Positive+ Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2=-99, 34=-35 Harz: 1-2-39 20) 2nd C-C Wind Positive + Regular: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2--99, 34- 35 Harz: 1-2.39 21) MWFRS Wind Left Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pIQ - Vert:1-2-30, 3-4=-35 Ham: 1.2-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase.1.33, plate Increase.1.33 Uniform Loads (pIQ Vert:1.2-43, 34-35 Harz: 1-2-17 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Inaease=1.33, plate Increase.1.33 Uniform Loads (pIQ Scale . 1:12.1 PLATES GRIP MT2o 244/190 181b FT-0% Vert: 1.2.-30, 3-0=-35 Harz: 1.2.-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increass.1.33, Plate Increase.1.33 Uniform Loads (pIQ Vert: 1-2.-49, 34.-35 Harz: 1-2-11 6-2-3 's 3x8 11 LOADING (psi) SPACING 2.0.0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.78 Vert(LL) 0.15 3-8 >483 360 MT20 244/180 TCDL 15.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.13 3-8 >561 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FRC2010/TPI2007 ' (Matrix-M) Weight: 20 lb FT=OY LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 - - - - -BRACING - - --- - - TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed durin truss erection In accordance with Stabilizer Installation oulde. REACTIONS pb/size) 2 141/Mechanical 3 101/Mechanical 1 33910-8-0 (min. 0-1-8) Me"Harz 1 129(LC 8) Max Uplift 2 -134(LC 8) 3 . -12(LC 8) 1 -146(LC 8) Max Grav 2 155(LC 2) 3 101(LC 1) 1 339(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BOTCHORD 1.4 260/164 NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL.5.0psf; BCDL.S.OpsY h=15ft; Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope) and GC Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL.1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 last bottom chard live lead nonconcument with any other live loads. 4)' This truss has been designed for a live load of 10.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 ether members, With BCDL. 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connectlon (by others) of truss to bearing plate capable of withstanding 100lb uplift at Jolnt(s) 3 except Qt=lb) 2=134,1.146. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-60, 3.4--35 2) Regular Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2.-70, 34=-20 3) IBC SC Uve: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (pit) Vert: 1.2=-30,34.-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1.2-132, 3-4=-10 Harz: 1-2=-142 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=132, 3-4- 10 Harz: 1-2-142 6) GC Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1-2-81, 34-20 Harz: 1.2=51 -7) 2nd GC Wind Positive: Lumberincrease.1:33, Plate Increase=1:33 - Uniform Loads (plf) Vert: 1-2.-81, 3.4=-20 Harz: 1-2.51 8) MWFRS Wind Left: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-58, 3-4=-10 Harz: 1.2-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=40, 3-0-10 Horz: 1-2- 50 - 10) MWFRS Wind Lek Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2.10, 3-4=-20 Harz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (do Vert: 1-2= 8,3-4.-20 Harz: 1-2-22 12) MWFRS 1st Wind Parallel: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-W, 3-4.-10 Horz: 1-2-68 13) MWFRS 2nd Wind Parallel: Lumbar Increase.1.33, Plate Increase.1.33 Uniform Loads (pit) Vert: 1.2=33,3-4=-10 Harz: 1-2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase=1.33� Uniform Loads (plf) Vert: 1-2=58, 3-4-10 Harz: 1-2-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33, 3.4=-10 Horz: 1-2=-43 16) MWFRS list Wind Parallel Positive: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.10, 3-4=-20 Harz: 1-2-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-15, 3.4-20 Harz: 1-2=-15 18) Uve Only: Lumber Increase.1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2- 30. 34.-40 19) C-C Wind Positive +Regular; Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-98, 34-35 Harz: 1-2=38 20) 2nd C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2=-98, 34.-35 Harz: 1-2--38 21) MWFRS Wind Left Positive + Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2-30, 34-35 Harz: 1.2- 30 22) MWFRS Wind Right Positive+ Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=44, 3-4.-35 Horz: 1-2-16 Scale =1:12.8 Camber.1/16 in 23) MWFRS 1st Wind Parallel Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 UniformLoads(plf) - - - Vert: 1-2=-30, 3-4.-35 Harz: 1-2-30 24) MWFRS 2nd Wind Parallel Positive + Regular: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-49, 34=-35 Harz: 1-2.-11 Truss A01 3x8 11 0-1 LOADING (psf) SPACING 2.0-0 TCLL 20.0 Plates Increase 1.25 TCDL 15.0 Lumber Increase 1.25 BCLL 10.0 • Rep Stress Ina YES BCDL 10.'0 Code FRC2010/TPI2007 LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-10-6 oc pudlns. BOTCHORD Rigid ceiling directly applied a 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection in accordance Wth Stabilizer Installation oulde. REACTIONS Obtain) 2 . 131/Mechanical 3 . 95M1echaniral 1 324/0-8-0 (min. 0-1-8) Max Horz 1 123(LC 8) Max Uplift 2 e -125(LC 8) 3 . -12(LC 8) 1 -139(LC 8) Max Grav 2 145(LC 2) 3 = 95(LC 1) 1 = 324(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL.S.Opsf; BCDL=S.Opsh h.15ft; CaL II; Exp D; End., GCpl.0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;PC for members and forces 6 MWFRS for reactions sham; Lumber DOL.1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 lost bottom chard live load nonconcument vrith any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chard In all areas where a rectangle 3-6-0 tall by 2-0-0 Wde will fit between the bottom chord and any other members, with BCDL. I0.0psf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstandng 100 lb uplift at Joints) 3 except Qt.lb) 2.125, 1=139. 7)'Seml-rigid pitchbreaks Wirth fixed heels" Member and fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plo Vert: 1-2=-60, 3-4=-35 2) Regular Only: Lumber Increase=1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1.2=-70,34..20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase.1.25 Uniform Loads (plf) Vert: 1-2.-30, 3-4=-40 4) C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (pif) Vert: 1.2.133, 3-4.-10 Horz: 1-2=-143 5) 2nd C-C Wind: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.133, 3.4=-10 Horz: 1-2-143 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1,33 Uniform Loads (plf) Vert: 1-2=-82,34.-20 Horz: 1.2=52 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase.1.33 CSI DEFL In Qoc) Well L/d TO 0.67 Vert(LL) 0.12 3-8 >579 360 BC 0.fi9 Vert(TL) -0.10 3-8 >682 240 WE 0.00 Horz(rQ -0.03 2 n/a n/a Uniform Loads (pit) Vert: 1-2.-82, 3-4=-20 Horz: 1.2-52 8) MWFRS Wind Lett: Lumber Increase.1.33, Plate Increase.1.33 Uniform loads (plf) Vert: 1-2=58,3-4.-10 Horz: 1-2.-68 9) MWFRS Wind Right: Lumber Increase.1.33, Plate Increass.1.33 Uniform Loads (pit) Vert: 1-2.40,3-4=-10 Horz: 1-2.-50 10) MWFRS Wind Left Positive: Lumber Increase.1.33, Plate Inaease.1.33 Uniform Loads (Plf) Vert: 1-2=10,3-4.-20 Harz: 1-2=40 11) MWFRS Wind Right Positive: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2.-8, 3-4-20 Horz: 1-2.-22 12) MWFRS let Wind Parallel: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.58, 3.4=-10 Harz: 1-2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increass.1.33, Plate Increses.1.33 Uniform Loads (plf) Vert: 1-2.33, 34 -10 Horz: 1.2=-43 14) MWFRS 3rd Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pill Vert:1-2.%, 3-4.-10 Horz: 1-2.-68 15) MWFRS 4th Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.33,34=-10 Horz: 1-2.-43 16) MWFRS tat Wind Parallel Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Van: 1-2=10,3.4=-20 Hors: 1-2.-40 17) MWFRS 2nd Wind Parallel Positive: Lumber Inaease.1.33, Plate Inaease.1.33 Uniform Loads (plf) Vert: 1-2.-15.3-4.-20 Hors: 1-2=-15 - 18) Live Only: Lumber Increase.1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2.-30. 34 -40 19) C-C Wind Positive+ Regular: Lumber increase.1.33, Plate Inaease=1.33 Uniform Loads (pit) Vert: 1-2.-99,34.-35 Hors: 1-2.39 20) 2nd C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2.-99, 3-0=35 Horz: 1-2.39 21) MWFRS Wind Left Positive +Regular: Lumber Increase.1.33, Plate Increase.1.33 Uniform Loads (plf) Vert: 1-2=-30, 34.-35 Horz:1-2=-30 22) MWFRS Wind Right Positive + Regular: Lumber Inaease.1.33, Plate Increase=1.33 Uniform Loads (plf) Vert:1-2.-44, 34.-35 Horz: 1-2.-16 23) MWFRS tat Wind Parallel Positive+ Regular: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pit) Scale a 1:12.3 PLATES GRIP MT20 244/1 SO Weight: 19 lb FTe0% Vert: 1-2.-30.3-4.-35 Horz: 1-2.-30 ' 24) MWFRS end Wind Parallel Positive +Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2-49, 3-4=-35 Horz: 1-2.-11 3x8 II 0-10-8 LOADING (P�) SPACING 2-0-0 CSI DER In Qoc) Well L/d PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC 0.58 Ven(LL) 0.09 3-8 >707 360 MT20 244/180 TCDL 15.0 - Lumber Increase 1.25 BC 0.60 Vert(fL) -0.08 3-8 >844 240 BCLL 10.0 Rep Stress Incr YES WE 0.00 Horz(rL) -0.02 2 n/a n/a BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight: 18 lb FT-0% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE -- Left:2x4 SP No.3 - - - - - - _- BRACING TOPCHORD Structural wood sheathing directly applied or 5.6-9 oc purllns. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed durin truss erection in accordance with Stabilizer Installation guide. REACRONS (Ib/size) 2 - 122IMechanical 3 - 89/Mechanical 1 310/0-8.0 (min. 0-1-8) Max Harz 1 116(LC 8) Max Uplift 2 -116(LC 8) 3 -12(LC 8) 1 -133(LC 8) Max Grav 2 = 134(LC 2) 3 = 89(LC 1) 1 310(LC 1) FORCES Qb) Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult-170mph (3-second gust) Vasd.132mph; TCDL-5.0psf; BCDL.5.Opel; h-15ft; Cat II; Exp D; End., GCpl-0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and farces & MWFRS for reactions shown; Lumber DOL-1.33 plate grip DOL=1.33 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconarrem with any other live loads. 4) • This truss has been designed for a live load of 10.0psf on the bottom chord In all areas Mare a rectangle 3-6-0 tall by 2-M wide will fit betmen the bottom chord and any other members, with BCDL-10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wthstandng 100 lb uplift at joint(s) 3 except at -lb) 2-116. 1-133. 7) "Semi-rigld pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) 1) Regular: Lumber Increase.1.25, Plate Increase-1.25 Uniform Loads (pin ' Vert: 1-2--60, 34=-35 2) Regular Only: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2--70, 34=-20 3) IBC BC Live: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-30, 34--40 4) C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pit) Vert: 1.2.134, 3-4-10 Harz: 1-2-144 5) 2nd C-C Wind: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin ' Vert: 1-2-134,34=-10 Harz: 1-2-144 6) C-C Wind Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2--82, 34=-20 Ham: 1.2-52 7) 2nd C-C Wind Positive: Lumber Increase.1.33, Plate Increase=1.33 Uniform Loads (pin -Vert: 1-2--82, 3.4-20 _ Harz: 1-2-52 - - - - - 8) MWFRS Wind Left: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=58,3-4.-10 Harz: 1-2=-68 9) MWFRS Wind Right: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-40, 3-4--10 Ham: 1-2--50 10) MWFRS Wind Left Positive: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads'(pif) Vert: 1-2=10,3-4=-20 Harz: 1-2-40 11) MWFRS Wind Right Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-8, 3-4--20 Harz: 1-2--22 12) MWFRS 1st Wind Parallel: Lumber Increase=1.33, Plate Increase.1.33 Uniform Loads (pin Vert: 1-2=58, 3-4=-10 Horz: 1.2=-68 13) MWFRS 2nd Wind Parallel: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=33, 34--10 Ham: 1.2=43 14) MWFRS 3rd Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-58,3-4--10 Ham: 1-2--68 15) MWFRS 4th Wind Parallel: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2-33, 3-4--10 Horz: 1-2-43 16) MWFRS 1st Wind Parallel Positive: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2.10,3-4=-20 Ham: 1.2--40 17) MWFRS 2nd Wind Parallel Positive: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 1-2--15, 34--20 Ham: 1.2-15 18) Uve Only: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pin Vert: 1-2--30, 34-40 19) C-C Wind Positive + Regular: Lumber Increase.1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2=-99, 34=-35 Harz: 1-2=39 20) 2nd C-C Wind Positive+ Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1-2--99, 34=-35 Harz 1.2-39 21) MWFRS Wind Left Positive + Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pin Vert: 1-2c30, 34r35 Ham: 1-2-30 22) MWFRS Wind Right Positive + Regular: Lumber Increase-1.33, Plate Increase-1.33 Uniform Loads (pin Vert: 1.2=-44, 34=-35 Ham: 1-2=-16 23) MWFRS 1st Wind Parallel Positive+ Regular: Lumber Increase-1.33, Plate Increase.1.33 Uniform Loads (plf) Scale: 1"=1' Vert: 1-2-30, 3-4=-35 Harz: 1-2--30 24) MWFRS 2qd Wind Parallel Positive + Regular: Lumber Increase-1.33; Plate - Increase-1.33 Uniform Loads (pin Vert: 1-2--49, 3.4--35 Harz: 1-2--11 SET I.B. 1:70 2 t 8 LOT 452 (VACANT) . MAY 082013 O / LOT 451 STEM WAU.S .MATH FORMS TOP OF FORM BOARDS ELEVATION 7.5 NAVD 88 LOT 501 3.12 " LEGAL DESCRIPTION LOT 451, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGECS) 1, IA THROUGH 1J, OF THE PUBLIC RECORDS OF ST. , ; / LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES 3.4 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF Z RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH •�7� AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR G \ REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED, 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS $s N OTHERWISE NOTED. 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED N� �O WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 0-CONC. - CONCRETE LEGENDCOV'D - COVERED I.P. - IRON PIPE D - DELTA/CENTRAL ANGLE FND. 5/8' G I.H. - IRON BAR R/W - RIGHT-OF-WAY 3.4 N R - RADIUS L- LENGTH FND. - FOUND I.B. No I.D. ?n I.D. - IDENTIFICATION 10 LB - LICENSED BUSINESS E.O.P. - ECGE OF PAVEMENT N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 Sl �L SET I.B. - SET 5/8' IRON BAR CAP. #4459 �� (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED o \ DESCRIPTION CF) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 54 PROPERTY LOCATED IN FLOOD ZONE 'AE' BASE ELEVATION 6.0 N.A.V.D. 1988 o 7, 8 2a \ COMMUNITY PANEL DATED002/16/2012 PROPERTY STREET ADDRESS, 451 NETTLES BLVD. JENSEN BEACH, FL. 34957 CERTIFIED TOi ai 1. SEARS s \ SYMBOLS 3.4 D=111'0 OW R=40.55' L=78.56' (P—C) \ QT - TRANSFORMER Oe ® - WATER METER <v �DtEftlL CO. / 00.00 X - EXISTING ELEVATION Init �' - cENrERUNE AA�rOve 3.1' � ;tea. 1 � l &-b, F.P.&L �E�E�� TRANSFORMER E FND. 1/2' I.P. �•� 1'�g '\�ti�tQ;. �+ N CAP �#X!4875 SET I. BOI�N,U Y ; J',URVG 1 MAY 0 8 2013 �. N.70*30'00"E. ACCURIQ , cU, ,.� f1 INC. 1.30, (P—C) \ l #6607 11 2.50(P) \ �� 1 In C�')' /rt I _G, 4.1 _ k'' 1_ _ 22' COMMON USE R W _ _ _+ EARLE R. STARKEY —PROFESSIONAL LAND SURVEYOR FND. NAIL A— FND. NAIL REGISTRATION N0. 4459 —STATE OF FLORIDA NO I.D. BEARING BASE BENCHMARK SET NAIL & TAB NO I.D. S.703000- W. 188.88 (P) 188.90 (F) ELEVATION 3.22 NAVD 1988 � SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER C, 0 LU Co 0 \ In 0 L7 z W 3 A m w 0 y C z LL O ►~y. d O a 0 I N • U Z W V) 0 Z D 0 U Q 0 LU n 0 \ 0 z W m lz Q O aJ f a O LL y d w } w z 3 Q Ca y d La o RL a -+ Y cd L) JQ U y Z 1�n 1- w LLJ Z g Z g w Ld 2 Ld 0 of V) Ld L) LL. O LJ N LaJ � z Lal Q M ce CM 41 J V Li. U L7 lY � H 3.12 LEGAL DESCRIPTION LOT 451, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE(S) 1, 1A THROUGH 1J, OF THE PUBLIC RECORDS OF ST. 1% �\ LUCIE COUNTY, FLORIDA. SURVEYOR'S NOTES a SET I.B. 3 4 C� �\ ���L,�,Q�� 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS � ❑THERWISE NOTED. MIN. SETBACK REQ. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR cq VVV EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF ca Z RECORD BY ACCURIGHT LAND SURVEYING, INC. z p 13. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH •f7 FRONTI AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR W REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. O \ SIDES 2 4. 1'HERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS a ' '6 OTHERWISE NOTED. w LOT 452 E `. X�8 N CNR SIDES 5.ADDITIDNS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED 6 o $ RG j C) REAR WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR o 0 (VACANT) p Sp Pt✓E . PARTIES. a I �= ZP1G. LEGEND w a G \ Z TECH. CONC. - CONCRETE COV'D - COVERED ¢ IP - IRON PIPE D - DELTA/CENTRAL ANGLE 4.2 �10. LOT 451 PROPOSED DWELLING S MINIMUM FINISH FLOOR ELEVATIO __ & 4.1 , i/ LOT 501 F.P. do L FND. 1/2" I.P. CAP J B4875 •y. N.70 30'00"E. 1.30' (P-C) of 112.50'(P) 112.52(F) I 0� -13 cp_i U)7- � \ G FND. 5/8" I.B. NO I.D. o � 6 2 JJ 5.0' �rl so, N 3.4 D=111'00'00" R=40.55' L=78.56' (P-C) O' O• R 1� I.B. - IRON BAR R/W - RIGHT-OF-WAY R - RADIUS L- LENGTH FND, - FOUND Ci I.D. - IDE.NTIFICATION in LB - LICENSED BUSINESS E.O.P. - ECGE OF PAVEMENT 1 H ce N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 d Li SET I.B. - SET 5/8' IRON BAR CAP #4459 cu 4i (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED a}a DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING p w a w z q Li y- (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING o P, 3¢. w w M PROPERTY LOCATED I LpDF D ZONE 'AE' V. N.A.D31988 60 BASE ELEVATIO . COMMUNITY PANEL NO.i 120281 - 31� - DATED 02/16/2012 7 " Z v) z PROPERTY STREET ADDRESS, 451 NETTLES BLVD, JENSEN BEACH, FL. 34957 ' ^ V CERTIFIED TOi z Z 1. SEARS SYMBOLS QT — TRANSFORMER ® — WATER METER 00.00 X — EXISTING ELEVATION It - CENTERLINE 8LO'tJ bARY , S U RVEY ACCU IGHT Li�iVD' -SUF��YIE AI � _ _ —;- _ 22' COMMON USER W _ _ _ + EARLE STARL:EY — PROFESSIONAL LAND SURVEYOR FND. NAIL FND. NAIL REGISTRATION NO. 4459 — STATE OF FLORIDA NO I.D. "BEARING BASE BENCHMARK SET NAIL & TAB NO I.D. S.7030 00 W. 188.88 (P) 188.90 (F) ELEVATION 3.22 NAVD 1988 SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER 0 Z 12f LLI Z tZ ZQ J Ld Z 2 w 0 !Y 0 0 i w U y m 0% nn Nlu N N N v X w¢ q o+ v w (=/1 � w "' =)cq z w >m Fz gyo W J Y L' Aly C,¢ o=