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1726 Atlantic Beach Dr new home permit documents CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOBINFORMATION: Job ID: 16-SFR-1948 Job Type: SINGLE FAMILY RESIDENCE Description: new residential construction Estimated Value: $382,579.00 Issue Date: 9/21/2016 Expiration Date: 3/20/2017 PROPERTY ADDRESS: Address: 1726 ATLANTIC BEACH DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC ,CGC1521087 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $663.87 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,327.74 SEWER SDC-SYSTEM DEV $4,050.00 CHG WATER CONNECTITAP & $185.00 METER #& R, ,Ac RVNFLJP ANCEWW L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH Sq 800 SEMINOLE ROAD J s� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/TAP & $185.00 METER STATE DCA SURCHARGE $19.92 STATE DBPR SURCHARGE $19.92 Total Payments: $7,791.45 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES �f1Lv�, City of Atlantic Beach APPLICATION NUMBER Building Department _ _ q pgpQ,oanment.) _ _ r n ___ _ ___ (To be assi ned by the Buildi 8005amlrtoreKoafr� - -__- Atlantic Beach, Florida 32233-5445 Ib�S �F- ►Q y$' Phone(904)247-5826 - Fax(904)247-5845 F n E-mail: building-dept@coab.us City web-site: http:/Avvnv.coabms APPLICATION REVIEW AND TRACKING FORM Property Address: 14a b A+k&fl"iiL NALIV De artment review re uired Ye No uildin Applicant: �0�1 FL VZ ihnaIf4 P ► It 'n Planning BZonin ree ministrator Project: n�Ll (' A�, ` tY�$tr '�it1n blit Works blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District r Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS F- I! ent First Review: Egioproved. ❑Denied. Comments: ING 9Reviewed by: � Da[e: Second Review: ❑Approved as revised. ❑Dented. UBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date* - Revised 05/14/09 / ,aCity of Atlantic Beach APPLICATION NUMBER d' •n Building Department _ - . e�eassiQned-bvth€Bnira n padroe iT a5emmaeRoza- --- j , Lr Atlantic Beach, Florida 322335445 1�/�5 �R- l q y g Phone(904)247-5826 Fax(969)247-5845 q rit e' E-mail: building-dept@coab.us Date routed: OR IcdtOl 1l� City web-site: hdp:1Awnv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 7 O rc{�Q. Ak_ NILiA01 De artment review required Yes No no Applicant: 700 F Raining PP LVL. („I Mr�A Pa/lertrKl 'p PlanningBZoning ree minisDator Project: ALL.,) USl CA{:%Q1 b%tr �vin ublic Works blit Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Vedfied B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages antl Tobacco Other: APPLICATION STATUS Reviewing Department First Review: QApproved. Xenied. (Circle one.) Comments: SLG FC[,tt�hN BUILDING PLANNING&ZONING Reviewed by:99!9<wZCox_. Date: TREEADMIN. Second Review; Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES � PUBLIC SAFETY Reviewed by: � C ,C'/_ Date: A r- / FIRE SERVICES Third Review: QApproved as revised. QDenied. Comments: Reviewed by: Date: .Iced 05/14/09 ZONING REVIEW COMMENTS r City of Atlantic Beach r) Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 L 1 "r Phone: (904)247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us Date: 9/2/16 Permit: 16-SFR-1887 Applicant: Toll Brothers Review: 1st Address: 160 Cape May Ave,Ponte Vedra, FL 32081 Site Address: 1726 Atlantic Beach Phone: (904)217-0739 RE#: 169505-1680 Email: arogers@tollbmthem.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Derek W. Reeves Planaer dreeves@coab.us .i ZONING REVIEW COMMENTS r City of Atlantic Beach j Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 1 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 9/2/16 1 A0 Permit: 16-SFR48� Applicant: Toll Brothers Review: 1st Address: 160 Cape May Ave, Ponte V edra,Fl, 32081 Site Address: 1726 Atlantic Beach Phone: (904)217-0739 REM 169505-1680 Email: arogers@tollbrothers.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Derek W. Reeves Planner dreeves@coab.us {AL1/r , Qv CITY OF ATLANTIC BEACH 800 Seminole Road O ��6 Atlantic Beach, Florida 32233 6 Telephone(904)247-5800 FAX(904)247-5845 I SIO ST SHEET Date: B 1',p Received by: Resubmitted: Permit Number: llp - SFR 71_LJZ2 Original Plans Examiner:_DexelL k2eCVES Project Name:-AiLad]_(, W�h *5b" Project Address: ll'dlo ArHAVtlr. PeCYV1 L)Y. Contractor: 1 Contact Name: �_ Contact Phone ; 1-13 Contact e-mail Qrl^X'.1?Xg il� n, Revision/Plan Check/Permit Fee(s)Due: $ �'�� Description of Proposed Revision to Fxisthut Permit- N ....Sd1. 1 ±rrm nM" lap Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: y By signing below. I(pdm , I I s _ affirm that the above revision is inclusive of the pro ange Signature at nlltraetor/Apbru(cb,,mw usl s o Rin .in veluul.0 Data of ,.Ul only Y IM1e: V N/1� _"_ AVMoeM: /L Rujecletl: 14o611M LY: Plan ReReview"Comments: e artment review re uired Yes No Building Planning &Zoning Tree A mems ra or _ Plans Examiner W Public orks f Public Utilities Public Safety ' __— Fire Services Date c1...av�aru w r City of Atlantic Beach APPLICATION NUMBER Building Department - - obeassig nedb h€Buid padmeu—. -- Atlantic Beach, Florida 322335445 194 Phone(904)247-5826 Fax(904) IMC Oil- U yP E-mail: building-dept@wab.us AUG 2 6 2016Date routed: OIWLakfo( It, City web-site: httP1Avww.coab.us ) I APPLICATION REV ACKING FORM Property Address: I l a b A+W VL f Q/ De artment review re uired Yes No 1 l� uildin Applicant: T00 FL VZ U Planning&Zoning ree A ministrator Project: n i.\ CtSiAJ,4t W-StK V0A ublic Works blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ,r Date: 4U8LLG,UTIUTIE DMIN. Second Review: ❑Approved as revised. ❑Denied. WORKS rThirdRoview: : PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES ❑Approved as revised. []Denied, Reviewed by: Date: 3visea 06114/09 r1�yLlrlJ• CITY OF ATLANTIC BEACH i PUBLIC UTILITIES 1200 Sandpiper Lane r ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: -/.6 Project Address: /7?(0 472A&Vfi No. of Units: Commercial_Residential V" Malti-Family New Water Tap(s)&Meter(s) Meter Sizes) ,31`/ ' New Irrigation Meter V,/ Upgrade Existing Meter from to (size) New Reclaim Water Meter /Size ,New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicmrt) CITY STAFF USE ONLY Application# /(O-, 'FR-/j/8 Water System Development Charge $ 1,1qQ,00 Sewer System Development Charge $- 15y'-0-6 aH�(�� Water Meter Only $.��+ Reclaim Meter Only $ l9 00 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ Other $ TOTAL $�q��y W APPROVED: Kavle Moore.PE ! (Deputy PWDirectoror Avtho edS,gnatwe) ALL TAP REQUEST MUST BE APPROVED BY UTLTTIES DEPARTMENT BEFORE FEES CANBEASSESSED $ City of Atlantic Beach N NUMBER Building Department _.� eSemlrTaleT2o5d -- t!Mj ued-g,p�padmr" _Phone(904)247-5dda32233-544 �- _ IgygPhone(904)247-5826 Fax(9 gyFC i air�E-mail: building-dept@coab.usG Iaro� IIn City web-site: http:/Aw .coat is AUG 2 2016 IJ APPLICATION RENEW AND TRACKING FORM Property Address: Ila IO A+k& ) ( 6JkLtA0J De)a ant review re uired Yes No T 1 , I� uildin . Applicant: TOIL FL VI. LI MikR/� P A �I '/� Planning&Zoning nee anmmstrator Project: n r.\ f 4 fA�kUI t�flStr ;itM blicWorks blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management Dissict Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing DepartmenE proved. ❑Denied.(Circle one.) /BUILDINGLOhllAdPLANNING &ZONING Reviewed by: Date: TREEADMIN. : pproved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Y Reviewed by: Date: rased 05/14109 __-8 _03. `• !b x 1Z.2- r 3 Yal BUILDING PERMIT APPLICATION /� CITY OF ATLANTIC BEACH �� I [ �� 800 Seminole Road,Atlantic Beach,FL 32233 L V d Offim(904)247-5826 Fac(904)247-5845 p�J Job Address: 1226 Atlantic Beach Driye-AfiankZtlighFr 9iQ Permit Number. Legal Description Lot 77 Atlantic Beach Country CL-h Unit 02 67-1 O8-2& 9a p I Valuation of Work$ 382 79 Pro e� of kes cooled SoFt —y_Proposed tetl/cooled 3.301 non-beated/eooled 1.020 Class of Work(circle one): New) Addition Almnation Repair Move Demolition pooVspa window/dear Use adng/proroNre(a) rcl<one) Commercial H--em0agatrnpresarc insh0ed?(circe Resideetial one): N/p Florida Approval# ee a hed For..]tip[,le acts use pro vet approval form Describe in detail the type of work on be petformed:New Residential Construction Proverb Owner lofora d Name-TOLL FL VI LIMITED EART RSHIP Address: 160 Cape May A City Ponce Vedra Stye FL Zip 32081 Phone 90429 E-Mwl or Fra#(Optional)arogers@,tollbrothen.com Coetnctor I f to ONiRA OR M D ADDRESS s�^ersfdtollbroehers.rom Company Name.7011 y AS Inc.City ing Agent:Steven R.Mertes,Division Sr Vice President Address:160 Care Mav Avenue City Pante Vedm State ELL Zip 32081 Office Phone 90421]-0739 Job Site Contact Number 904386-6472 Fra# State Cer ification/Registmtion#COC 151022 Amhimot Name&Phone# Engineer's Name&Phone# Fee Simple Tide Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address nyp(icmi°n u6emDy m°ae,u°bmmnpeilnumao rnrwark°ndivWlwiwu ar aWknxd IamPy narrro w°rlmruro(Lman Mreommercedgra mWe 4m°ue foP+rmuam dmr drxmF wi((erpe./ammaromen rlr r°Mmr4°f Il laxx mgalm"��g avwnrm.n f84JurW(nt°n Tna#°nr beeamn IloM void axwktr°or rommmved MrMn act(6)mnunr,wge°vnvrnwLw xark4miryemeo wobartlwadfwoyrrlado/rp/5)m°mW of mrvnme mmexM (arNmraM fMf mdmme PaLmm mvr be nej P.rrclnmt Worn,Plawbrng,Sgu.Wtlh,P Fumacq Bollen, Nrorm,renes°ndAR Condaimrerr,ue WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOafIR NOTICE OF COMMENCEMENT. �bercer ffr duf rhmeern:.nop(�mrn Q.b„,.tar Mnva and ew.an. d(( y wr(M fe°noi ve o:l�`ii'malul iao Signature of Owner Sigitauve ofContmc[or Prim Name M Divi i Vi-_ __ _ print Name St M cV' Before me Before me this 22 Davuf JuN J1tiis 22 Day of July .7 016 Notary Public Notarypublic Revised 0116.10 FILE COPY DO NOT WRITE BELOW- OFFICE USE ONLY p ca e oes: L Rpevlew Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 01 Development Size Habitable Space 33 a/ S.FNon-Habitable ,62d0 S,F: Impervious area — Miscellaneous Information OccupancyGroup f---3 Type of Construction V f3 Number of Stories a- Zoning District 413C-4- Max. GLMax. Occupancy Load Fire Sprinklers Required Flood Zone R Conditions/Comments: R.O.W.Permit Attachment of for R.O.W.Permit#_issued 2016 Atlantic Beady FL 32233 Owner's Name: Toll FL VI,LP Property Address: 1726 Atlantic Beach Drive Atlantic Beach,FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 77 RE.#: 169505-1680 REVOCABLE ENCROACHMENT PERWr THIS REVOCABLE ENCROACHMENT PERMIT,issued on this_day of 20_,by Atlantic Beach,Florida,a municipal.rporamon organized and existing under the laws of the State of Florida,hereinafter refined toes"CTY"and Toll FL VI LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beech for the purpose as described in the City of Atlantic Beech Right-of-Way/Fasameat permit numbers noted above(copies attached). This work is genenally described as: Pavers in the Right of Way for the driveway. Any facility maintained,repaired, erected,and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CRY to the USER,said notice to USER shall be given by certified mail,retum receipt requested,m the following address: 160 Care May Ave.Ponce Vedra.FL 32081 The depositing of said notice of cancellation in the United States malt shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USEWs proper address. The USER shall promptly make any and all necessary repairs to any facility ereeted or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe .edition. In the event it is necessary for the CITY m the City's approved representative or other franchised utility to enter upon the above-described property of the CITY,the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requiremems of the City Code,Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 40PY The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall most the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/mquirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shell be saved harmless by the USER from any of the work herein under the terms of this permit an1�2 Ina"Inies ane hereby assumed by the USER �^ DATED esay of 2016. BYSonSr.Vice Ido'.TollFLVI,LPbe .ofthe Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 22nd day of July "2016,personally appeared before me,a Notary Public in and for said County and State, St.Johns.Florida the property owner of 1692 Maritime Oak Drive.Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned Notary Public in for said County and State CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: Doug Laymn,Public Works Dicectm For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Lim,City Manager Page 2 of 2 FIF rn Perm1 � # 16 - SF'2 - /Iy8' LE COPY NOTICE Or, COMMENCE MENT State of:FLORIDA Tax Folio No. 169505.1680 Countymf: OLIVAE To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 77 Atlantic Beach Courtly Club W1 2.67-132 08,2&2913365 Addressofpropertybeingimproved: 1726 ATLANTIC BEACH DRIVE ATLANTIC BEACH Fl, Genemldeseriptionofimprovemenls: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM PA 19044 Owner's interest in site of the improvement: PEE SIMPLE Fee Simple Titleholder(if other then owner): Name: Contractor: TOLL BROS.,INC. Address: 160 CAPE MAY AVE.FONTS VEDRA.FL 32081 Telephone No: 904-217-0739 Pax No: 904-460-2683 Surety(ifany) Address: Amount of Bond 8 Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MBRTEN Address: 160 CAPE MAY AVE.PONTB VEDRA.FL 32081 Telephone No: 904-217,3852 Fax No: 904460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),Florida Starnes. (Fill In at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 06/30[12 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me thfaday of in the County ofDrlval,State Of Flodds,has personally appeared Notary Public at Large,Slate of to a,ComayofDuval. My commission expires 1 Personally Known: or Doc#2016160]35,OR BK 17833 Page 966, duced Identiflemion: Number Pages:i M Recorded 07/13'2016 at 03:03 PM,Rennie Fussell CLERK CIRCUIT COURT DUVAL COUNTYRECORDING$10.00 a Ironeeame,ysary<a.com N r O V W J P U A W N ... W pP to A W N •+ a O � fn o a a K g 0 5' E rr c g c F M n 3 1 p n m w gy � m � � $. a 'n' S C ei 7 d 6 6 ^ N O O ^ W z b 00po ba � 3 ryre� a S o o ,awe t=f aE0 E 3 A A q T � IJ w r— r r o � 00 00 4 >§ / \ ! ; ! k ! ! ■ & & ! . e = ( Eo / W � ` `77f ®{i $| 11 � ! \ r F ( * $ i ! z ! ( ! ; 4 ; f E - ! r2 ! � — : : p — ; = ; � . wm � � , w — • , w � � , : , [ # ; a -Ea ! r2 k � ( k # & f # ! | ( \ \ ) § ) | \} ) / % ( — \} , !& w7m @ E ! . « J 2 ! / \ § ( ! ! } 7 � \ ( ± { / ' / ` k \ \ ) ( # 2 FILE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method I Project Name: Anastasia 3301 Right SW Builder Name: Toll Brotherelnc. j Street: 1726 Atlantic Beach Dr.(Lot 77 AS) Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number. Owner Toll Brothers Inc. Jurisdiction: 26130 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing Now(From Plans) 9. Wall Types(3618.2 sgft.) Insulation Area 2. Singlet family or multiple family Singlnfamily e.Frame-Wood,Exterlor R-19.0 3364.70 ft' b.Frame-Wood,Adjacent R=13.0 253.50ft' 3. Number of urge,H multiple family i c.WA R= ft' 4. Number of Bedrooms 4 d.NIA R= ft' 10.Gelling Types (2716.0 sqft.) Insulation Area 5. Is this a worst rasa? No e.Under Attic(Vented) R=38.0 2374.00 W 8. Conditioned floor area above grade(IP) 3301 Is.Under Able(Vented) R•19.0 342.00W c WA R. ft' Conditioned floor area below,grade(fttr) 0 11.Ducts R ft' 7. Wbldows(415.6 agft.) Description Area b.Sup: tttiF Rat:r. Attic,AH :2nAbld Floor 6 166 a .U-Factor. Dbl,U=0.33 415.56 ft SHGC: SHGC-0.30 12.Cooling systema kBlulhr Efficiencyb. Il-FaUor. NIA ,Cooling Unit 16.0 SEER:14.00 SHGC: b.Central Unit 36.0 SEERA4.00 a U-Factor. NIA ft' SHOD: 13.Healing systems kBtu/hr Efficiency d. U-F ctor. NIA ft' a.Electric Heat Pump 18.0 HSPF:9.20 SHOD: b.Electric Heat Pump 36.0 HSPF:6.20 Area Weighted Average Overhang Depth: 6.570 ft. 14.Hot water systems Area Weighted Average SHOO: 0.300 e.Natural Gas Tandem Cap:1 gallons 8. Float Types (3301.0 Edge Insulation Area EF:0.800 a.Slab-0n-Grade Edga lnsulatlon R=0.0 27i8.00its b. Conservation features b.Floor Over Other Space R-0.0 585.00 ft' None c WA R- ft' 15.Credits Pstat Glass/Floor Area: 0.126 Total Proposed Modified Loads: 73.11 PASS Total Baseline Loads: 80.79 1 hereby certify that the plans and specifications covered by Review of the plane and OQSBE bT4TF this calculation are In compliance with the Florida Energy Specifications covered by this J Off, Code. calculation Indicates compliance / with the Florida Energy Code. PREPAREDBY: f0+ Before construction Is completed (yx g this building will be Inspected for DATE: compliance with Section 553.908 ' I hereby certify that this building,as designed,Is In compliance Florida Statutes. O e with the Florida Energy Cod . * COD WE'1� j OWNER/AGENT: BUILDING OFFICIAL: -- DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factoryaealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report In accordance with R402.4.1.2. 512u201610:02 AM EnergyGeugelsUSA-FlaRes2014 Section R405.4.1 Compllant Software Page l ors FORM R405-2014 PROJECT Tllw Anastasia 3301 Right SW Bedrooms: 4 Address Type: Street Address Sullcing Type: User Conditioned Area: 3301 Lot# O.vnen Toll Brothers Inc. Total Slopes: 2 Biock/SubDivislow If of Units: 1 Worst Case: No PlatBook: Bulder Name: Toll Brothers hm. Relate Angle: 0 Street 1728 Atlantic Beach Dr. Fang Office: Atlantic Beach Cross Ventilation: No County: Duval Judsdiclbn: 261300 Whole House Fan: No City,Stale,Zip: Atlantic Beach Family Type: Sigle-family FL, Naw/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Tamp Heating Design Daly Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jecksonvllla FL JACKSONVILLE_IM 2 32 B3 70 75 1281 49 Medium BLOCKS Number Name Area VoWme 1 Blorkl 2716 27160 2 Block2 585 5265 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Mein 2716 27160 Yea 4 3 1 Yes Yee Yes 2 2nd Fluor 585 5265 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Petlmeter R-Value Area net R-Value Tile Wood Carpet_ _ /' 1 Slab-On-Grade Edge Insulatio Main 225.40 0 2716 ft' —_ 0 0 1 V 2 Floor Over Other Space 2nd Floor __ __ 585 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emlft Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) _]G 1 Gable or Shed Composition shingles 3148 ft' 794 ft Medium 0.6 N 0.9 No 0 30.3 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 271fift' N I W12016 10 92 AM EnergyGsuge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Freo Truss Type V 1 Under Atli.(vented) Mein 38 Blown 1906 ft' 0.11 Wood _LI/ 2 Under Attle(Vented) Mein 19 Blown 225 ft' 0.11 Wood %/_ 3 Under Athc(Vented) 2nd Floor W Blown 468 ft' 0.11 Wood iv/ 4 Under Aid.(Vented) 2nd Floor 19 Blown 1178 0.11 Wood WALLS Adlecent Cavlly Width Height Sheathing Framing Solar Below V w n..t b ru=ILT)ye SPs� o-tr=lu Ft Ft In Aida-P-VaIua-Frad1.o Absor_Gmda� � 1 SW Exterior Frame-Wood 2nd Floor 19 38 0 9 0 342.0 ft' 0 0.23 0.8 0 V 2 SW Exledor Freme-Wood Mein 19 16 10 10 0 168.3 ft' 0 0.23 0.8 0 3 BE Exterior Frame-Wood 2nd Floor 19 20 6 9 0 184.5 ft' 0 0.23 0.8 0 J.[4 BE Extarlor Frame-Wood Main 19 82 2 10 0 821.7 It' 0 0.23 0.8 0 /5 NE Exterior Frame-Woad 2nd Floor tg 3B 0 9 0 342.0 ft' 0 0.23 0.8 0 1 6 NE Exledor Frame-Wood Meln 19 45 0 1D 0 450.0 ft' 0 0.23 0.8 0 7 NW Extedor Frame-Wood 2nd Floor 19 20 8 9 0 184.5 ft' 0 0.23 0.8 0 �8 NW Exledor Frame-Wood Mein 19 82 2 10 0 821.7 IV 0 0.23 0.8 0 V/ 9 SW Garage Frame-Woad Main 13 28 2 9 D 253.5ft 0 0.23 0.01 0 V�710 E Exterior Frame-Wood Main 19 2 6 10 0 25.0 ft' 0 0.23 0.8 0 711 N Extedor Frame-Woad Main 19 2 8 10 0 25.0 fl? 0 0.23 0.8 0 DOORS # Oml Door Type Spars Storms U-Value Width Height Area Ft In R In 1 SW Insulated Main None .4 3 8 24 ft 2 SW Insulated Mein None .4 2 8 8 213W WINDOWS Orientation shown is the entered Proposed orientation. / Wall Overhang V # Oml ID Frame Panes NFRC U-Fedor SHGC Are. Depth Separation Int Shade Bordering �L 1 SW 2 Vinyl Low-E Double Yee 0.33 0.3 35.0ft 1ft41n 1ftO In Drapeabllruds Exterlor5 �L 2 BE 4 Vinyl Low-!E Double Yea 0.33 0.3 45.0 ft' 1fl41n 1fta in Drapeemnnds Exteriors JL 3 BE 4 Vinyl Law-E Double Yea 0.33 0.3 3.6 W i ft 41n i R O in None Exledor 5 V/ 4 BE 3 Vinyl Low-E Double Yes 0.33 0.3 30.0ft 1ft4in 1ft01n None Exterior 5 NE a Metal Low-E Double Yes 0.33 0.3 128.0 ft' 18 ft41n 1ft01n None Exterior5 6 NE 6 Vinyl Low-E Double Yes 0.33 0.3 45.0 ft' 1 ft 41n 1 ft 0 in Drapeardllnds Extedor 5 7 NE 6 Vinyl l.ow-E Double Yes D.33 0.3 20.0ft1ft4in 1ft01n None Exledor5 8 NW 7 Vinyl Law-E Double Yea 0.33 0.3 30.0 ft' 1 ft 4 in i ft O in Drapeslbllnds Extedor 5 _ 8 NW 7 Vinyl Low-E Double Yes 0.33 0.3 15.0 fO 1 ft 41n 1 ft O in Nona Extedor 5 10 NW 8 Vinyl Low-E Double Yea 0.33 0.3 45.0 ft 1 ft 4 In 1 ft O In None Exterior 5 8 Vinyl Low-E Double Yes 0.33 0.3 18.0 ft' i ft 4 in i ft 01n Dmpeslbllnds Exterior 5 8(3/201810:02 AM EnergyGauge®USA-FlaRe52014 Section 11405.4.1 Compliant Software Page 3 of 8 FORM R405-2014 GARAGE # Floor Area Ceiling Area Exposed Wal Perimeter Avg.Wall Height Expmed Well Insulation ` 1 602 ft' 602 fl 6411 S it 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000312 27D2.1 148.34 278.98 .2958 5 HEATING SYSTEM _ # System Type Subtype Efficiency Capacity Block Duels ✓ 1 Electric Heat Pump None HSPF:8.2 18 kBtuIhr 2 sys#2 —tL 2 Electdc Heal Pump None HSPF:8.2 36 kBtulhr 1 sys#1 COOLING SYSTEM # System Type Subtype EfBciancy Capacity Air Flow SHR Block Ducts V 1 Central Unit - SPIN SEER:14 18 k&Whr 540 cfrn 0.7 2 sys#2 ✓ 2 Central Unit Split SEER:14 W kBtWhr 1080 ofm 0.7 1 syS#1 HOT WATER SYSTEM # System Type SubTypa Loallon EF Cap Uae SetPnt Conservation _ 1 Naturel Gu Tankkss Geroge O.B i gal 80.9 gel 120 deg Nona SOLAR HOT WATER SYSTEM FSEC Collector Storage Con # Company Name System Model If Collector Model is Area Volume FEF ✓ None None DUCTS —Supply —Retum— Air CFM 25 CFM25 HVAC# V # Loa6on R-Value Area Location Area Leakage Type Handler TOT OUT ON RIF Heal Coal 1 Attic a 253 M AHic 123 M Default Leakage 2nd Floor (Default) (Default) 2 2 2 Attic 6 200 ft• Attie 85M Default Leakage Attic (Default) (Default) t 1 i i 813201810:02 MI EnemyGauge®USA-FlaRes2014 Section R405.4.1 Compliant ScBware Page 4 of 9 FORM R405-2014 TEMPERATURES PmgmmablCoolingfaBrC((1JThermoelaJun l0t Y Fob (r% rr ' C rfeiling Fans:f[ fI II I1 I` I[% x0(71De IM Vae89 ` jJan IIFeb [% Mar p!]Apr May IX�Jun Jul[X� �Au�g [xISP tA� IA�Nov Dec1 ] Thermostat Schedule: HERS 2006 Reference Houm Schedule Type 1 2 3 4 5 8 7 8 9 10 11 12 Cooling(WD) PM 88 78 80 78 78 78 78 78 78 78 so 78 78 78 78 7808 Cooling(MH) PM 78 78 78 78 78 78 78 78 7878 78 78 78 78 78 Healing(WD) 68 PM 66 66 86 68 68 66 68 68 68 68 68 68 fib 66 66 Heating(WEH) AM 68 68 66 68 66 68 68 68 68 68 68 68 PM 66 68 66 6 68 66 68 68 68 66 66 86 1 Bfd1201610:02 AM Ener9yGauge®USA-FlaRaS2014 Section R405.4.1 Compliant Softwaro Page 6of6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) j DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index,the more efficient the home. 17213 Atlantic Beach Dr. (Lot 77 AB) , Atlantic Beach , FL, 1. Newconstructlon orexisting New(Fmm Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3384.708' b.Frame-Wood,Adjacent R•13o 253.508' 3. Number of unik,H multiple family 1 c.N/A R= 8* 4. Number of Bedrooms 4 d.WA R= R 5. Is this a worst case? No 10.Gelling Types Insulation Area a.Under Atlic(Vented) R--Mo 2374.00112 8. Conditioned floor area flP) 3301 b.Under Attic(Vented) R=19.0 342A08' 7. Windows" Description Area c.N/A R- ft e. UFactor. Dbl,U=0.33 415.588• it.aDucal R fP .Sup:Attic,Ret Attie,AH:2nd Floor a 253 SHGC: SHGC=0.30 b.Sup: Aid,Rel:Attic81c,AH:AItic B 200 b. U-Fetor: WA W SHGC: 12.Cooling systema kBlulhr Efficiency c. UFectoc N/A f a.Central Unit 18.0 SEER:14.00 SHGC: b.Central Unit 38.0 SEER 14.00 d. U-Factor. WA W 13.Heating systems kBtuna Efficiency SHGC: a.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 8.570 fl. h.Electric Heat Pump 38.0 HSPF:8.20 Area Weighted Average SHGC 0.300 S. Floor Types Insulation Area 14.Hot water systems Cap:l gallons a.Slab-On-Grade Edge Insulation R=0.0 2718.008' a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 585.00 ft* b. Cunservatknfeatures c.WA R. if None 15.Credits Pstat I I certify that this home has compiled with the Florida Energy Efficiency Code for Building p g 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 Co a pliant features. Builder Signature: Date: a Address of New Home: )UAba r, City/FL Zip: COD Wulf *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) 538-1492 or see the EnergyGauge web site at energygauge.com for Information and a list of certl8ed Raters. For Information about the Florida Bullding Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT. WW01e10:02AM EnergyGauge®USA-FlaRss2014 -Section R405.4.1 Compliant Software Page l oft FORM R405-2014 - Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1726 Atlantic Beads Dr.(Lot 77 AB) Permit Number. Atlantic Beach ,FL, �ANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) I display card be completed and cedUled by the bunker to be accurate and correct before final approval of the building for occupancy.Florida law [Sectfon 553.9085,Florida Statues]requires the EPL display can!to be Included ea an addendum to each sales contract far both presold and nonpresoid resp enfiel buildings.The EPL display card contains Information indicating the energy performance level and efficiencies of components Installed In a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Alr leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance with the requirements of Sections 8402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and 11402.4.1.2.The sealing methods between dlsslmllar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed In Table R402.4.1.1 shall be Installed In accordance wtih the manufacturers Instructions and the criteria listed In Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Tasting. The building or dwelling unit shall ba tested and verified as having an air leakage rata of not exceeding 5 air changes per hour In Climate Zonas 1 and 2,and 3 air changes per hour In Climate Zones 3 through S.Testing shall be conducted with a blower door at a pressure of 0.2 Inches ws.(50 Pascals).Where required by no code official,testing shall be conducted by an approved third party.A written report of the results of the lest shall be signed by the party conducting the teat and provided to the oldie official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During tasting: 1.Exterlorwindows and doom.fireplace and stave doors shall be closed,but not sealed,beyond the Intended weatherstripping or other infiltration control measures; r 2.Dampers Including exhaust.Intake,makeup air,backdraft and flue dampers shall be dosed,but not sealed beyond Intended IrlflUration control measures; 3.Interior tions,If Installed at the time of the test,shell be open; 4.Exterior doom for cenllnuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,If Installed at the time of the fast,shall be turned oH;and . 6.Supply and return registers,U Installed at the time of Me test,shall be fully open. Jn R402.4.2 Fireplaces. New wood-burning fireplaces shall have Ught-fitling flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air Infiltration rate of no more than 0.3 dm per square foot(1.5 Llsfm2),and swinging doom no more than 0.5 cfm per square foot(2.8 Uslm2),when tested according to NFRC 400 or AAMAANDMNCSA 101/1.S.2fA440 by an acoredl(ed,Independent laboratory and listed and labeled by the manufacturer. / Exception: Site-buillwindows,skylights and doom. f0 8402.4.4 Recessed Ilghting. Recessed luminaires Installed In the building thermal envelope shall be sealed to limit air leakage between conditioned and uncondl(loned spaces.All recessed luminaires shalt be IC-radd and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Lm)when tested In accordance with ASTM E 283 at a 1.57 psi(75 Pal pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior well or calling covering. rpm R403.1d Thermostat provialon(Mandatory). At best one thermostat shall be provided for each separate heating and cooling system. y R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary eledrioresistance heal shall have controls that,except tluring defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. 11403.2.2 Sealing(MandatolIWI ducts,all handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers,shall be constructed and sealed in accordance with Section 0403.2.7.2 of the Commercial Provisions of this code and shell be shown to meet duct tightness crlteda by pasbconstmctlon or rough4n testing below. Duct Ughtness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified In accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free"by either of the following: 1. Post-construction fast:Tote)leakage shall be less than or equal to 4 cfm(113 Unpin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of OA inches w.g.(25 Pa)across the entire system,including the manufacturers air handler enclosure.All regular boots shall be taped or otherwise sealed during the lest 2. Rough4n test:Total leakage shell be leas than or equal to 4 cfm(113 Umin)per 100 square feat(9.29 m2)of condl(lonetl floor area when tested at a pressure differential of 0.1 Inches w.g.(25Pa)across the system,Including the manufacturers air harkler enclosure.All registers shell be taped or otherwise sealed during the test.If the air handier Is not Installed at the time of the test,total leakage shall be less then or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. exceptions: 1. The total leakage lest Is not required for ducts and air handlers located entirely within the bulking envelope. 2. Dud testing is not mandatory for buildings complying by Section R405 of this code. x=01810:02 AM EnergyGauge USA-FIaRes2U14 -Section R405.4.1 Com Page 1 of FORM R405-2014 MANDATORY REQUIREMENTS (Continued) I,L.l 8403.2.3 Building Cavities(Mandatory).Building framing cavities shall not be used as ducts or plenums. Y R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(41'C) or below 55-F(13'C)shall be Insulated to a minimum of R-3., 1 R403.3.1 Protection of piping Insulation. �1 R403.4.1 Circulating hot water systems(Mandatory). Circulating hat water systems shall be provided with an automatic or modify 1 accessible manual switch that can tum off the hot-water circulating pump when the system Is not In use. p R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with Integral heat traps and having vertical pipe dears shall have r heat traps Installed an both the Inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'A Inches(89 mm)In the hot water distribution line and cold water line located as close as possible 1 to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1.1.1 Aulometfr m the to Service water haalbg systems shall be equipped with automatic tee.The i controls i capable of adjustment from the lowest lo the highest acceptable temperature settings for the Intended use.The minimum temperature setting range shall be from 100'F to 140'F(38.0 to 606C). R403A.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied te electric service systems to be fumed off.A separate valve shall be provided to pent the energy supplied to the main burner(s) of ambustion types of service water heading systems to be turned off. 8403.4.4.2 Water heating equipment. Water hoofing equipment Installed In residential units shall meet Me minimum efficiencies of Table C404.2 In Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as pan of a combination system shall satisfy all stated requirements for the appropriate water heading category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403A.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are must by the annual solar energy factor of the system.The soler energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certlfled Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9808,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in Installed solar water heating systema should meet the following adults: 1. Be Installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be Installed al an orientation within 45 degrees of true south. R403.SMechanicalvenfilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved Meana of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. R403.0 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S basad on the equipment loads calculated In accordance wiU ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(If split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described In Section R302.1.This code does not allow designer Safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by lout intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systema. • R403.6.1.1 Cooling equipment Capacity. Cooling only equipment shall be selected so that Its total capacity is not less than the calculated total load,but not more than 1.16 times greater then the total load calculated according to the procedure selected In Section 403.6,or the closest available size provided by the manufacturer's product lines,The corresponding latent capacity of the equipment shall not be less then the calculated latent load. I I 813/201610:02 AM EnergyGluge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity.(continued) The published value lar AHRI total capacity is a nominal rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower elm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculatlon and shall be adjusted for return side gains If the return duct(s)le Installed in an unconditioned space. Exceptions: 1. Attached single-and sensible load but not residential equipment sizing maybe selected so that Its cooling cepaclly Is less than the i calculated total sensible load but not less than 60 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and muldfamlly unlls,the capacity of equipment may be sized In accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps string shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total coding capacity shall not be more than 1.15 times greater than me design cooling bad. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated awarding to the procedure selected In Section R403.6.1. R403.6.1.2.3 Fowil fuel heating equipment The capacity of fossil fuel heating equipment with natural tlreft atmospheric bumars shall not be less than the design load calculated In accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermlltent'basis,such as anticipated additional bade caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or hearing within that space by one or more of the following options: 1. A separate cooling or heating system Is utilized to provide coaling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions In lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-malting systems,supplled through energy service to the building,shall Include automatic controls capable of shutting off the system when the pavement temperature is above 55•F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature Is above 40•F. ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and Inground apes shall be as specified in Sections R403.9.1 through R403.9.3 and In accordance w1th ANSUAPSP-15.The energy requirements for portable spas shall be In accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch gnat Is mounted outside the heater to allow shunting off the healer without adjusting the thermostat selling. 8403.9.1.1 Gas and ollfired pool and spa heaters. All gas-and oll-fired pool and apace heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested In accordance with AHRI 1160,Table 2,Standard Rating Conditions-Lmv Air Temperature.A lest report from an Independent laboratary Is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O 8403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be Installed on all heaters and pumps.Heaters,pumps and motors that have built In timers shall be deemed In compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-andwasta:heet-recovery pool heating systems. 3. Where pumps are powered exciusiveiyhom on-site renewable geperation. O R409.9.3Covera. Heeled swimming pools and Inground permanently Installed spas shall be equipped with a vapor-retrrdamtcoveron or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the anergy for heating from site-recovered anergy,such as a haat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps In permanently Installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently lnstalletl lighting fixtures shall contain only high efficacy lamps. Exception: Low�voltage lighting shall not be required to allies high-efficacy lamps. J91' R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systetds shall not have continuously burning pilot lights la R40Y Performance ONLY. All ducts not entirely Inside the building thermal envelope shell be Insulated to a minimum of RU. fit R405.2.1 Performance ONLY. Ceilings shall have minimum Insulation ofRA9.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufflcent space.R-10Is allowed. 8/3201610:02 AM EmxgyGaugs6 USA-FlaRes2014 -Section R405.4,1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 4 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 4 Project Name: Anastasia 3301 Right SW Builder Name: Toll Brothers Inc Street: 1726 Atlantic Beach Dr.(Lot 77 AS) Permit Office: Atlantic Beach City,State,zip: Beach ,FL Permit Number: Oconee Toll Toll Brothers Inc. Jurisdiction: 281300 Design Locallon: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air bander shall be installed in the building envelope. / Exterior thermal envelope contains a continuous border. Breaks or joints In the air border shall be sealed. Air-permeable Insulation shall not be used as a sealing material. Ceiling/af c, The air barrier in any dropped ceiling/soffit shall be aligned with the / Insulation and any gaps in the air beater shall be sealed. i Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be Insulated and the junction of the foundation / Walls and sill plate shall be sealed. / The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walla shall be Installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim foists Rim joists are Insulated and Include an air bonier. Floors (Including above-garage Insulation shall be Installed to maintain permanent contact with underside and cantilevered floors) of subfioor declang. The air border shall be Installed at any exposed edge of Insulation. Crawl space walls Whers provided In lieu of floor Insulation,Insulation shall be permanently / attached to the crawlspace walls. ✓// Exposed earth In unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cowifies Betts In narrow cavities shall be cut to fit,or narrow cavities shall be filled by Insulation that on Installation readily conforms to the available cm, spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures Installed in the building thermal envelope shall be air tight,IC rated,and sealed to the drywall. Plumbing and wiring Batt Insulation shall be cul neatly to fit around wiring anti plumbing in / exterior walls,or Insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall barrier rwalll adjacent to showers and tuba shall bend tubs. and the air barrier installed separating them from the showers end tubs. Electrical/phone box on The air barrier shall be Installed behind electrical or communication boxes or air sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air baffler shall be installed on fireplace walls.Fireplaces shall fiave, � gaskeled doors. Pepelotl 8/3/201610:02 AM EnergyGaugeat USA-FIaRes2014 Section R405.4.1 Compliant Software FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Anastasia 3301 Right SW Builder Nems: Toll Brothers Inc. Street 425 Atlantic Beach Dr.(Lot 77 AB) Pemtlt CKcs: Mark,Beach City,State,Zip: Atlantic Beach ,FL Permft Number Design Location: FL.Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3301 sgft. Card.Volume: 32425 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Sin le or Multi Point Test Date I I ELA: HOUSE PRESSURE FLOW. EgLA: ACH: ACH(50): SLA: I R402.4.1.2 Testing. The building or dandling unit shall be tested and verified as having an air leakage rate of not"wading 5 air changes per hour In Climate Zones 1 and 2,3 air changes per hour in Climate Zane.3 through B.Testing shall be conducted with a blower door at a pressure of 0.2 shall be tInches W.9. 50 est shell bets signed by I the party conducting the laby the code Land provided ltogthe code official.Testing shall be by an pethird party.A written report of the is of the performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.itdedorwlndows and doors,(replace and stove doors shall be dosed,but not sealed,beyond the Intended weatherstdpping or other iofllrafon control measures; 2.Dampers Including exhaust.Intake,makeup air,backdreft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures; 3.Interior doors,If Installed at the time of the test,shell be open; 4.Exterior doom for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heeling and cooling systems,N Installed at the time of the test,shall be turned off,and 6.Supply and return registers,If Installed at the time of the teat shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, G4JaE STgy.BO performance results demonstrate compliance testing shall be conducted by an with Florida Energy Code requirements In approved third parry.A written as accordance with Section R402.4.1.2. report of the results of the lest shall o be signed by the third party O y conducting the test and provided to SIGNATURE: the code official. �cDD WS �V� PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: a/J/201510:02 AM Eoer,Gsugere USA-FlaRes2014 .Section R405.4.1 Compliant Software Page t of t Mccowan Project Summary Job: 77ABCC Hee1MpAAi + Data.. CaMiLbiMp.S (Rest Of House) By: Sbphen Barber TTI'OOO McGowan's Heating & Air Conditioning, Inc. •850 Coryna RW,Oren Pet.F1UN3 PIw,e:SiW27"339 Fm:X1-7760368 Ero1:Muryganc0pweneac.am Web:w ,mc arieccan Pro'ect Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Pointer Vedra,FI 32081 Phone: (904)217-0739 Fax (904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrotheminc.cem Notes: The Anastasia Desian Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 eF Outside db 99 "F Inside db 70 'F Inside db 75 eF Design TO 38 eF Design TO 24 'F Daily range M Relative humidity 50 Moisture difference 61 grflb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25758 Btuh Structure 21651 Btuh Ducts 3713 Btuh Ducts 4724 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 chn) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29471 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25875 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3515 Bluth Ducts 830 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(fto) 2716 2716 Equipment latent load 4345 Stub volume(R') 27585 27585 Air changes/hour 0.23 0.12 Equipment total load 30220 Btuh Equiv.AVF(cfm) 105 _ 56 Req.total rapacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade Trade Model CH14NBO36 Cond CH14NBO36 AHRI ref Coil FB4CNP036 AHRI ref Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 23520 Stub Heating output 35200 BWh@47"F Latent cooling 10080 Stub Temperature rise 31 'F Total cooling 33600 Btuh Actual air flow 1050 cfm Actual air flow 1200 Clint Air flow factor 0.036 cfm/Btuh Airflowfactor 0.045 chn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf htsort• zolaeaoa3 aaafi:7e 9 LO,n1M&Jt.rop WC M A Front3 Door boas Pyet ..Imctian\Tall aroOenNnealeale 3301810111+00 LYc=MJB Fmnl Ooor Yeua:SW McGowan Project Summary Job: 77 ABCC Y: Lee1'O9dA" UP B Stephen Barber CaWi4mui? a McGowan's Heating & Air Conditioning, Inc. .s.C.H.-Read,0mpe P..F1 U071 Phi 1x42760339 Fss:910.2760388 Emelt: NW:www.mcpdww•x.wn Pro'ect Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Pointe Vedra, A 32081 Phone:(904)217-0739 Fax (904)814-8173 Web:www.tollbrothers.mm Email. smerten@lollbrothersinacom Notes: The Anastasia DesicinInformation Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 eF Outside db 99 °F Inside db 70 'F Inside db 75 'F Design TO 38 "F Design TD 24 eF Daily range M Relative humidity 50 Moisture difference 61 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6897 Btuh Structure 6170 Btuh Ducts 1135 Btuh Duds 1529 Btuh Central vent(0 cfln) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8100 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12755 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1349 Btuh Ducts 268 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(fly 585 585 Equipment latent load 2417 Btuh Volume(13) 5967 5967 Air changes/hour 0.52 0.28 Equipment total load 15172 Btuh Equiv.AVF(cfm) 52 28 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Cartier Trade Trade Model CH14NB018 Cond CH14NBO18 AHRI ref Coil FB4CNP018 AHRI ref Efficiency 8.2 HSPF Efficiency 11.0 EER, 14 SEER Heating input Sensible cooling 12180 Btuh Healing output 16800 Btuh@4TF Latent cooling 5220 Stub Temperature rise 29 °F Total cooling 17400 Btuh Actual air flow 525 cfm Actual air flow 600 dm Air flow factor 0.065 dm/Btuh Air flow factor 0.078 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016Np0 W09:2a + Wrightsoft, Cemkneullder Eywngmwn11ao3RSu12270 Peae2 ArCk ..h imnall Wffieral aseiWa 3301 RI0ermP Cale-VJ8 Fm,I Doer Wea:SW First Floor uxs 'Maaa eaai'.' 10x16 � 14 Bxa 10x0 B' B' )'Fan _. .... _. 4 )' g9AAeeroTg4 M IN 8x4 0x4 4• 4• extz Bmame 2wry aPxe Be'r� n2 12112 x13 9• I. 24aay po ex Ot 0o e� e.0 34ne awry e• u• 0x4 [ Nollt Pa�e7.�� 1�x 10 Bx P.- It 8•"I rr r+� 13e 12 101a mninq Foyw we IIxt 12x0 caru(o e 10, r eed Job#: 77 ABCC McGowan's Heating &Air Conditioning Scale: 1 : 125 Performed by Stephen Barber for: Page 1 Slave Marten 4850 Conine Road Comfort Buhler by Mghtsofl 180 Cape May Ave. Orange Park,FI 32073 17 0.03 RSU12270 Porte Veba,R 32081 Phone:904-270-0339 Faa:904-27841366 2016 M03 09:09:53 Pro.:(904)217-0738 Fax1904)814-8173 w�wamcgowansac.com Korey®mcgowenNecon, ..rolhersWnaeasia 3301 Right.mp vmw.t011Mtlhen.mm emerten�lallOrdbnainu00m 9p M.M� 14- 4 e4- a• ee�M1'i 3 Fa rzx12 ® tt exlz m• ex+z 7 17 1 kan ax 10 di13 6x12 7' 'setisen:J Job#: 77 ABCC McGowan's Heating & Air Conditioning Scale: 1 : 125 Performed by Stephen Barber for: Pege2 Sur.Meren 4050 Collins Road Comtorl Builder by PMghtso6 180 Cape Mer Ave. Orange Park.FI 32073 17.0.03 RSU12270 Palle Vadra,FI 32081 Pbone:904-278 0339 Fax 904-270-0366 2010-Aug 03 09:09:54 PhOn,Bill 217-0739 Fax.(90 )810.6173 www.mogOwansaccom korey@mr,.ansac wm _mlhersWraatasb 3301 RghMp w .lollerdhare.cam emeren@wIIemNereNewm WCOV.UnManual S Compliance Report Job 7TABCC H.nVBAir 7 Date: c,v,asII, id (Rest of House) By: Stephen Barber McGowan's Heating &Air Conditioning, Inc. 4050 CWne R.,0.nge Pet,n a=3 PMee:8 27803ae Fv.[00.2780380 Lear:kary®me}wsy ..Wpb.ygywmycveyjagemm For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedm,FI 32081 Phone:(904)217-0739 Fear (904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothersinc.com Cooling Design Conditions Outdoor design DB: 99.2-F Sensible gain: 25875 Btuh Entering coil DB: 75.8'F Outdoor design WB: 80.2'F Latent gain: 4345 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 30220 Btuh Indoor RK 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB036+FB4CNP036 Actual airflow: 1200 cfm Sensible capacity: 25940 Stub 100%of load Latent capacity: 4888 Btuh 113'/,of load Total capacity: 30828 Btuh 102%ofload SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.7'F Heat loss: 29471 Btuh Entering coil DB: 690F Indoor design DB: 70.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: CH14NB036+FB4CNP036 Actual airflow: 1050 cfm Output capacity: 26666 Btuh 90°%of load Capacity balance: 28 'F Supplemental heat required: 2805 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1050 cfm - Output capacity: 8.6 kW 100°/of load Temp.rise: 24 'F The above equipment was selected in accordance with ACCA Manual S. t wri htsoft' 2ote.rage30e09:29 +1 9 Cants BalEabCale- 817.0.03 R5f2270 Pe0e1 ...Inclbn\Td16pIMnUnaale5b 3301 R1ghl any Celc•MJa Fronl Wafaxa;SW 6.�e McGowan Manual S Compliance Report Job: 77 ABCC oare: •�.y'fJ�7 up By: Stephen Barber U McGowan's Heating &Air Conditioning, Inc. 4050 Wiina Bear,crane.Pak,n 32073 Phme:00 V.a3B Fez 9)0.2760385 E.Q:eoreytIbacgeaen re Web:x a,gtarv.—mn Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Porte Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.2"F Sensible gain: 12755 Btuh Entering coil De: 75.8F Outdoor design WB: 80.2'F Latent gain: 2417 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 15172 Btuh Indoor RH: 50% Estimated airflow: 600 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB018+FB4CNP018 Actual airflow: 600 chip Sensible capacity: 13068 Btuh 102%of load Latent capacity: 2474 Btuh 102°/6 of load Total capacity: 15542 Btuh 102%ofload SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 8100 Btuh Entering coil DB: 69.6F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB018+FB4CNP018 Actual airflow: 525 chn Output capacity: 12947 Stub 160%of load Capacity balance: 16 'F Supplemental heal required: 0 Stub Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 Cho Output capacity: 1.8 kW 77%of load Temp. rise: 10 °F The above equipment was selected in accordance with ACCA Manual S. xol6Ngm OB:e,:xe WrighYSOft' charm ht.1W\ e1>ama3u1x270 w••z 3an ...WNon\Tdl9mlhenNneeba1. 10.pM.rvP CeIr=WMJB Front Door lecas:5W WGlowan Duct System Summary Job: 77ABCC Raa7ma4µ _ @ Date: cma,wrna (Rest of House) By: Stephen Barber McGowan's Heating & Air Conditioning, Inc. 4850 Catlins Road,Orange Park,FI 32073 Phone.90198.OJ39 Fax 9M$759368 EIMII:Morey@mcgowanaac coo Wed:ww.v mcgowansactnm Project Information For: Steve Merten,Toll Brothers,Inc. 160 Cape May Ave.,Ponte Vedro,FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.lollbrothenrcom Email:smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.340/0.160 in H2O 0.340/0.160 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1050 ctm 1200 dm Total effective length(TEL) 628 ft Supply Detail Design Htg Clg Design Diann H x W Duct Actual Ftg.Egv Name (Btuh) (ctm) (dm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk Bemx c 273 10 10 0.212 4.0 0x0 VIFx 20.6 140.0 st2 eed.00p,x c 1412 48 64 0.081 6.0 NO VIFx 100.0 320.0 tits aeYaxn3 c 1755 77 80 0.205 6.0 NO VIFx 26.0 140.0 st2 Doom, c 1907 73 87 0.156 6.0 0x0 VIFx 32.9 185.0 s13 Fa,ar c 2102 89 96 0.212 7.0 0x0 VIFx 20.4 140.0 st2 Gran anodes c 2612 89 119 0.129 7.0 0x0 VIFx 44.5 220.0 s14 Gro Rexnc c 2612 89 119 0.122 7.0 NOVIFx 53.3 225.0 st4 Beer Ronald-D c 2612 89 119 0.122 7.0 0x0 VIFx 53.3 225.0 st4 Ed, c 807 11 37 0.221 5.0 0x0 VIFx 14.0 140.0 st2 Madan Sam h 3035 108 60 0.093 6.0 Oxo VIN 89.4 275.0 st5 nodereedmoe h 2210 79 78 0.097 7.0 NO VIFx 81.4 270.0 st5 Me.Bed.00m.A h 2210 79 78 0.098 7.0 Oxo VIFx 75.6 270.0 sly Pana, h 146 5 4 0.160 4.0 0x0 VIFx 27.0 185.0 s13 Rdred-A c 1264 48 58 0.080 6.0 NO MR 107.4 320.0 st6 red6 a 3711 126 169 0.204 8.0 Oxo VIFx 26.7 140.0 st2 M. It 719 26 15 0.084 4.0 NO VIFX 95.0 310.0 st6 he c 88 2 4 0.083 4.0 NO VIFx 97.5 310.0 st6 c 41 1 2 0.096 4.0 Oxo VIFx 85.9 270.0 sly edea c 70 2 1 3 1 0.080 4.0 Oxo 1 VIFx 1 100.4 1 325.0 1 st6 +wright"ft• Corned BdaorWWn,hlepxl7A03RSUM70 20+sAoe-e30e:o9::9 Ppe t ...WNon\idl&oNera\Mule¢ie 3301 fli9Mmp Cdc-MJB Frml Wx Kcn:$W Supply Detail Table Htg Clg Design Veloc Diam H x W Dud Name Type (c5o) (dm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 126 144 0.080 326 9.0 0 x 0 VnIFlx s15 st5 Peak AVF 392 362 0.080 499 12.0 0 x 0 VmIFlx st4 s14 Peak AVF 659 719 0.080 672 14.0 0 x 0 VinlFlx st3 st3 Peak AVF 737 809 0.080 580 16.0 0 x 0 VinlFbc st2 s12 Peak AVF 1050 1200 0.080 679 18.0 0 x 0 VinlFbc Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size(n) (cfm) (dm) (8) FR (fpm) (in) (in) Opening(in) Mall Trunk rb5 0x0 247 277 201.1 0.080 259 14.0 Ox 0 VIFx rt2 rb9 0x0 142 191 148.4 0.108 350 10.0 Ox 0 UFx rt2 rb3 0x0 168 202 165.9 0.096 145 16.0 Ox 0 VIFx rt2 rb1 0x0 292 344 73.0 0.219 986 8.0 Ox 0 VIFx rsb2 Oxo 201 186 106.5 0.150 575 8.0 0x 0 UFx Return Trunk Detail Table Trunk HtgCIg Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Tnrnk 02 Peak AVF 557 670 0.080 379 18.0 0 x 0 VinlFlx +wrightsOft' z0laweusaeae:s cpmron emwer ey Mamwn 1To a+asmzzTo 2 Fwe z ..tutw\Tok em emW asleala 3301W [mp CMc•MJ8 Fmnl Do Mwa SN McGowan Duct System Summary Job: 77ABCC HexrmD4Nr Bate: UP 6y: Stephen Barber TT"JJ� McGowan's Heating 81 Air Conditioning, Inc. 40`A CNIIna ROM.Omnga Pe*,FI32073 PMne:90L27B 0339 Fax: 2760388 Emelt'.koreyt9mcgowanaac.mm WM:xxw.mymrenaec mm I Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.289/0.211 in H2O 0.289/0.211 in H2O Lowest friction rate 0.169 in/100ft 0.169 in/100ft Actual air flow 525 elm 600 chn Total effective length(TEL) 295 ft SupplyDetail Table Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (i n) (n) Matl Ln(ft) Ln(ft) Trunk barns h 716 47 43 0.183 5.0 0x0 VIFx 18.0 140.0 st1 natl4 c 1701 104 133 0.179 7.0 0x0 VFx 21.5 140.0 st1 bW] A c 1701 104 133 0.169 7.0 0x0 VIFx 26.0 145.0 st1 M-A c 1624 110 127 0.170 7.0 0x0 VIFx 25.3 145.0 st1 ke-s c 1624 110 127 0.172 7.0 0x0 VFx 23.3 145.0 all =4-A h 749 49 39 0.173 4.0 0x0 VIFx 22.1 145.0 st1 SupplyDetail Trunk Htg CIg Design Veloc Diann H x W Dud Name Type (cfm) (dm) FR (fpm) (in) (in) Material Tfunk at1 Peak AVF 525 600 0.169 1 661 14.0 1 0 x 0 VnIFlx Return Branch Detail Grill Htg CIgTEL Design Veloc Diam HxW Stud/Joist Duct Name Size(n) (chn) O (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 0x0 200 214 124.5 0.169 393 10.0 Ox 0 VIFx n1 rb2 0x0 325 386 121.5 0.173 361 14.0 Ox 0 VIFx rt1 c +wri htsoft' mJacuba3 o•:oa:s9 B Cann Ret.ePEy Wc-MJB 17.0.IXf R501— Pepe3 ..Vudlon\TOIIBMM1enWnealeala 3301 Rgl,l.mp CYc=MJB Front Oocrdma:SW Return Trunk Detail . - TrunkHtg Clg Design Veloc Diam H x w Dud Name Type (Cfm) (.fm) FR (fpm) (in) (in) Material Trunk rti Peak AVF 525 600 0.169 561 14.0 0 x 0 VnlFlx +wri htsoft' camw emaa,ey v .moouasmzzio P,.4 ,.. ..Wdon%TdIW*Me WosWa a=lftM.m, CM—MA Fmnt Mo M1 S:SN Lumber design values are in accordance with ANSVTPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeke RE: 10473TO-Anastasia MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Anastasia Model: Tampa,FL 336104115 Lot/Block: 077 Subdivision: Atlantic Beach Address: 1726 Atlantic Beach Dr City: N/A State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: Fl- General LGeneral Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/rP12007 Design Program: MITek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 88 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Flodda Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 79094528 CJ01 720/0163 T9094550 FG09 7/20/016 2 T9094529 CJ12 720/0164 T9094551 FG10 720/016 3 T9094530 EJ01 720/0185 79094552 FT01 720/016 4 T9094531 EJ02 720/0166 79094553 FF02 720/016 5 T9094532 EJ03 72010187 T9094554 FT03 720/016 6 T9094533 EJ04 720/0168 T9094555 Pot 720/016 7 T9094534 EJ06 720/0189 T9094556 P02 720/016 8 T9094535 EJ07 720/0180 T9094557 T01 720/016 9 T9094536 EJ11 720/0161 T9094558 T02 720/016 10 T9094537 EJ12 720/0162 79094559 T03 720/016 11 T909453B F01 720/0163 T9094560 T04 720/016 12 T9094539 F02 720/0164 T9094561 T05 720/016 13 T9094540 F03 720/0165 T9094562 T06 720/016 14 T9094541 F04 720/0166 T9094563 T07 720/016 15 79094542 F05 720/0187 T9094564 T08 720/016 16 79094543 FG01 720/0168 T9094565 T09 720/016 17 T9094544 FG02 720/0169 T9094566 T10 720/016 18 T9094545 F003 72010190 T9094567 T11 720/016 19 T9094546 F604 720/0191 79094568 T12 720/016 20 T9094547 FG06 720/0192 79094569 . T13. . 720/016 21 T9094548 FG07 72010193 T9094570 T14 720/016 22 T9094549 FG08 720/0194 T9094571 T15 720/016 The truss 1 rrrUryri referenced above miTek SA,Inc. under my direcsupervision bas on the parameters provided by Building Component Supply. ;♦ q�e ry�� Ng'�;•'9.y�� Truss Design Engineer's Name: Albani, Thomas _ *9380 My license renewal date for the state of Florida is February 28,2017. - TE OF IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the junsdiction(s)identified and that the �%.00< R 10 P��_,♦ designs core with ANSI/TPI 1. These designs are nparametersS ebdesi uchi 9 comply 9 Po � ♦ shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 4r 70N At-E d♦ given er ncek. Anyp only,and information oacc unt in trepekaratioamers rrrrrr rr lrtt�„ file reference purpose only,and wap not taken into d the in the preparation design of nXnXCA ILmI R Xo.aY440 thesedesigns.r e dekgns not independently verified theture ue,the balding esi as" tart,W orae .P. parameters orthetlbility to,design parameters building. aeforoncorporate these designer esarfnla hXIIIW.impn99BID should verily ll buil applicability design parameters ahtl property incorporate(hese tlesigna oaX: into the overall Wilding design per ANSIRPI 1,Chapter 2 July 20,2016 Albani.Thomas 1 of 2 F1 C C 7 y BCS UILDING UMPDNENT UPPLY, NF 4627 EP Nqu BE .. BWTE 200 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS _ 10'-1 1 /B° SECOND FLOOR LAYOUT SCALE: 3/ 1 6" _ . J '0" -- ----" 2131 - 7,1 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building Components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the a e a 9 placement drawing.The building designer is responsible for temporary and permanent bracing of the mof and - - - _ Poor system and far the overall structure.The design of the truss - support structure including headers, •m.rw . 'c E 0 B t beams,walls,and columns is the responsibility of the building designer. a For general guidance regarding as a bracing,Consud'Bmdng of Wood Trusses"available from the Truss Plate Institute,583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to/was layout and engineering dowments that arrive with delivered { ' field musses. a Unless noted otherwise,all beams are by oMere. ATE Fbp Trvee Gnnetln Oy REVISIONM M PN W OSP 00/00/15 vep Ho B USP TH VEP THOM ab I] 2 WP TIOH3fi3 1 CYENT TOLL BROTHERS w, - 5! 8OeO1V1elON AT liw.E BEACH NE .. - 11 PW T,w W,-vxNv Vvl m wII Menti P...Y sly 10 L1° 0.5P 1930 E MODEL ANAETwE1A CEP THDM 1 .R f da p - E..N ce<Ra1e n.. _ DRAWN BY LOT # RAs DATE FIRST FLOOR LAYOUT077 07/20/2016 SCALE: 3/ 1 6" = 110n REP is 10473 B viceiuw � r< �n g '. = .� .{ .$'_6 '{ 16'� �•�T, t;..€1� "}y( .4. evmae 8 . � . 8 . g - a $ . +� a euxa �..� � uxc m _ mce ren 8 6 �� - � _� �a .we $ uw ev ceuro W � rm '^' ew . �� .. _ _ _ i— _ — 4 - �E ! p — �� q ri e . � _ e e i_IE RE: 10473TO -Anastasia Site Information: Customer Info: Toll Brothers Project Name: Anastasia Model: Lot/Block: 077 Subdivision: Atlantic Beach Address: 1726 Atlantic Beach Dr City: N/A State: FL No. Seal# Truss Name Date 45 T9094572 716 7/20/016 46 T9094573 717 7/20/016 47 T9094574 718 7/20/016 48 79094575 719 720/016 49 T9094576 720 720/016 50 T9094577 721 720/016 51 T9094578 722 720/016 52 T9094679 723 720/016 53 T9094580 724 720/016 54 T9094581 725 720/016 55 T9094582 726 720/016 56 T9094593 727 720/016 57 T9094584 728 720/016 58 79094585 729 720/016 59 79094586 730 720/016 60 79094587 T31 720/016 61 79094588 733 720/016 62 T9094589 734 720/016 63 T9094590 735 720/016 64 T9094591 T36 720/016 65 T9094592 T37 720/016 66 T9094593 T38 720/016 67 T9094594 T39 720/016 68 T9094595 T40 720/016 69 T9094596 T41 720/016 70 T9094597 T42 720/016 71 T9094598 T43 720/016 72 T9094599 T44 720/016 73 T9094600 T45 720/016 74 T9094601 T47 720/016 75 T9094602 T48 720/016 76 T9094603 Vol 720/016 77 T9094604 V02 720/016 78 T9094605 V03 720/016 79 T9094606 VO4 720/016 80 T9094607 V05 720/016 81 T9094608 VO6 720/016 82 T9094609 V07 720/016 83 T9094610 V08 720/016 84 T9094611 V09 720/016 85 T9094612 V10 720/016 86 T9094613 V11 720/016 87 T9094614 V12 720/016 88 T9094615 V13 720/016 2 oft rl6a rIR yfir fibi .1ral IwYiTo 4q1 aa*open TBOBU'1D 1 1 'IJab Relerellce o IonBl &YYJLBcunMdn Bu(gy.JsibTnVN.R 34xY aloe We3o Wale ri"S equYrso lm eSo. o Iex4mxwe PoBi 1 IDdul4dNly2pLODOFCtle W>XCp'ISPBgwayLT LUA05ku11RGISPT3cf2gpSmLpNdMyw]qT 2-b5 215 �/0 A ��.r`9 38412 SpN.18.8 2 ly 1 6 3 3xa II 4 eea I 6Ba PMtaomels an Is.a34 a1a1 LOMM(pal) SPACING- 2-0 CSI. DEFL. In (ded VdeB Led PLATES GRIP TCL_ 20.0 Plate Gdp DOL 1.25 TO 0.07 Ver1(LL) 0.00 4 >gg 240 W20 2W190 TOOL 10.0 Lumber DOL 1.25 BC O.W Verl(TL) 0.00 6 >QW 180 BOLL 0.0 Rep Stress Ina YES WB BOO Harl -0.00 2 Na Na BCDL 10.0 Code FSC2014,7PI2P07 wwx-MS WNgM:TiIt FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SDUWrelxoodsheatningifiddlyapplietlor2-l-socpudins, exwpt BOT CHORD 2x4SPNn2 and verkalit WEBS 2x4 SP Ni BOTCHORO Rigid ceBng diradry applied or lOa0 cc bmdng. MTek recommends Met Stabilizers and required cross bracing W Installed during truss erection,In accordance win Slabilizer Installation Ida. REACTIONS. MSHo 4=1Si8IMecM1enlp1,3-7RAecM1animl,4=113bS7 Mex Holz 4=180(1_12) Max Uplift 2=-20(LC 12),3-(LC 3 20),13 C(1) 12) Max G.2=480(1_1),3=140(1_3�,0=113(LG 1) FORCES. (Ib)-Mex.Conp.dNax.Ten-AII forms 250(Ib)or lase except then shovm. NOTE& 1)Wird ASCE 7-t0;VWn=l"ph(&second gmp Vmd=101mph;TCDL=S.Opst BCDL=S.Opd;h=25X;8=4511;L¢4ft;ea ft;Ca II;Ex,B;End.,GCpi=0.18;MW FRS(tliredhonpg and C-C Comer(3)zone;-MMSvel tell mglmed;porch tell and dght expomgC-C for members eM to,.8,MW FRS for readlons show;Lumber DOL=1.80 plete gdp DOI 60 2)This tms3 has been designed f0r a 10.0 PSI ballon chord live load hanconcunent MM any other live loads. 3)-The,tines has been deslgread for a firmload d 2oDpef on the bottom cMrd In all press Where a rectangle 3-0-0 bull by 2-0 0 wide Wit fit beMeen me bottom chord and any other member. 4)Rotor to girder(sl for truss to truss connedlons. 5)Provide macM1eniml connedon(by oNers)IX truss to beaMlg plane reliable of wtllatarWing 20 to UPIA at jdn 2,13 to uplift at john 3 and 31 to uplift at Idn 4. LOAD CASES) Standard A W4eNWfi-VMIy NXen Rooe venLPFJO NOTE4 de her As.MC1.WIEx PEF3R4NCE..a.11.—le0lNIs BEFONE Ube. IXNT vJklkv,waryywMl ari..ccnrcrcralxIMaey{y{}�tbvrxf anlYrRer,[um,elers 9nwn.pq kra m edn4xld WMtp m,rot a nrpanbm.Belvue us. deA—mus,vuuN l.IX{Alc2llN.'ado,rgraneler:aW m ,Inm,ord.lMow pr Non¢ovma Wdlo 'PI dr—on too tW hlaI---IWCYIM"IY,tl.—Ir..mil«oMtlmmm.m root.NkWbvJ Wor,dui[aaI Mmlp MM nn","osio I=aaWr�nlua4etl Iw SklMYly od lopava,l".1iWT IwpLyepelxyuf YxuY o✓I P'oCaM I..,, iw doled pkM¢e rBoydp the,IMImlblalw<po.tlelNery.annchnm]W¢N of lmwn ud Nn SI W1b4M10uda,aunt,Wadb aM a Wlg Cprygxnl eBw Fury ESI MI M1Yp.S-ov ..tan Y,m RWeha4I 218 N.Ise Sneer.our,312 NemuLy VA Y1314. ....FL Stara Job Tmss Twas Type Oly Ply Aitheres fM73T0CJ12 Awl Special Structural Owl. 1 1 T1,010150, B Id pC pd 8uppty, Jscxsamlle,F132258 9.010a Apr2D2016 MITea lndumas.im Wad Ju1201498:34201e Pagel ID:eul4rlNl?iZDLODOPCde 1,cp?aWWApDHIS3w MPd5n s6 OSLWg3y,"U 215 2-1-5 186 r1Y2 Sale=1 B7 2u I t 5 dffi 4 3 2N II 0E-0 2-10 o 2- Plate OXngs,(XY)- IS. 1-81 a68 tea 4 5 LOADING(psp SPACING- 2-DO CSI. DEFT. in (Iw) Wen tM PLATES GRIP TOLL 20.0 Rate Grip DOL 1.25 TO am Van( 0.00 4 >099 240 W20 244/180 TCDL 10.0 Limber DOL 1.25 BC am Ved(TL) am 4 agBB 180 BOLL 0.0 ' Rep Stress Ina YES WB am Hoa(FL) -GAO 3 We Ne BODL 10.0 Code FBG20,VTPp00] MNdx-MS WdgN:a lb FT=ns, LUMBER- BRACING} TOP CHORD 2x4 SP No.2 TOP CHORD Structure wrwa sheathing drealy applied or2-1 5 w purlins, BOT CHORD 2x4 SP No.2 excor and redcals. WEBS 20 SP No.3 BOTCHORD Rigid celling directly applied or 6aO oc bracing, REACTIONS. (lWlze) 3=35b-4-12,4=11ffi5d Max Hoa 0.-1](11012) Max UPIIn 3=-23(LG 12),4.30(LC 12) FORCES. (Ib)-Mac COmF Mac Ten.-All forces 25O(Ib)Or less accept ttlten shown. NOTES- 1)WIM:ASCE 7-1Q VUIt=13(mpn(3-second gust)Vasd=101mph;TCDL=5.Opsf,BCDL=5.0peb h=25X;B=45ft;L-24R;eave=4f,Cat. Il;Exp B;Encl„GGpl aw;MFRS(directional)and C-C Cornelia)zone;.11h r r Ian exposed;porch len and right exwsed;C-C for members and forces 8 MFRS for reactions shorn;Lumber DOI=t e0 plate gulp DOL=160 2)Tmss tlealgned for WM loads in the plane of tho turas mly. Forstuds exposed to Wind glormal to the face),sae Standard Industry Gable End Details as applicable,or consult gudilie l bullring designer as For ANSVTPI 1. 3)GOO,4blde speed.114 0 oc, 4)This inns has been designed for a 10.0 pat regain Grow INe lead nonconcunent MM any other No toe ll 5)'This loss has bean designed lora live Idea of 200psf on the bottom chord In all areas where a rectangle 3aO tall by 2-0 0 awe w111 fit between the bottom acid and arty other members. 6)Protide mechanical walBctwd (by others)of topes to beading plate capable of wittetanding 23 lb uplift W joint 3 and 3011,uplift a1 ant 4. Q wgaNxidVWh CMgnpremelxv nnONEIa N07E4(W PIngHU M'CLVOEONnExaEFENJ XCE PPOE AVF7O]nv lMiYlOIY6EFOPE U4E �' LL�4{y,vtlld lonre weyvN�MIIeFVtmn�u,dm,INytleyp�eL�wtluYYurxn Fbanalen Ycwn uO6luixJMIJt1WI Wallop mm�µnL w1 MI[AHCavb'rr, BocMauhWeddM1q pWNx�l MicgWo11rcINk.Y k2E�watL vaM/w cfurd ntenIXLerseNY!YPAMIkrv4lemhWr xle WrimmenldsRy x mXdn rewrad ro,.Rxrlr�N�oroae�emealaY,lmnomlerreaor,naa.Ya.Lr„wArlYe�d.Ne. n.eery rvxlereLvmen,e MlTek �'kdlWLnuave.cMYrerv.mecemmiLx«kparinvtxrma mrmeMems"eeANsl/INI GudIh UrI1xW.DE9-04aM ae4l wtl]Naeompn•nr e4agxFe Ee 9MIYNXwmoXm wW11Me Rwn ln®RaR RntlMe.11tl N.Leeaheet SUIledll,Nevm:N.VP22d14, ieonpa,FL 43awra Job Twe Ttuss Type (My Pty AnesNaa 9094630 104>3T0 EJ01 Heli Hi0 1 1 lob Reference el ou11o1rp l.omporemauppry, Japaamlle,F132269 8.0OWKd20 Cp?-Tet6Wq* hvYoh, Wed"I-L :30:352016Pege1 Ip:wubrIN1912pL000PCdeDarkCp0.28EteWgr2_IIrYOM1IB%BKFc%1_Lt1XWiV%ggDbKyw6t16 1-0"2 2-0-0 id-2 61,14 NAILED style=tdaa � em 1z s 1 i z Id T8 11 WIILm 4 3 W-f22 a-]s 1-0-0 zA0 Dbf1 ton 1 Plate ortaeta Ixn- feo-3e o-1-BI LOApNO(pal) SPACING 2-POEILV-`101) DEFL, In (lac) Iran Wd PLATES GRIP TLL 20.0 PNle Gdp DOL 125 0.00 4 >999 240 M]20 244/190 L10.0 Lumber DOL 125Ven(]L) -0.00 4 >999 130 BOLL 0.0 ' Rep Stress bwr YESH.(]L) -0.00 2 We No OL1D0 C014RPI200] Weight 7It, FT=R)ea LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Strudoal wood sheathing dlrecby applied or 2-0-0oc purlins, BOT CHORD 2x4 SP NO2 except and Whir U. WEBS 20 SP Na3 BOTCHORD Rigid celllog directly applied or 10-0-0oc bracing. REACTIONS. (W.I.) 3=6/Mecbenical,4=94A)3A,2=47Mtechenicri Max Hou] 4=2](LC 12) Mex Uplift 3=12(LC 12),b1]ILC 12),2=-25(LC 12) Mas G.3=24(LC 3),49 (LC 1),2d](10 1) FORCE& (Ib)-Mai Comp.dvlax.Ten,-Allforces2W(I1,)orlesserceptwhenshoem. NOTES 1)Wind:ASCE 7-10;Vult=lWmph(3second gust)Vaed=101mph;TCDL=5.0ps1;BCDL6.Opm;h=25ff;B=4511;L=241,;eave=4f;Cat, II;Elm B;End.,GOp1=0.18;MFRS(Mrectional)and C-C Egerlor(2)Ochre;cantilever IeR exposed;pamb left and r,m esposeQ(D-C for members and forces S MFRS for reacttma shown;Lumber DOL-1.60 plate grip DOL=1.W 2)This buss has been designed for a 100 psl bodom cflord live load nonconcmrenl with any Omer live loads, 3)'This(rias has been designed fora live load of 20Dpd on the bottom chord In all areas where a rectangle 36-0 tall by 2-0-0 wide, will Ill between me Wgom chord and any other members. 4)Roger to girdeu(s)for mac to truss conllectlms. 5)Pemde mechanical connection(by Others)W the to bearing plate capable of withstanding 1211,uplift at joint 3,17 go uplift at joint 4 and 25 lb uplift al,ohe 2. 6)'NAILED'Indicates 31 W(0.148'x3')Or 2-12d(0.148'x325)toe"nals,For more details refer to MITek'3 ST TOENAIL Detail. 7)In Her LOAD CASE(S)sexton,loads Applied to me tate of me truss are noted as front(F)or bad(B). LOAD CASE(S) Standard 1)Dead♦Pool LIVe gunamced):Lumber Increase=125,Plate Increase=1.25 UNfonn Loads(pit) Ven:1-2=E0,3-5=20 Concamtrated Loads f1b) Vert:]=1(8) Q wI NNW6"VxIty OWpn pnvmtlmrp PE4a HOrt9 aN our WCLUOEO N1IEx AEFE .a PoaE as. 1.or �,—yoom solusNire,lr,eMlclPoewnuclwe Ria IXaYpn 60aeaoNYu(bn pea„errvn Mwn.orv]klw m MrMM dlkOv}am{wrnnt ml dNWgdaByrelmW vellN lneq%Ylc2iry of Uu6J�lxywlplwi aq P'a�BYNcwr"oraR Xttl Hg�reo lM oveNl d101p Oetlpn. ®alpfMcaMlkmpevenr Gx`JM1gahNMdlluw�m]/a<Iwlamem� aYy.PGQIbMlempaay ugfat aaGp MiTek” kdwganyorra n al "eY roPerelllwX[pa wllh eperwxd 114xYmlwa>arYtlmgR. Fa IXlual9lkfmce re9a<d"U rile Itlakallwlfldoae.tltlNay.elpCllmaa axYw olmmsb m11w5ylenu,sseE-ndyIOA.0 I,Xwb.o9a-09 oq eCY W11MpCwnpMnr lWrli.sfie em"a. MNIy Wwnwtlon avtlltlLetan IIIPfla1e EUIIMa"fl8 N.lee SPeat SJIe a1R,NavawW VPYlil4, Tenp,FL]351a Job Trus True.TYPE Ory Pty Ahwdade 10473T0 EJ02 Jack-Open f 1 . T8084sa1 00 Pefem ti I1 ,.y ryohwm puppy, 4ecrmnwne,LI n2256 8.010.Apr202018 MITek IMu Ile. Jul 2016:38:352018 page 1 ID:wIL4riNl?2pL000PCtleDsdcCp?-20E18Wg2hw_MYOInAX8KXeKFCXI LLIXWiVXggOdKywBUe 200 260 2 Sul.=1'.11A B.6J 12 t d 5 3811 6 9 6612 TM 1 oat2 1 los I Plate onsets fzn- Isoa0o-lal LOA ill lipai) SPACING- 2-DO CSI. DEFT In (I¢) Vda0 l/tl PLATER GRIP TCLL 20.0 pa, Grip DOL 1.25 TC 007 Veri(LL) 0.00 4 s999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.05 Vii -0.00 4 AN 180 I'LL OD ' Rep Stress In YES WE 0.09 HorzQL) -0.00 2 Ne Na ,CDL 100 Cotle FBC2014?P12007 Mdrix-MB Weight:7In FT=20.6 LONBEW BRAGNG- �- TOP CHORD 2x6 SP No.2 TOPCHORD Gradual wool shedh8g directly appllel or 2-0-0oc potline, BOTCHORD 2x4 SP No.2 anept entl verticals. WEBS 20 SP Ni BOTCHORD Rigid celling dredly applies or 10-0-0 oc bmdng. REACTIONS. (IWslze) 2=47AAedrerft.l,3=7ANohftfti 0.9M0-38 Max Hors 4=27(LC 12) Mex Uplift 2=-25(LC 12),3711(112),4717(LC 12) Merz G.2=47(LC 1),3-24(LC 3),41-=94(i 1) FORCES. (Ib)-Mai CompMax.Ten. AlHorces250(Ib)orleas eveptwhen show. NOTES 1)WIntl:ASCE790;Volt=130mph(3secondglet)Vaetl=101mph;TCDL=S.Opd;BCDL-S.OPM;h25ft;87150;L=245;.6 l;Cat. 11;Exp 8;End.,GCd=0.18;MW FRS(Otredlonel)and C-C ExteboR2)zone;camllever left egloeed;pomh kft that right exposei C for members and forces 8 MWFRS for reactions shown;Lumber DO1=1.80 plate grip D0L-1.80 2)This truss has been deagned for a 10.0 pat Whom dand live lod noncoreunent with any other Ilya bads. 3)-TM1Is tri here been Oedgned fora Ili load of 20.01 on the bottom chow in all areas where a redangl,360 tell by 2 0 0 wide will fit between the bottom d rd and arryogwr members. 4)Rater to girder(a)for was to truss connectlare. 5)Prodtle mechanical waredlon(by others)of hues to bearing plate capable of withstanding 25 lb uplift at joint 2,11 to uplift at joint 3 and 17 In uplift at joint 4. QWA/M'NIi�wY.y4.YanpwmlN UW....'a,GN iMS AHO NICLPoE0 iW2R eEfEP4 are F40E MMl0 i]nr.IN0.NO5..USE O W4an aero¢.RaNdYM✓Jbr#yxry nnnl wMrywMry llw[gIItWllyoldeYP�[rxan�eelei .ry lsfa'(IWMdxf"a"mhymrenL rot Y wpxcb ll'hdepsnlnlo llpoVwtll W�g�1gl.da4g 4tltt4phlo PeventWM9ohINA]W 9iswabt>wLuclwvamemeahe cvY`vq/WJnad lemP9aY�.Id nehmuenldocM MRek' hWMw�.Rw.aM MMlNad bgevmlcdl4/avMbWdMeF�w.N hVAVaNW�nY Wn�e. dPldaice heWhOq.he i.dwv4e.OdAehy.aeclbnaddackgdhu�aq ttJ¢ppema.eeµy/Iell OudlM Gllx{a.IHy.Yaq K9l euMnp CahryanxY 7eWi FLE 10 SdAly INamp.pl MdW'atan Ihu Ra6lMkae.Ole N.lee Sheet Fate 312 NamvNh VAY3311. enpe.FL]MIO Job 1111 T.Type A my Anaboon. 104]3TO EJ03 JackCloaetl 10 1 Talar 2 Jeb 1 I calming...,^wmi � i supply. eealsouafLe e,n6 9.010'NO'n'-n-MiTek"LOA ea,11 Wel Ju1201419:362016 Pagel ID:wW41iNl'fI2pLOD ftDS Cpl-WLOFI Tplpm1yE_1E1OC M2GryemK n7myAU5 380 3&0 14 II acak=1le, 4 3 6.W 12 3W o 2 f e 36 II 914 116 3130 360 Plele OdseN(XY1-- f102-00-0-121 LOMING(pfif) SPACING 20-0CSI. DEFL. In floc) Udall Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.13 Vad(LL) -0.01 69 >999 240 W20 24,6190 TCDL 10.0 Lumber DOL 1.25 SC 0.11 Vetl(fL) -0.01 " >999 160 BCLL 0.0 ' Rep Stress Mor YES WS 0.00 WD(TL) 0.01 1 Na No BCDL 10.0 Coda FBC201,6TPI2o0T Viffi S Weight 16 lb FT=2096 LUMBFA- BRACING TOPCHORD 2x4 SP NO2 TOP CHORD Structural NOcd shaalMng directly applied Or 3-6-o do plMlce, BOTCHOHD 2a4SPN02 except and vedirals. WEBS 2x4 SP NOS BOTCHORD Rigid ceiling directly SLIDER Left gyp SP NOS 1-6-0 9 9 Yapplletl drtao-0 oc bracing. REACTIONS. (IWica) 1=129N53,6=1401Mechenlcal Max Hors 1=50(LC 12) Mex UPIfft B=34(LC 12) FORCES. (to)-Max.ConplMax.Ten.-All tome5250(Ib)orloss exceptwhen shown. NOTES- 11 Wing ASCE T-10;V01=130mph(3-amPdd gust)Vaed=101mph;TCDL=Sopsl BCOL-5.opsl;h=25h;1371511.L=2411;aavexh;Cat. II;6y B;Entl.,GCPI�0.18;MFRS(dlrectlonel)and"EMedorl nne;GC for members and Lames&MW FRS for rexdons Moran;Lumber DOL=1.60 plate gdp DOL=1.60 2)TWO twos has been dwilgned on a 10.0 psi WHOM WOW We load rchCencunent add any other Ide loads. 3)-This time We peen designed fora five load of 20.0ps1 on the bottom chord in all areas More a rectangle 3-60 tall by 2-0-0 wide Wil fit between to bottom chord and any other members. 4)Refer to girdar(sl for hues to truss conowtials. 5)Phdrde mechanical connection(by others)of truss to bearing plate capable of wiUstaMing 34 In uplft at John 6. �wgaXM'e�VUXytlµyngrmxlx�magFAe NO]E40.Y]XSgNU M'CLVMOMI]Ex gEFFggNCE P1eEMLL]4Arn,muceISaEEORE UEE ��' b o" MM Iw ue wYYYAm MIIaMu<wuieclai.6hdWdna Cli¢duNYM+�n VxaNieleii.Nrvm.mtl hlw m M1Autlxf IMWgccmpnwl,rot aAIn6idead" lweue.11w od1 deAOWmuAW IddAmdWIIYo10s5un It dlemaggapvlYhcnWrale Rh Wyjl Nle II¢avatll ri,e sepal. exrowA:meaetoww�M�1a wroalriexalwlll�w.nawwawaN,ww,w.mr.rmewalwNwlMra.11>a1mMwXrawln MITek 6dv.'eK1eP.Aed ldrbLCrYmdbpavanlMMexllh lxMMe MNwM yexYaM VeVaM WnuA. rn�nwtl PMluil:e leWNlq are ICMkVIkn Slwgre.tlglvery.elecRcnavJ trw}polln�[wJMgryalwmn3e/JLy/ryI1GMIy CwxIq Q16HYM 6C91 BUMF9Ce11�M1Y 7,Ido .1.N. 9MIy MlwmWon ovtllAYy hwn Lim Nob FieMa 418 N.Iee Street,yJN312 NeiatMp Vq ZA14. errya. L 3]610 Jab Truss Truse Type Ory PIY Anaetede pOB4533 104J3T0 EJOI Jack-Claee0 10 1 i1 DRi M1 ouwmp r.gnpangx puppry, OaCYSonnIb,M1132268 BD0PCdwr202p18 XMdXntlushies,la. Wetl Jul 201458n—JK8PNel ID:wu141WI41ZpL000PG0eDstkCp9_XMtlXBseeadnSpAnyAOKHCM502N9Ocn_JKpGyweUb Sao I Sad w t Scale=l:2]3 3 ]0 12 2 34 4 1 5 h4 11 N 4 Aad Aad Plate gleets(%YF 110.1-120-1-81150.1-8 btal LOADING(PT SPACING 2a0 CSI. DEFL. In (l��M20 Al PLATES GRIP TCLL 20.0 Pleie Gdp DOL 1.25 TO 0.18 V:(LL) -0.01 M120 244/190 TCOL 10.0 Wmber DOL 1.25 BC 0.11 ValQl) -0.01 BCLL 0.0 ' Rep SVess Iwr YES WB 0.04 V LL)) -0.00 BCDL 10.0 Code FBC201MTP1200> MMdx-MB Weight:23111 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SDUnural woad saludinng direct,applied ora Doc purlins, BOTCHORD 2x4 SP Ni except sari execals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling dlreclly applied or 10A0 cc bra ft REACTIONS. idolater) 8=12=/ 8,5=135IMsdNp l Max Harz 691 LC 12) Max Uplift 5=TU(LC 12) Mex Oral 6-123(LC 1),5=152(LC 1]) FORCES. (Ib)-Max.Comp.Mtax.Ton,-All forowl pb)orless eadpiwflen shown. NOTES- ' 1)Wind:ASCE 7-10;VUH-lWmph(3-senxq quill)Vasd=101mpD;TCDL=S.Op f;BCDLd.Opsl;h=25X;B�Sd;L=24X;seve=4R;Cat. 11;had B;End.,GCpil MWFRS(dlrectlanaB and"EVerbr(2)pone;and vehlcal left exposel for chembels am forces A MWFRS for reactions shown;Lumber OOl=1 B0 plate I DOL-180 2)This truss has been designed for a 10.0 ge het om dwrd III load conconsunem with any other live bards. 3)•This truss las been designed for a live load of 20.Op5f on the bottom chord In all areas where a rectangle 3-60 tall by 2-0-0 wide x111111 beareen the bottom dload and any other members. 4)Refer to giMegs)for truss to truss connectors. 5)Provide mechanical connection(by Bthee)of truss to l aeMg plate depend of withatan0ing TO to upli0 at joint 5. AWI.. Vwlry OnlengrumrxunE a..NATES el pals l.d..ances aEFEe .VIAE al ne a scot iceaceE USE ' I as- cr m,Eelore aw.."Jucilo loin.116WtlrkMc ,..Iursm Ixsciolgnrlwwrt mrlkIw mF11Npy Ma.cert.1. rot lnppwr muslveAlylM c[pto[Mlry of W9p'gwomelenuN gogXIYL¢aucu r M..unnlo lra 'h wenPaaopn. Ra Jx1 Y✓Yalad 6lo gavenldx�lLpmaMNSrd law�wDamle trema mambas or+v.oeavaae lamparmmdPemreaalgaaro MiTEeK ttAwW.reglYetl Wald Wlymdbgewnlcdlgxg u11r1 3e caaaf?rygm]gq¢Mdt'daw rw('....sorterupaypaw �ndxam uNdNay exec ux" Usual 218 N, itim isculi,awor l OA MI AIInKaeLa9arM BCSI BubnOdVniWriwd 1 IL EW. 9aw1'/INamaam aVdW'e tom lne Rale YSMlla.2la N.lea Sireel,atria.112.NeaavJaa VRYf]II. Tena,FL 3361a dabtrues The.Type 'Oty Ply Annular.. T9094534 100]3T0 E: Jxk-I]pBn 6 1 bP pply, Io BCoopore.SuJacfieOnwlk,Fl 32258 80105Apr202016ef eklMusnes.Im Wed JU12014383]2316 Pege1 I. ID:wu INI?VpLODOPCdeDazlcOp?-JMdX s6a rix pMryTd ldO ?OCn_JKgCMBW 8 00 led 2 SUN=1:1Be SW 12 10 p SI4 A n 1 ,4= 3 3M 11 �L1A 600 OL12 591 PIMe OtlaeB(XY)- 119-0001-BL 11'D1- O41m LORDING(psO SPACING 2-0-0 OIN DEFL In (�>W5 PLATES GRIP TCU_ 20.0 Plate 1 DOL t25 TC 0,45 VeR(LL) 0.12 W20 244/190 TCDL 10.0 Wmber DOL 1.25 BC 0.38 Ved(TL) -0.13 BCLL oo ' Rep Stress*% YES WB 0.00 HorE(Rl 004 BCDL 10.0 CWa FBC2014RP1200] warX-MS Weight 20Ite 17=20% LUMBEP- BMCING- TOP CHORD 2x4SPNo.2 TOPCHORD Slrupuml video sheathing directly applied!or6O-0wpuMae BOTCHORD 21,4 SP No.2 BOT CHORD Rigid calling directly applied or 100 O oc Vocing. WEDGE Left:2x4 SP No.3 REACTIONS. Rea.) 2=14&Mechenicei,3=7 M.Gvdmiel,1=254)-3.8 Max Hou 1=71(LC 12) Max Uplift 2=A2(LC 12).3=d6(LC 12),172(!.0 12) Mex Gov 2=148(LC 1),3=103(LC 3),1=254(LC 1) FORCES Old-Max.CempiJMax,Ten.-All forces 250(lb)or less except xhenalwvm. NOTES 1)Wind ASCE 7-10;Vdt=130mph(Oaecond gust)Vasil=tolmph;TCDL=5.0psf;BCDbS.(fthf Ir=25ft;8=458;L=24ft;eU oe V;Cat. 11;EV B;Enol,GCpi-=0.18;MFRS(directional)and C-C EtledoR2)00.0 N 300,Ntedor(1)3-0-0 to 5 114roma;cand ever Tett axpoeed;porch left alM right exposed,C-C for members and forces 8 MFRS for readbns shown;Lumber OOt_1.W plate grip DOL=1.80 2)The muss has been designed for a 10.0 psi modem chord Ilve bad mexoncument Mih any Other live food& 3)'This truss has been designed for a live Iced of 20.Opef on the bottom chord In all areas where a rectangle 360 tell by 2-0 0 aide "it fit between the bottom chord and any other membeer. 4)Rater to glydeds)for Voss to Was connections. 5)Provide meerea lcal wnneGion(by natural Of muss to bearing plate cepahe of Mihsonding 6210 uplift at Joint 2,3610 uplift at form 3 and 72 In uplift at point 1. QWdaNWaaxax tlapn pnxnnmantl eERONOiE50N rM6INO W[LUOEO MIIENPEFEPAH[E FIDE N4lOJnr.160.YAleaEFOPEUSE �!' eR1 ucMO f1 es wry WM NmiWn111-1 1..11 -.1 1Nnm.1-in"trhae 110 xwIMryhuryoln Iii anelersLuwnmm1k�Loi mIntlMtlud bJtllry cmm4wnnl.rwl ltealaLL3nlnlo lrn overtll °ware aeYpn. ®«vi U,nd1..I, m111.ro :n ern e1—imwMmU/ar„ra meniwa Addejnuo—ereu Mnoty nl.�cro MiTek BtlWrnR re4Aet1 bakdMaNro w-hw .,wllnp�lle Ca•'ilt I Ni I wM^h We. fnft.al PrMawe re9voyq Te /rwcalbn ud Je.aelAay.axMn aMd yrporina Ue lneimlama ivoundd,,v. lherllEM.PSeasaM eC9lwWlipeorrgOnml a9oa F.,1e Evrervl. snaeW lwmmaXM aamNnwrlr�m Ra�lmnnrle.zlax.INe arceev S4R 31 z.F».axiln zzal4. .mP..H axle Job Truss Trues Type Oty PN ensures ew 5351 10470!0 EJO] JecLOpen Supportetl Gede f 1 Job Bidders.( ip mmamg�aBOIOaApr20 l upsV Wetl JN2014:39:382018PNe1 10: MNIZpLODCJuCP?-SIWXd3UPFOMLM11V9G111kD3lCyxU am 8 OU eraw.1:20.1 ua li z San 12 4 - 1 I� ,Jeb- 3 ae PNte OMeeps IXY}- 11.0-000-lou 110-1-1104131 LOA M(par) $ PACING- 2-0-0 CSL OEFL, to Moc) VdeM Ud PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.85 Varga) We - Na 999 W20 24 190 TCDL 10.0 Wmber DOL 1.25 BC 0.44 Ved(TL) We - No 999 BCLL 0.0 ' Rep$bees lncr, YES WB O.LD Wd(TL) 0-00 We Ne BCDL 10.0 Code FBOwi,s,TP1240] Matrix-S WNghL 231p FT=20% LUMBER- BRAgNh TOPCHORD 2x4SPNo.2 TOPCHORDSlmotumlWxdsheathingdlrectlyappliWm8-0-0oc Wrlirls, BOTCHORD 2x4SPNo.2 except aro eodicals. WEBS 20 SP Na3 BOTOHORD Rlpo calling dreclry applied or 10-00 x bradng. WEDGE Leff:2x4 SP No.3 REACTIONS. (INUme) 3=231/8-0-0,1=234/60-0 Max Hom 1=7e(L0 12) Max Uplift 3=44(1-012),1=-8(LC 12) FORCES (Ib)-Mex.Camp.IMax.Ten. All lorcee 250(Ib)or lass except Wren shown. NOTES 1)Wind:ASCE 7-10;Vull=130mph(3-second gust)Vasd=101mph;TCDL=5 011ab BC1L=5.Opsf;1,25h;67t5ft;1--2411;save=oft;Cel. II;Ely B;End.,GCp1=0.18;MFRS(directional)and C-C Comer(3)0"to 30-0,Examearp)30-0to 5404 zone;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip 001-=1.80 2)Truss designed foretnd loads in the plane of the t.ody. For stutls exposed m Wind(normal to Me taco),see Standard Industry Gable End Details as applicable,or wnsult qualllletl building deftyrer as per ANSIRPI 1. 3)Gable requires continuous Whom MON bearing. 4)Gable etude spaced at 1-FO oc. 5)This truss has peen designed for a 10.0 pan Whom Mord IIm load nonconcuRent Wlth any other live loads. 8)-This truss has been designed for a IIVs load of 20.Opsf on the bottom Mord In all areas efiem a rectangle 360 tell by 2-00 Ode Wit Mt belween the ba rdn choN and any other mempels. 7)Phi mechanical connectlon(by offers)W truss to bearing date capable of eiMstandirg 4411,uplift at joint 3 aro 81p uplift at oin 1. All doophylseEEOR d. CeW,�w'tl Iw uie oNY w11k 1N lek®cw�meloil RY¢tle9gi kbxrcl WY upon pamielers 9urvm,o✓J klwm IrvJIµAM IUWPy ewnle+winr.ml 0inry[Ien.flan�.k¢dlMrederl]rier nos!vMN Rivg4ACWXyWdeBBr W��nivleRwW peN+erlYVrconwora mBCVYpnlnlolM over) Wr1q�Bri. ®uip XMeeRetlkly pevmrdWApWXJA]ixE lnsweppgrueawOmemlers aYr.Fd�t"r-✓J lwnWrwaWX W�rMrenf aaelre WGIC k RN%¢regiRtlk+WpllYad bpe¢enICWIW v.1Xr WCUIVR btVEYaNCMeaY Wnt@v. rw0.rEPkMce rvNdlq Ma AYrbalWt Gwa9e.delNery.weclbnagdstpal aU¢as TtllnmaMarCfeMXel/IRI pYprlYCmxb.Wed9aM R'A 6uWIip Cangmxnl 1 BBWBaMNM Te YMYINamaXm wtllMetwn lrrmflolvxWMe,B18 N.lee STev1.9J1e 31 P.Nemx1M,VPZIJIIlass.FL.Ufa Job That T.Type OtY Ply Measure 104]3T0 EJ11 Half Hp Supported 1 I lob Reference9084538 eulallp a,Omgwwnu LUppy, JWtemVIIIq F132258 1--08.01L0O9 Wed4A:332016 Pligill WDOPCtleDialCSjvOKK0kd_y3UPFIXLbllV9yMIaMDa1Cfy w Z2 We Brele.1:103 B.W 12 2 1 A 4 0 T8 11 %Ne Oftsero fA.Y1- 19038 O1AI LOADING(paQ 6PACING 2-0O "I DER. In (lot) VOeO UC PLATES GRIP TCL- 20.0 Plata Gtlp DOL 1.25 TC 0.08 ven(u) Na - No 909 W20 24411% TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ved(TL) Na - No 990 BCLL 0.0 ' Rep Stress lna YES WS 0.00 I(TIL) -0.00 3 Na Ne BCDL 10.0 Code FBC2DI4]TPI2007 Matra-S Weft Bib FT=20'6 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SiNctunal woad rueelfing directly applied or 2-1A ocpuift., BOT CHORD 20 SP No.2 except and veNcees. WEBS 20 SP No.3 BOTCHORD Rigid ceiling directly applied Or 1000 oc prating. REACTIONS. ONrze) Max Hort 4=28(LC 12) Max Uplift 3=21(UC 12) FORCES. (0) Mex Comp,NI .Ten.-All tortes 250(Ib)m less elwept wUen sFloxn. NOTES- 1)WIM:ASCE]-10;VUIL-.1 Wmph(3-aecond gust)Vasd=101 mph;TCDU5.9pat BCD",OpsF,1e25ft;B=45ft;L- 91;e9ve211;Cat. II;Ellp B;Encl.,GCpib.18:MFRS(tlireclional)and CC Cornar(3)zone;C-O for members am forces&MW FRS for reactions shovm;Lumber OOL=1.60 plata grip MO 1.60 2)Tmsa designed for wend loads in the plane of tine trues Only. For studs exposed to aund(canal m the face),see Standard Industry Gable End Details M applicable,or consult quaeifted building designer as per ANSVTPI 1, 3)Gable requires coneneous bottom chord bearing. 4)Truss to be fully sheathed from one lace or securely braced against lateral movamenl(i.e.diagonal web). 5)Gale studs spaced at 1 4-0M. 6)This mass hes been designed for a 10.0 psi bottom chord live load nonconcunem with any other INe loads. 7)-This truss has been designed for a live two of 20.OPsf on the bosom chord in all areas More a rectangle 360 tell by 2-0-0 able Will fit beMeen the Whom Mord and any other members. 8)Prowse mechenical connection(by others)Of truss to bearing plate capable of Withstanding 21 Ib uplift at joint 3. Qw4amNaWy19'tlwlye--on,mJa..NOTES ON TXISRNatlICLYOEO xmENPEFEMNCE'O.Al )4IDreu IOIlYNI59ENaEUSE ."men tlla veaYY'+IIIi MIIak6'wnrecbu MStletlp�k earvlwYYUPon pxanelASNuunm�l¢loam MM1kAxY W WYg mmPgml.ml dInn MMxn_�Ige we.IM IJdw CeepamwlvoMyry¢G.{Axt}A1y of tle9pnIwaealemad mom�lY b'.."o o im c Nlo IM q'gtll avq tlalpk ®¢wHdmledklo peYenldW]wdaxlX'ke llnarrM m]M dwd melnGd¢My.M]IbMlemnGW aq pemiaienldsw MiTek kdwawre4.tRtl Me11i1Ywd bnionJu Mlmre ni pancr ni'minNlxYgxlm'saaaunme. r pomwtl PbatissoludxlM ImitcoMlstarye.GHvaY.aeclmmitracwolMcorm]au¢WlemS teeµN/IRI GuIIy UIrM,DBB-eyYM lC91 euIWAmp Cpnpmryy 6904 yeike Ea¢I aNtl. slMYYxwn�kb�PxltlMotrwni�Rale MXN1e.Y1aN.lea SNaeL SIb]I4,rWMOh VA22]II. ie�rya.FL 33610 Jab Tmsc Those TYpa GN PN McAaae —. IO4T3T0 E,12 Jecx-Open 2 t T009153T., b Ref N 4^^� PPY, dea¢anvllle,HJ22'A 111DPCcaDd016 MITrsTOn6DBLl MJtlM14t3B:NSIdRf Paget ID:WW4rIN111IpLODOPCtlaDvkCDT-wxTOyIIMbDBL1PrZVMCGPiM1jryrTJMSIORk5yw6U2 214 � ?1-0 Scats=1'.11 603 12 1 b i A 3 4 adf II 216 216 PINe OIMeN(XYI-- 10096,0-1-81 LO&DING WI SPACING 2-0-0 CSI. DEFL In (I.) staff UC PLATES GRIP TCLL 20.0 ! Plate Gtlp DOL 1.25 TC 0.08 VZ(LL) -0.00 4 x688 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 004 Vetl(TL) -0.00 3i X999 160 wa 0.0 ' Rep Sheds lrrr YES WB 0.00 Hour(TL) -0.00 2 nra Na BCD- 10.0 Code FBC2014?P12007 Meldx-MS Weight:Tlb FT=203: LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Shooural waded SOeMbing eredry applied or 2-16 ac purlins, BOT CHORD 2x4 SP No.2 except and veWest.. WEBS 20 SP No.3 BOTCHORD Rigid calling diredly applied or 10-0-0oc bracing, REACTIONS. g1rhape) 40.TI/056,2=5,4111plechanlca,313IMechanicel Max Hour 4_--28(LC 12) Max UplIX T-25(LC 12) Max Gra,4--"(LC 1),2=54(-G 1),3=37(LC 3) FORCES (Ib)-Max.CompJMax.Tan.-Allforces250(Ib)orlessedeptwM1enshovm. NOTES- it Wind:ASGE T-10;Vu t=1 Wmph(3-second gust)Vase=101 mph;TCDL=S.Opsf;BCDL=S.O,xi M1=2511;B=451t;-2411;eava=Nq Cat. 11;Epi B;Enct,GCpi,.18;MW FRS(diree l)and C C Exleror(2)mne;GC for members and forces&MFRS for reado0s shown;Lumber DOL=1 60 plate grip DOL=1 W 2)This truss has been designed far a 10.0 If bofbm of N.lead nencorlcunenl With arty other live loads. 3)'This than Inas been designed fora live load of 20didif on the bodom chord In all press where a rectangle 36-0 fall by 2-0-0 aide will fit between the bedom tlmrd shot any other members. 4)Refer b glyder(s)for tut to lhes connedlorw. 5)Provlde mednanical connection(by others)of more to beard,plate cabbed of aamortarding 2510 uplift at joint 2. QwI a...VxllytlWenpuemwm anti aFFa MOLES ONYXAINa INLL UOED MIIEBaEieMXCE 140E N4)O]m.lagyRp169eWee USE �■' (MY{x„rtatl lw u[eMY'e11d IAIekDwsrx:krx RXrMtlm,bMea[I[MIYeWe gnanelersirwxnh uq Nlex mxWlukA�o'lWQshirm. o—, {_•■■�■M aim[ysle'n.BBlae ue.Ra WlSgde�rer muL vMN11'e ay4AtuLpry of WOgn gaamalertaM,depth/YwexWar 6tderr n hide tt 'shod' 6'.MpderxFl.Oarlg4iAcoledkb gevanlblClXy oIMNAd lnnwebad/a Jwtl TeTtenaYy. PM11M[tl lempvay wJ pamdienldwip kawm+rmAadwrwernvmeroge.anl�a'�ra wfmw�le rerwawvaal.wa+vmnme.rah eed+ra alavwarwadre hie MiTeK Ik»w sldry&tlelNxy ereclbnm]d¢hp olMmeiwJ lny ayMnc ceoµBl/Ielt OuolllY(]XW,eMd9aM aCL Wtl9q ConpwwN 7906ePae. 9dNY IrbmuBm awMge pqn Ins Plde Mllkrle,21B N.lee Saea1,9J19 J12 NewrgM.VAY[311. ,rpe.11 FL lerm]3610 Job Tr1cc Truce Type Ory Pry Meele&e 3 FOi Floor W089638 104]3T0 I ' Job Ref 8 ^N ^Wnwn auypry. ........... Yl J[Z'v6 B.OtOaPjn 202018 MITeklnduaMM,InC. Wed JU201439402016 Pagel ID:wu"l?VpMDOPCdaD ak p]-P6lmgDu_IXJCeZlI jVMEi MPVCU:Enyy_HXyw8U1 0.1_f, H a� t4 t3_0 1.ee Su1e=ta3.7 t = FP= 1b = Ilfs= SPaiN � qg= 1 2 3 4 5 8 ] 8 9 10 11 ' d25 -24 �i 23 21 20 1e 19 17 18 15 14 13 12 1.SGi 11 'S8= 4.6= 1.5311 1.5411 SANT20ii yg= 1.53 SP= lse µ e sas Plate O9sets(XVI- 156 -8 Edpel 1641-0 EGlel 10'P1-12 EGv1 114101 12 Ed 1 LOADING Mst SPACING 2-Oq CSL DEFL In (roc) Udell ren PLATES GRIP TCL1 40.0 Pkb Gdp DOL 1.00 TO 0.89 Ven(LL) -0.331]-18 ,681 36o W20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.98 Ven(IL) -0.511]-18 ,431 240 W20HS 18]/143 BOLL 0.0 Rep Stress Inv NO WE 0.65 Hoo(TL) 007 12 Na n2 BOOL 5.0 Code FBC2014/TPIM7 WditS WeIgbL 106lb FT=20%P,11%E LUMBER- BRACING TOPCHORD 2X4 SP NoAdat)'Except' TOPCHORD Stmcturalwood steelMng dlreceyapplledor5-"acpumm, 7-11:20 SP No.2duat) exmpt and m.a. BOTCHORD 2x4 SP SS(Ilat)-EXcep[' BOTCHORD Rlgld celling directly applied or l o3-0 oc bracing. 1215:2X4 SP No2ulaid WEBS 2X4 SP NoS(Ilah REACTIONS. QGsln) 12=206hMachaNcal,22=116&D Max Gre, 1220M(LC 4),22=1169(LC 1) FORCES. (Ib)-Max COmplM..Ten.-Allfomes 250 gb)or less except vmen aM1own. TOPCHORD 11-12=-206=,3 =l9 ,4-r -31181/0,58=3]184),6---38510/,8-&-3491/, 9-10=-2560/0.1 0-11=-103000 BOT CHORD 21-22=0/10&5,20-21=0.@582,1420-4371 8.181"3718.17 18==718.16-17x/3831, 1416=0/3142,1314-0/1943 WEBS 322=-1451100,3-21-=(V1075.421=102010,4-20 15.520--W(110,5-19-2298, 11-13 /1371,10-13-12760),1014=0/852,P14-806/0,9-16-(V483,816-47=. 517=-121256,6-1]=-261/428,&18=-351/51 NOTES 1)Unbalanced floor live loads have been comindered for mis deign. 2)All plate ala W20 plate unless otherMse irMicated. 3)All plates ale 30 W20 unless othawne indicated. 4)The Fatimmen Tolerance atfpinl 15=11% 5)Refer to glydeds)for tNsa t0 Was oor neetiWs. 6)Recommend 2x6 siro,baa ,on edge,apseed at 1000 pc and summit to seen I.MITI 3-1 Od(0.131X 3')nails. Strongbacks to be shaOM1ed to walls at their outer ends or unimined by enter made. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead a Floor Lee(balanced):Lumber Increase=-1.00,Plate Inaeass1.00 UUfann Loads(pit) Ven:1223=-10,1-11=100 CpMentated Leads(ID) Ven:11=-1052 QWIaMMaVVMybppnplemnm uW aE4a N01ES PY 1X1a4Ne M'CLVOFa MIIENaEfEFIXCE fdaE M6)O3rev.Ip61R01a1AOM UK � µ3n WMlolu=e WYV4ln mlukW murnclnie,Rb rlefYylp Cedes)mIY4*�nn'+'mie3xiiyn�m.cMblgm MIWMY WH1Vpcungx¢nl.roi InmryMrvBelaewW.ma wMro dew�manw>nnlreax3lemlry olceae r/EaNieleaavJ ePoXYI^alxxole mAaa:gnmlo aleovewll WelNdapl.9ec1g1Mcaledam Pseumlramm«xdXuia m,awehawa rnaa mnmba:alr.AdeeaM lemwwwreaaaaamaactw MTek' rtMolbL�nlanN.deMaY """d bo 0/w coq 1.ahen.rwdrlalm,laMs,CAA mLHtlgMK9l ceuY4N9Companxa Woo Pence Eireaw en se ,1.wMlMB can flus Role lel Ma.210 N.me SamL alb alt N Au,VA MIA. f tenpe.FL seem Job Tor" - Tr1cc TYpe OtY Ply Mesmesie TBOBg53B 104]3T0 FD2 Flow 1 1 Job Ref 1 8 Min eullmllg l mr'nem J.", JaGtBolMlle,1132258 6.010 a AV M M16 MITek Industries,Ire. Wed Jul 014:38:40 2016 Peter ID:wa1,ftNl?, pL0D0PCdaDsxkCp?Plifloo u_iXJCaZY194jVyw£i6MPSGd9EhyY_10(ysi 61d H, int scale.1:337 8� species, 15G 48 3fi= bB FP= 46= 1 2 3 4 5 6 ] B 9 10 11 �34 I� 21 20 18 16 17 16 15 14 13 12 M3= d9= 4B6= 3B8= feet 11 ye FP= adf 1d0 1 Y11-0 SBO Hi iF2D P 10.44 1188 1180 164-0 IBBd RP2Y td0 DB 14d 16L p8-0 0.8 4108 P108 p80 Sdd R8D 1d0 P108 OTa Plate OBwk(XYF- IYEdl3a 0.1-811 ' -O Edo L(6'01-0 Ed13e11 'Edoe 0.1-BL 126'0.141 Bl LOA'ING(pen SPACING 2-00 CSI. 'EFL =V� � PIATES GRIP TCU_ 400 Pate Grip DOL 1.00 TC O.BB Ved(LL) -02MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Ven(FL) -0.4BOLL 0.0 Rep Slreas Ina NO WB 0.60 HOR(TL) 0.0 BCDL SO Code FBC2014ir P12007 Meth-S Weight:IN lb FT=20%F,11XE WNBER. BRACING- TOP CHORD 2W SP No.2(flen'Except- TOPCHORD Structural Yraod shell directly uppiled of 5-0-10 ac punlns, i-]:2x4 SP No.1(iat) except and verticals. BOTCHORD 2x4 SP SS(Ilan'Except' SOTCHORD Rigid cellirg directly applied or 10-0-0oc bracing. Except: 12-15:2x4 SP No2(flan 6-0-0 w 1,mming:2223,21-22. WEBS 2x4 SP No3(flan'Except- 1-23:2x4 SP No.21ien REACTIONS. Rh/size) 23=-1639/1&0,12=1938RAe&wlcel,22=293]/180 Max Uplift 23=-16514) Max Q. 12=1930(LC 4),22=2937(LC 1) FORCES. (lb)-Idea.Comp.Aida.Tan.-All forces 250(lb)or Iesa except wflenshown. TOP CHORD 1-23=0/1803,11-12=1931/0,1-2=8/1888,2-3 /1960,CS—18428/,68=2523'0, 60=-28848/, 20 2]99/0 9-10=-21398/, 8---0818/ BOT CHORD 21-22=-748/0,20 219r1002,10-20=W523. 18-1 17-18=02523,1617=143014, 12---20.2581,1 11 0111683 WEBS 422=-2520/0,11-19=8/11]3,3-22=-18328/,10-13=1CBflm,3-21=N1243,10-19=Pffi2, 4-21=-11%0,9-16=61SN,4-2P_9/890,9-16=0'303,520=41]3b,618=-28&0, 514-0/448,6-18—431/0,617=-18r810 NORM 1)Unbalanced flow he loada lave been considered for this design. 2)All plades are 3x4 MT20 cokes offmosse marcated. 3)Refer to glyder(s)for them to buss connedldns. 4)Pro lde mechanical couleclkn(by others)N 1.to beaxng Plele capable M Withstanding 1688 lb uPin at joint 23. 5)TNs may has large uplift macho from gravity load case(s).Proper connection Is required to seccre masa against upward movement of the baerings.Building daMigner must provide for uplift reecho indcated. e)Recommend 2x6 smongbacks,on edge,spaced at 10-0-0 oc and fastened to each tows xlth 3-100(0.131 X 3')rails. Slmngbai t0 be apache l to mile at their OUler ends or restrained by other amens. 7)CAUTION,Do not erect Muss Imr,$, wms. LOAD CASE(S) Standard 1)Deed♦Floor Use(beianced):Lumber Increal 00,Plate Ilareaso-1.00 Unit..Loads(pit) Ven:12-23=-10,1-11=-100 Concentrated Loads(Ib) Ven:I l=-1052 Q wARNwOVMyeWEneervmnm and aEl0N0iEa ON TXIa RNO tl1[LVMOBmiEN eEEE.L NLE GIPENµiITJ m'.IPOa"NISeEEOPEVeE. ceAfo.mu am eNv Min la._1' e Rhle'alwcvluurarrm gxwnare¢ypwn.maeramYu➢ukArtl dlWyamipwienl.ml o mmryLem eci.—.nndMvda[ylvn mut vanNnw txFlkatAlN oldaYar(nanetue avI HWap'Bcwlwrale medse me.the—i Wring WYan. ®0.cxgldcaletlblo geVadLucxMpolxVTMMlnmwenmJ/u Chico memWeaYY AeNIA.r'itl rempdayorm PoalAmla¢9p ek' tawev.rwwme MNWlNmdlo weVmmt eallmra.mmaL.rule l>arreral nkxYugwwwlvdname.BU OMeri49r4durarmwdxg xa glrtwlM xarye.aelNay.aeclbnadlaMgorinrW6q'q nwryalema w,AxRl/Rn OutlIh OIINM,DMM 3M1CA FrMBq Conpwrwrl sew Puke EwI BNE. xMIY MOTmIKm w<e2H xan Irrmflak IMMe,'[IB N.Lee Sped.aAR JIR.MeuMb VA2R314. iurye,R 3Yle Job Tmee Trym TYPaOl.1 Ply ,Arestmie f04]3T0 F03 Floor TWB9640 2 I.It R I o1 II W 4 alrypJ, 4a[xa011Vllle,H32258 e010a1l202016MITek IlNZ t Ilnc. Wed J012014:39:4f231fi Paget vn4NI ID: Nl?1ZpL0DOPCEeOazkGpi-11bIiNNceg59Gj]xOnFkV]MtICJ#yM.vHYpz9rveU0 Ltd H1�0 1'7-e a, Mf Swe=1 z m= Scooer 1.Se3= 411S= 150 11 318 FP= 0x6= 44— a 8=2 3 4 5 a ] S B 10 11 Elf 1 22 21 20 19 18 17 19 16 14 13 12 4x6= 48= 1W If 2A M!'MHS FP= Ma= 4r8= a.]-0\O9a y-0d LIAR BIY12 D1P0 \d-0 400 93-0 L109 6 BtldB 18918 IbdB 189\8 x088 wa zed ago z.w \se xdd zdo zoo \da 0091 n3-12 01 12 a\.e LSa a1d Prete Oiseas fXY)- f1'Edle0. -el f4'P1-B Etle I118'P13 Ed9e1 LOADING EO.ORW PACING 2640 CEL DEFL In (laic) Udei I'll PIATES ORIP TOLL Gdp DOL 1.00 TC 0.]4 Val -0.391]-18 :BIB 960 alx120 244/190 MILL umbar DOL 1.00 BG 0.81 Ven(TL) -0.58 1]-18 :112 240 MT20HS 18]p13 BOLL Stmmincr NO W8 O.M HorzQL) 0.09 12 NB Na BCDL ode FBC2011/1PY200] Mahx-S Weight 1081E FT-.F 1189E LUMBER- BRAGNG TOP CHORD 2x4 SP SS(fil'Escept- TOP CHORD Slmetural MM snaalNlg Eiredlyapplletl or 6L14 co puNina. 7-11:2x4 SP No.z(ffWj except end vsnff h. BOTCHORD 2x4 SP SS(iat)'E.,t- BOTCHORD Rigid ceiling directly spelled or 10-M oc braoing. 12-15:2x4 SP No.I(Pat) WEBS 204 SP No.3(OaQ REACTIONS. (IMsr2e) 23=1105038,12=2163RAa[banical FORCES. (Ib)-Max Cem,fiWa Tan.-AIIf0les250(0)orlessexceptarna oxn. TOP CHORD 1-23=-1088-,11-12=21580,1-2-11 3 80,2-1-285]0,3 4_--39B1/0,4-5—4502rb, 58-450214, .M-21=00, 0.19-2]00,&10--286301502,17 1350 BOT CHORD 21-22�)135fl20-119'35(m,19-2R144502,18-19�/4502,1]-18=0/4841,18-1]x/4396, 1413fi 1511. 1Pi4�2148 WEBS 11-139/1511, 1489,10-13--14090,2-22,&14 -,10-14_-WB89,2-21-0I965, 9-14=-9480,3-21-91319-1 E9/fi05,32099568, M,6580.-,4-20=-8550, Si]=(4310,6-1]=311189,4-19-80284,5-18=180/305,8-18-571296 NOTES- 1) OTES1)Unbalanced floor live loads have been considere0 for this emlgn. 2)All plates are W20 phase unlem otherWiea indicated. 3)All prates are 3x4 MT20 unties drat ase indicated. 4)Reser to ginfil l for Was to truss connections. 5)flecanmentl 2x8 shongback;on edge,apmed a11Ptr0 ocand fastene0 to each tru98 Wilb 3-108(0.131'X3')raile. Stmngbacks to be aiached to wells at Nair older ends Or restreined th Other means. 6)CAUTION,Do net erect tmm badewerds. LOAD CASE(S) Standard 1)Dead+Floor Uva(balanced):Lumber Increase=1 00,Mate Increesa=l.0p UMlam Loads(pit) Ven:12-23=-10,1-11 100 Concentrated Loads(lb) Val 11=-1052 Q WABHXIOVNIy ESNynpurufns mCREIO NOTES pN 1NS4NO M'CLUOEO NREx REfERRNtEPFOE W]4Dne 10pY[yIe BEFONEUSE. pa9q,vtl{]Iw vs oM4lvlle Mlluk6cmmcbn lMtlefXl�kfrurclw�'Y�xc"n lxaanelers Luwn,ow]klwmhRMl[41wItlYVJ cw,y,wwM.ml � mwm.aelwe a�.Ins aatl4M dwe�m kxrtl.wlry Ire�gxmtlly oI tlmy,r.em�elw.ae wm+ly noaperrne ne awP�No n�o.am lOVdvydaa�x aa+e9.�aaeswmewe,Alla,a4rowx.muaew„.emo/wemleman,oe a4v.rnan�RnlMaw�raaenla�w MITBk w � edWeY.revered Io�eaalvaReroaevaneolla-.�.nmlwmavaeerrin 9Mer a�tl wwelvmm�e. w�eeP�neHaoKe�enga the n�a 9dMy Hwnben rnUWMeawnM®IMR MIIMe,218 X.lee ShaeL SIa J12 NeWwMb,VR�Y2w8 pm�'p9B-09ap aLY WIIMBCgep:mnl O.I PeiMe Ea¢I aktl. T=�P..a zxlo JOD Truss Trim TYPe Oy Pry Anastasia 104T1TD F04 Floc 2 1 TBGHO501 b Pa b g fiulaing t:amporem slrppry, JBCksomille,Fl322E6 B.OIOSApn2O Yp?-LW klMustdas 7 WadJ 30&9:39:4T2o16 Page? IpwWMiNI?IZpLOpOPCJaDaikCD?-LVeWevxEP3ax�M]eVmzi W31®WgYS%eG16LOyw8U? Scale=1'.2].1 3Paca1 _ 3Sr FP= 49= 1� 2 3 4 5 6 ] 6 8 19 10 17 16 1s 14 13 12 11 ID 41= SS8Mh2 ISFP= w5= 16611 41 67d ]492 1688 6]d 1 LOi 1 81612 PINw Oflaed DCVI-- 11:Edpe OtAI IS:G1-e Etlpel 119FA®.0.181 LOAgNG(ps1) SPACING- 2-0-0 GSI. DEFL In (lac) Udell Utl PLATES GRIP TCLL 40.0 Plate GOP DOL 1.00 TC 0.81 Vad(LLi -0.20131.1 >9]9 360 W20 24190 TOOL 10.0 Lumbar DOL 1.00 BC 0.]9 Verl(TLI -0.3113-14 >837 240 W20HS 10 M43 BCLL 0.0 flee Stress lna NO WB 0.57 Ror2(TL) 0.05 10 we we BCDL 5.0 Code FBCPOI4RPI20O7 Mabix-S Weight:88 In FT=2O%F,1M LDMSER- SPACING TOP CHORD 2x4SPNo.2(hat) TOPCHORD StMMM wood 0eNNng chmelly appliwd or 6,0.O ce pull BOTCHORD 2x4 SP Nn2gla[)'Exwpl' except and verticals. 10-16:2x4 Be SS(fiat) BOTCHORD Rigid telling directly applied or 1OOO do taming. WEBS WSP No.3(hat) REACTIONS. 01saiw) 19=896dMecbanlcal,10-19PWRAwhanical FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(1b)or less except when Shown. TOP CHORD 1-19=-09&0,910-1941/0,1-2-89]N,2-3=2155Po,3L--2B]&0,4-5=29]3x6, 5i -2841/0,6-8-21]2]0,89=89&0 BOTCHORD 1]-18=0/1664,151]=0/2624,1415=629]3,13-14-29]3,12-13=(kn643,1192-/16]9 WEBS 911=0'1165,311=-1O9&D,0-12�.6-12=65&0,6-13- .&13=-44186, 1-18=0/1194,2-16=9084/0,2-17-�.347=852/0,3-15-/675.4 1 5=-273fli NOTES 1)Utgalanced hoar live loads have bean considered for Me design. 2)All plates are WT plates ur ess oherame inetwitea. 3)All plates are 3x4 MT20 unless Wfrerxise indicated. 4)Refer to girders)farness to news connections. 5)Recommend 2x6 sUcngleacks,on edge,spaced at 10.00 no and fastened to each Russ MM 3104(0.131 %3')nails. Strongbecks to be ahached to wells at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead a Floor Live(balanced):Lumber troreese=l M,Plate Inemad a=1.00 Undone Loads(elf) Ven:10-19-10,1-9-100 ConcenOated Loads(lb) Ver:9-1052 Qwa6xwc vvlrymapn ParameYa enens4oxorss ox]xeaxo wctuoso mxsxasrsaaxcs a4a[.wnFm reu len IsasFoaeuse. owP,whm,�o,wr�ala mlo-w�e,�lo,s nwesa�,aeean rnvw�l-��mAlea w,,.,,.¢,dwnor�.,l�alw�a rrealnt n,rol>�xi wl .,anh an.2efwa utas.lliedllIX9�Klrer mutl va11Y 11w gGbelMln oltleY9li PaanelersvM go(xxlYkaaos Mk Je4dn hie flwovadl 1^Mv¢M w4 ft� sn alta m Mtge ri acMq�wlll¢i fF ivagl F{iymfJwor�rN��a Ng er iMbc I: �Barg IM�dtxYrro nd4x�lbn.vlw�e.dANary erxlknm]dmfgollnravaW Mma ryafernc reeAN090P11 GwM..a9a.BemM aC51WNYq Con�pawnl NOFPaN EY BN4. SMeh lMonnallp,nvdadelrtm lnwfk�w tuXrle.RIBN.Lee Sreal.AM]12 NeaaMl¢VNRZdl4. Tanps.FL 80810 JOD Truro Trues TYPe Oy PN ArmMiMia I r909a542 10473T0 FOS Flow 2 1 BUM------- --SuppN. Jacksormwlle,Fl32256 0.0105 JOD ReierelceO tlarmp ID. uJ NIY12pWDOPCE Os p?-LWWe EPeax 7aVm21eW UWAgY G9.42 15LOy 16 Page 0-19 style-l z7s an- sP.aN lul 388 FP- 018— 1 2 3 4 5 6 7 0 9 pp z1 I9 1s 10 17 18 I5 14 13 12 11 10 418= 3BMr2pe3fP= Lost I Less 11 4r6= 1080 1890 Porte Charm IX.Y}- I1,Etlga,o-t 91,14:0-1-S.Ed7e115:0-1 A.EGOBI LOADING(paQ SPACING 2-pq CSI. DF In Qty) Vdall W PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC D.89 Vedll -0.19 14 >999 380 W20 2444190 TCDL 10.0 Lumber DOL 1.00 RC 0.88 Veftl -0.30 14 AN 240 W20HS 1871143 BOLL 0.0 Rep Stress lncr NO WB 0.57 HoD(TL) 0.08 10 We No BCDL 5.0 Cords FBC20LVTPI2007 Mobil Wargo:88Ib FT=20%F,ll%E LUMBER, BRACING TOP CHORD 2KSPNo2da1) TOP CHORD Stmclural ward sheathing directly applied or660 oc pulllns, BOT CHORD 2x4 SP Na.2(Oat)'Except' except end vedicals. 1617:20 SP NPHIlag BOT CHORD Rigid calling directly appfled or 10-0 0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. Qhhll 20904/038,1R196WMwhanlcal FORCE& (Ib)-Mex.CmpJMax.Ten.-Allton»s2W(Ib)orlraeexcaptxenshow. TOP CHORD 1-2R-8 ,9-10=195501,1-2=-81Gb,23=-2211 N,3-0=-293010 4-5-309201, "=291 M.G-8=-2 M,8&9=9080 BOT CHORD 18-19=011712,l6-l8-(V2S79,1 616=013 092,14 159/3002,13 14dV .12-13=02WS, 11-1DWT7D9 WEBS 911=1011207,611=9 11701,8-12=0/704,1{-12=67010,6 13=01391,5-13-46V51, 1-18=@1174.2-19-111M.2-18=0059G.3-10=BSPfQ 318-/487,4-18=-55&113, 445=-177n93 NOTES, 1)Unbalanced floor live made have been consideree for rola design 2)All plates are MT20 plates unless otherwise indicated, 3)All pleas are 3x4 MT20 unless otherwise indicated. 4)Refer to glogions)lot some to buss connections. 5)Recommend 2x6 strongbacm,on edge,spaced at 10-0-0 oc and fastened to each truss aith 3-10d(0.131 X 3')nails. Strongbacks to be attached to Galls at Meir outer ands or restrained by other means. 6)CAUTION,Do not erect Was backwards. LOAD CASES) Standard 1)Dmtl♦Floor LNe(breanced:Lumber Idooddle=1.00,Plate Imcrea8e=100 Uniform Loads(pIR Vol:10.20=10,1-9=.IW Concentrated Loads(Ib) Van:9=-1052 YW4 vollc xrxsua'an P�mmMmuMaE10 Na1feaN7MR]Na XKLUOEa MNExaEFEPP NCEVPUFMX91]J m.Iti01aJI6 BEFOaEVSE L13Yan WNlw ueP WY Mn MIaF6cm,ecMCT6tleLan alx�n wYY u{glrnlonelers Poa,.uJlr lu mM1JM1 ded IUYeV mplyu✓nl.rot 11�s/slern.&4ae 1�.11'e WMry dearer rrY.wl vellty lw[x4aka[alyolwayn punmolursoM ,rcllY Mup+ab T6,lesan Flo lM ovc,Jl M InYwp warn a«egnaomadlLropmleN tylion Ul FtAIeW lnmwaD Wla aero memnars orvv- uulwralAncone..Yowrdt'd, lila«fly MiTt aawavrr Wray as.larAlvandrowarealwksae YnmpomreaeNaa F9.rmdr• mm.wn_ sol.+.�a PX.Nwa raBoraa9lna WvkWkm. - wYvery.erecWlaq hacxpol Impme, MRsReamiMreArlwma GA1Zd,1 b,1K&eaaM eCeI OUWMn9ConparruN . v.,x.ut BNa. SalNylnlwmaXm<mX[tle aan1r1a1M1a MIP0e.RI8 N.lB05aee1.S/Y 31 p.NetmM VR'Y131 E. {slips.FL]3610 Job Trues Trim Type Ory Ply Anauders 109I3T0 FGO1 FLAT GIRDER f T8090543 3 ',lob Arms . o boreal Buildilq Component Suppry, Jacte0nvlllr.11 56 BA10 a Apr 202016 Mi Tek maddiac,Ve. Wed JW 2J 14:39:402018 Pagel 1 H 501 9-08 � 2:MNi.IZ LODOPCdaOSLICpp?-HtHH?bMga7ArW R61M DPBLa MWCPWTz 3 62-0 1-64 3613 381 381 38-1 39-13 3ca1e=1342 4r5= 405- Sea nd 11 'ed= 46= 412= 1 2U12= 3 17 4 5 6 ? p 16 R 14 13 t1 10 e 15 1p 1B A 21 12 22 23 24 w11 aAa NAILED 5x12 NVLED 4,10 sd21lmu = NAILED NAILED 6.12WILEDset 11 NAILED NAILED WILED NAILED t6= WILED 1-1-p 1 014 60.2 12a 2 1813 o- 3613 381 381 3-81 3610 Plat QI eb IXYI- 12'03&0.2-8113'0210-2911]'0.210.2-0L 1100.3-0 0-2b111'O2-0P2-01119'0.3&0.2 I I 'O3E02-81 LOADING(Par) SPACING- 2-0-0 CSI. DEFL In (kc) Weft Ld PLATES GRIP TCL]_ 40.0 Plate Grip DOL 1.00 TO 11.85 Ve11(LL) -0.3111-13 >706 240 MT2O 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vet(TL) -0.8511-13 >262 180 1,4185HS 244/190 BOLL 0.0 ' Rep Stress lax NO WB 0.98 HOU(TL) 0.08 9 We Na BCDL 5.0 Cotle FBC201LTPI200] Wwx-MS Weight:2871E FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.1 TOPCHORD Stmo8palwacdaeabingdtmtlyapplledor42-15mpudins, BOT CHORD 2x4 BE 55 except and verhod, WEBS 2x4 BE No.3'Except' BOTCHORD Rigid ceiling directly applled or 10-0-000 bracing, Except: 2-14,3-13,6-13,7-11,310:2x4 SP No 2 30-0 ac bracing:1516. REACTIONS. (Ibmasi) 9=3019dMechanica1,15A321Po34) FORCES. (0) Mmr.Comp Msec Ten.-Allfor s250(lb)crlessexcept"nsWwD. TOP CHORD i-16=-28910,1-2.590rD,23=-10829Po,3-5=151144/0,56=15814Po,6-0=-1584801, ]-8=105810,8-9=35069 BOT CHORD 1415_-0/594,1310-0/10829,11-13=0/15598,10-11-0'10584,9.10=Q`628 WEBS 1-15=01847,2-16=41 73b.2 14=0110402,3-14=-262310,3-13=916421.513=-121 M. 311-120910.]-11A 73,7 1 0=--2Mbi 310 /10453 Ni t)3ply India to be connected together With 10d(0.131'x3')nails as follows: Tap clnurde comrso e0 as lollows:2x4-1 row e10-70 oc. Bogan choNs comected as Idlom 2x4-1 row e10-9-0oc. Webs connected as folloeva 2st-1 row at 0.9-0 oc. 2)All lanterns considered equaltyapplied to all plies,except 8 noted as ltonl(F)or back(B)face in flue LOAD CASES)sedlm.Phyto ply connections have been provided to distribute only Ideas noted as(F)or(B),unless where se Indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-momd1 gust)Vasd=101 mph;TCDL=S.Opai;BCDL=3dps(md5A;8=4511; -= Vt;vs ve ft,.Cal. II;Ey B;End.,GCpi=0.18;MFRS(dlmothonal);Lumber DOL=1.60 plate Sun DOL=1 SO 4)PmWda dots a drainage 0 prevent water ponding. 5)All plNae are W20 plates unless othersh a Indicated. 6)This truss has been assigned for a 10.0 pal Whom chord live Toed na domounert Wth any other live Ideas. 7)'This[lues bas been designed for a live two of 20d,bed on be bonder chard in at areas%share a rectangle 3-6-0hill by 2-0-0 wide Will fit basemen the Mflom chord and any ober members. 8)Rem,to girderb)for Lusa to Wes connections. 9)Load mans) 2,3.4.5,e,7,8,0,10.11,12.13.14.15,16,1],18,19,20,21,22,23,24,25,26.27.28 harmave been modified. Budding deaigrwr must review roarer to vedry,let bey are correct for be Intended use of this Lusa. 10)-NAILED'Indlceles 3-10d(0,14BS3')or 3-12d(0148'x3.25')Manage.Fon more details refer to hi ST-TOENAIL Detell, LOAD CASES) Standard 1)Dead p Roof Uve(balanced):Lumber Increase=1.00,Plate Inaeese=1.00 Unifo0n Li a se(pill) Vert:1-8=334,9-16=10 Concentrated Loatle(Ib) Ven:B=-L3,[(B)12=130(8)15=1W(B)18=-130(B)19=-1 MIS)2 130(B)21=-1 W(B)22=-130(8)23=-130(9)24=-13D(B) QW4/rMWaVWyy4WlBnpereiwrxxwMpE4 d N01Ea ON 1Ma ANe MLYeae Nn EN pefFIYXCE Msishi RJ m.1.aFOPE al CoµOn lkl tears aYVvdlh IAIeMO—foo.RktlesYan kba¢,f0091 ur�nP+analenvlpwn ug bM m noNtld dlMq colWxWnt not 5V4dn.ael---IM,WIJrvl,empm,mal vmlry Itw gTMCMlly of diaal —I-ad rddm is''ob Ma hYdo Ido se,'on rMaetl kxa lffy ROl roxxenindlganalwlmdl{paWeGomrMNxYaggM�rlYd�nWefVund w�eatl4aMrtar¢CatlN �d¢Ig e kW[:a1M.s1aa9e.WNery.erxnm W]txn:Pgol lnpwl[nllnYaylenic areAXN/ry114wMIheWar4D9B-09aq aUl WYdTPCampwuM WW Pend EM BM. S1Ny mane de.v .eonlaw Naha mande.OleN.lex SOeeL AIR J12 PloxmSla VFZIJI 1, Tmpe,1L .10 Job Tmss Trus Type OIY MYIAnsam". 8853 10473T0 FGOt FLAT GIRDER 1 Nummamg t,omponem buPoN. Jeckmmnlle,11Wed))20143 0Peters ID:w4M1i2pLODCdaNAp?-HMH2mpge7kWMR6mODPoapbaWePiywTx LOAD CASE(S) Standard 2)Dead+0.75 Roof Live(hale watl):Lumber Immse=1.00,Plate Increase=1.00 Unshorn Loads(pit) Ven:1-8=-294,9.18=40 Cawanirate f Loads(ib) Vert:9=118(6)12-114(B)I 5=114(B)1 g=-1 14(B)19-114(8)20=114(B)21-114(B)22=-114(B)23-114(B)24-114(B) 3)Dead+Unlnbablu bre Ani.Without Storage:Lumber h.mase-125,Plate Increase=125 Uniform Loads(Ph Vert:1-8=494,9-n6=-30 Concentrated Loads(lb) Vett 9=-95(8)12=84(8)16-84(8)18=84(8)19=b4(B)20= 4(B)21-8418)2 --8418)23=Senn 24=64(B) 4)Dead+O.6 MFRS Wird(Pos.Intemal)Left:Lumber I%nease=l 60,Plate m reeae=t Ro UMicrm Loads(pin Vert:16 74,6-8-89,&18=6 Concentrated Loads Ob) Ven)-�(B)12=40(B)15=10(B)18=W(B)19=40(8)20-A0(B)2"O(B)22=40(B)23-10(8)24=40(B) 5)Dead+0.6 MFRS WInd(Pas.Inter/Il Right:Lumber Imuserre=1an,Plate Increassl.an Unit.Loads(pin vert 1-1T=89,8-1]-74,9-16-6 Concentrated Loads(b) Ver:9-30(B)12=0(B)15=40(B)Ifl-O 8)1940(B)20=414 (B)21=0(13)2240(B)2340(6)24=40(B) 5)Dead+0.6 MFRS Wind(Neg.Internal Leff:Lumber Increeae=L6D,Plate Increase=l 60 Uniform Loads(pg) Van:1-&-180,9-16-10 Concentrated Loads put Vel 941(8)1244(6)1544(13)16=0(B)19-PCB)2 (B)21-14(8)2244(13)23=44(B)24-6((B) 7)Dead+0.6 MFRS Wind(Nag.Internal)Right:Lumber Ilwrease=luso,Rate hwreess=LW Unit.Loans(pin Vert 1$-180,416=-10 Concentrated Loads(db) Vat:941(6)1244(8)1544(8)18-44(B)1944(B)2P (B)21"4(B)2244(6)23=44(8)2444(8) 8)Dead+0.6 MFRS Wind(Pas,Internal)Ist Parallel:Lumber Ilwreava=l.6(,Rate Increase=LW Unit..Loads(p6) Vana6=-Bra,9-16=8 concentrated Weds Qb) Vert 9 (B)12=40(B)I5 Cr )10-A0(B)1940(13)2040(0)21 40(6)22=10(13)23 13gn 2440(B) 9)Dead+0.6 MFRS W IM(Pos.Intended)2nd Parellel:Lumber Inorease=160,Plate Increase=luso Uniform Loads(pit) Veli.1-8=113,gifi=48 C.ncentrated Loads QIP Ven:948(B)I2 40(f)1540(8)1840(B)1940(8)20=0(B)21=40(8)22=0(8)23=40(8)2440(8) 10)Dead+0.6 MFRS Wind(Neg.Internal)1st Parallel:Lumber masse-1.60,Plate Increase=1.60 Unifo0n Loads(pin Vert 1�-180,9-1e=40 Comcaltrated Loads Qb) Ven:9=41(13)1244(6)t5=44(8)1844(8)19=44(9)2044(0)21=44(6)22=14(8)23=0(B)2444(B) 11)Dead+0.6 MFRS Wind(Neg.Internal)2nd Patella:Lumber Increase=LBq Plate Increase--tum Uniform 1-oads(Nn Ven:1-8=-163,9-16=-10 Cmalumated Loads Ob) Vert 941(8)1244(8)15=44(8)1844(13)19=-"dB)20=44(B)21=44(B)2244(8)23_44(B)2444(8) 12)Dead:Lumber Increase-0.90,Plate increase=0.90 Pit.metal UnIIo0n Loads(pit) Vem 1-8-174,9.16=-10 Cawenlrated Loads db) Ven:9=70(6)12-66(B)15---WB)18=488(B)19=488(8)20-86(8)21=66(B)22-ffigh 23=486(B)24=66(B) 13)Dead+0,75 Rcof Live(bat.)+0.75(0.6 MFRS Wind(Neg.Intl Len):Wmbor Increaex1,00,Plate Increase=1.60 Unit..Loads(pg) Ven:16_--298,gt8_-10 Concentrated Loads(ib) Van:9=23(B)1216(13)1Y6(6)1826(B)19=25(B)20=26(B)21=26(B)2228(8)23=26(8)2416(B) ib)Dead+0)5 poor Uve(II+0.75(OS MFRS Wind(Neg Int)Right).Lumber Increase=1.60,Rate trerease=1.60 Uniform Loads(pin Ven:l-8=-2138,9-16=-10 Concehtudsd Loads Lin) Von:9=23(B)12=20(B)15=26(B)I8 26(B)19=26(8)20=28(B)21=28(8)22=26(8)23=26(8)24=26(B) 15)Dead+0.75 Raaf Uve(bal)+OJS(0.6 MFRS Wind(Neg Intl let Parallel):Lumber Increase=1.80,Plate Increase=L60 Unlfam Loads(01) Ven:1-8=-295,g18=-10 Con,embeted loads ph) Vert 9=23(8)12=28(6)15=25(13)1828(13)19-26(B)20=28(B)2128(B)2226(8)23 nn 24=26(B) 16)Dead+0.75 pool U.d ed)+0.75(0.6 MFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=160,Rate Increase=180 Unto.Loans(q0 Vert:1-8-293,9.16=-10 Concentrated Loads(E) Vert:9=23(8)12=26nn t5=26nn 18=26(0)19=26(B)20=26(8)21=26(B)22=26(8)23=26(15)2425(0) Q WpRMa-Nrtly4Wpn peramafxvmtleEAa.,se os,Ia6pXO M'CLUOEa MRE2 aE/EPpNCE..a Mb)4Aw'.IdWA/e aBOM as, Peso,rdl]buw our, u,MIIeWcwnmromi he bekgY4)<aryrp�aR ml Ism Mian.aMae a¢,."e.ql WNgrx m1M�lM aa42411y-'onmpa—I.—pgre11Y 4mcmZmle eR Ee6a�nrolreovarcll hiOp Wlat aocha4�aledkbgevenl WCNYydIMNMW MawebagMdvtlma�� afy./dJbrcllanpvuYpgpNmpesurs-rp kW umasal M1xtWiYyatllogawMcdlgw Mmlw (» sarr,atlgaPodYdmods.. ip6eMdQmif mw�eW4mq Ae AYr apes elw0."�.deNarv.aececnaq bwYgol rnmaaMlnm¢aMemtreaVW/rRI GUNy CMxb,WMap KYOmtl4lgCwnpormwmr 6BW PUM Ew eM. ]dMy Inknnolbn aNYtia M1an torn PkM KXNb,YIa N,lea Sheet SIRJ11.pb�avfYy VRYIJI4. Turye.FL 39810 Job Truces TW Type Oty ply Anaatesie .0 FG01 FLATOIRDBR i 3 Job Reference(odeonall BuilEilq ComporeM SUPPIY, JackaonNlb,Fl 32256 6.O PcddJU20 2b16 MI H?bxVxlge7 nc. We0 JU 2014:99 pM W6 lPupa y"Tz ID:wuWiNl?IZpLODOPCdeD5lkCp?HIHH?bxVxl0e)PrWmxnRBmPo%zOPBLepbeWCPIywBTx LOAD CASB(S) Standard 1))Reversal:Dead+0.6 MFRS Wlnd(Poe.Internal)Left Lumber Increase=-1.60,Plate Increase=1.60 Uniform Loads(pli) Vert:1-6=-)4,84-89,9-16-6 Cadamrated Loads(to) Vert:9=S(B)12=-W(B)15-S6(B)I8=-86(8)19=W(B)20=all 21-E (B)22-W(B)23-86(B)24=46(8) 18)Reversal:Dead+0.6 MFRS Wind(Pos.Inual Right:Lumber Increased-1.60,Plate Increase=1.60 Unit..Loads(pll) Ven:l-1)=-W,61)=-04,9-Il Concentrated Loads(Ib) Van:9-8112=-86(6)15_-88(6)18=416(6)19-86(B)2(k-W(6)21=46gB)22--86(B)23=86(B)2<--86(B) 19)Reversal:Dead+(IS MFRS Wind(N.,Internal)Left:Lumber Increase=l.W,Plate Increase=1.80 Uniform Loads(pit) Ven 1-8=1 W,916=-10 Concentrated Loads(Ib) Ven 9=45(8)12=42(8)15=42(6)18=42(6)19=-82(6)20=-82(B)21=42(B)22=-W(B)23=42(B)24=82(8) 20)Reversal:Dead+0.8 MFRS Wind(N.g.IMemal)FIRM:Lumber trearro.1.60,Plate Increasa=l.S Uniform Loads(of) Vert 1-B=1 W,916=-10 Concentrated Loads(im) Ven,0=45(8)12=42(B)15-82(B)18=42(8)19-82(6)20-82(0)21=42(9)22-82(B)23=-bz(B)24-62(6) 21)Rever Dead+0.6 MFRS Wind(Poe.thermal)tat Parallel:Lumber limmude =t6q Plate Increeae=1.60 Uniform Loads(of) Ver,1-8=92,9-16--fi Concentrated Loads Qb) Ven:9=-88(B)12=-68(8)15-86D)if 4bD)19=W(B)20=S(B)21=46(B)22=W(BI 23=46(B)24=4618) 22)Reversal:Dead+0.6 MFRS Wind tem.Internal)NM Parallel:Lumber Increase-1.60,Plate Increase-1.60 Unit.Loads giff Ver,1-8-113.916=4 Concentrated Loads Ob) Ven 9=-W(B)12=46(B)15=4bnB)18=46(B)19=W(B)20-86(0)21=416(B)22=-W(B)23=-138(8)24=86S) 23)Reversal:Dead+0.6 MFRS Wind(Neg.Internal)let Paralld:Lumber b opeave=1.60,Plate Inaeaes1.60 Uniform Loads(of) Ven,1-e=9 W,9.1l cmydy nbated-nada(b) Ver[9=-85(B)12-82(B)16=- 2(B)18=42(B)19=412(6)20-82(B)21=42(8)22-82D)23-42(B)24=42(B) 24)Reversal:Dead+0.6 MFRS Wind(Ne,intend)2nd Penllal:Lumber Increase=l.W,Plate Increase=1.60 Uniform Loads(qp Ven,1-8-1 W.9-6-10 Concentrated Loads(tm) Vert:9=45(B)12=42(8)15=4218)18=42(8)19-82(1 20=-82(8)21=42(0)22=82(9)23-82(0)24=-82(B) 25)Reversal:Dead+0.75 Roof Lure(mal.)+0.)5(0.6 MFRS Wind(Nag.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads g I) Ver,1-8=-2%,916-10 Corwentrated Loads(Ib) Vert:9-118(8)12=-114(B)l5=-114(8)18=-114(B)19=-114(B)2P_-114(B)21=114(B)2L-114(8)23=-114(8)24=-114(B) 26)Reversal:Dead+O)5 Roof Live(bel.)+0.)5(0.6 MW FRS Wind(Nag.ml)RlgM):Lumber Increaser=l.S,Plata Inaeura l.S Uniform Loads IMI) Van 14=298,916=-10 Ooncentraled Loads(Ib) Van:9-118(6)12=114(0)15=114(B)18=-114(B)14-114(8)20=-114(B)21=-114(B)22=114(8)23=-114(8)24=-114(8) 22)Reversal:Dead+0.75 Roof Uve(but+0.)5(0.6 MFRS Wind(Nag.Int)tet Parallel):Lumber Increase-l.60,Plate Inaea50=1.60 UNIOM Loads(pp Vert 1-6=2%,9.16=-10 Concentrated Leeds go) Ver,9=-118(B)12=-114(B)15=114(8)16=114(8)19-114(B)20=-114(8)21=-114(6)22=-114(B)23=-114(8)2m-114(8) 26)Reversal:Dead+OJS ROM Uva(I1ef+0]5(0.6 MFRS Wind(Nag.Int)2nd Parallel):Lummer Inaeeae=l.W,Plate Irwxease=1,60 Uniform Loads golf) Vert:i-s-298,9-Itl Concentrated Leads(Ib) Van:9=-11 B(B)12=-114(B)15=-114(B)16=-114(B)19=-114(B)20-1 UPS)21=-114(B)22=-114(8)23=-114(B)24-114(B) V WLmWdV[nry Oegn pxumlw[[nC peed XOYE40H 1•MR ftm tl dfuded xbFEN aaFemsyc IIOEW)[)3 ne 1.16aEPoNE U4e �tla1 w1p Iw u¢aYY`ullm MIINC<mreciwi.pACeNO�kbtetlWY uf++m Paln�eler Cuwn.lrvJ klw m YeMW1q W WYpcomrxxwitl.rot Inrs Minn.Paraa iya.pw lrlQglbtlalnl mid vaMyll¢Q{ac29lNadeW1lPlanelen W VJ lacWnY llmgrab ntU JJm n10 ml kaaaHa��a�rbBmt�e°oa�al,t��.m lll�mnavlal.aw+��,a.,P�iY�d:N«wm a,w°k°e°"�o-e�pW�yr,"'Itl MITek' klvkalkn atoiWe.MkelY eleclMatlh¢Molauva adnoll.r1iaelNaVRl l y,% CMwp.PA-esOM aC&aWhYCanWlrenl fiew Feh[FUI aNJ. adMy InlwmoXm avtllMaYgn Fs Po@Mx11a.41a N Lee Secret Sdb 31 R.NamltaM VAR2i19. i[np[,tt e951a JoN86 ys, y P1uAava 0a past Had IRP beer f �.IJOL Relerenee(opADrell buldeCoI mentso gty.JBEY¢m1.FleRts6 IDM11)4rINt?1ZpLODOPCtlaDstkC p? ISIJGv1ZdmT hM 35 MIe M1ek IMUYIw.Ye.WWJUI9YDITXf oh6 PepY1 N]Suft PcbBYtfkRU 1-PU 'SSB S68 73e 94-f0 1138 2014 1.11.2 1.11.3 2014 ' Bub-1199 3 BW FT 9 I 4d,� 2 8H2 B 811411 46= Side t ( f� 1465= 13 12 11 10418= SM iI 65= 610= a p5= 40, II 191a Ise sure ]5-9 Bim nse tb14 1-180 2014 1-112 1-ns 2014 Rel Opel MYI- N6P-002 1180-21202 BI IB'Etloe U3-81 110 0.2-00.2-01 LOAONG NeN SPACING 2-0O CSI. REFI. M (roc) V1MI tb PUTE8 GRIP TCLL 60.0 Plate Grip DOL 1.00 TC O.Bt Ved(LL) -0.12 11-12 >999 260 MF20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Ven(TL) -0.2411-12 >575 1S0 BCD- 0.0 ' Rep Shesa lour NO WB 0.98 Hoa(FL) 003 9 We We BGDL 5.0 Co de 111201,&RP12007 Matrix-MS Wei 13510 7=20% LUMBER- BRACING TOPOHORD 2x4SPNo.2 TOPGHORD SWdual Adult spends,c0edly applied or O2-2 oc owns, excapl BOT CHORD 2x6 SP NO and vemcans. WEBS 2x6SP NO 3'EampY BOT CHORD Rigid calling directly applied or l0-00M bracing. 511,]-11,6-10:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (IWanaej 1=211&053.9=3356938 Max Hma 1=82(LC 12) FORCES. Old Max CompMfar.Tan.-All forces 250 did or less except Man anden. TOP CHORD 1-2--31471159,2-18-29]/.4-13=(X60.45=-8562/366,56=-]8.55x303, 6.19_-0558'303,7-19-755&303,]5=-51 92201,8-9=-302]/123 BOTCHORD 1-14=2352]29,13-14-34&6156,12-13=-3]1/8888,11-1 2=3 8 69 552,1091=-201/5192, 010-151372 WEBS 2-14-5&1701,2-4-249&195,4-14=40]5x134,4-12=&2129,5-12-1 WQ112, 5-11-78796,6T1-111d36.7-11-11 58 9]7,7 __256Z114,5-10=-207/5383 NOTES 1)2-ply truss t0 be connected together wlth TOJ(0.13113')nails as mitoses'. Top&ods wrndled as fdloxs:2x4-i row N 0-7-0 Oc. Bottom ohdme wnnected W follows:2xfi-2 was staggered at 0 9-0 Oc. Webs cOnnected es follows:2x4-1 raw at OPO Dc. 2)All loads are considered equally applied to all plies,except It noted as front(F)or beck(8)lace In the LOAD CASE(S)sedon.%y to ply connections have been provided to distribute only loads noted as(F)or(B),Unfair Oneness indwred. 31 Unbalanced roof sue loads he.been emus dared for this design. 4)Wind'ASCE 7-10;VUIL13Dmph(TeeumW gust)Vasd=101mph;TCDLS.Opsf;BCDL-=3.OpBC h¢Sft;B-0SR 1-24f1;wmvr= M1;Cat, II;Exp B;End.,GCo,,015;MCI FRS(direcsonal)and C-C Exlarl 000 b 3-00,InfinmeR 1300 to 11-3-12 mna;C-O for members end farces S MWFRS for reactions shown:Umber DOL=1 60 plate grip DOL=1.60 5)Provide adequate drainage W prevent water poncmd. 6)This laws hes been designed for a 10.0 psf bottom deed live bad non0socumenl Win any Other live loads. 7)'This tmss has been designed for a live load of 20.Opsl on the bottom Chord In all areas Mom a rami le 3-6-0tan1 by 2-0-0 aide WII fit beMsen the bottom dwrd and any other members. 6)Load o dgs)1.2,3,4,5,6,7,e,9,10,1 t,12,13,1e,15,16,17,15,19,20,21,22,23,24 has4lave been m0dllled.Building designer must resew loads to verity that they are tarred for me Intended we of we loos. LOAD CASE(S) Standard 1)Dead w Rod Live(balanced):Lumber Increase=1.00,Plane Increase=l 00 Unedm Loads(pip Ven:o-3=-100,4.5=629 9.15=-10 GQ�YA{�1681�.p�.�,P...11lxo..eauoxdraox ttraPxamcr.uoeoxnFxnFFeaaNrevacewat4n....lanrmrs eeFDnFuse. onyl.awIaue odr'the Mlrvidn'Iu ala¢cfon.Ra,Ye'JIkeo,edodrwa+v.'�el�wlwn..awlnu mYlHlwud wldre wm� l.,nl a9dreae49m.A1cklg4ltlbdadbmplavedbaomoalYgNWdmEwbalemlorold maxmeawv.Aadmmd Nml/xaYad pemmalaalaarYe MI6 btlwdNregleaMNWbgavmlcdk4�Wm NaW Lawld Y9xYdrl CrWaMdmla3e. (ap nd pMalca leBaltYg lie yyp4 Puke FM BXE. pbklMailwq}.Cdfirs,Nay.weCMnmfdwipdDY¢sSmllnnattlania�AXWIPo1 OOMyCMIKOlBl9aq BCl19WI19punWmull T, FL a3sID lyYlvlryumdlul ap.J2hpdn 111E FMN YnlMa RIa N,tee511ee1.916312 Neto AI6 VTZ1314. IJab I ruse rias roeany r p Ananeeie 1CO3T0 Fail Had Np GhMr 1 2 Job Ref&ence 0 fished a Wpn9COmroMM&SPfy.JssYawMlle.Fl3]P56 1 Jun25 M16 Mr.no al IM WMJW201]36302J16 Vpe2 ID:wW4htNPtZpLODOPCdaUwldCp?SUD cwu%wIOS�IN"hRP054D9el2iLDM1'103yw6mB LOAD CASE(S) Slashed 2)Dead+0.75 Roof Lea(badanceh):Lumber Increase=l 00,Plate Increase=1.00 Union Loads(pit) Vett 1-3-60.48-535,&15=-10 3)Net Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Irareaae=t25 Unparn Loads(pig Vert:1-3=20,48=326.9-15=-30 4)Died+0.6 C-C Wind(POs.ateniel)Case 1:LumberIrmreasa_-1.60,Plate Inaease=i60 Uniform Loatls(pig Vert:1-18=313,3-18=21.4 8-19,9-15=8 Ho21-10_-18,318_-91,3-0 42 5)DeM+0.6 C C Wind(Poe.Idannag Coes 2:Lumber Inias.1.60,Plate Increase=1.6) Uniform Loads(pit) Ven:1-3=38,419=19,8-19--32,9-15=6 Hors 13=-48,31-42 6)Dead+0.6 OC Wind(Neg.Indented Case 1:Lumber Increeae=1,60,Plate Increase=1.60 Udtom Loads(pit) Ven:1-3-37,46=366,g15=-10 Ham 1. 17.34=39 7)Dead+0.6"Wind(Neg.Internal)Case 2:Lumber Increase= .60,Plata Increase=l.60 UnOorm Loads(pig Ven:1-3=37,48=308.9-15=-10 Ho.1-3=17,3-4=39 8)Dead+0.6 MFRS Wind(Pas.Intend)Left:Lumber Inaaaee=l.6q Plate Increase=1.60 Unarm Loatls(pig Ven:1�6,4-8d S.9-15-6 Horz:1-3=46,34=-11 9)Dead+0.6 MFRS Wind(P..manna)Right:Lumber increase=l.e0,Plate hms.-1.60 UnOorm Loads(plf) Ven:1 3=10,40=16,9 15=-5 Horz:t-3=20,S -26 10)Dead+0.6 MFRS Wind(Neg.Nand)Led:Lumber Irlcresas1.60,Plate Increase=1dC Udorm Loetle(pit) Ven:t-3-2),48-348,9-15=10 Horm 1-3=7.34=31 11)Dead+0.6 MFRS Wind(Nag.Intends)Right Umber Increase=1.60,Plane Increese=1.60 Unlforhi Loads 0) Van:10--10,4-8-274.9-15=-10 Rom:13=-10,3-4=4 12)Dead+Ofi MFRS Wind(Pm.internal)tat Parental:Lumber Increase=160,Pate Increase=180 Unitorm Loads(pit) Van:1-3=19,4 58,945=-6 Horz:1-3=-29,3 =34 13)Dead+0.6 MFRS Wind(Pos.Internal)2nd Parellel:Wmber Increase=l 60,Plate Incresae=160 Unit..Loads(pit) Van:1-3=0,4-8=4 W,0-15=6 HOU:1-3=-18.3-4=-24 14)Dead+0.6 MFRS Wind(Neg.Internal)1st Parallel:Whiner Increase=180,Plate increase-1.60 Unitorm Loark(pg) Vern:18-21,48-274.9 1 5=-I 0 Hors:1-3=1,34=6 15)Dead+he MFRS Wind(Nag.Intemag 2nd Parallel Lumber Increase=1.60,Plate Increase-1.60 Unllomi Loads(pit) Vena-3=21,4 8=274,9-15=10 Har 1-3=1,3 4=6 16)Oead Lumber Mcrease=0.90,Plate Increase-0.90 PIs.mala 90 Unit..Loads(pit) Ven:1-3=-2Q 48=-254,9-15-10 17)Dead+0.75 Rod Live(nal.)+0.95(0.6 MFRS Wind(Neg.IM)Left):Lumber Increase=1.60,Plane fthad a=180 Unitosn Utah,(pit) Van:13-85,4-8-6()5,9 15=10 H..1-3=5,3-4Q3 18)Dead+O]5 Rad Live del+0.75(0.6 MPIFRS W IM(Neg Ing Right):Lumber Inues se=1.60,Plate Inamse=160 Unitorm Loads(pit) Van:1-3-73,4-8-5W,9-15-10 Hoa:t-3=-7,3-" 19)Dead+0.75 Rad Uva(pal.)+0.75(0.8 MFRS Wind(Neg,Ing 1st Parallel:Lumber nomase=160,Plate Increase=160 Unlloon Lords(pig Vert:13-81,43=550,9-15=-10 Horz:i-3=-1,34=5 Wd Dead+0+75 Rod Live(bel.)+0.)5(0.6 MFRS Wind(Neg.Ing Sind Pal Lumber Iweal 60,Plata Imenee-1.60 Uniform Loads(pit) Ven:1-3=81,48=-550,9-15-10 Hom 1-3=1,34=5 21)IN Dead+Rmt Like(unbalancetl):Limber Incesina l.OQ Plate Increase=100 Unitorm Loads(pit) �ry�r��Vent1-3=100.48=-549,9.15=-10 DaiWA91�AJOIQLiteawne-.dlaea/e90NTN64NBYICIUOEaIIMfI[aVEP.4MCE IPOEA6>a)m.fORVA16BEFONEU6E hoop, wuw.1 Wm MlheA ca im sainespr h b>re0.11 Wu'relen9wwrtad 61q MM311>Adgcmpannt ror Inmey4aa.pelua mMa laMhgdesbrvl mulvatty tlwgAlCWllYolaeNarrp�anoion Ox3pWa4Y�osiMrola REtl#lyrnto llw ousel Wbp heYand-w"done lo woewar lYC nnn nn...M1m,an onZv.. 'a memOenoMv. ralbul remnu'W VMFarrasmnraacro s awayrePlY raiPYAly aM mpevenl cJlq:eurm pxCbl%�eoiu3leery and P` > onii For�r¢ra o.re9aaip No l.1M alagre,heNery.wecM1m a A= of Mmoe ml6ocryaremi..ami Oulh C4lerYr.Ofade...WIbq CYaasd M.GeM EY BN4. 9MNy Prprnmlaa arfYtJe M1an 1ri$IMie MtlMe.11a H tee Spred,.]12 Abr�uiWh VA Zi 14 Tnrye.FL 3]610 rux VFe anx«a IM]aT0 Fppp xatl HP r ^ CPN L alo .kwzs xtawrx lmwuw.x wen aueo l]an3ozule v.psa ID:wuMriN191ZpLD00PCdeDsl�p9-SW]XcxwiSwjtl511N4ebFPp54BBet2q DbUPD3yx5mB LORD CASE(5) Standard 22)2M Dead♦Root Live(uood..c):Lumbar Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Veli:1-3=20,4A-8 ,&1b10 23)3rd Dead♦0]5 Root Live(unbalance[¢WmDer Increase—IA,Plate Incregsa=l W Uniform Loath(on) Vert: 43 475.?15_—t0 24)4M Dead a 0.75 Rod Live(unbalanced):Lumber Increase=1.00,Plate Increase=l.DO Uniform Loads(pit) Ved:13=M 48=-535,8-15_10 Q CamyWmR/.eMWy'eMlep'emlw. -1-a ar-I-- en4FERONOlE90N]WagNO W[LPoEO M?EggEFEqM<NLEPov,k1-..,Fnv.lOpYI Be'..uftea4mDq , m1U0l15WerEyfOcoPmEYrp4Em venN nw mr�kauN=�aamen pue.naren..rurs wanvnfwerna Mkdaegn No nwuveal e°ueeeD dmlar. wa<npimcrnaekapraa�wmo0oNnDOOrawia lgawabawworcN:rn mamba ervY.gnanom ramr.mW maPegm..am amap MITOW k Wuw eaaled rormulNaalapavarneoeo�na wan P�*ma cer:orwlee.raaaw«r.rmaDa. rorcegaae�womam�agx aw a de', nnaapa.daevay.aecs.mdhacepolauw L— RrmaY.rami walxWmt oua•Nenxb.wxaf aq leu auumgeanpwxnl ena v.n.E«exa. awNxrwme•enoaabla lmm e�rwla zwlmaa,zlaN.Lea sneal.snealz.na.Qailuvnnala. lagP..n aaalo Job Trues Tans TypsOry Ry .Anastasia e0945 5 10173T0 FCA3 FLOOR 1 2 Job Rebalanc016MiiTa (opllollos pt BUlding CortgdlaM SuppIY. Jacksonville,F132256 I8.010 S MI?t2A0D0PCd6WkCp91ustties,Irc. Was JW2014:figu"18 Pege1 ID.wuWMJI?QpL000PCtleDukCp'+-IaglCvy713yVIKOiFNgIu16NBub¢NEFIIPyweTy 2E8 268 2"268 3c4= Scale=1:10.8 1 3H= 2 2N a 1Hp10 Ti1p10 sold= a 7 s e a II 2,41 II _ z$e S1-0 zbd Ts; LOADING beef) 6PACING 2-0-0 M. DEFL. In (1¢) All W PLATES GRIP TOLL 40.0 Plate Gdp DOL 1.00 TO 0.13 Verl(LL) -0.01 5 >989 360 MT20 2WIN TCDL 10.0 Lumber DOL 1.00 BC 0.32 VerIQU -0.G? 5 .989 240 BCLL 0.0 Bep Strew Ind NO WB lHal0.00 4 No Ne BCDL 5.0 Oode FBC201s 1`12007 MetOx-MS WagIM1 67 lb FT=20% LUMBER- BRACING TOPCHORD 2x4SPNO.2 TOPCHORD SimcturalwopdsheatNngdlmdlyaWpiedm5-l-0ocpudiw, BOT CHORD 2x6 SP Nod exwW ond verticals. WEBS 2x4 SP No.3 BOTCHORD All telling directly applied or l OO-0 oc bradng, REACTIONS. (lbils) 6=101&Mechanical,4=1281M3-3 FORCES. (1b)-Max.Comp.IMax.Ten.-All fomes 250(Ib)or less except When shown. TOP CHORD tA-781X,1-2=-163&0,23=-1639/0,34-78V0 WEBS 1-5 /1765,3-5-Wl M5 NOTES 1)2{yly1mse to be connected!togelherafth 1M(0.131`41')nails As 1o11ows: Top chords paraded es IWlowe:2x4-1 mw at 0-9 0 do. Bottom chords connected as follows:zx8-2 mare sweated at OYO M. Webs connected as policies:20-1 mw a[0lfl ad. 2)All l0ads era considered equally applied to all plies,except It noted as iront(F)or beck(B)face In the LOAD CASE(S)section.Ply to ply connections have been provided to moecule only laws noted M(F)Or(B),unless ouservnw Indicated. 3)Refer to girders)for hues to truss connections. 4)Recommend 20 stmngbal On edge,spaeel at 1000 on and fastened 10 each tN9s on,3-1M(0.131'X 3')nails. Strongbacks to be attacial to walls at thdr outer ends or restrained by other means. 5)Uw USP THD"(WIN ted reals into Girder 810d nals into Tmss)or equivalent species at 280 w met s1arNYg at 1-1(Y12 from the left and to 3-10-12 to connect imw(es)to bad,two d bottom chord. 0)Fill sit hall Mies M.hal is in canted with lumber. LOAD CASE(6) Standard 1)Coal a Floor Live(balanced):Lumber Increesa=1.00,Plate Increase=L00 UNfom1 Loads(plf) Ven:1-3-10l 4E=10 Concentrated Loads flat Van:7-866(0)8=-886(8) Q WpgNWe ass,Cnlanplarria-1 gala NOTES W1.Ass M6LWEa MrtEx saideaspe Bass.,,,a ne I6AVSaIs aEFOPE pas aWtllwwaNYMN IemTseen.�. lwe vaMaMd1MeUWlq'otlne—l4>ra' n mpu[oIvissmn(ysl,a %pI—ane—elevoa,xlPWemmYlrvM.wMpAvMo@"'WoncpmWwimpto ml MAmpeWgvlemgsaYmolhWpmWI ga3V M—iTeNk *• awgxleaaee Mrlmlllyadlo gevrJCMnoriesq✓rcis. s�ed,sessual aYenLW.rarn pars was lepO(wgM 6104 Vehe I—mal, HxLVIFn.ilwlge.�IIuwY.a'6clbn aur Ma]Iq ollnmae MJ IMc'NerriimeMlY/MI fYWIY CMWb.OfaA9 aq LCL MIIIq<WrIVMreN Hdely IrMnnaXm wdRJe Ocm IrisfloM h[Ilklle.fla n 198 Slreel,Slle a12NemsNa VA22311. Terga.IT 3w10 Jab Truss Tel6e TYPe Oly PIY Mmtasia 909 5461 104)370 FG04 FLOOR 1 2 !Job Reference(o00one11 Buildng Cwryons rSupply, Jacsomen.e.Fl32256 Whl` Apr202016 MiTek llMusbls&Irc. Watl Ju12014:3B:462018 Pepe1 ID:xuMNN?1ZpL00DPCEa0srtC0]-13gICwyR3yVIKO1FdJ9hNLlVpxgEFlbyxOTy 398 ]0.2 10.212 1358 N 16&0 -SB 3-98 12t0 3210 3210 3210 3905 &ale=134.5 w II Sed,= slWdel 10 2 s 4 5 B ] 0 t5 11 13 12 1t 10 9 31611 Mo= WOMf2JHS= 4x10 THD232 y98 ]42 10212 136-0 1330 'NSB 38-8 33-1° 3210 32-10 3210 3305 Plat O8 MMY)— 180.2-4.0.2-011100.21 D2 111Y038Oi0116'0-2-1231 I LOADING(pei) SPACING- 240 CSI. DEFL In (Ion) Also IM PUTES OflIP TOLL 40.0 Plate Grip DOL l.w TC 0.64 Verl(LL) -0.41 12 ADS 360 AR20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.02 Vert -0.64 12-14 X3]9 240 MT2pi8 18]/143 BOLL 0.0 Rep Streee Inn NO WB 0.]9 HDrxQL) 0.04 9 We We BCDL 5.0 Code FBOM0 PI200] MatMo-MS Weight:22410 17=20% LUMBI BRI TOPCHORD 2x4 SP No.2 TOPCHORD Structures Wood sheamng directly applied or4-&9 w pudlro, BOT CHORD 2x05 SP NO.I except ertd vardce,. WEBS 20SP NO.3'Except' BOT CHORD Rigid ceiling directly applied or 1040 oc Owing. i-15,&1D:2x4 SP No.2 REACTIONS. (IWalxe) 16=1935103-6,9=2343rMech rscal FORCES. (0)-Max Comp.rMax.Too.-All forces 250(lb)crlessexcept whenshow. TOP CHORD 1-16=-186&10.1-2.SBfil/0,23.]395/0,3-L]129O,4 -]12910,fi-]=820]Al, ]8=364410,0-9=-219110 BOT CHORD 15-16=0/438,14-15�,12-14=MM5.11 12-0/6207,10-11�,9-10=0289 WEBS 1-15=015613.2-15=]2610,2-14=10159],3-14=2691.3-12=-27810,4-12-2971, &12=0862,e-11=8090,7-114y 465,7-1 0=-103 90,0-10=o136]Y NOTES 1)2-ply hues to be connected together YNh IDM(0.131 M3')palls as follow'. Tap chords connected as follow:2x4 1 row at 0"Oc, Bob.0.rde....led as follow:20-2 mons staggered at 0 9-0oc. Weds connoted as follows:2x4-t row at 09-0 cc. 2)All loads and considered equally spelled too plies,except II need ea front(F)or beck(B)lace In the LOAD CASE(S)seGlon.PN to ply connections fave proAdoto herwise,dtonlyloads noted led. as or(B),unless Ottawas mu 3)A planes am hff2°p eta 4)All planes are 4x5 MT20 unless otha rs se Indlca,d. 5)The FabucMiw Tolerance at loll s=20%,joint 13=20% 6)Rotor to glyder(s)for Tess to th as connections. ])Recommend 2x6 slrongbacks,w edge,spaced at 1000 w and fastened to each tees Wilk 3l (0.131'X 3')raga. Strongbacks to be arawed to Walla at their outer ends Or restrained by Omar means. 8)Use USP THD26 2(Mkh led nal,into Girder 8104 nails Into Truss)or equivalent at 3 9-6 from me IBX and to connect Imee(as)to front lace of bottom chord. 9)Hit all buil hoes wee hanger Is In contact Wlth lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Incresse=1.00,Plate ftmoa=1.00 uniton Loads(pIR Vert:1-8=-100,9-16=-10 Cglwanbated Loads(Ib) Van:8=-105215=-t 00H(F) Q WAM -Vx Cine eowstm mtl Road ssmse oN 916 INa ArcUm nMrtEa sa INCE PAGEW74M o-160LNI59EWBEVSE p lw vaYJ lw uwuYYsaln MllelR4cmrecMs.R15 r1eLP,absw]exYV ulxa paexnelers6urvm.W kion m MlWMx1 MM�y wngorenl.ml a,a.rwm.mnre..e.tret�awmron+�+.I.ann merwlG�ImOI.�IP.w.a,»1eaGar wa.enr he«w�G�ll�amaalnwmeewaw aw MR6k aAovd®Ivx aacxe BwaGtedalo waValuwwv axnxax4mnwabandlwaxAdmembenwv.Adua6�n MmpwnymePemimentaGo aa+m*�eaWadmrslmENmawwe•'entcwa�..>nl epuswKa M.vaawGw�IvdunGw. rae6wmlae mweMeeasew. gYMwla+n.Jdq]e.d�S.gry.erecicmm�lxuf�g of L�mmmdlnu.y*Iwrn see/41WM10uWnclaM4oeBMaq acWhNgCarouxM T, FL 51819 Bp4ly Oepmaean ovy2ie 9dn 1memme xuxMle.2,a N.moasms sada 1 ,NaRaM'6VA2ZJ14. J b Trust Truss Type Ory Ply Anasless - - - BOB0.4] 104]370 FGO6 He11 Hip GiNer 1 Px tlul",—OwnBm Supply, J.am.Fl32256 B.OtOaL R ea Ap202018 MITek lMueln ,Irc Wed Ju12J 1490:4]2016 Paget IOwu.HrrNl?1Zpl➢OOPCdeDstkCp?-ISyP NOOCC_ea5N2LBk01 3AFMVdGIYks?QywBTw t-160 &s-0 58-16 Noe 10-03 1232 288 2-1-10 21-10 23b 3 Stela=1:245 TOO FIT 34 1 aide I- 2 2 an II As= 46= Me= 64 8 0 4a6 i 1 qY 14 13 16 12 17 11 IB no &a m 15 Sit w II 41= 410= NAILED NEILED 0 9N II TIp2&2 NAILED NAILED 9`4 II 1908 R59 5810 ]-168 1042 1234 1960 1-]-0 238 2-190 2-1-10 2-38 Plate 011e$ (tint- 14:084D&0110:0.2-00.2-01 l9Edoe 6381 I1tr02-062-0I LOADING(psf) SPACING. 29 Cli DEFL In (I.) Vdefl rho PLATES GRIP TCU 40.0 Plate Gnp DOL 1.00 TC 0.58 Ved(U) -0.0811-12 X999 240 W20 24VIW TCDL 10.0 Wmber DOL 1.00 BC 0.1" Vari -D.t211-12 X999 180 BCLL 0.0 ' Rep Shasta Inch NO WE 0.84 Horz(TL) 002 9 Na we BCDL 5.0 Costs FBC2019 PI2007 MaMx-MS Weight:lA lD 17=20% LUMBER- BRACING- _-- - TOP CHORD 2x4 SP No.2 TOPCHORD Structural Mod sheathing dlri applied or 4-S2 oc IM., BOT CHORD 2x6 SP No.2 except and vemcab, WEBS 2x4SP No.3-EvicepP BOTCHORD Rigid tailing directly applied or t 040 oc bracing. 5-11,]-11,8-10:2 SP No.2 REACTIONS. (Val.) �385a4-4-0,15 7BOl NA Hoa 1!>--134(LC 8) FORCES. (Ib)-Merz Camp.rMax.Ten.-All forces 250(Ib)or less evicepl when shown. TOP CHORD b2 21]74,413=0/451,4-5=-5773A1,SB=52844,&7=-52 6 410,]-&-3460Po, 8-9=-3699/0,1-15-2]0810 BOT CHORD 13-14 4116,12-1. 04125511-12-d T]3,11YII f 468 WEBS 2-14-d1578,2-4--193 0,4-14-36254,4-12�052,542=-119&61,511-6l 6-11=-1247/.7-11� 7,]-10=30824,&10-04550,194--M2389 NOTES 1)2-ply truss It be connected together Mih 10d(0.131'x3')nails as toRmet: Tap chords connected as follows:2x4-1 me,at 0-9-0oc. Bottom chords connected as follows:2 -2 rows staggered at 60-0 cm. Wage connected as follows:2x4-1 mw at M-0 oc. 2)All Insists are considered equally applied to all plies,except N noted as front(F)or hack(B)lace in the LOAD CASE(S)section.Ply to ply connections have been provided to distubute only loads noted as(F)or(B),unless otherwise indlramd. 3)Unbalanced roof Ilse loads have been considered for true design. 4)Wind ASCE 7-10;Vu1t=130mM(3-second gust)Vatd=101mph;TCDLd.Op %BCDL=3.Opal;h=Y58:8=45n;62411;eava=40;Cat. Il;E1¢B;Encl.,GCpi=0.18;still(directional);and vertical left imposed;Lumber DOL=180 plate grip DOL=1.60 5)Provide edequale drainage to present water ponding. 6)The muse has been deal9ned for a 100 psf Whom chord live load nonconcurrent with any other live loads. 7)'This tense bear been designed for aIle,load of 20,0psf on the bottom chord In all areas where a rectangle 3 6-0 tell by2-GD,Mtle MII fit between the bottom chard and any other members. 8)Load casedd 1,2,3.4.5.6.7,e,9,10,11,12,13,14,15,16,17,18,19,20.21.22,23,24,25,26,27,28,29.3.31.32, 35,36,37,30,30 hae4ava been muddled.Building debugger must review load$to Verily,that they are coned for the Intended use o1 this trues. 9)Use USP THD26-2(With 18d nails into Girder&Ion mans Into Truss)or cgdvalant at&7-0 from the left end to connect breaded to from face of bottom chord. 10)Hit NI nall hags where harper Is In confect MM lumber. 11)'NAILED'Indicates 3-10d(0.148'x3')or&12d(0.148141.25')tae-nails.For more details refer to MiT"'s ST-TOENAIL Court, LOAD CASE(S) Standard �w4aNAVe-VWlyaulenpmmnrt anE O.a NOTE5 QV TNI5 ses MLLUBEO M2k a0MINR PIOEY4)4Am.maxi BW/E U$E mrronwaloru�oNraatm wwaro<omreorom.lm�wrv$er<aomvw�w�alewaw.w.mderwmrmarN dadryeomppwni rot niac.slo askxeree.n¢Whp(leyryay muuw�lN Ile'agNkWlh o1JmlTpxmrelenm]PCLad Anne eeade,ll moIna Overyl tJMytl849n.amcrylrVJkmedhbpeaenldctlrpolx RATx9lnswsDaq/acMrdmeMvrs Py Nhanpq lemNeryaM Fermumi decry e tdwuY=reVxredM YNMMaNro gevenitdgFa Min Wawa pemrMMrv�wgmedv Wn W. rw9arwid gil]�,cere9valrp xra nary' R51a�e,tlmkaN,e .in,sM anshrr wsoglnp ryLgnc maµel/INI Gorily Crtiwlo.Dd$e9 aq eCL WpConporrutl e$WB ksal ' SaHN INarmakm aVdWeRiwn lrimflaM MM&RIBN.Lae Sheet,51118 a12MeMMIa VPRJIi, torp,.a%10 Job TaxesTruss Type 07 Ply Anastasia - _-- — T009050'!'' 10473TO F306 Had Hip Giller I j ?- Job 16 Milee(oodonall Building Component Supply, JacMsonville,F132258 B.O0 Apr 202014aSyPd l-NDgCC,Irc. Wed 013A4:39:4T 2018Page 2 I D:wubrtN11i2pLO W PCdaDsdcCpl'nSYPdc_ND9CC_ea5N219k01 3AFMUMGIYks1d W RTw LOADCASE(S) Slamdard 1)Dead+Roof Live(balamed):Lumber Increase=1.00,Plate Increase=l W Unit.Loads(plp Vert:1 3=-1 W.41629,9-15=-10 C.mmded Laade get Van:12=-31(F)16=-513(F)17=31IF)18-31(F)19--93(F) 2)Dead+0.75 Root Live"amed)+0+76 Able Floor,Lumber Incresee=100,Plate Incraase=100 Uniform Loads(pit) Vert:13=30,41-535,9-15=-10 Denominated Loads(Ib) Verb 12=-169(F)16=-452(F)17-169(F)18-169(F)19=171(F) 3)Dead+Unlnbadiade Atllc Without Storage:Lumber Increas=1.25,Plate Inuease=1,25 Uniform Loads(pit) Vert:13=-20,4b=-328,9-15-30 Concentrated Loads(b) Vent:18-311(F) 4)Dead+0.6 MFRS Wind(Poe.Intemel)Leff:Walther Increase=1.80,Plate Increase=1.60 Uniform Loads(ND Vert:13-3,43-16,9-15_-6 Horz:13=-13,3A--11,1-15=15 Concentrated Loads In) Vert:1(e-221(F) 5)Dead+0.6 MFRS Wind(Poe.Internal)Right:Lumber Increase=l.8q Plate Increase=1.60 Unifo0n Loads QAO Vert:i-3=10,43-16,9-15=6 Horz:13=20,3-4-26,1 15-18 Concentrated Loads(b) Vert:16-221(F) e)Dead+0.6 MFRS Wind(NOS.Internet)Leil:Lumber Irwrea5e=1.60.Plate Increase:1 60 UM1orm Leads(pit) Vert:la=a0,4-8=348,915=-10 Horz:1-3=10.34=31,1-15=25 Concentrated Loads(Ib) Vert:16-217(F) 7)Dead+0.6 MFRS Wind(Neg.Internal)RIgeL Lumber Irerease=1.60,Plata Imreesa=1.60 Uniform Loads(pill Vert:1-3=-10,4-8=274,9.15=-10 Hort:13=-10.34=4,1-15=-7 DmcentratW Loads(Ib) Vert:16=-217(F7 8)Dead+0.6 MW FRS Wind(Pos.Internet 1st Parallel:Lumbar Iincrease--1.60,Plate Increase=1.60 Uniform Loads(pill Vert:1-3=19,46-58.9-15-6 Here:1-3-29,34=34,195=-23 Concentrated Loads(Ib) Vert:16=-221(F) 9)Dead+0.6 MFRS Wind(Poe.IntemM)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.80 Uniform Loads(pit) Vert:13=8.49=411,9-15=6 Hoa:1-3=-18,34=-24,1-15=23 Concentrated Loads(Ib) Vert:16=221(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Iel Parallel:Lumber Increase=160,Plate Imomas=1.60 Unit..Loads(pin Vert:1-3=-21,4A--274,9-15=10 Hoe 1-3=1,3d=8,1-15-12 Conoenfretea Loads pq Vert 16=-217(F) 11)Dead+0.6 MFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Rate Immas aml.W Uniform Loads(pit) Vert:13=-21,43=-274,9-15-t0 Herz:1-3=1,34=8,1-15-12 ConcerAmled Loads(Ib) Ven:16=-217(F) 12)Dead:Lumber Increaae=0.eq Plate Increase=0.90 Pit,metal-0.90 Undomi Loads(pIPI Von:1-3-20,43-254,9-15-10 Concentrated Ioade(16) Van:12-215(F)16-2888 17=-215(F)18-215(F)19-217(F) 13)Dead+0.75 Real UYe(bol.)+0.75(08 MFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.80 Uniform Loads(pill) Vert:13-88,4-8-605,&15=-10 Hors:118,3123,1 15=19 Co senlrated Wetls(lb) Veh 18=417(F) 14)Dead+O]5 Real Lee(bol.)+075(0.6 MFRS Wind(Neg.Int)Right):Wmber Increase=l 60,Plate ncrease=-1.60 ��,rtMkIW ryOWpnlwmmetx�=nC aEEO NOTES eH IWS ANa M'LWOEa MTER XEIGINtI PAOEIb)eTJ m.fa�Alee00PC LL5a. mIV WM rAlekLcmrecron IM0.rsyyi kMaalaYY Wcrr Wvrierge MwRmJ'kraan LaPULxI dlpYpcmp.r'aro rot eisryalem.Mlae m.Ra UIM�p�a mnlveah Ra rq>MCHAIMMrlm4r WrarreMaq Pq�IYlrcagaale Rh�9ir'nbawoMW keiNa'R reaAed�Ni1tlMAY��I PMcci4�ay.M WOIYa Wrnrvl�pcCAIY�M9daJ pih'm yaa9rtLa AV M1txbclMalaape.MINMY.salbn arcl brafrq o11nr0asVAaisapMni6 reeArlfl/MIGWIry CdIMb.CY-a9wq K9laiipCOnlp0lreN 4.W TaR.8iEW Hely lrawmallM aV�l,Ne rtdn lna Rob MIMe.RIB N.LBe Street,91b 312 NemtliM.vq RRJ11. rrys.Fsendd JoD Tmes T.Type Ory ply Anaswo. T699154] f04YJT0 FGO6 Heft Hip Girder 1 ?- Job Re mance(a tions 1 uumaing Component SuWq, JsrkeanNlle,Fl32236 8.010 sApr 202018 MDek lrpixlnes.Inc. Wed Ju12014.39.472018 Pege3 . ID:nubnNl?RpLODOPGdaOazkCp?-hSyPdc_ND9CC_ea5N2LBk01 3AFMLIdGIY ?dyaeTw LOAD CASE(S) Standard Unit..Loads(pit) Vern 1-3-73,48-550 B-15=10 Hoi213=-7,3A-9,1-15=-5 Concenioted Loads(lb) Vol 16=217(F) 15)Dead+0.75 Roof Uva(Dal.)+0.]5(0.6 MFRS Wind(Nap.Int)tat Parallel):Lumber Increas0=1.80,Plele Increass1.80 Untfonn Loam(pi) Ven:1[ -01,48=-550,9-15=10 Hom:1-3=1,3A=5,1-15=-9 Concentrated Loads(lb) Ven,16=-217(F) 16)Dead+O.]5 Roof Live(bai.)+0.75p.6 MWFRS W nJ(Nag.Int)2nd Parallel):Lumber Increase=1.60,Mate increase=1.60 Unitmm Loads(pig Ven:1-3=81,48=550,9-15=10 H.I1 1.34=5,1-15=9 Conowdrated Loads(Ib) Ven:16-21](M 17)tat Dead+Roof Live(uMaimced):Lumber Increase=1.00,Plate Increase=l 00 Uniform Loads(pig Van:1-3-100,4 6=-549,915=-10 Commaited Waft(Ib) Von:12=31(F)16=-513(F)17=31(F)18=31(F)19-33(FI 18)2nd Dead+Root Live(unbalanced):Lumber Increase=1.D3,Plate Increase=L00 Uniform Loads(pi) Ved:13-20,48=629,415-10 Concentrated Loads(lb) Ven:12-31(F)16-513(M 1]-31(F)1R-31(F)19=-3(F) 19)3d Deal 0.75 floor Live(unbalanced)+0.75 Allis Floor Lumbar Increa5a=1.00,Plate Increase-1,00 Unllorm Loam(pip Ven:1-3=80,4476,9-15-10 concentrated Loam Pb) Ven:12=-169(F)16=-452(F)1]=-169(F)18=-169(F)19=-171(F) 20)4m Dead+0.75 Roof Lhm(unCalanood)+0.75 AMC floor:Lumber Increase=1.00,Plele Increass1.00 UNiortn Loads(pig Ven:1320,4-8,535,9-15-11[t C anlrated Loads(lb) Van:12=169(F)18=4 fl 1]=189(F)18-169(F)19---171(M 21)Pa..&Dead+Roof live(balanced):Wender Increase=1.00,Plate Increase=1.00 Uniform Loads(pdp Ven:t-3=-100,48=829,9-15=10 Concentrated Loads(Ib) Van:12-31(F)16=-268(F11]-31(F)18=-31(F)19—33(F) 22)Reversal:Deed+O.75 Root Live(balanced)+OJ5 Adds,Floor:Lumber Increase=1 W,Plate Increase=1.00 Unllorm Wem(pit) Van:1-3-80.4-8=-535,9-15-10 Concentrated Loam Ob) Von 12=27(F)16=-268(F)17=27(F)18=2)(F)19=25(F) 23)Revemal:Dead:Lumber IrCwsaO=0.90,Plate Increase=0.90 Pi.mmol=0.90 Uniform Loam(pill Ven:13-20,4-8-254.9-15=10 Concentrated Loam(lb) Veit:12=Q(F)16=860(F)17= 7(F)18-1](F)19=44(F) 24)Revareal:1St Dead+Roof Uva(unbalanced):Lumber immase=100,Plate Increase=t 00 Uniform Loam(pit Ven:1-3=-1 W,43=-549,915=-10 Concentrated Loam(lb) Ven:12-31(F)16=-260(F)17-31(F)18=31(F)19=33(F) 25)Reversal:2nd Dead+ROM Live(nodose Lumber Increess1.00,Plate Increase=l 00 Union Loads(pi) Van:1-3-20,4 —629,9-45=-10 Gorcanwted Loads(ID) Van:12=31(F)16=-200(F)17-3P(F)18=4n(F)19—W(F) 26)Reversal:3rd Dead+0.75 ROM Live(untoo llced)+075 MC Floor:Lumber Increase=1.00,Plate Increase=L00 Unitorm Loam(of) Ven:t-3=30,4475,9-15=10 Concentrated Loam pin Vert:12=2](F)16-2601F)1]=2](F)1817(F)19=25(F) 27)Reverent:4th Dead+0.75 ROM Uve(unoshncedJ+0.75 A9Ic Floor Lumber Increase-1.00.Plate increase-1.00 Unlionm Wads(pit) Van:1-3=M.4 8=-535,9-15=-10 C Mrated Wads(Ib) Von:121](F)16=-268(91]=27(F)18=2)(F)19=25(F) 20)Reversed:Dead+06 MFRS Wind Pm.Inlemag Let.Lumber Inciessa=l.eq Plate Increase=1,60 _N QRO.- aeAO NOTE80alMe INe LYCLUOEO NIIEe aEFE .FACE.11< m.Iftoo 6BEFOREUSE 1 WNlm—pry Wln vnv,.cuMecWrs RIS a bad ONY UPn i"—len Yu+wn.otlklol x b.,,Re canGu,enl,Urn Ir eORR axrore .IreaaswdmMr.ol valNlremr aNwda,anwanela..menon�wF Rw+Irnonee:p.I Wolre owe.+i WUIGda,O aackV kMCOledblo lNevanl Wcxlk9 orlMNkad nmwebutl/ncMlamam� oIN MtlRvd lomWWaq�marc'm l„.,..x.n� MlTek ktlwayrreaeeC laiktihCMbgevmicdlq+a WlnpUeSlepaa,/b kLuym]pepvlYban[pe.MBaleltlgW¢e lepaJglM 65n0 Pe FL EWOW. MxnOlMslaaya.mNelY.wecY.Unm[I back9 o11nmeraM WCMlelru re&WWINt Oudhe4rMi.EBk'B)ml BCaI WIxWYeelnMlian inirye.fL Lalo EdMYInIwTNblr mrfkda npn lr�FMRxnnNIe.41BH Iee Skrel.Slle]12 PKa4eml VRYlJII. Job Truss Truss Type Ory Py Mesase T9004667 1"73TO FGN Heir HIP GMeI 1 2 JobR ( ) fiuimklp Componem Suppy, Jackeonwlle,FI32258 00MT C W tlJ 120 9 Pep s 4 ID:wuNNNI?IZpL000Md.DPCEeOszkCp?-M1SyPtic_NDBCC_ee5N2L0k01_3I1FMLntlGIYlrm?tlyxBTw L0aDCMEM Standard Unim m Loads(pit) Vert.1-3-3.4 -16,&15---6 Hors 1-3=-13,34-11,1-15=15 Co.anmated Leads On Vent 16-297F) 29)Revemal:Dead+0.6 MFRS Wild(Pas.Mtemel)Right Lumber Vwrease=l 615 Plate Increase=l 60 Uniform Leads(pIi) Ved:13=10,4-8=-16,9-15=8 Herz:1-3=-20,34-28,1-15-18 Concentreled Loam(10) Ven:l(-297(F) 30)RaversM:Dead+0.6 MFRS Wind(Ned.Meme)Lail:Lumber Increase=1.60,Pmt.Mucha-=1.60 Unlloml Leads(Ol Ven:1-3-31510-348,5,15=10 H.1-3=10,3d=31,1-1525 Concentrated Loads(1b) Ven:16=-293(F) 31)Reversal:Dead+0.6 MFRS Wind(Nag.Memel)Right:Lumber Imossese-1.60,Plate Increase=1.80 Uneam Loam(pill Vem 1-3-10,4-8-274,9-15=10 Hoe 1-3-10,34=4,1-15-7 corcantrate$Leads(lb) Ven:16-293(F) 32)Reso sol:Dead+0.6 MFRS WhId(Pas.Inieme)lot Parallel:Lumber Mcrease=l6D,Plate Increase=1.60 Uniform Loam Of) Ven:1-3=19,4-8-58,9-1'F-6 HOD,J+ -29,3A=-34.1-15-23 r;am antmted Loam(lb) Veda 16,297(F) 33)Rev.me:Dead+0.6 MFRS Wind(Pas.Internal)2nd Parallel:Lumber Increase=1.60,Prete Increase=1.60 Uniform Leads(PB) Von:13=6,4-0=-91,9.15=E Horz:1-3=-18,3-4-24.1 15=-23 ccut enireled Loans(Ib) Ven:1(r-297(F) 34)Ravened:Dead+0.8 MFRS Wind(Nag.Memal)1st Permits:Lumber Increase-1.60,Plate Increass1.60 Uniform loam(Of) Vert 1-3-21,0.8--V4.9-15-10 Ho21-3=1,34fi,1-15-12 Gorse,muded Loam Bb) Ven:16-293(1`) 35)Reverse:Dead+0.6 MFRS Wind(seg.Internal)2nd Perallal:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loam(pli) Ven:1J=-21,4E=-274,9-15-10 Harz:I�1,343,1-15=-12 Concentrated Lee&(lb) Ven:18=-293(F) 36)Reversal:Dead+0.75 Roof Lave(bel.)+0.75(0.6 MW FRS Wind(Ned.Int)Lou):Lumber Irlcreaze=160,Plate Increase=160 Uniform loam(pat) Val,1-3-88,18-605,9-15-10 Has 1-3=0,3i=23,1-15=19 Cancentrafed Leads(Ib) Ven:16-421 T) 37)Revemal:Dead+0.75 Roof live(bar)+0.75(0.6 MFRS Wird(Nap.M)Right):Lumber Increase=1.80,Plate Increase=1.80 Unit..Loads(Pit) Ven:1-3=-73,48--550,9-15-10 Harz 1 =-7,3<3,1-15=-5 C uftandreted Loads(lb) Ven:16=>21(F) 38)Favored:Dead+0.75 Roof LNe nal+0.75(0.6 MW FRS Wind(Ned.Int)tet Parallel):Lumber Increase-1.80,Plata Increase=160 Uniform,Loads(pit) Von:1-3=1. 4=5,1 159-15=-10 Ho¢Loads 3i=5,1-15-9 CancentVon: Loads(b) Ven:18 ) 30)Reverse:Dead+0.750.75 Roof Live(WL)+0 75(0.8 MFRS Wild(Nap.Int)2nd Parallel Lumber Increase=l 6),Plate Leads ead UnitUniform (Pit)V Ven:1-3=-81,4-8-6W,9-15-10 H.:1-3=1,3-0=5,=5,1-1-15=-B ConcentramLoa (m) Val.16-421(F) Q WIaIO1a Vwry4eWn TATernee^ r I aB]IY9aN0I4LLYaEUMITERaFFEei NCEP]GEMX]ITJrw.IW14,116 BEFOREU5E Cede difor—.Mn MlekAcwxack.n RLde.9rhbsed aYYUWnps<errele,SfMwn unlhlorm Yu11Ww1[vlWpcdnfPRwnL rot R trim xyak�n.Bdde ue,as de9p Oegyrsf rrxal vemN nlw[gY.NIN d doxy psamelers axl gcp.rN eR^MOIe Ma Oe W n trio Ila ovadl I rBk WbVdaLL9n Wul'glrvAculeOhbpe�enldl�lMdYYRhe/10Mwebaxl/ortivdmWlY�aauM.P6iYRd MnMrW m]�rrManl baclN hW/oyare44dMaktlMagbpevanl�wllhW�eCe00rRtNryagpCWrNOan Je.fa QGWdPm�ra9od\'lM Waf VaMeEM.Rtl. MMcaMayyypae.03Yygy.grgclknagry¢rpolnmebmrinsSpRnLL.reeAXWM10uWIr GXerG.UMi9 uMK'WNM9O4NVnnr4 Ter,pe.FL 3]ma SdMy IrMmmlon a+Jktle ado lnalkrle MMOe.RIB N Lee5M1ee49JN312 NemRM VP IIJII. Jab Truss T.Type fly NY `ArneNesle T9094548'. 1M]3TO FG07 FLOOR 1 ?- Job016Mirra f blaftall Suild'mp Component Suppty, Jecksomnlla,FI32268 BAIDSAp20 z0 pl-hSyPM NDgCCm. Wal Jul 2014:39A I2016 M?ayegel ID:wWNNt912pLODOP 162 u kCpp-bSyPdc_NDp�ee5N2L8k0tOSAlIDxGIYka'MyweTw 56B foam 1I lua 138 lase sse 4a9 ulna a-ae 4ae swe-taaT all 4,5- M- 3E 11 zea II 4E= 44- 2 ws= 2 3 4 6 ] j 13 12 11 10 9 8 3a 4x8=4,6= 41 THO B 2 s38 1x00 n-t,b 1624) zo SO 535 s$8 1-1nB 6S0 4a 8 Plata OpeaNIXVI- 119-2-402-011120-2-402-01 LOADING Pit) SPACING 2-0-0 CSL DEFL. In Doc) VdeB W PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.40 VeN(LL) -0.1411-12 >999 360 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vergri -0.2111-12 >999 240 BCLL 0.0 Rep Straee lhcr NO WB 0.81 HoaRL) 0.02 8 We Na BCDL &0 Code FBC2014PrPI2007 MNrix-MS Weight 2390 FT=209: LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural abused something directly applied or&0-0 qc purkrs. BOT CHORD 2x6 SP No.2 except and ve idde WEBS 2M SP N0.3 BOTCHORD Rigid ceiling directly applied or l0-00 oc binding. REACTIONS. (INdiza) 14=1501M-38,8= Mlgvlschanical FORCES. (Ib)-Melo Com,Max.Ten. All lorcea2W(Ib)orises except wfien slpvm. TOP CHORD 1-14=1431M,1-2=3315/0,2-4-347,V0.4-5=-3474Aq 58=-347".&7=-2180M,]8=-2239/0 BOT CHORD 11-12 13315,10-11-434]4,9-10=021110 WEBS 1-12=43 41 8,2-12-621M,2-11=-284K$89,5-10-34&U,8-10=-Q 492,6,9=104110,79=02558 NOTES 1)2-ply truss to be connected together With 10d(0.131'xn refile as follows: Tap chords connected as follows:2x4-1 mw at 0-9-00a Botlan chords connected as follows:2f 16-2 cows staggered at 09 0 M. Wags connected as follows:20-1 row at 09-0 OC. 2)NI loads ars considered equally applied to all Pima.except If noted as Vont(F)or back(B)face In the LOAD CASE(S)section.Pty to ply connectors have been provided to distribute only loads noted as(F)or(B),unless refuse a indicted. 3)Unbalanced floor live was have been considered Ior Mrs design. 4)The Fabrication Tolerance at joint 3=20Ye,joint 13=2C 5)Refer to girders)lar Vuse to times connections. 6)Recommend 2x6 str0ngbacks,on edge,spaced at 10U0 do and fastened to each truss sign 3 1M(0.131-X 31 nails. Strongbacks to be stmoned to wells W 111&r outer ends or resterned by other means. 7)Use USP THD28-2(With Had hold into Glumr&10d malls Into Truss)or equivalent M 5-58 from the left and to connect truss(es)to be"lace of bottom chord. 8)Fill 01 no Isles Mo.hedger ie in contact with mines, LOAD CASE(S) Standard 1)Dead a Floor Live(belanaell Lumber Increase=lAQ Plate Increaae=1.00 UNfant Loads(go Ver,1-7=-100,814=-10 Concenlin led Loads gb) Var,7=-1052 12=-SVE) a'r—onWnhen.rA enfeEla NOIEE PY rXSIHm NCLWEm MIIExaEFEPIMCE FIOEMR]OAm.nIWYMISBEFOaEYSE. �j,Wltl Inure tttly Mn MlekTcwvwcrors.IM W SP,t LmdaYY u[�+n M1narrelars Yawn.W krw m KAW4Y Wtlbp<cm[^+d+n1.ml UIds,des W1aem.IMWWr,p.rxNmu Miof1'e gLilcSAnaly0ndAeriomelertaggoni lricwWalexMaAdnblulheoveiat lWrq d.,bn ®«tgxgtale]6b PeVM1[UcklrgoltMA2 JLmweaaxl/ucldtlmMb qPy.MOlbitl lemMWa'A larmKMdaCYp M W xdwuya re[rla0(wPMllymtllo pevenl cagxewllhpcQHPw1GYJ Mryud pc«rrYdmn�e.rwperrertl pwbFe rep�depxp BM4 rcpbolyn Aga9n UBFpry,recon aN doyp al LrmeawW OW ryllPrn.uGMl/IPII CWIy CMwC.We-ePOk LCH WINn9CwnWrienl 8%a PaM1e EM . 9dely IrYamollM Ttk1Ye Ranlrim Hob IrWllule.Rle N.Lee SReel Su1b 311,ObvaNkl.VR22]19. Targe.FL 53610 Job Tmea Truss Type Oy Pry Anastasia T9O90.549 f04]8T0 FG06 FLOOR 1 Z Job Reference I thasil1 Bolding CompolwM Soppy. Jeclmornille,R392E6 &0103 Apn202018MITekl 1_K3s. HwMNIEJW2014:38:a320Py3,v81 ID:vnU4Mll?RPLODOPCdaDvkCp?-Ae W ory_?_K3coBHwIMHJJpNV4HJPWCUPY3yw8Tv 1-48 5Yd 8-0d 1080 1&Bd 1-&B 350 3&B 1940 638 Sails, I 28 3Eg- ba II 2s411 Bpuel 2 3 4 5 6 ] 13 12 it 10 8 8 '64 II Tall 45= 2M 1dd Std 874 148E 16-0-0 1dd 350 9.A 1-148 838 LDppNG(psi) ACING- 2-00 CSI. DEAL In poo) Utlefl W PlATEB GRIP TOLL 40.0 Plate Grp DOL t07 TC 0.51 Ver(LL1 -0.OB 11 >1N0 380 MT20 244H90 TWL 10.0 L.Im DOL 1.07 BC 0.39 Ver(TL) -0.10 11 >8e9 240 BOLL 0.0 Rep Stress Igor NO WB 0.49 Ha2(TL) 0.01 8 We Na BCDL 50 Cole FBC201, rP1207] M cox-MS Weight OV lb fT=20% LUNBER- BRACING- TOPCHORD 2x4 SP Ni TOPCHORD Structural wood sheaRing OireNy applied or&0-0co purlds, OT BCHORD 2x0 SP No.2 e.W end verlcas. WEBS 20 SP Ni BOTCHORD Rigid call,directly aWiletl or 10-00 oc bracing. REACTIONS. (Ib'slaid 14=14341038,8=201SrVechanica FORCES. (Ib)-Mex.CompJMax.Tan.-All fomes250(to)crime except wfenshown. TOP CHORD 1-14=938W0,1-2=-112519,24-207 .4-5=-2WW0,5E=-207=,6-]=20]070,]-8-1981/0 BOTCHORD 12-13 /1125,11-12=02075,1&11=0/2070 WEBS 1-13=Wl M3,2-13=]5]N,2-12=011014,4-12-43 .4-11=-248/33,6-10=5831,7-10=d2W8 NOTES 112-plytmsstobsconne00 togetherwith1W(0.131"x3')nalsasfollows: Top chords oconsoled es lollowa:2x4-1 row at 0-9 00c. Bottom chords commided as fdlaws:2x8-2 mwa staggered e1 O9-0 M. Webs connected as follows:2.4-t row at 0 9-0 oc. 2)NI trade are ognaideretl equally appiietl to ell plies, split noted as front(17 01 back(B)lace In the LOAD CASE(S)seo8on.Ply to My connections have been provided to distribute only loads noted as(F1 or(B),unless o helwise Indicated. 3)Unba Waved floor live Ioatls fame been conal lered for this design. 4)NI plates era 4x5 NJ unless otherwise IIMlcated. 5)The Fabrication Tolerance at loin 3=20%,join 9=20% 6)Raer to glrceds)lot Mom to Voss connections. n Recommend�Srongbacks too be arttachheed to vallcks.on e a Iter ouleaea ss ot 10 rco ars,frefened i harbored by oMarmeans.each �vAflt 310tl(0.131'X 3')galls. 8)Use USP THD28-2(With 1 G nails Into Girder&10d nails Into Truss)or equivalent at 1-9d from the lett add to connect tmss(ee)to Vold face 0f bottom chord. 9)Hit all nal holes mom hanger Is in contact With lumber. LOAD CASE(S) Standard 1)Dead+•Floor Live(baanced):Lumber anorm a=t Ab,Plele Increase=1.00 Uniform Load.(aq Vert 17=-103.994=-10 Concentrated Loads gb) Vert:]=105213=-584(1) Q W4wMWa YxXy4rwngnnwlm+n4 eEJiUNOrta OX 1MR]XOW[LUOEU XIIEN aEFEMXCE IPOE M0.1O]m.desadd a aEFUBE USE. coamvWlosser.vinogrea —for,lNadalP�kbxatl wwY upm paorelm Lwwn wJklamfeMNaxE dw�lYV cu tevWal M>f9Man.�IqB ua.aw U3Jnq 6MYa*gMImIhIre4S4udMlnadefU�IwTielersagrs w'sly NuceMaa Udm IrlpdWkT.ea'wpBYYeledklDpavenldcwygalMNkkd a�wmmdlW awdmemm erN MMW_MlemlxaW mdPaln�ax�Wedmrp 4R.vTT•ngwetlb]P'linagbPeuenicop(V WIfP��x41MxYadpOFWlYdomge.fa pe�netlBWvicemore'drN�dN tae 6Po4PoNEW etl. 1Mlcaryyv WxWe.tlWay.aecMnWdaside,2811.mearmar M1A�6fee/N9/Ml Cudh ClBMb.WBN0q KS BUMn9CunWaaal Teirya.FL 8aSt0 2lWylNpmdon V.HWe kan Nm PolalNbM.R18 N.lee Slreel.9Jb31L NevaY]I3 VRY1J14. Job Taxa Trues Type Ory My Anastasia TBOB4550 1Np73TO FEW Flet Gender f 2 I�Job Reference bonalI Soltling Oompmwd 5uppry, Jad¢Dnvllle,A 90668.010 S Apr 202016 Rwkln-u ....... ,I Wed Jd I4:3B 6Pao ID:wWJ Nt?2pLOWPCdeDCA P7.1M l?dllS.O UUTOcpp6CL1Cpg i.a4Wyw6Tu S2-t2 16F12 16092 202'6 52-12 SSO SSO 41-12 Sul.=t:3el2 as- ass= 36= w 46= 4id- 1 2 13 9 414 5 B T nn 1 12 15 16 11 1] 18 18 10 B 20 0 7II 'd4 II NAILED NAILED 46= NAILED NAILED 4PIO- M= NAMED d5= NAILED 1WLED NAILED NAILED NAILED 52-12 1P]-12 16612 2A2-B 52-12 fisc iso at-+2 LOADING g sD SPACING 2-OD CSI. DER In (lost gUell W PLATES GRIP TCL. 40.0 Plate Grp DOL 1.00 TO 1.00 Ven(LL) -0.03 610 >999 2w W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC C36 Ved(TL) -0.09 610 >999 160 BCL- 0.0 ' Rep Stas.Inor NO WB 0.71 Hor2QL) -0.01 8 Na Na BCDL 50 Code FBC2014 nfifi0] Maute-MS Weight 2081b FF=20% LUMBER- BRACING' TOPCHORD Exp SP N0.1 TOPCHORD ShucWrel wmtl ahealNng Uiracfiyapplled or 6-0-0w purlins, BOT CHORD 2x4 SP all answer and verlioals. WEBS 2x4 SP N0.3 BOTCHORD Rigid coulg diracdy appiled ore 0.0 cc brbclg. REACTIONS. All besomgs Mechanical except Qtdeftftg =0.3-8,8=03-8. (IO)- Max UPlh All uplift 100 MO,Iwa atjoinge7 Max Gmv All macXon52WIborlessetlolnt(s)O=eptl2=523(LC 1),7=269(-01),11=3699(LC 1t,8=3588(LC 1) FORCES. (Ib)-Mex.ConP/Max.Ten. Allforces250pir)orbasexttptwlwnshoxn. TOPCHORD 1-12-430110,1-2=W583,24=414]/0,4-5=-214]N,"E dist BOT CHORD 10.11=-58300,8-10=65LU WEBS 1-11=-]83rd,2-11=296290,2-10=0/2918,4-10=-1]52N,S10=Wgn 58=2817N, "=-]91N NOTES 1)2-ply lass to W connected together WO IOtl(0.131'x3')nails as idiom Top chords connected as follows:2x4-1 Now At 01x. Bottom chards connected a.follows:20-1 mw el 0.9-0 oc. Webs co meresd as follows:2xp-+ row .at 0-8 0 mc. 2)All loads are considered equally applied to all piles,axmil l If noted as Isom(F)or beck(B)lace In the LOAD CASE(S)section.Ply to ply connections have bean proWded to distribute only loads noted as(F)or(B),unless otherwise Indicated. 3)Wind ASCE 7-10;VUIF_1 Wro h(3second guilt Va bl=101 mph;TCDL_5Dps1;BCDL=30ps1;h=25h:B-1511;L44q wave=41t Cat. Il;Exp B;End.,GCpi-=0.18;MW FRS(direcllonab:Lumber DOL-1 Ed plate gdp DOL=1 DO 4)PwIde adequate drainage to prevent water poMing. 5)This truss hes been designed for a 10.0 psi bottom chdrd fare Iowl nonconcuoent with any other Ilve loads. 6)'This lees has been designed for a Ire load of 20dpst on Me Amcor chord in at areas worse a rectangle 360 WI by 2-0-0wide will fit between the bodan Mood and any other members. 7)Refer to girders)for mass to truss connections. 8)Pmvide mechanical comadion(by others)of Imes to bearing plate capable of withstar Jing 100 m uplift at joint(.)]. 9)Load case(s)1,2,3,4,5,6,7,8,8.10,11,12.13,14,15,t6,P,16,19,20,21.22,23,24,25,26.27.28 hasmave been modlfiW. Refiring designer must review loads to angy that they are coned for the Intended use,of this Wes. 10)-NAILED'Indicates 3-10d(0.148'x3')or 312d(0.148'x3.25)trahn s.For more retells refer to MiTwk'.ST-TOENAIL Detall. LOAD CASE(S) Standard 1)Dead♦Roof Live(balancetl):Wmber Immame=1.00,Plate Increase=1.00 Uniform Low.(pig Ven:1-6=334,7-12=10 Concentrated Loads Qb) Ven:7=928(F)9=125(F)8=-125(F)15=-125(F)16=425(F)17-125(F)16=-125(F)18-125(F)20=125(F)21=-125(F) Q wdwAm xMy 4elpnOwwngw.mC PFIO NOTE90N 1We Ae/a MCLV0E0 M'IEXweFEa4N[a PAeEM14Anr.IMVRJI.B60IIE U.E A4n,Wltl la usewYY'NIIh MIieN§cmrwcKn.INsdeedur e.Myul h,,— lem0wwn'u ..mFJNtAUJ nowel.umpYnenr.ml 5�or. brae—mo tJWq debnel mWI vMN x¢[gMdAlly sdeLL3n(u<n,elmmxlwWenv Iliccll>'^deII45dsN,MIntoIre werti caapde:pn. Dafny.xAcaleO4lo q� IdICYJYq dYdM3lrx lllmwebad/a dp,l memisls wYY. Ma411u✓J lnl^P'>•W rxglnm,menidafy .awgal.wMedMskt4lh�xlbge IWIye x90 pcdMe cee.11a no,and Maporlb, nee. For 0mind do"Do"e"I died,the 9W V.b Ei 6W -M . (�ICnlgev Na�e.delNwY.erxXcnaMbu'IpolMvesl/✓JI—u'1emi rn+aAXWasIOre, alms o. ..9.ace BUMmpa nO Lsee 3110 ard,INp—I-a dMe.IIS IMre YaXmb.2m N.lee slreel.sM l l z,aermM¢vw'1131 a. Job Trl sa Truss Type Dry Ply Anastsela 909 60 10473T0 FGO9 Flat GlNer i 2 Jeb RNel . 0 tpll6l BU Ein9 COI1pGIPM Suppty, JeCksOnVi119,Fl32258 8.0105 Ap202m6MITek 7M 1; aDxld.Wee16G' WZ[sU4Wy9ex ID:wuJ4nN1712pLODOPCtle057kGp7dr4A21dtlIISwDxkUUTOcpp6Ct_1Cpg2ZISEx4Wyd.8tu LORD CR (S) Standard 2)Dead+0.75 Roof UVO(balanced):Lumber Increase-1.00,Plate Increassl.W Unifoan Loafs(pit) Ven:16=-294,7-12-10 Concenllaled Loads(ib) VOW,7=-113(F)9=109(F)8-1 W(F)15=-109(F)I -109(F)17-109fl10=109fl 19-1 o9(F)20-1 W(F)21=-1W(F) 3)Dead+Uninhabitade Aft W Ithoul Storage:Lumber Increase=125,Plate Increase=1.25 Uniform Loads(pit) Von: 7-12=-30 Concentrated Loads(ib) Vert:7-91(F)9=-79(FI B-A(F)1i-791F)16=-79(F)17=-A(F)18=-79(F)19=-79(F)20-791F)21=-79(F) 4)Dead+0.6 MFRS Wind(Poe.Inlaman Lel):L1lmber Increase=1.60,Plate Increase=l SO Unlioon Loafs(pit) Ven:1-14-74.6-14-09,7-12-6 Concentrated Loads(Ib) Vat:7=73(F)9=-M(F)B-76(F)15=76(F)16=76(F)17=76(F)18=M(F)19=76(F)20=76(F121=76(F) 5)Dead+0.6 MFRS Wind(Pos.Irltemal)Right:Lumber Ilwrease=l.W,Plate Ilwreass=1.60 Unllorm Loads(pltl Ver,1-13-89,6-13-74.7 12--6 Concentrated Loads(Ib) Ven:7=73(F)9=76(F)0=76(F)15=76(F)1846(F)17=76(F)18=76(F)19=76(F)20=76(F)21=76(F) 6)Dead+0.6 MFRS WhM(Neg.Internal)Left:Lumber Increase=l.W,Plata Increase=1.60 Unit.L88(L9(pit) Van:1@-1 W,7-12=-10 Cmcentrated Loads Ob) Vent 7=76(F)9==S0(F)8=WF)15=Ao(F)16 0(F)17=W(F)18=50(F)19=80(F)20=81)(F)21�80(F) 7)Dead+0.6 MFRS Wind(Neg.Intemall Right:Lumber Increase=lSo,Plate Increase=l.eo Undoml Loads(pit) Verb 16-1 W,7-12-10 COn.maded Loads(Ib) Ven:7=76(F)9-W(F)8=008 I1 0(FI 16=00(F)17=bJ(F)18=80(F)19=80(F)20=80(F)21=00(F) 8)Dead+0.6 MAY FRS WIrM(Pos.Internet)Ist ParaleL Lumbar Inaewsm160,Plate Increass=1.60 Uniform Loads(plf) Van:16=-92,7-12=6 Concentrated Loads(Ib) Ven:7=73M S=7s(F)8=76(F)15=76(F)16=76(F)17=76(F)18=76fl IA=-76(F)20=76(F)21=76(F) 9)Did+0.6 MFRS Wind(Pas.Intemse)2nd Parallel:Umber Increase=1.60,Plate Increase=1.60 UMlo0n Loans(pit) Val:1-6-113,7-12-6 ColwenthdW Load,gb) Vert:7=73(F)9=76(F)8=76(F)1546(F)16=76(F)Pd6(F)18=76(F)19=76(F)20=76(F)21=76(F) 10)Dead+0.6 MFRS Wind(Neg.IMemat)1st Parallel:Wmber Increase-1 60,Plate Increase-1,W Unilovn Wads(pit) Ven:16=180,7-12=10 Corwentratetl WeQs(ID) Van:7=M(F)9=80(F)8=83(F)15=W(F)16 Oft l7=6o(F)18�fl 19=80(F)20=W(F)21=W(F) 11)Dead,0.6 MW FRS Wird(Neg.Int emal)2nd Parallel:Lumber Ameaee=l.W,Plate Irlcrease=l W Uniform Loads(piq Ved:1 7-12=-10 Cancaarate l Loads(ib) Van:7=76(F)9=80(F)8=W(F)15=W(F)16A0(F)17=8q'F)18=80(F)19=80(F)20=W(F)21=80(F) 12)Dead:Wmber Incr 11.90,Plate Increars-1-W PA.met alb.W Unllornt Loads(pltl Vert 1-6-174,7 12-10 Corwenbaled Wads(Ib) Ver,7=4178 9=- 3fl 0-63(F)15=63(F)16 63K fl 17=63(F)10-63(F)19=63(FI 20=-63(F)21=63(F) 13)Dead+O]5 Roof UNA(bel.)+0.75(0.6 MFRS What(Neg.IM)Left):Lumber Increase=l W,Plate increase=l.W Unlfolm Loads(,R) Ven:16-298,7-12-ID C entrated Loads(Ib) Vele 7=49(F)9-59(F)8fl 15=53(F)16=53(F)17=53(F)1&33(F)19=53(F)20=W(F)21=W(F) 14)Dead+0.75 Rool Ultra(bal.)+0.75(0.6 MFRS Wind(Neg.Int)Right):Umber Irwrease=l ad,Plate Increase=1.60 VAR.Loads(Aft VGA:"=298.7-12=-10 Concentrated Loads(to) Ven:7719(F)8=53(F)ll- 3(F)15 (F)16=53(F)17�53(F)18=53(F)19d3(F)2o=53(F)21=53(F) 15)Dead+075 Pool UVB(bel.)+0.75(0.6 MFRS Wind(Neg.Intl 1st Parallel}Lumber Increase-1,60,Plate Increase=l.W Uniform Loads I}.tlf) Ven:i-6=-298,712=-10 DOrleennrated Loads(lb) Ved:7=4%R9=53(F)8=W(F)15=53(F)18=53(F)17=53(F)18d3(F)19=53(F)20.53(F)21=53(F) 16)Dead+075 Roof Lite(bel.)+0.75(0.6 MFRS Wind(Neg.Inn)And Parallel):Lumber Increara l.W,Plate Irereaee=1.60 Uniform Wads(pltl Ven:1-6=-298,712=-10 Concentrated Loads(Ib) Ven:7=491F)3-53(F)8=M(F)ISW(F)16=53(F)17=53(F)18=53(F)19=53(F)20=53(F)21=53(F) A weraWa i Vxay JVl4npnn---end R-0 Norse ON Tea RNs-LU-0-Ea a616-NCE PG GE as 71"m.1Otl.N015 aEFOPE VSE ��vaWJ lu use wJY MIh MIIUMW umredwi.Rh da0. GlwrxlaJYuµnpnwnaters Yawn.un061o,m Ir,vrival ddall,q m,np- t.,- Innsipbm.Wlamvb,irw LJ[Aw +n mm1 veMYllw gIAkKYM of W p'�t♦nelmsaA golzhy by IWote Inh,letl9nlniC IM owaAl ad'nu yi,. wawpalaoar.cramPeVa4a1ow1aananoanawweoaal.+emlamanes-:o�+r.P.wlvmalnmP+wedwrawreaaalre Welk' b h Mgireple0 bl5ktllNaN bPe�111 CGlgx xllhwFasud a4syadP�llY d�w�0.'e. for�reid9Walce repaIXq Tn klh.Mkn ylppy.tlaNary.ereclkn mJ tlacYpMhu�a a'dhWMiert1sea/,WNTI.1 .UMxb.Dead9 YA aCEI eYJiq Compo�wi T PULts6laNE. 4dwY IrYwmaXon wdkde hen lw Role Y¢tleile.11fl N.tee SM1eel,SJ@]11.Ne[axib.VAR?f11. hr,q,FL]3510 J.b T. T.Type Gly fly Maslasia T90,34550104]3T0 FG09 Flat GiNgr 1 2Job Reiererwe Ieodonall SuildinOCompmlen[Supply, Jack50rINIk,Fl32258 8.010aMr202018 MTeklnduadea,lw. Wetl JW 2014.99A92018 Pepe3 ID:w dNl?f2pLOMKdaDs p?ar4A l?dilSwDnUUTOyp6Ct 1CpgOsFnWyx6Tu LOM Cn [S) Standard 17)Reversal:Dead a 0.6 MFRS WIN(Pas.Internal)Ler:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert 1-14=-74,6-14-89,]-12=-e Concentrated Lo els OM Vert:7-112(F)9-110(F)8=110(F)15-110(F)16=110(F)17-110(F)18=110(F)19-110(F)20-110(F)21-110(F) 18)Roseland:Octad+0.6 MFRS Wind(POs.Intemal)Right:Lumber Imore0s41.69,Plate Increasa=1.60 Um9onn Loads(pit) Ve1L 1-13=-69,6P.L—]4,7-12=41 Concentrated Reds(Ib) Vet 7=-112(F)9-110(F)8=-11 D(F)15--110(F)16=-1 W(F)17=110(F)16=110(F)19—110(F)2 -1 IO(F)21-110(F) 19)Reversal:Dead+don MFRS W Ind(Nap.Internet)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loam(pN) Vert:1- --1 W.7-12=-10 Carwamrated Loads(lb) Vert:7=-110(F)a-1 Ori 8=-106(F)15=-1NIP)16=-108(F)1]=-1 W(F)18-108(F)I9=-106(F)20=-1 W(F)21—I W(F) 20)Revareal:Dead+0.6 MFRS Wind(Nap.Internal)Right:Lumber Inorease=L60,Plate Incraess1.60 Unitmm Loads(pit) Ven:i-B-18O,7-12=-10 Concentrated Loatls(b) Vert:7=-110(F)W-1 W(F)8=-1 W(F)15-1 W(F)16-108(F)17=-106(F)18=-1 W(F)19-1 W(F)20=-1 Ol 21=1 W(F) 21)Reversal:Dead+0 o MFRS Wind(Pos.Internet)Iat Parallel:Lumber Im,mmde=1.60,Plate Imomase=180 Uniform Loads(plo Ven:1-6-92,7-12--6 Concentrated!Loads(Ib) Ven:]=-112(F)9=-110(F)8-110(F)15=1 HI 16-110(F)17-110(F)16=11 OF)19-11 O(F)20=-110(F)21-110(F) 22)Reveni Dead+0.6 MFRS Wind(Pos.Inmmap 2nd Parallel:Wmber Increase=l 60,Plate Increase=l.60 UnInom Loam(pp Vert 1-6=-113,]-12=6 Concentrated Loam pb) Ven:7=-112(F)9=-110(F)8=-110(F)15=110(F)16-110(F)1]-110(F)16-110(F)19=-110(F)2D=-1 f O(F)21=-1 10(F) 23)Reversal:Dead+06 MFRS Wind(Na,IMe.an Rat Rental Lumber Incresse=1.W,Prete Increme=1.80 Uniform Loam gulf) Ven:1b=-180,]-12-10 Cmcent ated Loam(lb) Ven:7=-110(F)9=-f W(F)8-106(F)15—f W(F)16=-10i 17=-1 W(F)18=106(F)19-_-1 N(F)20=-1 W(F)21=-1058 24)Re ueeld:Dead+0.6 MFRS Wind(Nep.Internal)2nd Parallel:Lumber Increase-1.60,Plate Ino ssur 1.60 Uniform Loam gill Ven:1-6-180,]-12=-1D GOrwenlraled Loam Mn Ven:]=-110(F)9=1 W(F)8=-106(F)15=-1 W(F)16=-1011]=9061F)18=1 W(F)19=-106(F)2R-1 OG F)21—1 06F) 25)Reversal:Dead+0.75 Rool UVe(bel.)+0.]5(0.6 MFRS,Wird(Nep.MQ Lett):Lumbar Immase=1.60,Plate Increase=1.60 Uniform Loam(pit) Ven:1-6=-298,)-12=-10 Concentrated Loam(Ib) Ven:7=-134(F)9=-1301F)8=130(F)15=130(F)16=130(F)1]=-130(F)18=433(F)19=d30(F)20=130(F)21-130(F) 26)Reversal:Dead+0.75 Hoof Live hose.)+0.)5(0.6 MFRS Wind(Nep.Int)Right):Lumbar Increase=1.60,Plate Increase=1.60 Unit Loads(pli) Val:16 291 Cmento led Loam(Ib) Ven:7=-134(F)9-130(F)0=-130(F)15-1301F)16=-1301E)17=-IW(F)18-130(F)19=130(F)206-130(F)21=-130(F) 27)Reversal:Dead+0.n Roof Live(bel.)+0.]5(0.6 MFRS Wind(Nep.Int)Let Parallel):Lumber Increase=l 90,Plate 1morease=1.60 Uniform Loam(pit) Vert:1 6-298.7-12=10 Go wenlrated Loam(lb) Ven:7=-134(F)9-130(F)8=-130(F)1k-130(F718-130(F)1]=130(F)18=-130(F)191 20=-130(F)21=1MF) 28)Reversal:Dead+0,75 Roof Loge(bol.)+0.75(0.8 MFRS Wind(Neg.Ira)god Parallel):Lumber Increase=1.80,Plate Inorsase-1.60 Unita.Loam(pit) Ven:1-6=298,212--10 Concentrated Loam(Ib) Vert:]=134(F)9=-130(F)8=-130(F)15=130(F)18-130(F)17=-130(F)18=-130(F)19=-IW(F)20-130(F)21=-130(F) p IYNaNga-Vnlry EnlgnpxunpnaanONGa Na]EEWI IXS4Na M'LLUOEU M?EN flEEEaINCENUEMM1]Irene IOOYNISBEFONEUEE. paw Vdp Iw vzaYy Hln fA loh®emnecbn.Rh MNXl�kL'SzloNyrvq Waneieo9nw.W ora m h9uN.b IMeNlgoompawL rot ryslem.6elae nu.IM FxMby W6dH N,ui1 VeMy1M a{Ah t11N UId�9r paOrWlasuvJ pcp9rlY YKdp�rale atdeYgn Fio ttbovatll hone", T sm nn lura lel k In P��'errrFuM0n AOI.Ims B oudal'J .allrWrsuiY MtllMgllemP'aaYmtlFmntlrredn, rte• nclwwarwaeaw uuwmmelo pereal ccX�-¢MIm POMYe w`artl Mrvmawwerlyduruw. rM aaaartl aEbce rewwlre moa r.x.IlFeAeM. rmrrc nwr.unooe.anuerv.eracnorratiaarwam.rN.arralr�.Ynerr..�],rlwml wwNu.rapasagoa anlermnoearm=r.m r.�P.,a 3aslo BMIy IrEarmollm nWdYetan Inm RW aMMe.RIe N.lee Yaeel,91/a 312 NeFOeakl VR'P314. Job Tress T.Type Only PIY Presleaa 9P9 w1 IO 73TO FG10 FLOOR I 2r0 2016 6MRefianIT IIMMMll BWIdng COmpon&rl fiUPoN. decka0mnlle,Fl32258 3.010a Ppr202018MiTak IM?dllS. re. Wadjoso 16OX u:gpX!Ia018 Pagel ID:wrWdNl?2pLOD0PCtleDartCp?cr4A21?tlIISwDACUUTOcpp60X_rWprAZIaFi4Wyw9ru 339 3-59 1 3q- 224 II scale=1:163 THryffi 4 6 3 2.4 46= 3S0 320 LOADING(pat) SPACING 2-PO C51. DEFL In 0.) Vl all Ad PLATES GRIP TOLL 40.0 Plate Grlp DOL 1.W TC 0.19 Ven(LL) -0.03 34 x838 380 MT20 244/190 TOOL 10.0 Lumber DOL 1.00 B i0.95 Vet(TL) -0.04 34 >813 240 BCU_ 0.0 Rep Siress Inca NO W B 0.00 Har2(TL) 000 3 Na Na BCDL 5.0 Cotle FBC2014?P1200T Math.-MS Weight:45111 Fr=20% LUMBEW BRACING TOP CHORD all No.2 TOP CHORD StucWrel xrood sM1eatnng tllredly aRAied or 3-59w poditis, BOT CHORD 2x6 SP Nit except and variants. WEBS 20 SP No.3 BOTCHORD Rigid ceiling directly applied or 10 00 oc Omdrg. REACTIONS. (IElsl2e) 4=1155rMedranica,3=10MMechanlcal FORCER. (lb) Ni GompWax.Ten.-All forces 250(11 orlessexcept wtenslaivr. NOTES 1)2 ply truss to be wnneded toga her earth too(0131'x3')rolls ate rollover Top c1hords wnneded as rollmvs:pas-1 mw at 0 9-0 ot. BOItCT thords comadeal as IOIIOw5:2%6-2 ame staggered at 0-5-0 Oc. Webs corralled as toliowa:2X4 1 role at 09-0 pc. 2)All loads are wnsidered equally applied to all plies,except It noted as Iron(F)or back(B)face in the LOAD CASE($)section.Ply to ply connections have Ween provided to distill only loads noted as(F)or(8),unless otherMse Indlcated. 3)Refer to gladiate)for truss to truss connections. 4)Recommend 21t6 snongbacks,on edge,spaced at 10-0.0 a and fastened to each truss of 3-10d(0.131'X 3')nails. Stmngbad s to be Method to voile at their outer enls or matelned by other means. 5)Use USP THD26(With t6d nails Into Santa-&NASD Polls into Truss)or egrivelent at 1-7-4 Iran IM loll and to connect truss(a.)to beck lace of Lot chord. 6)FIII all nal holes where hanger b in contact with lumber. LOAD CASES) Standard 1)Dead a Floor Live(balanced):Lumber Increase=100,Plate Increase=100 Unllonn Loads(per) Von:1-2=-100,3i=-10 Colonnaded!ailed Lo pee(m) Veli:5=184,1 Alkakm N4 VWIy4Ypnpnamtlan eM aE40N0iEa ON lM64NO M[LUOEa M,TEYnEFEPGNCE P4 4Am.le0.Y10 na"b"vaNtl la ma M" xX ekDunredax lNatlabkpkMstloYYupm{rtiartrelert Nww.o - MWHwItN umrmrypWn wfaer�,rhe dYRpOeYOrn true VMNrr¢gyMc�llholtleskxrWmrelas mlIXN AY Yrcaryxore r eaweeaea ®ecnpnxmedale aarwrbWunw ar mxNm mrew�a.vera�n a��r.ay.rae�n remF v '"• �.am.r MIT@k- etlwpnreaeedraSA 1, bPev�lnkepi Wm a�MIryF✓M]w Yban<9e. kx{PywaEptlaurhene I,—nnnie kdknitvt ilaoae.elelNxrv.ae[:MnM+l balhgolmmasaM mm MrerN.reeAxt/1%I outllhenlxb.ofeM Wleet wutlnyeompan.m Sloe Fa Ma Eanbad . sawY InramUXan o..smle nark trwvlore wmnrre.zea x.tea sxaal.wore ala Ne.andmvP zzm4. iaaPa.a sero Job Trues Trim T," Ory pty AnasMsia TA1B1552'i 104]3T0 1701 FLOOR 4 1 20 DIBRehMiTe(inch ee Bla16Mg Cwrgment SuppN, Jacksonville,FI322b8 8.010 a AV JW2OPYC.JI 2016 WMPa9el IO:wuNdNIRI]13100PCdaDeACp64IeYGeOFWbert5J92AVM11N60P_YCJI_WxVlcyywBTt S?t2 ]d12 F 9b12 110-12 13nP12 +60-12 2a8d 62-12 2-2-0 2-2-0 22-0 2-2-0 22-0 4112 Su1.=1:31.z 36= w II 2W II aryuel 2 a 4 e a ] 14 +a 11 10 3 2.4 II am- 2N II Sz-02 ]J-1z B81z 1L0-02 1&10-+z 1&61z 'Mz-0 S2� 2 ?TO ??0 gap z-z-0 az-0 L1-iz LOADIHO(pd) SPACINGCSI. DEFT. In pa) Vdefl W PLATES GRIP TILL 90.0 Plele Gdp OOL 1.00 TC 0.]6 Ved(LL) -0.IXs 410 >999 380 MT20 246/190 TCDL 10.0 Lumber DOL 1.00 BC 0.2D VadIJL) -0.04 410 >999 240 BOLL 0.0 Rep SVa®Iltcr NO WB 0.39 HorE(TL) -0.00 9 No Na BCDL SO Cotle FBC2r114RP1200] MCOix-MS Weight 10210 FT=20% LUMBER- BRACING TOPCHORD 2xA SP IM2 TOPCHORD Stuclura wmd sheaNng directly applied m6-0O cc purlins, BOT CHORD 2x4 SP No.2 except and vemcals. WEBS 2 ,SP No.3 BOTOHORD Rigid ceiling directly applied or 6-00 oc loading. REACTIONS. All trammeled 36 except Ot,1engM)14=Mechanical,8=1VIechanical. (Il)- Mex Uplift All Will 1001borlessat(oinds)14 Max Gmv All reactions 2501b on less at jolm(s)14 except 8=1206(LC 11),12=1019(LC 11),9=105RLC 12) FORCES. (Ib)-Max.Comp.IMax.Ten. All fomes 250(Ib)orlessexcept abenshown. TOPCHORD 1-2=5255,2-4=-50&0,4-5=508/0,SB=506/0,6]�(J48,)-8=-1186U BOTCHORD 11-12=2555,10-11=/0506,9-10=3480 WEBS 1-12=32WO,2d2=-8 ,2-11- / 1p411=32 .5-10=33/0,6-10�1. 6-9=81W.79=-411/0 NOTES- 1)Unbalanced floor here loads have been considered for his design. 2)All plates ere 46 MT20 unless oMamnse'ddicated. 3)The Fabrication Tolerance at joint 3=20%,joint 13=20% 4)Rader to girmshd for tmw t0 trues connections. 5)Refer to girdar(a)for Fuss to truss connections. 6)Provide mechanical cotmectlon(by others)of Irma to bearing plate capable of WthslarMing 1001b uplim at jdN(s)14. 7)Recommend 2m s0ongbacks,on edge,spaced at 10 0-0 o,and ladened to each Imss widl 3-1 cd(0.131.X 3')nails. Slmngbacks to be attached to walls at Mar outer ends or restrained by other means. LOAD OASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.W,Plate lownease=1.00 Rod..Loafs(plo Ved:1-]=-100,3-14=40 Concerma sd Loads Ob) Vml]=1052 Asomai a Vxay Ge.'an yrmnnw MaHOMOIEa 4N TN154NO MCLYOEO MENaEFEflANCE F44ElARllAm.laOY[0159EPoNEVSE C.tl{F,rvMplw use only WT MIekW CwVNcids.Mstle9gr a 1xiaYaYY�Ann Wunelers Lawrt tMhW m bWbwl rJdrycanp"r-wnl.rot Insry6em.relde W4.1r'e aaerOaagxi.r nxel velN IIW aLlbmkNddaagr paanaraRU J aor�nY rrcmlL"'r-ale RiaOa�n Frulhewadl IxMMp tr,ewn ®affix Y:olYJbMpevaad oYrgdxMAWt11N6WebeMMcnwamemlmpiv.waknrra rernpawmdl.wmrarenr VmLg MITeK h mwgsra.ae4 wrnmxNa+eroprerremcalq.ewlnaommpeirora ry.raapawnv wnaw. nor e.mawaoK.r.r1sW 1ne mr;nlwrr.naaw.adNay.areoxmaalaacepotMm�.sadlmv Nnnmx.,.ANelmlr mlyemrlaw6avaa eeN wtl4F9C.niWrwnr mw F.b 3M N.4. 9a.ly IrxomgXM aVtJttle Iran IrulMle YUXMe,pie N.tee Slant SW631Y.NBvmiLl.VA'YY114. Teirya.FL Sole Joe T. Truro Type CRY ply Anam". - T90B4553' 10173TO FT02 BOOR 1 1 Jae 166,ce Iw enell Bul0ing Componeni SuppN, Jeckaonnlle,R32256 8O10sAaDm0 16 MITBx IrvJushimrWg AvMlf20t4:38:50WMcygBf ID:WWMNI]t2pL000PCde0sx 1C1 ]12 eYGe0FWeenr5J92Avnd11O.0(,NT]pi WEWCyyWBTt 4ttd! o-8-tz 11692 14.108 ' b1Y2 67-10 220 3992 Scale.1264 s,Prew dC :I YA 413= 141 2� 3 4 6 10 8 8 745 6 zw II 41s= sus= x.4 II Ln2 P 12 n-8-12 14106 Lit-2 49-10 2-2-0 3-1-12 LOMM(psR SPMNG- 24W CSI. DEFL In 11oc) Vden Ud PLATES GRIP TCU 40.0 Plate Grip DOL 1.00 TO 0.]9 VesM�LL) -0.16 &9 >999 360 MT20 244/190 TCDL 10.0 Weber DOL 1.00 BC 0.61 VeM1(TU 0.25 0-9 >6e7 240 BOLL 0.0 Rep Stress Ina NO WB Dm Hou(TL) 002 6 IVa We BCDL 6.0 Coda FBCID14/7P12007 Met11x�s Weighl:]e It, Ff=20% LUMBER, BRACING- TOPCHORD 2x4SPN0.2 TOP CHORD Structural Woad sharthing directlyapplied or 42-13 m padre, BOTCHORD 2x4SPNo .1 except and verlMsis. WEBS 2x4 SP No.3 BOTCHORD Rgitl ceiArg directly applied or 1P0.0oc bracing, Exempt 60-0oc bracing:6]. REACTIONS. gmsim) 10=16548Aechanical,6=602/Meclanical FORCES. (Ib)-Max.CaopJMax.Ter. Allfomes 250(Ib)or leas except when ahoxn. TOPCHORD 1-10=-183@0,1-2=140&M,23=11]]A),3-4=11 T//0,45=11]]N,SG=BTIN BOTCHORD &95/1406,78=0/11]] WEBS 1-95/14]9,29=-477N,2-8=33W120,47=397/.57=0/1437 NOTES 1)Unbalanced8omliveloadsnavebeanconsideredtarthisd gn. 2)Refer to girders)for truss to trues cone Flom. 3)Recommend 2x6 a rongEacxa,on edge,spacel at 10-0-0 oc and teetered to each trus9 With 3-IM(0.131X 31 renis. Stmngbacka to IN,attached to WNIe at Meir outer ends or resbained by other means. LOAD CASE(S) Standard 1)Dead♦Floor Uye(balanced):Lumber Vwrease=1.00.Plate kwrease=100 Uniform Loads(p8) Ven: 6-10=10 Concenlated Loads Or) Vert:1_1052 YWI FNM4-VnNytlWpn pxemHm enONFIDNOIEa CM YXIa IHO MCLYOEOWENaEfEPGXCEVP6F MR)0lnr.IMtl2016BEFOPE USE I � ..,ee,lu- nooNYVax,hY lexAcnliecein.Ra UeWlnk WeOCNYlpm pxanelen Ywwn.wJhlwmYtllJWldYrYVJ canµlunl.rot g0ta .q . ue.11'a dlllry tle�iia Inusl WIIyIM apAMdLN oldatl�p�anelemaM gcpaly Ylcwpolob REtlaYJIMo Xvr ovuell lrlptletlpn. BaJ'pYVJEaIe]kfoperenld Mp011gNJfxlnmweD0q/acMemem�aaly.dMlbl[B1amM Ya�FBlmuml4acY9 MiTek atival4laaW�MakdWYOVIb VBvellltdgv xMhroaF4e ItlxlcrMrt alpoSe.tlgolmGmawnYa�rym]PorI a eoet,nQraga, WNlidel O�W,INIVyyCane—en Y¢ti B 69WPaEa¢l evd SdMYlMw0.L.Ma. MRBLLh191bmVAII1J, ige 11 1u Job Trues T.Type city Ply Ansdatie 190945541 10473TO FT03 FLOOR I 1 1 _ Job Refs.haps lb bust b " Supply, Jacbbomille,R 32256 0010 S Am 016 MiTeb Ineduares ,Ills. Wed JU1 X M30:51 2M6 Pagel ID:wuJNNItIZpL0DOPCdaDsrkCpi-aDCwT_fuHWa-rPsouGevEIMmegHY_ICA1300yetse 450 0-)d1080 la" 6S0 42-0 1-160 630 Scale=1:28A s,sOal 2M 11 34 II 9&= 4x10= ,,tea= 2 3 4 5 6 1 1110 B 0W0 ) 2N4 It - as= l6= TA 11 46= 466 67b 1080 1688 486 42B 1400 63e Plate ONsats(XVF- D:EOOb038j.1&0380-2-01 LOADING(ped) SPACING 260 CSL DEFL In (Incl Utlell IM PLATES GRIP TCLL 40.0 Plate Glp DOL 1.00 TC 0.99 Veit LL) -0.14 411 settle 360 W20 2WI90 TCDL 10.0 Lumber DOL 1.00 BG 0.61 Ven(TL) -0.20 411 >966 240 BCLL 0.0 Rep Straea Incr NO WB 0.60 Horz(R) 0.02 ) We we BCDL 5.0 Code FBC2D1,e TP1M0) Matdx-MS Weight:8.51b FT=20°6 LUMBER- BRACING TOPCHORD 2w1SPN¢2'Exceptr TOPCHORD Stumps word sheathing dlautly applied or 2-544 oc purlins, S6:2x4 SP No.i except and vadlcals. BOT CHORD 2x4 SP Nat BOTCHORD Rigid ceiling cloudy applied or 10-0-0 oc bradog. WEBS 2x4 SP No.3 REACTIONS. (IDhil l 12�3-8,7=1960elylchanical FORCES. (Ib) Mex CompMlax.Tan.-All(orces250(Ib)orless except M.n brawn. TOPCHORD 142=437&b,1-2=-1500'0,2-3=16409,3<--1640&,4{-184N0,6-0=1921/0 BOTCHORD 411=0/1500,8-9=413 40 WEBS 1-11=0/1610,2-11=651N,2-9-0/566,48=-544/ ,"6 l83B NOTES- 1) OTES1)Unbalanced floor Ilve loads have been conslaered for this design. 2)The Fabrication Tolerance at loin(5=20%,joint 10=20% 3)Refer to glydega)for truss to truss connections. 4)Recommand 2x3 stimWit ac",on edge,spaced at 1080 m and faetened to each truss with 3-10d(0.131 X 3)Pass. Slron�ecka to be attached to wars at melt outer bode or restrained by other means. LOAD CASE(S) Standard 1)Dead a Floor Live(balart Lumber Increase-1.00,Plate Incrus tDD Uniform Loads b!) Van:1-6=100,7-12=-10 Concentrated Loatls(Ib) Vet:6=4052 0 w4m oisreseeve m,wNNwNNEboaoras ON rat INCLUDED Mrex blaE bCa PAWwu3433ms meeldur EEDbE USE. ' 1a3okin,s.Ica✓swVy W,MIeY®wwfeclme I13 etngln atrmd wYY upenpam,elwstirmi odh Ica mfeNkMf dWYy wnyurenl,ml Nme dem.&flab�.6¢WMry dafMm rtxnl valN aw4UkWlN oldsOai Dwwnelem W gWalY2cagx¢k Rh�Mfsrusam ssoul l em�'A,o, feampnawea afmato`weY��alwDwwlnnmle�rc�ffe`�'w�me`q�vaDea�ia w�rtefa�aam�we fe��°�,e n.,,:l,., MiTeK 1 ALtalbn.MwW3.OIre,Y.efecamm]la¢M'got,n,a.¢aglnmMlamuMld/RIIGwMCAxb.o9a.nag K9l wYAne Ca„ganYnl T14v FL O36fONtl 6dNxlMwmolbn metlie M1an lfmfM1e M11Ma.21BN.lee 5hae1.a4p312 Nexa Yll¢VNZ1314. a 1 Joe T. T.TypeOty Py 'AnaataBia spa s5 10473TO PoI P19pyback I i Reference(optional) 9Build,Build,Component Suppty, Jackxanalle,Fl32256 B.OtOSApr X 20Old aDCwT-IuH oV Wed Jul=0 Hl:512018 Pass I y"Ts ID:wW4tW19MpL0DePCAeDarkCpi-x1641 UHvieTF6cuO4uEBmomOHlBrCry?BOpwBTs 089 6H ' 8-2-I 42-0 � Sub=12]3 4x10= 6 4 a Tm1z 1J 10 2 h B $y 1 r � e d p 10 15 14 13 12 11 10 hI 11 1.1 mi LOADING(pet) SPACING 2-0-0 CSI. DEFL In V.) VW w PLATES GRIP MIT 20.0 Plate Grip DOL 1.25 TC 0.00 Ved(LL) Na - nm 909 hf120 24M190 TCDL 10.0 Limber DOL 1.25 Bc 0.08 Vad(R) Na Ne 999 SCLL 0.0Rep Stress In. VES WB 0.03 Horx(R) 0.00 9 Na We BCDL 10.0 Code FBC2014RPI2O07 Matrix-S Weight:70b FT-2M WMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Simtlurai wand sheathing dini applied orb oc purlins. BOTCHORD 2x4 SP No.2 BOT CHORD RigM.aiNrlg dira.Xy applied or 1000 ac bribill WEBS 2x4 SP ND.3 OTHERS 2x4 SP fill REACTIONS. All beadllgs 14-0-12. (Ib)- Mex Rom 1-79(LC 10) Max Uplift All uplift 100 lb or less of l l(s)16,10,15,14,12,11 Max G2v AIIreasllons2WlborlessatlDint(s)1,9,13,16,10,15,14,12,11 FORCES. ad-Max.Conp.Max.Ten. Allfomes2W(lb)orlessexceptawsWm. NOTES 1)UMelaleed tool live loads hens,been considered for this design. 2)Wind ASCE 7-10;VUIt=130mph(3aemrM gust)Vasd=101 mph;TCDL=5.OpM;WDL-=6b sft hii X;31145X;L=24ft;earri Cat. II;Em B:Enc1„GCpi=0.18;MFRS plumatlonag and G C ExbdoR2)1 4-3 to 4-2-1,Intehodl)a-2-1 to 8-2-1,Exfedm(2)0-2-1 to 11 2-1 zone;G0 for members and tomes&MW FRS for reactlons shoran;Lumber DOL=1.80 plate grip DOL=1.80 3)All plates are 2x4 MT20 unless amends.Ind.aled. 4)Gable requires continuous bottom chord bearing. 5)This truss has been centered for a 10.0 psi bol om cierd live load mrsoncunent Min any other Ilee loads. 6)-This taus fres been tlasigred for a Ilve load of 20Opt on the bottom chord in all areas where a rectangle 3-6-0tall by 2-0-0vdds x111 fit between Ne bottom.hood and any the,members, 7)Protide mechanical wrvewtion(by others)M truss to heading plate capable of wllhsianding 100 to uplift at joinl(S)16,10,16,14,12, 11. 8)See Standard Industry Plggyback Truss Connadlon DHae for Comection to base more as Wipi cable,or consult qurdi ied building designer, QWirees-VxIIy EWen M—ud m r0m some me me Aeb MOGned Mins REFIri Feel— IbAVtJIS onsese use MJgr v.Y'tl la trte wYy mit WV Nrl prnn(urenl.-1 �evNwn.aero<D iae,lrwwuy eeyne�n.er Venn me�lxrwArn arWynpuameleeub NLicw�ubnraeynrmonw a.ww r.anmyr. a«xNxmaraeelDP�R.Dru waaro�rr�Flewe,F,aweoa,ww�mDmemimr:Diy.Aaeww brrrwrmanevwrrx,wmler ns, MiTek kdway[regJedxv mi urObpmwnri.1. In W�MDofs�4MsesseaX. tcala PWTcerWerlp rlu WMkubLeass,useser, necMe m]IvacYgo2rvimatleen.sofarlan[WJcre VA MCwxb,WFBeaWMdl Wllnp CeRpamnl 11 EanaNtl. ly4ly Hpmyan awltlL M1an lnElM@MMxRe,21BN.1ea 51rae1,Sxb31241eruxM6 VA?]31 E. � ierrye,FL]360 Job Truss T.Type Cry Pty Meatede T9094656 Lb .PO2 PIGGYBACK 4 1 Job0l6Mkxu(I talwll BUIMiIIp Camponed Supply, JazkaondllF,Fl 92258 8.0106 Apr uWp?MiT I lKIW2Dglrc. Wed RS2 B7WBp5 8018 Pager ID:wWMINI?VyLODOPCEeOsskCpfill K1W2DgV4P52WwIRSMWIB)ro8p?RgSdM1ryweTr 62.1 H2 0 &2-1 62-0 5xS does deal 4 Tm12 1a alb II 12 2x4 II 3 5 14 2 B7 .4= to 9 8 3a= a4 ams u 164-1 ey1 Plate OXeeb(X.Y)- Ill-0.0116:0000001 LOADING(pall SPACING A0.0 CM. DEFL In (roc) Idefl Ud PLATES GRIP TCLL 20.0 Prete Grp DOL 1.25 TC 0.18 Ved(LL) 0.00 7 nor 120 W20 244/190 TGDL 10.0 Lumber DOL 125 BC 0.11 Varga) 0.00 7 M 120 BGLL 0.0 ' Pep Stress Ncr YES WB 0.07 Al 0.00 6 We Na BCOL 10.0 Cotls FBC201GTPI2007 Maltlx-S Weight 61 to FT=20% LUMBER- BRACING TOPCHORD 2x4SPNu2 TOPCHORD Structural Ymnd sheatNng directly appllel or 60.0 no tariffs. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid ceiling directly appfed or 160-0 oc bradng. OTHERS 2X4 SP No.3 REACTIONS. All beadings 14-712. (Ib) Max Harz 2=-92(LC 10) Mex Uplifl All uditt 1001b or less atj.lnt(.)2,6,10,8 Max Grav All reasons 2Wth or less at loings)2,B except 9=263(LC 1),10=342(L021).8=362(LC 22) FORCE& (Ib)-Max CompJMax.Ten.-All tomes 250(Ib)or less except Mien shown. WEBS 3-10=-260/144,58=-260/144 NOTES- 1)Unbelanoatl rad live loatls Have been cgris oared for the design. 2)Wind:ASCE 710;Vuit=l Wasph(3-second gust)Vaed=101mph;TCD1=5.0peq BCDL=S.OpsL h=25X;B�SfI;L44Iq eave=1tlp Cal. fi;Elgl B;End.,GCp16=0.18;MFRS diamiond)and GC Frei 0-3-11 to 33-11,Intedor(1l 3-3-11 to 8-2-1,Exledor(2)&2-1 to 11-2-1 mne:GC for membam and tomes 8 MFRS for reasons aftoml:Lumber DOL=1.60 plate gllp DOL-1.60 3)Doable requires cenunuous bottom chord Dearing. 4)This truss has been designed for a 10.0 psl Dogom chums live load nonconeurrent Nth any other live loads. 5)-The Huss has been designed for a live load of 20.0ps1 on the bollom chord In dl areas efl9m a rectangle&8-0pill by 2-0-0 Mde MII fit between Na bottom chord and any other members. 8)PmAde mechanical connection(by others)d blase to heeding plate capead9 of Withstanding 100 to uplift at foings)2,8,10,8. 7)See Standard Industry Piggyback Tmss Comedian Detail for Connection to base Inds as applicable,or wrong qud8ied building designer. QWGBMWO 'v'xaxox. ,--aa..eame on IHIS iHaWCLVOEa MIIEN aEFE .'.rm MR>IAne I.or BEFORE VSE noYan WM for-MY..11W®--rn na tle klmeel w'1YUWe Wo-1-1--ad k lw on...brAl omruwn1.wl ■._Y■ Irlm Mtem.aslwe ue,Ilia WRp deSawmiml vallNlM gXAba'JN of WxPl pwanelenadrscpcllYxmwPwale ONOWy1MOlc-oft Wtllg�dPrl.aaMlgMblletlalo lNw6d pu:Yllrew.KKNNIJ InmvmL md/M ctLxtlmant» MY.N,Jbl tlandg uump®malanlhrmm Mil a ewayL rewAed M YtlNlly wul to weYwn eoxm�Ymm l>'�+e Pww'+aM Mev ale RnPeIN d�nrpa. Iw eereM 914duwe reawaa9 me kdLVMn slwoae,aelNwy,ereclbnwN aMp ollnw-m1111manlemi sabUB/MI OxNY erXxb.oYd9 ogaCM WMgCwridxnl 5aoa Pa4le EW eY4. tdMy pYwmaXm aw1dY kan Irinsflola ImtlMa Rle N.lee Street Slle]IR.Ne[mAb VR2YJ1<. arol 11.1¢ Job Trac T.Type Ory Ry Anastasia T90B4557 104]3T0 T01 Half Hip Girder 1 1 li '. Jho Reference(IhdmMll Blxldng CamponNrt 6upply, Jeckwnwlle,FI W256 6.010 sApr2p2p1,'.WWhuMBpWslrc. Wed JM4TbT0 WglJC16 Paget ID:nuHrWl?QpLODOPCtleDsskCpAWWbu28pWyMi2f FjJSY_fH4TDTgeNgUCADHfm9Tq 2-715 640 ' 2]-05 Sul 114A 4n= yy= WALED 50 12 3 1 12 3 13 d 3A= 3r4- NAILED NAILED art II OL12 2-]-15 6D0 OL12 233 Sd-1 Plate Ousels MY) I1 0-0-064BL 11:61-1164-131 LOADING(peg SPACING- 2-60 M. DEFL In (lod) VdeO IM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO ON Vol 0.01 45 >99B 240 MT20 2"190 TGDL 10.0 LumberDOL 1.25 BC 0.09 VertQL) -0.01 4-S >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Hor2(TL) 0.00 4 Na Na BCDL 10.0 Cade FBC20LVTP12007 Matrix-MS Wdghb 27 Is FT=20% LUMBER- BRACING TOP Cil 2x4SPNo.2 TOPCHORD SVucWrel Ymotl sheathing directly applied or 660 oc padre, BUT CHORD 2x4SPNo.2 exoopt err veaides. WEBS 2x4 SP No.3 BOTGHORD Rigid calling directly applied or 100-O cc brado, WEDGE Left:2x4 SP No.3 REACTIONS. (MAl 4=214nAIechenioal,1=24Br0-33 Max Hoa 1=32(LC 8) Max Uplift 4=99(LG 5),1=37(LG 8) FORCES. (Id-Max Gamp�,Max.Ten.-AIIfoP 250(Ib)or Iessexceptwhenshown. NOTES- 1)UGJalanced roof live too&have been considered for this design. 2)Wind:ASCE 710;Vulw Minph(3 second guen Vesd=101mph;TCDL=S.OpsL BCDL=S.Opsf;6=25A;8-15M iJ.24R;eave=4R;Gat. 11;EV B;End.,GCp1=C10;MW FRS(directional);cantilever left exposed;porch lett a11d hard exposed;Wmber DOL-160 plate grip DOL=1.00 3)Provide adequate drainage io prevent".ponding. 4)This tops has been designed for a 10.0 last bottom chord live load nonconcunent Win any other live loads. 5)'This raps hes been designed fora live load of 20.0lasf on Me WHOM chord In all areas Wlere a radengle 3 6-0 telt by 2-0-0 ends x61111 borween the bodom chord and arty other members. 6)Rotor to girder(s)for buss to truss connections. 7)Provide madro d on conneGlon(by others)d rcusa to bearing plate ceiv de of vdthsterding 100Ill d loim(s)4,1. 8)'NAILED'Indicates 3104(0.148'x3')or 3-12d(0.148'x3.25')toe-nells.For more details refer In MiTek's ST-TOENAIL Derail. 9)In the LOAD CASES)sedicn,loads applied to the face d Me Muss are noted as front(F)or brick(B). LOAD CASE(S) Standard 1)Dead♦Root Uve(balanced):Lumber Increase=125.Pate Increase=1.25 Undone Loads(PB) Vert:t-2=60,2-3-60,4-6-20 Concentrated Loads(Ib) Ven:12=3(F)13=3(F) Anel e.Nrpy 4u'pn Pvanrxx MNFAa N01Ea PV 1Wa1MNLLUMD MIEx aF/F0.4NLE P40EN1ITi m.t4PHT69ROPE 1laE thesan 'Idfa-oc'.Ml1eA®cauiectrs.Rkd�6L�'ieYaYY�M rMrsarelers YwwlaW alamLUTNrJ MAtltgcar'Wrml.rwl 1romwdam aelweure.11a d4a4aa4grrer murrenlyfre vbw=minvolaagapa�aafarsaneRmanvd �le nsaaprrnfofre opal codapdeAsin. woccsj radafodeeen16w1lreolnmmam,awmaworaordmarom ora.Pnaaoridedoindaymdpermmcentict 9on"do atlwpre[xled ,och llYadlo pevenlcdgne..IrawMM.."">dereft ntLa. fwlrerreideJvtTcarryvMpll¢ l2Axlknealadll.aeclbn aM MOSpo 11.V. lnnryLemerae4HN/IPII vA QIIwb.OfBN vpBCL WWYgCaTpnMl T. PeMSE..1.M. 9dMY IrMnMm caddie trvn Inmflara WIIMa.]la N reB SPPa1.5Jle J12.PM�dxMi VP2PJI<. Tsapa.R 33610 Job Thas Trial TypeOry Ply ;Anastasia BO9 558 IOIT.iTO T02 RmlSpecial 8tructurel Gable 1 I Job 06MiTReference loo'matl Bulldkg Componsa Suppty, Jeduonville,FI 32256 0.01psApr 20 0PCda S,yCphekIMlremmIla:. W.d 016Page ID.vnBbdNli12pL000PCdaDs]kCpi_ot3573mag4DKCRHO nWIpF3.?PnUOjNexNjyw6Tp 6-1x Slti 1488 x9d 'V 1H-216PR _ ZJJ93 3?0-13 3SfO ' sect I Slop 1 I 6a wl.B z.o-B ---z.00 I afw Sole=1FB0 .m= 10 8 11 0 12 ].UO Fl2 j T 13 0 i i tI 16 4u m 4: 173 2 he III 0 x )� 42 _ 31 I3] 20 20 24 22 20 .1 � 32 20 25 21 Us A6 II da ,m JJ�� eau .41z !l SAWsheJFK sAM.� i¢ linin 1 Mi0.o IaW I no SIS 400 12WDM Plate 011sab lXVf- 1f1:D00.0081.119:01-12.0.1-BI LOAOING(pi SPACING 2-0O CSI. DEFL In Opp) VM W PUTES GRIP TCU20.0 Plate GNP DOL 1.25 TO 0.21 Vad(LL) 0.00 19 .999 240 NIT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC OM Vert(TL) -0.01 33 >999 180 BCLL 0.0 ' Rep Stress thcr YES WB 0.43 HOR(TL) -0.OB 19 Ne Ne BCDL 100 Coce FBC20141TP12007 Mame-MS Weight:1891E FT=20% LUMBER BRACING- TOP CHORD 2W SP Nat TOPCHORD Structural wood sheathing directly applied or 10-00 oc purlins, BOT CHORD 2W SP No.2 BOTCHOHD Rlgfd celling Nrediyapplled or 6o b2dlg. WEBS 2W SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bealllgs 8-2-9 except Ot-_Iengm)19__0.1-8,31=0-1-8,23-0.1-8,27=018,29=0.1-8,26A1-8 21--o 1 8. (Ib) Mae Hoa 41=-148(LC 10) Max Uplm All uplift t001b Ot less f l Ioint(s)19.M.3B,3Q V.39,40,41,23.27.M.25,21 MAGI. All reduction.2501E or Ieba at Idnt(S)19.35,35,30,31,3Q 37,39,40,23,27,29,25,21 except 41=271(LC18) FORCES. (Ib)-Marr.Canp./Mex.Ten.-All fome,250 OE)or lass meepivfiensnesel WEBS 41-42=-26OVIrD.2.42-_-als)A2 NOTES- 1) OTES1)Unbalanced roof live(Pace have been considered for Nis design. 2)Wird:ASCE 7-10;Vmt=Bumph(3 secontl gust)VasU-101 mph;TCDL=S Opsf;BCDL=5.OpM;1e25ft;B-15ft;L-25f1;a el Cat 11;Elm B;End.,GCpi=D.18,MW FRS(tllrectional)and C-C Extador(2)0 0 0 to 33-8,In erla(1)388 to 12-748,Eldemunt?)12-7-8 to 15-7-8zme;C-C for members and farces&MW FRS for reactions shown;Wunder DOI_1.60 plate grip 001.=1.80 3)Those designed for Wind loads in the plane of the tm6a only, For studs exposed to vend(normal to the face),see Standard Industry Gable End Details as applicable,or consult q latlfied billing designer as par ANSVTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated, 5)Gable studs spacod at 14-0 M. 6)This flues has been designed for a IOn par bottom prom live load norooncunenl elth any otrrer live loads. 7)'The truss has been Ueslglled for a live load of 20.0psf on the bottom chord In all areas there a rectangle 3 50 tall by 2-0-0wide Will lit be amen the bottom chord act any other members. 6)Provide medldnl al connection(by omem)of twes t0 dealing plate at johns)19,31,23.27.29.25,21. 9)Solid blocking Is required on both sides of the truss at)aint(sj,19. 10)Provde mechanical connection(by others)of truss to bearing plate capable b vAhmanding 1001E uplift at joinl(.)19,35,M.36, 37,39,40,41,23,27.29.25,21, Q WA6NWO v.,tlWynpefemNm anO..P Ad E c e.A..NCLOOEO Na...PdeE.m.la9tMI1ILNl1l Y.0 nt5tx�Wltllw uSe aYV'FIX IMIekA<oivicctuS.INa rleLnn kLva9,lwYYu{vnlwi'anelmi Muwn.oq Ylw VifgWd WeNgeompe2nl.rot mm.w«n.eel«N ue.IM bxlu tl«h0wi�nKl conn dna wucaaN m dedG,P�uaaelea tad wm«Iv n�p«nre 4w ore W n rho ire w«dl m �e[�Ffetl laBloa fewnrollw�M0.i llIlrYdwOs�A �WdeMp.RdpGe mWaJre IadICOW ilary9 tlHV«Y.«eCKnmyly 1p ollnWeiml«m iryl«rs,N,RN/IBII Gully Cnlxlo.BYd9 uq 0C9luMBConpwxnl assifta EM-d. 9R«ylNpinlpn rnM' M M1dn Lief Wle InXMe,210 N.Iee Sfted 91M 31201exm]b.VAY1314. IN,FL.1. Job Truss Trlas TrPa Ory Ply I Potable. 9g9 5 e 10G73T0 T03 MOWpiM 1 1 ' Job- ( at N) Building C0mp0rant 8upPyJadtwnvie,F32268 8.01OSAp 2016Muada Wad 0 :39:662016Pagel 1O: WNl?QpL0OPMDkCp?-S?RWL0LGxMMV04MN?P4DH]oM1HHAyxTo soa a ee ata s.e.p a. ii 2x4 11 ale'+53.7 2x4 i 3 4 Za0 1z tt as z 10 ass 87 1 1 2Wi h x.4It ass= as= 2Wi= lzaa wz nae soa I— le's16a� LOM M(paq SPACING 2-0-0 CSL OEFL In (roc) I rho PLATES GRIP TOLL 20.0 Plate GXp DOL 1.25 TC 0.39 Ved(LL) -0.03 89 >999 240 W2O 244/190 TCDL 10.0 Wmber DOL 1.25 BC 0.33 Verr(TL) -0.W B8 s999 180 BCLL 0.0 ' Rep Stress Icer YES WS 0.50 Horl 0.01 ] No Na SCDL 10.0 Gotle FBC2014?P12O0] MatmHUIS Weigh:911b FT=20% LUMBEI4 BRMING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood small directly applied or ff Ono purlins, BOTCHORD 2x4 SP No.2'ExcepY except end verticals. 37:2x4 SP No.3 BOTCHORD Rigid ceiling directly applled or 1000 oc brzdng, Except. WEBS 2x4 SP No.3 80O.bracing:6-7. REACTIONS. (IMsize) 9=159I0A-12,]=504/0-54 Max Horz 9=236(LC 12) Max/pin]=-14&LC 121 Max Gone 9=459(LC 1),]=515(LC 1]) FORCES. g1,) Max CompIMax.Ten.-All fomes250(Ib)Prudes exceptMen shown. TOP CHORD 1-2=X/0,14-JO&11 BOT CHORD 8-9=-28OI309,]�-134/361,36=-255/1]3 WEBS 2-]=-46]/172,1E=01257 NOTE6 1)Wind ASCE 7-10;Vult=130mpd(3ascond gust)Vasd=1O1mph;TCDL=5.Opst BCDI r- l;h=25ft;B=45q L=2411,eavo-411p Cal. II;EV S;End.,GCfF=018,MWFRS(dreCtonal)and CO Exteaor(2)01-12 to 31-12,intedor(1)31-121012-2-0 zone;end vertical 1611 elgmsegC-O for members and forces 8 MFRS for reactions shown;Lumber DM-1.60 plata grip DOL-1.60 2)This truss has been designed far a 10.0 psi boftom Mord live Iced noncorwuneM Will any other live load. 3)-This Imes has been designed lora live load of 2O0pst on the bottom chord In all areas were a rectangle 360 tall by 2-0-0 eitle Will III between the Whom chord and arty other members. 4)Provide mechanical connection(by olhem)of truss to boating plate capable of Withstanding 10011,uplift at)olnds)except Qidb) ]=148. Q w4wxm.v..nv e.tlpnP..nrtl.,.meauoxolab av rxs4xo wcuroao wrex xar4wAxwr4a4xo-�eno../aoYAlse9d@uae �WYJ la reea4Yx44r Mlk�6eauwciwx Rhe1mYT Q�M11w�Yrlpwl Wwmlers Cxrvm,wd klw m h9NJUY WtNpcdM'+r¢nt rot lam P`kn.Ixn...IlnbIWY)r�aaa'nvienlN Re gylc/tlllYof OeLLarpaanelersm]IxcµalytrcufbraR PBdkdi zM a»overdl IaMgdx¢r.Bockgx4ole0swlxamel[AtitlroaYrMNeYxFMWWaIe/a tlKKOmBm[e aN.Addr rouxuvria homun sin k• ktMPra]dreJ'M WLIYadlo PevenlcWgie u%1I>.�ePw®b eMxYudpaperrYtlnmge.Iw Perrok QWTcerdWtlrq R9 kBwvlbi.Gaope.dAa'aY.ashnaddWgol LrmesadMMlerrw weAXY/Ml Cuyh tMwh.0Nd9 aq%M NilI0 C40p40x01 aaWPurw Felisad MM1Iy IdumaXm wtlMAe Pan Irimflole YwMrW.fle X.lee sProL AAR312 NexuMb VA2 14. T,FL 99410 Job Truss----- - _ Thard Type ON Ry AnasreYa ID4]3TO TD4 abroad" 2 1 T90a458p Jab P1A MI rg(baseballstrie Blliltliag Component Supply, Ja ksanvllle,Fl32]56 9.OtOSPw202018 RWLK L8sn ftVO JJ2014:39:55Sale Past 1 IDwuNdNl?RpL000FCtle0adlCp?S.RPJL9OLBC4xcBtlrkV034MMUP5NORVR]MHHRywaTo ..a 15 a a i'2 _u 6aJ 8 J-0 yq= Bub=1:564 m= a4= a 3e4- 10 4=10 7 zw II g a, a se" 1 34 1 1$ e 2 41 6m= 2x4 it 4x10- a4 11 124e nnee I LOADING(psq SPACING 2-0O CSI. DEFI- In (I.) saefl Lb PlATEB GRIP TOLL 20.0 Plate Odp DOL 1.25 TG 0.46 Ve0(LL) -0.05 6] >990 240 N1120 2441190 TCDL 10.0 Llanber DOL 1.25 SC 031 VeY(TL) -0.11 6] >999 180 BCLL 0.0 ' Rap Stands Incr VES WB 0.52 Hor4(TL) -0.06 4 Na No BCDL 10.0 Code FBC2014 1`1200] Mail Wegn:93 lb FT=2OR LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Simdural eYotl sheadYng directly applied or 6OO«pursue, BOT CHORD 2x4 SP No.2-Excew' excerpt and veNcals. 58;N4 SP No.3 BOTCHORD Rod ceiling directly applletl er W"on been, WEBS 20 SP No.3 WEBS Web Bace:Length(membert 5-4-8(3-0); OTHERS 2x4 SP No.3 REACTIONS. lend e) 4=482Rr1addnlca1,8=dBM-58 Mex H.8=238(LC 12) Mex Uplift 4=-141(LC 12) Max Grav 4=550(LC 17).8-482(-C 1) FORCES. (lb)-Max.GCmpJMax.ren.-al brces 250I1bf or lase excew efien shown. TOPCHORD 1-2=3]9N,2-3=-51]/119,3-4=46]/219,1-8=329/1] BOTCHORD ]-8=2]&305 WEBS 2-7=433232,1-7- f 96.3-]=-251/863 NOTES 1)Wlnd:ASCE 7-10;V01=130mph(3 second gust)Vaad=101mph;TCDL=S.Opst BCDL=S.Opsf,,h=25tl;"5fI; --24ft;mewm Cat. 11;Elm 8;End.,GCw=0.18;MFRS Shoselinealf and C-C Eneddr(2)61-12 to 31-12,Inte0n(1)6f-f 2 tO 12-231oom end vedcat 101 elmossi C for members end form 8 MW FRS for reactions ancien;Lumber DOL-1.60 plate grip DOL-1.60 2)This truss has been designed lore 10.0 par neflono Man live load monwixturrent wlln any other INN leads. 3)'This truss has been designed for a five load d 20.0psf on the feature mon In all areae where a rectangle 3601¢11 by 2-0-0 Bide art lit hat Been the bot om chord ars any other members,With BCDL=1O.Opsf. 4)Refer to glrtlar(a)fol tmss to Maass connections. 5)Provide mechanical connedon(by offers)of dew to bea0ng plate capable of wifhsfsntlirg 100 lb uplift at founds)exrepf gt=1b) 4=141. Q 4oueese.Ves,N ,eoae—d READ NOES aN]N6 ANe saXeDab eme<AuEEeeI PAGE MIF]IPm.IOONtlIt eEFOPE VSE peersI WM....H.faboo xedai.ueeftn Is baadneiy ---i er Iw m s...c 1-1aw1 a.nomm.�laewe.Ma dYlpdeY}re�nxM vain law WM/MIN GIJaVj�lxymleiers and aepe�IV LIcuF'7-ate Nwd%y�lnfo n¢oVel[y lylOgOeear, 9«Ypleleolerll:iowe'/en11HM]roalMMAtfnww«m]lacrxxammmnu Wv.E�dM"eElompawab'me+enia¢Pb M ek' reQJMIn teve, bpeVenl ,ro� iHalpxLLMI eemiIEYm]ml IVd�Gte. ra d-frsd Phut adds 1a9nre kbM airs ifao3¢tl9hay aecblaM dacxp NMR¢ree,shotM.sf2.eeANY/IPII OWMCIIIxb.Wad9ap aC9l WMMaGamWlwnl bae<VeIL EMPxtl. EWIy Irlam�Won aNacb pan lam Fkae MIMx.}Ia N.4a Slreel,9Ele 31'!.NemMh VRY1J14. Telrya.FL 33810 Job Truax Tues Type Day as Ply Antada T909,1561 call TOS Far Giller 1 1 ". 'Job Reference bptpnal) Buldirg Comporwnt Share, Jacksonvilb,FI92268 8.010 s Apr 202016 MITeklMlslnes,Ind. Wad Jul201 a:39.562016 Paget ID:vnWRN1 tZbUODOPC&DudkCp't-x89pWhNBRI DZ OROF01vYYO WpXaMRO99cy"Tn 9 311J >908 0.-0 S11J 31H 9Ne 14= NIP= S Ia l:49.7 2 3 1 &V I BT 6 5 a 2M 11 .y°_ 6x9_ Jul yd II Nb24 1-008 2JA 3114 ]-0OB 1-1OdO--Pt-0DD 311J Pladercranal I ' 30 301 LOADING W SPACING 2-00 CSI. DEFL In 0.) ruled tM PLATES GRIP MILL 20.0 Plate Grip DOL 1.25 TO 0.40 Vill 6.05 45 -888 240 MT20 244/190 TCDL MO Lnnber DOL 1.25 BC 1.W Veal 6.12 45 -557 180 BCLL 0.0 ' Rap Stress Ina NO W B 0.66 Ho2(TL) 0.00 4 We we BCDL 10.0 Code FBC20147P12007 Mabix-MS Might:981b FT=20% LUMBER- BRACING, TOP CHORD 2M SP No.2 TOPCHORD Structural Mal s0mahg dlrearyapplied m8-O600 purllre. BOTCHORD 2x4 SP NO.2 exoapleM vers ala. WEBS 2x4 SP No.3'Except' BOTCHORD Rlgld ceiling direcllyapplied. 2-6:2x8 SP NO.2 REACTIONS. (Wei2e) 4=563M1echanlcal,6=1157th-58 Max Uplift a-219(LC 5),6-MILD 4) Mex Grey 4=568(LD 1),6=1182dD 26) FORCES. Gb) Mex Comp.Mbal Ten.-All fororlfiIb)orIma exceptwfaen shown. TOP CHORD 14b/318,3-4=347/166 WEBS 16=-402/426=853247,26=153887.3-5=-141298 NOTES 1)Wind:ASCE 7-10;Vut=f 30mph(3-second gust)Veld=101mpM1;TCDL=S Opsi:BCDL=S Opal;1n2511;B>a5ft;ll eftel Cat. 11;Exp B:Ental,GCpl-0.18;MFRS(dVealomg;cangbver letteapposed;Lumber DOL=1 60 plate grip DOI_1.6O 2)Provide adequale drainage to prevent water polling. 3)This buss has been da lgr ed for a 10.0 psi bottom cMN live Intl nonconcureart With any other live loads. 4)-This more has been designed for a live load of 20.0paf an Me bottom chON In all areas Mere a rearrge M 0 Led by 266 Wde WII fit beiwaen rile Whom MON end any Other members. 5)Relef to gbdefts)for muss to buss connections. e)Provide mechanical connexion(by Others)d mss to Deal plare capable of WihstaMing 10010 uplift atpint(s)except GWIO) 4¢19,6-213. 7)Use USP JUS24(With 10d nails into GINer3IOd mile Into Truss)or equivalent spaced at 2OO oc mm slaNrg at 40-12 from the left and to 6 0-12 to conned tussles)to beck face of bottom chard. 8)Fill all nail Mies where harem S In conted Win lumber. 9)In the LOAD CASES)section,loads applied to the face of Ne house we noted as from(F)or beck(B). LOAD CASES) St"ard 1)Dead a Roof Live(balanced):Lumber Increase=1.25,Plate bwrease=1.25 Unit.Loads(pin Ven:Imo{ ,4-8=20 Contaminated Loads Gb) Ven:e—210 5=J62(B)9-462(B) AkW4aXAM V�tlh CMpnpnimr OIEe PV iH154Na WCWOE VRGE FPE NS . R9yn vdkl rrvw�uYYe'Im MII nJa.]uax{nk4m)onlYa+onM Ih - 1 +I rMe0un, .eur Wv,cteryp qxw usr ValhlM ggkKlhof @ rc L II ry aoY WRq�33n. a�xigktllaaledab qe rdK.tlagolhvMMNlwwpaq/ cw ] xi�tl Y A JX nuY rvilw r ireni maCltl aotlwalS repleOMakdMagro Wevmlaalkpse wMrpcilde Pwrnee a9ayav]gasM�naF{o Adp...o9 re�'+atP�tl�x{ere IWn aon.'tl.val INecfil d¢tp of LrmsaIXglllmsytem;ae/,XWI%rWMlh etlrwp.Dae�a9aM KfI WIMInp CanpanxY ape PxbEYBW. Stlah IMwmcion o ulate Yom ImaRde loylum 2m N.L—elreet 91b n12 NOYm]Mr.Val1]11. Turyx,q a'M10 Jop True Tres Type Oly Ry Anastasia T009,1562 104)3TO TOB Flat Spoke, 1 + ' Job Refl lonell Builtling Component Supply, Jedammuille1132258 Wed l, 26 Page hD: W4N111IpLD0KcaDazkCp?-PNBk15stIT0SAUneXUBVRdncCc0u,GA0M2ywTm B 61bd 7-168 0.A 0114 311A Scale=1:422 a4= axe. 2W 1 2 B 8 B e )6 5 6 see 11 W 3W- 1-168 2+A f-16B 6-2 686 LOADING(psi 6PACING 2-60 CSI. DEFL 1n (Ind) am W PLATES amp TCLL 20.0 1I GdPOOL 1.25 TO 0.25 Ved(LL) -0.Oe 4-5 n999 240 W20 24x490 TCDL 10.0 Wr10er DOL 1.25 BC 0.31 VeU(TL) -0.09 45 s786 HIS BCU- 0.0 ' flap Sllesv kxx NO WB 0.27 H..(TL) -0.W 4 we we BCDL 10.0 Cotler FBC2....... ) MNOx-MS We1gM:74lb Ff=2096 LUMBER- BRACING- TOPCHORD 2W SP No.2 TOPCHORD Structural rood sheN0ing directly applied or]-10.8 cc purlins, BOT CHORD 2W SP No.2 except and varicah. WEBS 2x4 SP No.3 BOTOHORD Rfgld ceflid,drach,applied!or 6-0.0 oc bmdng. REACTIONS. (IWsim) 5 5A)58,4=142T1echanical Max Uplift 5=459(LC 4),4=83(LC 1)) Max Door 5_�O5(LC 1),4=212(LC 14) FORCES. (N)-Was.Cwnp.Max.Ten.-All forces 250(10)or less except Men shorn. WEBS 2-5=28]1122 NOTES 1)WMd ASCE)-10;Vul=l3 mph(3-second gust)Vmd=101mph;TCDL=S.Opsf,BGDL=S.opsl;h=25X;B- 5 ;L 4f;a dox=4f[Cet. 11;EIS B;End.,GCpi=0.18;MW FRS(directional);wntllever left exposed;Lumber DOL_1.60 plate gdp DOL=1.60 2)Provide ed,u.t.drainage to prevent water ponding. 3)This dues has bean designed for a 10.0 pat Whom choral Ilya load nonconcurrent with any other live local, 4)-This Imes has been desugned for a live load of 20.Opsf on the bottom chord in all areas vehare a rectangle 380 fall by 2-0-0 Woe Wit fit beMaed the Whom chord add any other members,a th BCDL=1upped. 5)Refer to threads)for hues to thes connection. 6)Protide mechanlcei cannecllon(by oband of trues to bearing plate capal,le of mtMtmdilg 100It,uplift at jolnt(e)4 except Q1=Ib) 5=159. ))Halgerbd or other connection device(s)shelf pa provided suftictent to support concentrated loatl(s)135 lb doxT add 4910 up at 0.1-e on bosom MGM. The deslgWse tion of such connection dOV Ce(s)R the res ibiliry d othem. LOADCASE(S) SrendaN 1)Dead a Roof Live(balanced);Wmber Increase-1.25,Plate Increase=1.25 Uniform Loads hul) Ver:I1 -60,4-]-20 Concentrated Loads lith) Vel,)=-135 YW ITMMa-VM dWgnpn+ l,dRE DHOrE )NKPNOx'LLWEOM REIERJN NGEWMM4 .Ia9Na1FBFlORE VSE .ftuu xo In v<aNv ,.bunoanmuclws.IFE CeRy,kIxml<xYr Wmnexonalers Yiowv anUaMmhdN4�df4dVcanrw�enl.rot inu mleni.$alae un.OF Mltlp�Yr�mut vally nn tgYMatIIM DI��puunelen rtH I xa path bcaµxale M CttUn Mo Ra ovmdl Ir4bp may.am+ieew�rnMaenaevelRt.�kme Dlk�onam®wwma/�e�om meml�.onr.emw�ri+.M,Dewmecama�almm�p ek• BdwgS�epAetlM aMtlMmtl bgevaecdl¢Re wllh4*ueNa CdU'b Ixdyav]p©eRydmNpR. (d��d pldvice reDurYp Xn khtalbn patge.OdNay.aecMnatl[wigol mnM Wlmmryilema�a/ed/MI OWAIr CIMh6N4eaR1 aC9 aWlrq C4mpNMa WW PeN EmI NJ. S>telr MDmvla�W.fdlbtan Mm Pah LnrMe.218 N.Leeelreel,Sead12 Neemiq VAR22?ae14. isirye.FL A610 Job Trim Telae Type Oty Ply Aneateae T9094503 1o4mTO TW net Girar I I IJob Reference ftm-w) e Bulldllg Camporent8uppty, Jatisondlk.FI32256e I 1D:'edJ4dNN12pL0DUPCde1r.t D?P ZBk16e11TOBALOYV1JWRmTpMhPl kb5AOM204phri -0 d 3114 p 8 3114 3114 aisle=I 3A y = a II sew- 2 a i I ]a s 9x4 W4 4 2x4 II 1.108 21 7.108 Moe 0 2 584 LOADING U>eN SPACING- 2-0-0 CBh. DER. In (lac) Vdefl Ud PIATEB GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.26 V.gid-) -0.03 45 x999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 Be 0.29 Vert(R) -0.08 46 X823 100 BCLL 0.0 ' Rep Stress lmr NO WB 0.20 HcnkTL) -e0K 4 nue Na BGDL 10.0 Code FBCe01eTPI20W Metrix-MS Weight 66lb Fr=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural woad sheathing directly app9ed or]-10-8ed punine, BOT CHORD 2x4 SP No.2 except"vemcele. WEBS 2x4SPNo.3 BOTCHORD Rigid ceiling directly apt or 640 oc owing. REACTIONS. (IWsim) 5=817N5-0,4=13&Mechanlcal Max Uplift 5=-188(LO4),4=d4(LC I]) Max G.5=617 LC 1),4=191(LC 14) FORCES. (Ib)-Marc Com,d,Aax.Ten.-AR lomes2W(to)orless excep[epon shown. WEBS 1-5=-257/112,25=-2901132 NOTES 1)Wind:ASCE 7-10;VIA1=130mph(3-. m.d gust)Vasil=101mph;TCDL-S.0 f;BGDL- .9ps1;h=25f1;87150;11411;eeve=411;Cat. Ip EIS B;Encl.,GCDI=0.18;MFRS(dlrectlonal);cont leyer left expceed;Lumber DOL-1.W plate III DOL-1.W 2)ProNda adequate drainage to prevent abler pending. 3)This flues has been designed for a 10.0 par WBom choN live lead nonconcudent VAIN any other live leads. 4)'This Ides hes been designed fora IIVe Iced of 20.Opsf on the bottom chord In all areas Mere a rectangle 36-0 tall by 2-00 Mils MII ft harassed the bosom chord add any other members. 5)Refer to lMood.)for Ilse to Ism connedlans. 6)Provitla mechanical connection(by others)of trues to bearing plate Capade of withstanding 10016 uplift et joint(.)4 except glib) 5=188. 7)Hangers)or other connection devices)shall Da prodded sufficient to support concentrated lmd(s)14311,doxn and!6816 up M -0e8 on bottom chord The deslgNseledion of such eonnedlon dedce(s)Is the respan nbllltyoh others. LOAD CASE(S) Standard 1)Dead♦Roof live(balanced):Warder Increase=1.25,Plate Increase-1.25 Unlfolm Loads(p h Ven:1-a,,60 4-7=20 Conconluded Loads(Ib) Ven:7=143 Q WARNwaVnp OWynpxmmvM1nentl REIa NOIEe PV]X9IRO IXCLVOEOFNERREFERINLE fI6EAp)O]ne 166YR015aEfORE UEd �� ceAg�Vdaw me d+vWn mlrlw�oddaa�d.InnaeAP�kt�m...ldurarod PrnmnelmilrF,.R.rMIi.I k.INxxw lxatllvJ�.�mwx�em.col olnoamm�.Bela�r.a¢6iAM1V tlawyxR mwlveilNlnecy(xtKtlN ullMtltlpn puenielers(rr1 q�+W4YldwadallNIX.'rUn Moll'awmdl IxAdp wsq.DmnplmlledawwR�la<em9 aura.4r+nn�weomaforaolammwmso�+v Aaall�n4lamedwm�pmdm.Rm amide MiTek' •M'/UM1�eplenlse sYbrary owsmpcdpa Win Wmd wcu. and mn Gesefily Id Bmatld ads, le�lAM nw asci Pa�ZL EatleM4. kill lkn vlptge.delNmy.meclbnmWAxackpolnmtm a'AOW N[ImniceMN9l/ryI1 CiMIMnINIr;a..'a>aM eCBI WYdn9CwnWnenl Tenes.FL a]a10 gyely yilpxldxs Xpnlnm idle FeWML 410 N.iw 5heBL SJ1ee12.NaM�aM.VA22J11. Job T. T.Type city ply Anadesla TWBYSBO IN73TO TOB Her ad. 1 1 Job Reference loo-Dealt Budding ComporeN Supply, JedmonWlle,R32256 nVpLo Apr20201BMIT%7l Nmeelrx. WJjh20 c.79 tEtpi Paget 10:wuNrlNl'ttZpL000PCAe0arkCp9h]LN6He901oNwCWs21M1LwEc]POIE1pIvn1Uyw8Tl L .B 3114 p A 3114 3-114 8cele•139.3 'ase— 2 3 1 I B 5 aro II 3xx 1-168 1 2 a.Seb. 1-108 6 IAADING(psi) SPACING 2-DO CSI. DER- in (la) Vital Vtl PLATES GRIP TCLL 20.0 PIeN GDp DOL 1.25 TC 0.26 Vat(LL) -0.03 43 >999 240 M@0 2H/190 TCDL 10.0 Weber DOL 125 RC 0.29 Ve0(IL) -0.C8 d8 x822 180 BOLL 0.0 ' Rep Stress lea NO WB 0.14 Hma(TL) -0.00 4 We Ne BODL 10.0 Code FBC2014/]P12007 Metrix-MS Won^561b FT=20% LOMSIZ BRACING TOP CHORD 2x4SPNo.2 TOPCHORD 9mcher wood sheathing dredly applied or]-108 Ad stains, BOT CHORD 2x4 SP No.2 except ante verticals. WEBS 2x4 SP W3 BOTCHORD Rigid calling directly applled or 600 od adding. REACTIONS. (ILVslsa) 5=59695&4=145Mechanlcal Max Uplift 5=-1]1(LC 4),4=-82(LC 1]) Max Gray 5=596(-C 1),4=186(LC 14) FORCES. (Ib)-Max Comp.Mhx.Ten. All tortes 250(to)or less except when shown. WEBS 2-5=292/131. NOTES t)Wind,ASCE 7-10;VIB6130mph(3,amdpU gust)Vaad=10lmp1,;TCDtf-5.0pai;BCOL-=6ow;R2511;0=45ft;L2411;eave=411L.Cat. 11;EW B;End.,GCa=0.18;MFRS(directional);darthavar left expeeed;Lumber DOL=1.60 plate gOp DOL=1.60 2)This t e adhre been e n desIge t0 prevent wrier ponding. 3)This Dasbeann desigedfor a he par bottomchordliveload botnbn chord rent dna enydorI've tloads. ngle 4)•TM1h tntSS has been omch r fora Ian loth rof member an the bottom d1oN In ell areas wllefe d rectangle 3401x11 Dy 240 wide willlitbetween ma bottom cord enc any otter members. 5)Raleytomachan)for rms3 to ran connections. 6)PmNde mechanlwl connection(by otDeS)of truss to beaMg plate capable of wllDstentlirg t001b uplift at joint(s)4 except QWb) 5=1)1. ])HI-Solon other connection Thendavirs(s)ldtO be such ed connection Moosuppotlasmus restAded loeat one 1D down and 91b up at 41-8 an Dottom choN. The OesipNseledlon of such connection device(e)IS IDe rasponsiNliy Of ones. LOAD CASES) Standard 1)Deed a Roof LNe(balanced):Lumber Increase=1.25,Plate Increase=1.25 Unarm Laetls(pit) Vert 1-3=80,4 7=-20 Concentrated Loads Ob) Vert:7=-129 p IYPme,eal o.lpnPo++^r^r enEeEAO NOIF30H 9tl3 xNO.wCLUOEO MI(ExnEfEe<H[E YI6EW]<I!m.IaNYA15 BEFOPEUSE (�WIClu weaYYS'l1a MI1Md9canectwi 116tle=Y}�aCtlx+tlnNY Wxr fxxmielers Lvrvm.mtl4lormrv]IUNM'x MlMYq cm�pwmL mi �' I e�mom.eerw.uaIon wartyavlvwrmutve4NIna tlppcmxryo1a�p�wmwla.mtlwticenvnL.xrcrrnr tiederl rDlo Ireuvrdl wRgE9Wr.9a1'gYMCNetlaro Pe�IW NMga alabl exhffiwebmund Pm,vamacmudo. fonascr xIcmMW mars," nl[xw:YV MIT@�( nW/aYsrapletlW WIMNaMIow<venlcdlgTa wllD putltl La w✓J aearalres. fca (de.oe"sairese dr9Te SeoaF 1 E ra easy,hadeMllmoloes,loan nm mldsMa1u6%atl MUA*lemtfineXavm1 VWV314hark.WaAV T4 BGL auIAKYeorM>ml Ten IL 3YteNe 6dMy,INwmolbn a+tlelie Yen N6 PablmMOe.P19 N.Iea Slmel.aJK 31 R.Neirnxh VPYlfll -.... JOD Tfuss This Type CRY MY AneaNaa T80945a5'.,. tOQ3T0 TOB Rid Girder 1 1 johReforenceftiabodrift Building GdlIPMWM SOPPY, ime"onwIN,1132266 8.010 sApr202016 MITekIMlmNae lti. Wed JVI201439.592018 Pagel ID.WUJMNl?aPLOMPCdeD Cp?-Lmly9p jWOUVP412yDWx5pOTOL412PN'ay"Tk -d71" F ]10.8 610 &111 3-0P4 xl L svN 1h21I w= 19 _ 2 3 K- 7 e 4 w u s 3i° are= 1-188 1 7-104 1-1D8 62-2 I- LO (prig SPACING 2-Oa CSI. OEFL n gm) gtlefl W PLATER GRIP TGLL 20.0 PNte Grip DOL 1.25 TO 0.2] Ven(LL) -0.03 48 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Wolin) -0.OB 4b >020 100 BCLL 0.0 ' Rap Stress Incr NO W B 0.10 H.UL) -0.00 4 Ne Na BCDL 10.0 Code FBCML1 P1200] Metrix-MS Weight:5016 Fr=203: LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Simctural Wald shaming clrectly applied or]-10-8 Dc puffins, BOT CHORD 2x4SPNo.2 except did vediceis. WEBS 2x4 SP No.3 BOTCHORD Rlgld coker,dodbreppgatl or660oc brachy. REACTIONS. (IMsim) S-fi19N-SE.4=13MMachankal Max Uplift i7--1]9(10 4),4-B2(LC 17) Max Gmv 6=6191LC i),4 H90)LC 14) FORCES. (10)-Max Comp.RAex.Ten.-A111omes250(Ib)Orlessexceptetlenshown. WEBS 1-5=-285/118,2-5=31]/141 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TGDt .0psh BGDL=5.0pah h=25X;3=45R,L--24ft;aaW-1ft;Get. Il;Exp B;Eml.,30pib.1 B;MFRS(dlrectlmir):cantilever left exposed;Lumber D01=1.80 plata qui DOL,-1.80 2)Protide adequate drainage to prevent wrier pending, 3)The truss fres been designeb for a 111.0 psf bottom pbmd Ilve lead noncdmumint arm any other live luma. 4)-TNs two heir been tlesiglle l for a live load at 20.Opsf on the bottom chord In at areas where a romengle 360 NII by 2-0.0 ride Will fit beho e r the bottom chord and any ower members. 5)Refer to girder(s)for truss 10 imsa connections. 6)Provlde mecherm,al conformed(Dy others)of truss to bearing plate capable of witbsturding 1001D Uplift M j0intls)4 except gtAb) 5=1]9. T)Hdgods)or other comealoq d ,cels)shal be provided suglient to support concentrated loetl(s)1451D been and 6316 up at -0-1A on bottom G1oM. The boeigNselection of such correction device(s)Is the responsibility of ethers. LOAD CASE(S) Standard! 1)Dead s ROof Uva b elanced):Lumber Increase=1.25,Piste bmmase=125 Uniform Loads(p1U Van:1-3=-60,4J=-20 Concentrated Loads(Ib) Vert:]=-145 Y WINNMfiVxlly ESNpnprmm�mxlLNMeNOIE30N il0a AXa MGLVOEO MREx aEiENP NCEV44EMM)<)]m.faRY1016aEPoaEY3E. Co9m r�xp IorufewYy Nm MIIekP➢wmr✓dws.Ridr%In Nlrxtlonlyyxn dwrnmlc¢Artrcm.mtlh/w m MINWd WrYrp mnFemnn,ml olnmsyakxn aolwa m,Mx WIbIg W4Jdw nN¢I valN ldegggc IlN oftleV�lxxadalo¢wd popMy hcgnwob mttle6anlnlo Mn ovwtll dlldrg rYdT.BW p Y SCOIe�f aiu gevenl CucWlxl dlrclMYwl lwweb drvllw cMtl memCer wYY-Nd3lnxl iempway m3 nwmarenld¢r@ aclwaya ret}Ietl na ikdII1Yandbgevenicdlgee Wtt1paceGw[oml MwYaMpc9eM Vm�We. Iw.. g.rdiering. 4are kMalbn Mvtge.JdNery.aa[:b1[M bctllg olMmsaM Mi Mlad[.veMXWMIGg1Y CdIxIo.0Ad9ONaC51 luYJq CwnpoMni aaW PxY Exe BN4. team.ovrltlMa M1an 1nm Hole IrcIIMB fle N.1�SI1ee1.3Jle 31 R.Nexaxeb.VAY1311. ie�.FL 9Y10 Job Thos True Type Ory Ply Aneelesir 809 536 10473]0 T10 ROM Speoel GlNd 1 1 ' 'I Job Reference(ootPw) Buildirq CargoreN guppy, Jacbomnik,FI K256 6.0)PCdit 202018-nd" 11WO int. Wed JW 2014.ita t 2 Cbry"Page, ID:wW4dNlil2pL000FCde0sxkGpi-LmhyeL104 WOUVP4IIyDwXyH0TW1Kg12PN0yw8Tk 3314 ?109 oke 6314 1a1p ' 6.W 12 m II 3uN.l:.A 3 td= 1 � I� e 4 u4 n e ad= ala= 1-10d 1 3314 i-10-6 1-10.e as a2-10 lata LOADING(pa0 8PACING 240 rs1. DEFL. In I.) Vdeg Vd PLATES GRIP TGLL 20.0 PINe Gdp DOL 1.25 TC 0.86 VN(LL) -0.03 4-5 >M 240 W20 244190 ]CDL 10.0 Lumber DOL 1.25 BC 0.29 Ved(!L) -ago 0.5 >m 180 BCLL 0.0 ' Rep Shears lncr NO WB OAR Horz(1L) -0.00 4 No Na BCDL 10.0 Cape FBC2U14zP=7 Metrix-MS Weight:44lb FT-20%— LUMBER. BRACING TOP CHORD 2"SP W.2 TOP CHORD Structural wood oheef i directly applied or 7-10-8 oc pu0ire, BOTCHORD 2"SP No.2 except end veMc.l.. WEBS 2x4SPNo.3 BOTCHORD Rlgtd telling directly applied or l O-0-O do bracing. REACTIONS. (IMsiza) 5�0-58,4=1441NIechatkal Max Hoa 5=1](LC 21) Max Uplift 5=-188(LC 4R.4--81 g-C 21) Max G.5=600(LC 1),4=191(LC 13) FORCES. (0)-Mat GompRrlax.Ten.-All lorces 250(Ib)or less except wren&wwn. TOPCHORD Y2=-130299 WEBS t-5s-044192,2-5=3771149 NOTES 1)Wind:ASCE 7-10;Vult=lWmph(3de dNd gueR Vaso=101mph;TCOL,5.0pst BCDL=5.Opsl;h=25ft;8=458;L-2411;eeve=4iC Cat. II;Exp B;End.,GC,,1 .18;MFRS(directional);r9ntilever lert expose0;Lumber DOL=1 BO pale gtlp DOL-IN 2)Pmvlce adequate drainage P prevent water porMing. 31 TNs Imes has been designed for a 10.0 pal W" m choM Live load noncbncunent with any other live baits. 4)-This truss has been designed for a Ilya Pact of 20.0pst on hire bosom chord in all areas Mom a molargle 3-6 0 fall by 2-M Woe mil lit between Me too.chord it any Whet members. 5)Rarer to gidar(s)for truss to Vass connec0ons. 6)Provide mechanical connedlon(by oNers)W buss to Prieto,plate capable of wttlownding 100 P uplift at iolnl(e)4 except Ut=1b) 5=186, 7)Han,i or other connection devices)shell be provided su8lclenl P support concentrated load(s)158 lb down and 60111 up W 41-8 on bottom shod. The ded9Nseleclon of such connector di,Add t b the reeponsibil'lly of Whers. LOAD CASE(S) Standard ti Dead♦Hoot Live(balancetl):Lumber Increase=1.25,Plate Iincrease-1,25 Unnorm Loads(pit) Ved:1-2=90,2a=90,4-7=20 Concentrated Louts Ob) Vert 7=932 �W4IIHW4 VxIly4Npnpeawwm and PERa NOlE50N iMRINa W[LYOEO MnEx aEFEP4NCE VI6E MIFJ<Arev.f69IDOI56EFOPEUSE -•Y� peeWr,uoun, r1. HT Mle1® ooPp—.R1 von,11.odtIldRN,.1 Wmfe-Yam aro alwmYdMW turkey the o-r ` Ir�ayalem �IWn Wr.11a Wldrp 0aµlrwr maI vMN IMgpICWllyol Oa$n W Wrnlm tN gaPerlYMwWaNa Xtrlerwn lnlolne ovgcll M1rN 9wigxMLMetlarogevanldregN dIMMYWXrmwebonnnpo N uonorsalY.M911aM1emIMVYmIVenntrared¢h) MiTek atlwoys reglMlWYddXy W'xl lopevmlcWlQxe xlm l I.h�mdM , Wal Ae I Quaftly .D.41lal9rb>lcempWprq ere Farke Eaxr BNX. kbt, tlu,n .tleMaaY.ae.Rn.,nd., w... lnveynemefselNMTI1GWXy QXxb.nAd9aM BCY 4bYq Compw:wM sena ]drily lMar§Tbr aa.Mxe lranlrrmlMRInXN1e,41eH.1ee SXca,AXb712,Mtvmlll VRIIdIL iarrya.11 3]e10 Joe TrussTruss Type OIY R7 PnasInc. 160] T000 104]3TO Tit Roof Speael Girder i 1 Job 16 Miwe(ootionall Building Component SuppN, Jazkwnville,Fl32256 08.010 D)PC sApr 202018 EKM3neugh Irc, Wed Jbl2014:40:002016 Paget ID:wW4dN1]iZpL000PGee0saXCp1-pyEKM30%AgrM2e3btlH4&r83FAOpswOAH302tNyw3Tj i�0 384 7-10.0 6V0 J&a 4-43 'pal'. Sure 20.8 3 5.00 12 4 _ IaE V, 13x4 ] 6 wII _ 6 y4 y5 1-toe a-u ase ziae _ 1-10-a az' ie tso ut plate ORse (XY)— 1402-60.1E1 LOADING 1PM) SPACING 2-0O CSI. OEFL In �ocl VdaB W PlATEB GRIP TCLL 200 mi.Gip DOL 1.25 TC 0.36 Vex(LL) -0.DO 4-5 =999 240 M120 2W90 TCDL 10.0 Lumbar DOL 1.25 BC 0.29 VedITL) -0.08 4-5 X540 100 BCLL 0.0 ' Rep Stress lncr NO WB DW Horm7L) -0.00 4 Na % BCDL 10.0 Code FBC201,ftT 0T Menta-MS We1gM:4016 FI=2096 LUMBER- SPACING TOPCHORD 2cl SP Not TOPCHORD Structural wood sheag0ng directly applied or]-103 m purlins, BOTCHORD 2x4 SP N12 exceptinivarl WEBS 20 SP NoS BOTCHORD Rigid rang,directly applied or 6-60 oc bracing. REACTIONS. (loses) 5=56pJP5-B,a=15d/Machanicse Max Hoa 5=50(1021) Mex Uplld 5=178(LC 4),4=-63(LC 21) Max Gres,5=562(LC 1),4=202(LC 13) FORCES. (Ib) Max CompMax.Ten.-All force5250 gdorlssa exceptwhen shown. TOPCHORD 1-2=-2881420 WEBS 15=3]&300,2-5=-029'151 NOTED 1)Wind:ASCE 7-111.Vu11=130mph(3-second gust)Vasil=t Otmpb;TCDLdApsf;BCDL=S.Ops[h=25R,B=45f:124h;eave7lB;Cat. II;Exp B;End., MFRS(directional);cantltever lett egmsed;W nle r DOL=1.60 plate gdp 0011.60 2)ProVrde exoduses drainage W prevent water porMing. 3)This truss has been designed for a 10.0 psi be8om chord In bad nonconcunarlt wird awoNer IInto Imes. 4)-This truss has been designed for a Irve load of 20.001 on the oatom chord In all areas where a rectangle 6"gulf by 2-60 wide wiil fit between do,bottom chord and any other members. 5)Refer to glyderho for truss to truss connectiora. 6)Provide mechanical connection(by others)d truss to bearing plate capable of wllhstaMing 1001b uptl8 se joint(.)4 except gidb) 5=1]8. 7)Harpers)or other connection device(.)shall be proWded sufficient to suppod concentrated!Ioad(s)128lb dawn and 7511,up at 0-13anbottomchord. The desigNseleMlon of such connection dovica(s)is the r vponslNllty of others. LOAD CASE(S) Standard 1)Deed.Roof Live(halnoed):Wmber Increase=1.25,Plane Increase=1.25 UMform Loads(pit) Vert 1-2=30,23={ ,4-]=-20 Canoantmtee Loads(lo) Von:7=10a Q wP.a.Vis,onn n,anns nnC aEPO HO]Ea no iM6 Jr.XICLUOEO MIIEx aEFEfl .Pd..117]nre Idexce 5eEFONE USE 0o,Wld la uSe wiY wird M'IaYSrnmdms.IMorni Mr.. Nil WwlXp sn,«renl.ml nliwaYalem Iblpe,Ee,IM Wldlg da�lxx nlurl veMy II'rµWutlllyoldaWn{amuWn W prysdYx,coiMlale Rdtla4]n InW IM ovoid 4mxl mania ®«n9mekrnaxkwaeYema yuroalliennwll,w.,.�ea.volerolamanimi...+v.xednoia wmwlavmonaaaIM�,u MiTek adwoyi raaleOMiMFIINaltllo peymicMgya MR,W>raLe Pexrcx NxYwtl P%YaNdT,�a. rpgawad Pahice lBa9rlgM NEen OXtl. rdytolMonsam e.tla'axeuo.In. oll'a. use llimiysieme wAXl1/RIIOYOXIY AIIUIo.W!'a9oM 9C91&MPCmpwwe O IT 33610 9dNylNamoXm M[4tlelmnlnffi Flole lnMMe.21a N.lee.M1eel.9lIe J1R.MerabM VPRR3I E. Tempe Jab TNme T.Type Oly Pty Me&ova TW99688'. 10473TO T12 Root Speow Dinner1 1 j Job R U Mff a lodumm Building Component Supply. JmFsalvilla,FI92268 Sol pUIDAir 20201NlIL4nOneHUnc etl ZSYIDK:40:022016Page1 IbwubM114RpLODOPCde(s]kCD]'ILM4nkBnM1H51HxDzli]hZeYIDK9A%BTkNR1GywBTM1 4:88 8813 14-10;5 191092 23 1'3 2]-113 3231 18 3a9P8 M-11-0 14 5q] 5,0] SP] 361 416 665 ftln SBO I bP8 Gyle 1 a12 56= 201 II 7.00F1_2 10 11 4u o NAILED WAILED NAILEDa 4M. ,,,•JJJ11 60] +2 MU' NAILED 2W 11 ass= se= sx12= al 12 „y 31NAILED 4 NAILED 6NAILED ] a 4,6 12 as 34 376 4i5 13 q ya 2e ad 41 42 z3 43 a4 u 2J 43 4] 40 49 50 51 1] z6 b 2z x+ 1a +e ,lusz4 Ailz- ea II 2N 11 N4IlE04t10=29= 4X6= NAILED y1, If Orb= AZ= NAILED +6 Is u NAILED NAILED WAILED WAILED 36= NAILED NAILED '6411 4p0= 2X111 NAILED NAILED NAILED NAILED NAILED NAILED 12 4-86 P&13 11,105 t91P12 2A613 27113 3P1-B 10 36108 H-11L 2 H90 SP] 56] SP] 931 H5 125 P5-0 538 60-0 Plate OBsas Y 1033E 3.0180-20 1T.b2120.2d 19:0.2102-0 21:03-DPt-B 22:0.2802-0 LOADING last) SPACING 2-0-0 CSL DEFL. In 0m) LIMA UE PLATES GRIP TCU_ ND Plate GAP DOL 1.25 TC 0.57 VedlLL) 0.1]1]-18 X999 240 W20 2W90 TCDL 10.0 Lumber DOL 1.25 BC 0.91 VerIQL) -0381]-18 >791 180 BOLL 0.0 ' Rep Stress Arcs NO WB 0.78 Holx(R) 0.03 14 We am BCDL 10.0 Code FBGINM4 P12007 Metax-MS Wagbt 2]511, FT=20% LUMBER- �- - BRACING TOPCHORD 2x4 SP N0.2 TOPCHORD Slmduml wood slamming dmdly applied or 3-108 as pudlns, BOTCHORD 2x4 SP Nc.2'EampP edaptandiv.dical, 11-18:20 SP No$17-2P.2x4 SP SS BOTCHORD Rigid call,directly spoiled or 3-94 oc bracing. WEBS 2x4 SP No.3-Eemer 524,]-22,7-19:2x4 SP No.2 SLIDER Left 2x6 SP No.218-0 REACTIONS. (IWaim) 1=111&038,14=120dP58,21=3809/0-5-8 Max Hod 1=188(LC 7) Max Uplift 1=1]4(LC 8),11=-259(LC 0),21-1446(LC 8) Max Grey I=1128(LC 17),14=1200(LC 1).21=38091LC 1) FORCES. (Ib)-Mex GompMlax.Ter.-All fcrcss250(Ib)orlesaexceplxfienaMwn. TOP CHORD 18=-148&843,3-0-181 H158,45=-1816058,5-]-4651333,7961]411, 8. =lW7A74,9-1 0-1 2 8442],10-11-1448/533,11-12=4514/484,12-13-144]/3%, 16141,1149/283 BOTCHORD 1-25=-561/1267,24-25=588112]6,22-24=3 4M,2122=-20]1/538,19-21=2071/83& 10-19 538,17-18-268/1341 WEBS S-26-9 52 85,3-24=-2421368,4-24-5]822],524=-53]/1349,522-1161/459, 7-22=-11&12807,]-21U347Wl285,7-19-9582]68,8-19-150.5/484,618=4%)511202, 318-233292,9-17=-a0]/168,10-1]-432/1208,15-1]=-314/1378,1295-441/185, 13-15=-227/1140 NOTES 1)Ur4elanoed rod live loads Aleve been considered for this design. 2)Wlnd:ASCE]-10;VUtG 3Onph(3-second gist)Vasd=101mph;TCDLd.Opd;BODL=S.Opsl;h=259;B=058;L=451L eaWe=5X;Cat. 11;ExU B;End.,G(itp1=0.18;MW FRB(directIonaB: 0.1,1e0 axpraed;Lumbar DOL=1.60 plate gap DOL=1.80 3)provide adequale drainage to prevent water handling. 4)Title Mass has been resigned for a 10.0 pet boftrm chord IIVe load nonconcurre a with any other live loads. 5)'This Wu has Dean designed for a live load of 200paf on Ne bottom Carl in all areas Y41ere a redargle 3-60 tali by 2 Q ads xtll ft behveen Ne Loftar chol and any other me rmem. 8)Provide mechanlca arrredift n(by others)of Muse to beating plate capable of withstanding 100lb uplift at joint(s)except(h16) 1474,14-_259,21=1446. 7)Use USP JUS24(With 101 nails IND Gentler&1 W na s into Truss)or eguNaenl at 32-64from the left end to conned hassles)to beck fare of bottom Mom, 8)Hit all nail holes where hanger is In Conrad with Iml 9)'NAILED'indicates 61 W(0.148'X1)or 3-120(0.148'x3.25)to6nalls.For more details refer to Mil ST-TOENAIL Detail. 10)In the LOAD OASES)section,loads applied to the face of the(mss are noted as from(F)or back(B). Q may,ears,VmmXbX=+4 aE10 NOIE3 rNTMH1Na NCLUOCp MREx eCfENINCE 1101 MY]a y m.l.15YI0/If USE Ilap�WM Apure«eYLula MIIek®cwYwcMs.Rkdexpn kM.viel«YYWa�gxmretem Mwn.mtlkla m MNOuaf WOYq ednMxwl rot Mffi iynf«nP¢tw uw.11'd Wklry{d«Rre�nu9 valh llc XLdlcMllyoldeY9npianeleismlq YM:wq ule lkktl�«,Inbaw ovatll dMeq Ge8Jn. 9aeFg LxAealedNlo pnveM bucgYp olln]M.IW MA[Wehm]/«elwdmamCai Y. V9xW lemgxaY�xt pxmarenla¢xp are k dwoyi rep6ee la viCRrymtllogev«JCW[1xe Ynm pokLxa Pakom x9•Yaa pca«lYdano3e. kxaaim4 pMax'e�e0zdi"g IM IWxlcodialwa}a tlelNnt«aNcnm]Iaw1g u11NreiaviMmwpeme XeeAN9/Rlt Outllhall«N0.raeda0M kLU WIIJyCwnlnn«9 eeW esM Etl BM. 9yMy Ir1«moXon[rvy1W M1dn In«FMe buBl�1e.211 N.Lee Sx�t.911e J12.IbXaeN1 VA'Y1319. Tenpe,FL aa6fa Jpp Trw Tv Typ 01y Ry Mn .Wia 780940801 101]370 T. Rod Bpy WGiN r 1 f Jab......e(.. ions1 Builtlillp Componan[Suppty, JW48anville,FI32258 B.Of0a Mr202018MITeklMkl hH" DdinZ 2014.10.022018 Pe9e2 ID:xu141W11QpLOD0PC0eDvkCpl�ILkbnken0H541tlONi]hZOYfDKRdXBTkNWIGyneTO L011D Cl (5) Rwdare 1)0eatl a Rad Uve(Manor ):WmH Inlay 1.25,Rkle Inc se -1.25 Unifom Loetle(px) VM:1-2-80,3-0=00,&10=CO,10.13=£0,17 2 --20,14-18=-20 Concent W Loetle(lb) Vert 22-52(0)24-52(8)1=-W(B)32—00(0)33—W(B)3 ---W(B)3f-00(B)3)=00(8)38_-00(0)39=194(B)40=52(B)41=52(8)42=52(B)42-52(B) 44-52(B)43-52(0)40=13Q8)47-124(8)40=-110(B)Q=125(0)50-119(0)51-122(8)52=-508(B) QW4FHMOA--'--—K NEEENINCE VIDE MN)g3 m'.16OYf015 aEFONE YEE. �' fa]aSYJn Wp IanmwYVwlln MxeA®cmiu'cfwt.Maaeakp[Ir+xa oNYulvn F�wn�elarsxwwrtaa tloi m YxlMdbl dNKg cwngmnl.awl 0upenlem.tlelwerm.1M d19gtA9gar m�nlawlNlM_¢(4R�rlholJaiX�µvmiale¢atlgcFHlYhcwpYalell'h�llhb xie overall _ WaYe�wlYetl b�SkMlly Mlbgegvenl cMlgrelWingmde �M q«dNdyn�e.rw gdMd9 �apdtlN Mie rcnlir+.bp MiTek IdA'knlbn:wage.aaxrerv.wecnw�a,ea«root lru¢esaMlm¢mlw�x>ee4xum114waN cm.c.oww m4 Ecu xykuwceml>oa.d i:N:'a i3s•Y aNe. 3dElY IMpmatlon rng4a.Je Ydn NQ RNehYrJle.'11b N.Iee Sxenl.9lM 31 R.Neaatlill VRRR311. Job This, T11ss TYps Qty Ply MesMsie 909 89 10Q3T0 T13 Roof Special 1 1 Job RoofficanderD161ATer(optlonall Builtlirlg CaryoneM Supply, Jmksonwlle.Fl32266 B.OIOSApr2O2016MRwx1S 4APSbDW Weo ,OdI1440:03z016 Paget ID:wWdrWI41ZpLODOP(:tlsDukCpi-0%w6_dAPSDDIwSOAJPe.1.sui IE519cz1UiaiywBT9 1), 290E ] 091J 146-0 1BA0.@ 24d L15 3234 <WI 21D6 06 0 SJJ S.m Sb92 513 ]SB ]d9a p1a Scala-1:e4z W= ]m Iz It 12 6.00 12 &10 4 4310= m= n10= mm; 38 bb d 5 8 8 B 10 4a5 1 I Ate 3] 1 14 9 yd 41 � to ro I4 Iq ' 25 24 22 21 18 p10 11 46= sed 4x10= Jx6- 415= t] 18 Is 410= a/1z e�4 taro tPto-12 z41 Tit-e 4 34]-I 441 to 6L 2'I 668 SS12 S6J2 SYJ 61-B 630 601 5315 PletegNeN(%.Yl- 11'038 Edge113'0312 O4-0110'P3-12 P3-0111B'0.2-120.261 LOADING(pN) SPACING 2-00 CSI. DEF- In (roc) gdeft Ud PLATES GRIP TCLL 20D Plate Gnp DOL 1.25 TG OJB Vini/n -0.18 1S- x898 240 MT20 244/190 TOOL 10.0 Lorrain 0OL 1.25 BC 0.63 Ved`.`) -0.4]18-19 683] 180 BCLL 0.0 ' Rep Stress lncr VES WB 0.61 Hol2(R) 0.02 15 Na Na BCDL 10.D Code F8,02014/TP12007 MNrbr-MS Weight 28]16 FT=2 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural waotl shovel g directly applied or 37-9 os,p ins. BOT CHORD 2x4 SP N0.2'ExcepD lincrint and veMcals. Excepc i2-1]:2x4 SP Ni 5 8 0 od bradng:1314 WEBS 2x4 SP No.3 6,0-0 os,brudn,3-5 SLIDER Left 2x8 SP No.21-6-0 BOTCHORD Rigid ceiling directly applied Or 5-11-1 oc bracing. REACTIONS. (Ibfeloo) 1di54N3-8,15�59I0-S8,21=2101JN-S8 Mau Hoa 1=186(-011) Max UpIIX t=311(Lo 12),15=-]e(LC 12),21=4]1(LC 12) Max Gray 1=6]3(LC 21),15=854(LC 1).21=21OD(LC I) FORCES. (m)-Mex Ccvnp.Rrlax.Ten.-Allbr 2W(lb)orlessexcaptwhenatmwn. TOPCHORD 1-3=891O]2,BE-281/380.68=-281/380.9-1d.488N,1O11=-]94/160, 11-12=A79M, 4-25- 689088,2-24 -9]0/13614-15=804136 BOT CHORD 1-25=-58]1)53,24-25=808T8,22-2492019.21-22=910/d15,19-21=910/415, 619=64 2 WEBS 6-2/=-195257,36=33113]9,6-22=5613284,622=324129,9-22=-)8]/133], 141=-200469],419=-26&1588,10.18=]86255,1198=43N50],18-18=85x40], 1448_--49053 NOTES 1)Unbalanced rmi he loatls home been Considered for IDIS design. 2)Wind:ASCE 7-10;Vult=l Warph(3-second gull)Val01mph;TCDL=5.0pdf;BCD"opst; =25X;B7151f;L7lgt;toodia;Gat. II;Eh B;Enol.,GCpi=0.18;MFRS(directions)entl GC Exterlm(2)0-0-0 to 611-6,internal)6-11-610 32-3-8,Extedm(2)M-3-8 to 359-6 mne;caMllever left whored;and verlkal right exported;porch Telt ehosed;C-C for members and forces 8 MFRS for reactions shown:Lumber OOL=1.60 plate grip DOL=1.60 3)PmAce adequate drainage m prevent water pinching, 4)All plates are 2x4 MT20 unless otherwise Indicated 5)This truss has been mangled for a 10.0 Of boXom Chord II n,load nonc000urp nt AM any other the loads. 6)'This truss has been tlesigrled for a live load of 20.0ps1 on Me Dotlom chord in all areas where a rectangle 3&O fall by 2-0-0wde will ft DeMwen the taXom BION and any other members. ])Protide mechanical Connection(by others)of truss to boaMg plate capable of wimsla dng 100 to uplift at lolnt(s)15 except gt M) 1=311,21=4]1. 8)Graphical puff representatlon does not depict the size or the Capntatlon of the WOId along the top enNor bcXom Chord. Q wARNM6-vnIb lead. wone,eeneee4o Noes ONMBAadaoudoriodaNPEFEa<NCEPIOENNOAxrv.1.1serEFOPEaea �qnn VGltl lq¢s qNy HlD MpeM'�xwda¢.116JetlgxaLvaedarY n4bnpTanxlare Yuwn.w✓J alw oniJWJutl L+MdryJ rnnPurenL ml ' ePradmal &+Iqn Le.lfe LWWptk9rywx minrvellNlM gx✓IkdMlryulakr9a,WlanelenwJ pq¢IlYlxwapaa1 IMrary No IM welW lw�9 oalmn Rx>CD9fakalaaDm veevenldremx,9 o10g1M1]xl lnmxreDad/gclvstlmeTARRaeY. naallaM Mnpawnndwlmx:,rnlgarri B tlxawlRlllled bx tldAM/auiio peveniroN[gB wlmno�le x101uy aN q�MY Wn[pB.iq pwrextl ggq¢e xepgllg M¢ klxkalxrLalgope.dMNexy,exslbnW da[:Yq of lnmamlM1tm Mlem[meAN0Intol Ouo0h Texlpe.FL E%M10BM . ]oYIY InIpTOXOn aWklAe fan lx�RaRxWMe.21P N.lae PM1ee1,5J1e312 Namdlki Vxt 4[311. Job These Truss Type Ory Pty Mutates T9dwsro IO73TO T14 Roof Spacial 1 1 Job RehaOVINT 1(optional) BUldnp Component Supply. Jacksomrlle,-2132256LOfOSApr202016MiTeklndMLOW.Inc. Wed JW 207'gRH 92016Partial "R D:wu14MJ11QpLODOPCdeDa]kCpIaJUICOB2 W Lo W FNMs]e]w_Evkt]tgRHn1GFMF86ye8Tl 1]L 891.0 1450 ta1092 2612 3238 364-14 04-0 4-11-0 3>A SA4 5512 5-612 668 6466 SID6 ah2 6F0 SrOls se, Sia= ]W 12 1M 11 10 11 � 6100 2.411 oto= ]po- 4,10-- 1 401x,0 =2x411 do FIT 4 5 6 ] 8 e2 12 13 610 i as 14 4x6 se. 33 41 46 - , 18 42 ze 27 26 zs z9 z3 n 14 9x1e a 11 art= = 4xlO- w II 41= 20 16 1e 17 3b= b4 1 .10= 9x5= zw a4A2 B-ttd R50 19-1bt2 MS-2 33-12 A 369-t4 44tA oi42 a62 I 65-12 1 s5u I 806 l 6e2 o-se este I 692 Plate ODaeN OCY}. 11'0.38 Edce1130630.121180.312 O9- 112'0.612 Ed0e1 f15'O5-120&SL 12142 0.2- 21 LOADING(psg SPACING 2-0-0 CSI. DEFIL In gw) UtleO L9 PLATES MP TCU- 20.0 Plate Grp DOL 1.25 TC 0.45 Vemu-) -0.09 21-22 x988 240 W20 240190 TCDL t0A Lumter DOL 1.25 BC 0.48 WACTL) -0.28 21-22 x998 180 BOLL 0.0Rep Stade met VES WB 0.81 Horz(TL) 0.02 1] Ne Ne BCDL 10.0 Code FBCXU4?P12O01 Metrix-MS .Weight 30116 17=20% LUMBER- BRACING TOPCHORD pad SP No.2 TOP CHORD Structural weed sheathing Urectly applied or 5-8-6 w purllp, SOTCHORD 2x4 SP No.2'Exm,N' except entl veulicals. Except 11-20:2x4 SP NoG 6-0-0 w tracing:35,1395 WEBS 2x4 SP No.3 BOTCHORD Ralfceiling directly applied or 6 O0 oc bracing. SLIDER Left zx6 SP No.2164 WEBS 1Row at miept 421 READMONS. flWalul) 1 48/038,11=8]1N5-8,292113IOS8 Mau Hou 1=451(LC 10) Max Uplift 1=29](LC 12),1]=121(1012),24=-085(10 12) Mex Grey 1�]1(LC 21),1]�]i(L01),24=2113(LC 1) FORCES. (Ib)-Mex CompJMex.Ten.-A1lforc2250(Ib)orlessaxwptwhenslpwn. TOPCHORD 13 865020,6-]=218"288,]6=-216286,B-9=5169,410_-]5&163, 1-211=-0]32-3,----2=8261112,15-1=-25195,1518=888213,18-1]=633210 BOT CHORD t-222645015,2A26=669n36,252]=131/583,24-25=]441323,22-24=]441929, 21-22=18543,-6-9=-2066 22 WEBS 3.21=180953,&-24-1928138=-5811488,513,9510201,R25=M41119, 8-26=-8911-49,8-z4=-98T]]4z,8-22=-1519M3,422=-M2259,1021=]&500, 19-21=-91957,12-1s=846n69,t6te=-lsmse NOTES, 1)Unbalanced roof Ilve loads have been considered(Or this design. 2)Wmd:ASCE]-10;VUt=130mph(3sacond gust)VMd=10-mph;TCD1=5.Opaf;BCD"opst,h=25t;B-15t;1,151t;gave=511;Cal. ll;Exp B;End.,GCp=0.18;MFRS(directional)ane C-C Exlarar(2)DD0 to 6-116,Internal)8-1121032-3-6,Eldemag?)32-36 to 36-96,Intard(-)W-1-14 to"49 zona;cantilever left exposed;end veullcel rght exposed;pomh left expwed;C-C fa memters and forces 8 MFRS for amorous shown;Lumber DOL=1.60 plate gulp DOL-1.60 3)PmMe adequate drainage to prevent wiser Pending. 4)This truss has been designed for a 10.0 psi bottom chortl Iiw load nonconcument with any other live loads. 5)'This truss has been designed for a 11.load OI 20.0p of on the boltom chard in all areae where a rectangle 36O lall by 2-0-0 WOO wall lit between the bottom chord ala any other members. 6)Provide mecronlcal wnnediw(by others)of thea to bourn,pieta oemou.of samatanding 10016 uplift aloha.)except at-b) 1=23],1]=121,24=485. Q..a�yvw 4rLpnprrennlva mC aE40NOrt50N]MKINO.ObaOspmey FEF4N 'E mr..us—.IWtM1eaE .M O-tan-sd lo,w.a MY r'4m Mldm c—1 .Rkd dhu Is gyu{nnlwnme 0—alaalw ouM MMLg Corn,—nt.not huminMmg-". tae�.tlnlxlktprlefbm mill vally aw agbdilN otrYa�puamelersaM gWeXV wcapaale XN W4JnlnlotM Ii ttl'�'aM��Aedkr tIH`aN bapsl n¢x�.zw11h W We parq'dlaaY m]`pc0.vlYrlanWa. rd 9EC�d PMW�ce�e(A r1Vla¢xiP MW bdkolkn Wune, aq chip or lnu .lnamiemc'.eeAXw.,Oban, M.pea-69aM.1 auMFg Cengawnl ..P.M E.Bltl. 3dHmm YaUa YMm fide y sloabn on Inputs, �31reeL e.218 N. 911e 311 NeiatlM11 22 VAM Te,FL Mud Job Truss Truss Type Dry %y i Anastasia 90w571 tw]3T0 T15 Root Spacial 1 1 ,Job Relere% f9di9ndl BUldinp Componenl6uppN. JazkwnWlle F132258 flOtOS Apr 202"Two ekladuslliealm. Wed Julad"fa0A6la'a Pagel IOwul4rMI'lZpLODOPCdaDSGCpR-e8cbd6C11WbWmD(I)(BCRPJBTgpr MN3 AHw8Td b]-0 L1Fd 1450 10.10.12 2]-leg 32-aB Y8.12 C4I d411-0 a]-0 Sia sSiR sSiR 1.11-s a-14 d.5.4 4, ) a>-0 Sade=1$.8 TW[T2 fris 7a10= M0= 38= M10= ]x10= 4 6 6 ] B 10 13 id BO 122 firm� a 6 39 11 z 15 � a.s . 3m d1 axs a� 1 1] d 28 d 27 'A 25 20 23 22 �A IQ .10 11 4Z= 36- U10- 4v5= 21 20 18 16 4,10= 4M= 1Y W4 1450 1:1N, ZMea HSI4 aid z 066 sdlz sslz x11-0 6.N D59 s1-1e 62a %ate glwla 1038E 9.OA1 01 6 9:02-0 02-0 130612E 18.0.]12 02 12 2262 12 0.21 LOADING(pet) SPACING 2-00 CSL DEFL In tot) lead Lad PIATES GRIP TOLL 20.0 PMte Gdp DOL t25 TO 0.89 Vet(LL) -0.0]2325 x999 240 hII20 249/180 TCDL 10.0 Lumber DOL 1.25 BC 0.45 VeQTL) -0.192325 a93H 180 BCLL 0.0 ' Rep Stress lncr VES WB MM Harz(rL) 602 18 M We BCDL 10.0 Code FBC2014RP12007 Maslx-MS Weight 324 to FT=209: LUMBER- BRACING TOP CHORD 21r4SPNo2 TOPCHORD Shuctulel wood a homes,cited,applied or 5]-Ba purpre, BOTCHORD 2x4 SP N62'Except' exceptandwithanU. Except: 12-21:2x4 SP Np.3 00-0 w bradng:3-5,14-16 WEBS 2x4 SP No3'Excepl' BOTCHORD RI9ld telling directly appliedor 8-0. lg. 0 oobl 425:2x8 SP Not SLIDER Left 2x6 SP N0.21-6-0 REACTIONS. tb/aloo) 1=621ro88,18 5110.68,25=t18p/0-SB Mex Hoa 1=-154(LC 10) Max Uplift 1=-2]8(LC 12),18=-115(LC 12),25=510(LC 12) Mex Gmv 1=MB(LC 21),15-.851(LC t),2r 2160(LC 1) FORCES. (r)-Mex Ton.-Aft fomas250(0)orless exceplwhen shown. TOPCHORD 1-3_-856911,8-10=51518,1611=8881148,11-12=-)24/185,12-13=-]fi3/154, 261]=881120.9,1]-18=816200 ROT CHORD 2-29=-]08/]32,28-29=]42168,2628=3W/954,25 28=-701/335,29-25=7011335, 22-21-0/540,19280 25W120 WEBS 36=5dL405,8,9-2 2 20115,3-28=838/91 8-28= 229],]-211= 22 8 428=88311038,9-16-2011/199,9-23=-321M463,10-23-6734157.11 22=80/488, 2522=81201,13-18=]61/15],1]-1?--145/)58 NOTES 1)Unbalanced hal live Ioach have been derwidered for this assign. 2)Wind:ASCE]-10;VUI=1 Worth(3aewnd gust)Vessel anneal TCDL=S.OpW;BCDbS.ops[Ik2511;B=aSiC L=451f,save=5ft;Cel. II;Exp B;End.,GCp1=0.18;MFRS(dlredlonal)and GC Exhasl2)000 to 6-11-6,Intel 6-11 6 to 32-3-8,Extend(?)323-8 to 366-12 bterior(1)41-24 to a4-94 zone;cornflower tell exposed;not ver iraf right elWoaed;pomb left exposedC-C for members and forces 8 MFRS for medical shown;Limber DOt=1.60 plate gnp DOL-1.60 3)Provlde scrol le Cranage to prevent water polling. 4)All plates are 2x9 MT20 unless otherwise indicated 5)TNs truss has been designed for a 10.0 psi beton Word live load nOncehwurreht Win any other live loads. 6)'TOIs toss has been designed for a Iive load of 20.Opst On Me bosom Mord In 811 area where a rectangle 3 60 tall by 2-0-0 wide will fit beNreen me than.Mord all any other members. ])Protitle mechanical w .fico(by othem)d sues to tear),,plate capable of wtmetandirg 100 In upllil at Idnt(s)except OWb) 1=278,18=115,25=510. u salamis xlry Onpn pelemaMvenOnE<a NOTE40M]XWIHa WELYeEU MIIEN aEFEP4NCE F48E M6)O3ne l eVY[OIeaEFOFFUSd a a— nee . s«—MMII.wnrecbn...Mtlg�a MmewYYurvnrmi«netm . .1 5 y afideWgcwn{dcnl.ml nOim SyMem.�Iae Im.11'a dMiy drdlM'a mutually Xu ry;JkcWN of Oetlan Wanelersl)v]wW+«IY.K«Mafo I1W�Iwn Into Ilwove�tll 4ane dmlan. 9.,rn9lmxrnadaw«aVanlhxlcargm2hwaxx lalsswao«w«twain«rmarnY.adanlwx4 wmp«w and p«In«wnldwr9 MRek' xa..«le raµea l«nmllnr«�lo wewenl cal�oora wlmpo.2re p«wezq.y mo wowM dam�a. r«eal�la edd«K menravx� rmnonn rLn«aa,.a,llay.«eclloe«ne.aroalrwe.«elm.ml«nr..aawNelmn owlry em.m,Du.evam east wlesrpeeimwJ mw v.n.6.0 era. swrY Idwmafim owowo core mm Halakwnaa.zla N.Laaslmal.a4Nsz.ae.«how vn wale. r.rrP.,a 3aslo Jab Truss Tmss Type Cry %y museum Tel 9 10473TO T16 Pggybeck Bass1 1 Job Rat BUIdInp Cw]Wo]wMSllpptJ, Jackwnnlle,F132256 fiD6Apr20201T dWel Jul 2014:4032016Pap 1 10:wWNl? pL000PAeDCp?-60 ?WclVtgtYkVM30iWMue8WywT0 »Bo 1]sa wP131aP ala m]t 2]A 3u 10Ba 61 9 4 B alo-g N-1D 8 s2Jp ILU a J o z10 — ca]a ]o-51JD 1J Ytd3lda 1J0]91 HD Ptd Ida Seale=1876 (.)TW cMN mwt M dacMMeM PeFs, 3b= don shows. PcpMry cannMel &9 13 1416 16 z0 22 2,M 26 39 33 33 037 N d0 SrB i - 43 1QN4 1@72= ° t z ^ ^6 12114 c 4 6 a B2 1 1 1 41 ] 46 as 6.N12'noo ] z p = ]x50 7001z g 101 t z n _ n 45 c u 7e1 >e goes 82 B1 61 PO 59 4x10 II 0x10= 36= b5 II Ub= 46= 69 5- 64 59 4 41= 3x6- .10= 4,5= L11 il$a 1 s IPyi n. I �Iao u�l NJyD %Poe OflwN(ILY)- ry:6aa,Edgel.13988,0-33J,16:0.]-0.0.3bL D:0412.Edpe6I12:0.80.0.2-8),I14:Od0.0.2A),123:68-OA2A1.140:0-40.0.2Aj,I01:OB0.62A1. (4]:0.2-12 0.2-81 148'0813 69-51 151'0836311 15]45-4 63-11 1819-2-12 6181 LOADING(psq SPACING 2-60 CSI. DER- In B.) Udefi Utl PLATES GRIP TOLL 20.0 Plate GBp DOL 1.25 TC 0.39 Vm-L) 0.10 6182 s999 240 MT20 244190 TCDL 10.0 Lumber00L 125 BC 0.41 Ved(TL) -0.108281 s999 180 BCLL 0.11 ' Rep S,.I lLmr YES WB 082 Horz(TL) 0.03 53 No Na BCD- 10.0 Code FBC20147P2007 14a1111 Weight:4T]In FT.2 LUMBER- BRACING TOPCHORD 2x4 SP N0.2'Eviction' TOPCHORD Stmcturat mod!meaning directly spotted or 5-3-13 to purim, 6-29,29,16:2x6 SP No 2 excepl and verticals. Except BOTCHORD 2x4 SP No2'E=Vr 660 to bracing:3-5,49-51 47-56:20 SP No.3 BOTCHORD Rigid ceiling directlyappfled or5-11-10ocipmeng. WEBS 2x4 SP N¢3 WEBS Web Brace:Length(member) 3-10-0(2661);63-4(2382); OTHERS 2x4 SP No.3 JOINTS ]Brace at JQs):12,23,32,41,36,8,17 SLIDER Left 24 SP Na21-60 REACTIONS. gbldze) 1=881/0-3-8,53�9Bft1-5-8,61=2050N-53 Max Horz 1=-1]9(LG 10) Max Uplift 1=332(LC 12),53-127BUC 12),61:r801(LC 12) Malt G.1=]031LC 211,53=81 22j,612050(LG 1) (0RCE8. (1b) Mal Gomp,lohobTen.-All forces 250 gb)or less except Men shown. TOP CHORD 1-3=937/834,6-]=-0]61503,]3=-406]581,61�-4�I581,10-12-4081561, 12-15=238/484,15-17=-2361484 17-19=238/1841921=-2350484 21-23-238/484, 23-25 284/0,2527=-264/),27-31-2641),31-32=-26500,3234=80&108, 24-36=-602/106 3638-802/108,38-41-60141 "-718/1]9,44-45-]1611]9, 45-4]=718l 4748=8511146.51-5,1-2531117,51-52-995209,52-53-905004 BOT CHORD 185_--8821801,64-65-822/83],6284=409f290,6182=-0551332,5981-459/335 58-59=0/313,5]-58=-23n06 5455=160026 WEBS 384=-030/4]9,661=35)206,31 -658/644,1282=Sf92952381=-1921N11190, 32-517--]881300,41-58_--450226,48-51=-0I 48-55-28(83,55-57-43A654, 48-57=-IM16,52-54=-1508]3,1284_--134/285 2382-9811956,23-59=-25&1099, 32-58=-242/700 NOTES, 1)Unbalanced roof If.loads have been considered for We design, 2)Wind:ASCE 7-10:VWt=1301(6wco1M gust)Vasull01 mph;TCDL6.0ps1;BCDIS,Opsl;11=2511;B::,15fl;L-19q sal Cal. 11;Exp B;End.,OOP=6.18;MW FRS(d6echonal)and C-C ENedor(2)66-0 to 12-10-11,Inted0r(1)12-10-11 to 13-9-15,Ex1e0042I 13-9-15 to 13313,Intermit)2-7-0 to 44-9,1]one;cantilever lab espousal and velicel right exposed;porch left lorden d;CC for embers and fora e&MFRS for reforpls show;Lumber DOL-1.60 plate gird DOL=1.60 3)PmNde adequate moral to prevent water Wrding. 4)All pteles ere 2x4 WW unless othemem indcaled. 5)This muss hes been designed for a 10.0 psf bottom chord live load nonconcurent Win any other live loads. 6)'Thus truss has been designed for a five load of 20.0pat on the bottom chord In all areas wfiere a anal 360 all by 2-0-0 all WII fit between the bottom chord am any other members,Win BCDL=100psf. 7)Provides mechanical connedlon(by others)of times to bearing plate capable of Wtislaruing 100 to uplift at joint(s)except(t=1b) 1=332,53=127,61=801. Q WIRNNa V61Ny bYpn Iwelul6n 6M Nflb NPTLH ala 110710 NCLWEa INEI[aErtwIXCE II4E tiIOTJ n✓.1647016 BNOX BBE. ^-"•y1wY]brae oNY Wm AYle30cdvecbl,Iel"Ifi apeepabse of paanelenB cunt b MmlMhMAd WMtpwnpxml.rot mnrydWn PaMeus.R¢d/9q Oe6al,a mW veMyllw q{Jt2aM of WYgI rvonetersaW gordl4 k,carxxole Ilt WYa,til II¢ovatll w®gr1. alp FOcdedato lEm'enitixNN ol3xNnu nu¢uebomin aloe memom air.MdXaxT lanPaaym]nennawnldackp M e ' e?Nyr461eU M 612klr m]roperenlaw[pe wlmquYAe paxnW kVxYavJPrc�llYdanoax. IorpemdpWalce regad'pM sene,uonda v'e,. aeclxnavJa«tpormivaoPomcry6lenc]eM,HM/IRr OUMr cMx4wa-02aM eC61wMPCanpolwa Taw Im.1. BpINy IWNmpxT avdtlxe tan N®RTetWMe.21a N Lea Sllael.9Jla 312 NeiavAb VRZY31 a. ier,q,0.a'!le Job Truss Trued Type any PyAnastasia 700941573 104TJT0 T17 Piggyback Bud i 1 JOb Reference 0 5onel BINIEIIIg Component Supply, Jxludm119,Fl32258 81?2pLOMPGd 16M p?-LIWH"E Inc. Wed Ju2q4, fIsel Pege1 10:wubn 1.1 LODOPCtlaOE]kGp)-LIkoHLXEOp?XVi5x3Mdb5ny0xTYf1siMUzlmBTG b)-0 8119 144-te 1384 1 14 4 244A NLt 3318 1 ] 3148 11L0 1]-0 64-0 4b) Sfid 9-] 4ID3 4108 38-] 4&a 3G9 38-0 3]L Soi 1:e]] m= ).do 1z 7x1°= 41x= ace= ]x+9 c ) 40 9 p m 1 ++ 2.411 )*'l0= 7 11 410= 2x411 4 5 12 13 14 39 JJ JJ1 15 &OJ12 Aid I 9 And1 b d6 i 343 2 45 1] 7 u 1 I¢ 'g 31 30 45 29 23 46 4] '13Q x 40 P4 49 4x10 II 2x4 II 410= 36= T5 II 3x8- 16= 4E 22 21 0 19 19 4"e= 34 11 410= 4E= 2N 11 Sim= o4Y4 a Na N d bB�1 A l 4 asl + 7 as n too 037 Plete OBuh Y 1:633E 3 3:68-50.32 8.0812 a .OB-0 Ed 11.P60E 12.03-463 18:0840.25 23.628D23 LOADING WI SPACING 240 CBI. DEFL in 0.) Vdsh red PLATES GRIP TCU 20.0 Plele Gdp DOL1.25 TC 0.50 Ved(IL) O.07 3631 >999 240 MT20 214/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Ved(IL) -0.13 23-24 >999 180 BCU 0.0 ' Rep Stress IrMr YES WB 692 HO¢(TL) 0.03 18 We We BCDL 10.0 Code FBC20144P12007 Maturi Weight:3 Ile FT=20% LUMBER- BRACING- TOPOHORD 2x4 SP Not TOPOHOHD Structural Wood sheathing directly applied or 5-34 up pudlns, BOT CHORD 2x4 SP No.2 except and veMcals,and 2-0.0 oc pumas(600 max):531,48, WEBS 2x4 SP NO3'Excel 7-11,12-15,14-M Excepl: 8-26:2x8 SP Not 60-0 ob bracing:3-5,1416 SLIDER Left 244E No.21-60 BOTCHORD Rigid calling directly applied or 640 oc bracing. WEBS IRaw at mldpl ]-28,11-24,12-21.8-2],10.25 REACTIONS. (Ila/slza) 1=6>Ob3-8,18=%Kb0-S8,2]=20]BN-53 Mex Hou 1=226(LC12) Max Uplift 1=-251(LC 12),18=-117(LC 12),27=-533(LC 12) Max Gov 1=696(LC21),18�(LC22),27=2182(LC2) FORCER. (Ib)-Max Comp7Max Ten.-All forpeci ilb)orless exceptedmn shown. TOPCHORD 1-3=-93&855,84=521/134,1611=191/120,11-12=-93320x,12-13N5&129, 16-19=-28&101,18-1)=98120.1,1)-16=39&199 BOT CHORD 131=-784503.30-31-8161846.27 28=3001255,2627=-303255,2324 /512, 1920=--1631111 WEBS 346-512/334,"0-4871537.7 38<PP4,96.7-28=-551/329,11-24=- 4M00, 11-23=-19&825,16-20=329490,1346=-926488,12-23=4M3481,17-19=95(V855, 20-23=-331584,13-23=2/393,627=-194(1806 8-28=-5]3/7961625_819277 8-2�229/1026,10-24=174/514 NOTES 1)UMeMnwd roof live loads have been considered for this design. 2)Wind:ASCE)-10:Vult=1 Whiph(3-second gust)Vmd=101 mph;TCDL=50pat BCDL=5.Opst,h=25X;B=4511;L=4&!,Wave=SX;Cat. If;E141 B;Encl.,GGpi-0.18,MFRS(directional)anti C-C EMenor(2)0 0 0 t0 6 11 61med0r(1)611-61013-2-15,ExtWx(2) 13-2-15 to 33-10 7,Intehohl)33-10-7 to 14-94 zone:cantilever felt exposed:and veNcel night expourn;much left exryWW;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate gdp DOL=1.60 3)Provide adequate drainage to prevent WMu ponding. 4)This Imss has been designed for a 10.0 p91 Whom chord live load nonconcurent with any other live loads. 5)'This thus hex been resigned for a live load of 20.0pst on tine bottom chord in all areas Mom a rerml¢e 3-6 0 tel by 20-0 Wide yell tit between the bottom chord and any other members,With BCDL=100ps1. 6)Provide mechanical connection(by others)of foss to Weanling plate c.Zoade of eflimunding 100 to Who at joint(s)except g61b) 1 X51,18=117,27=533. 7)Graphical pu01n representation does not depict the sire or the orentabon of the pudin along the lop andlm bottom chord. Q W4IIHM4-VMryOwynpeameMvenOXFAO N07E50N rXLS4M0 AYCLYMONnax eafERiNCE PGGEMX-]OAm.IWYNI6 eEFOflEU3E �� oaeP�aaa lo,,�a19v wnr,Mnaxv,�oorwolo W.Im aa�lWn a o�aa orur ems wan�lea 4��.a,w a rw o,dawxx4 aralw eorel�:r W�1 r,ol In6ryalem.�Iae ue.nine WtlYyae4w6rrnu[Ivemy Me q(AhMNol0alarwxane+a[uMw nr Irrce^PWaI^Aaam4n uFlaeparon,l Aanar�p.as��me�leexlowmW�+br++Irreal4ra.wun�a wa+araMr mora merere v.+.aallor�lerr,l>orm�er>�rriarem naclrre MRek' eRwaysrarypea kr ptlMlyOq to gevenitd�-¢MWImLe PwrwW x9ryadwc{wly Wn[@a.(a Oarertl P9b1ce iu9,tlrp Xa ALtaMxlm Je.MWxrY%PiM�n ad da Y,9 olMmziatdlnRM�rr6 ese.4Xd1/Ml Oudh Glxk.WB-debq KH Wtln9CWMMNn1 eW4FMe EMeM. 3aM1lr lrxwmadT aWN4xx den lr�s Hale MXME 4)eN.lea Salt 911e 312 NeauaMh VP22311. ianp,il 93610 Jeb Ines Tldlae Type Ory Ply Anastasia TBJWS]4I fOQ3TO The Piggyback Base t 1 j Job Refereme(optional Building Component Bappty, Jasome,lle,FI 32256 9.010IIAPr202016MITskloduaMsalvo. Wedar12014,10:0152016 Pages ID:v.W411NPl1ZpLODOPf ae kCpi-Hhail ZUwUPb "DPhWOBF)gMPL ONOirmaTA 3-0-0 10{-11 13Q 11 10.1612 1 218-11 I 2319 3265 3]3 8 414-0 H 3-90 6911 2-106 &]-1a bt62 4962 210.5 6163 408 3]-0 Scale=184.5 ➢.c012 O12o 3a mm= 4E= W2 ] e to t+ 2x4 II 1 &4 II ]'d0- a art= 4x10= 3A 11 4 5 12 1a 14 +s ap 16 q B.N 12 NIDI Nio0 a 51 383 2 24075 a1 30 20 µ 27 ea d' 25 46 24 1 atoll 2x411 �= bs '.I 46= Ort= 22 21 20 19 a10= Ort= y6= 'd411 a10= 41 2M 11 12 104-11 132-15 10.10.12 21_8-14 'ID]1 331-8 ]-0 3)-3d M-11-0 2 Bll-15 2905 &]93 4102 M2 36] pSa 388 ]-]9 Plate Offsets Y R 10-".Edidell.131080,D&418.0912E a .0.5-0E 11.0-50E 1]:0.5130.2-11 230&40.2-0 LOADING(psi) SPACING 2011 CSI. DE0.. in (roc) Vol Ud PLATES GRIP TCU_ 20.0 Plate Grp DOL 1.2s TC 0.ES Vert(LL) 0.103031 >999 240 W20 244/190 TCDL 10.0 Wmben DOL 1.2s BC 0.41 VerQ1_) -0.173031 s999 tSO CL D.0 ' Rep Stress Isar YES WB 1.00 Honl 0.02 19 Na We .CDL 10.0 Cc& FBC2014/TPI2007 Matrx-MS j Welight:407 to FT=20% LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOP CHORD Structured aaol sheathing directly act or 593 oc parks. BOT CHORD 2x4 SP No.2-Excad' except anti vericala,and 200 ori purlos(SPO max.):5-31,48, 13-22:2x4 SP No.3 7-11,12-16,15-20. Except: WEBS 20 SP No.3-Excepr 6-0-0 oc trading:35,15-17 9-28:2x8 SP No.2 BOT CHORD Rigid calling 6mcdy applied or 6 PO cc belong. Except: SLIDER Left 2xb SP No.218-0 1Row at Minot 1323 WEBS 1Rmv at mind &6,7-28,&2],10-25,11-24 REACTIONS. (IWslze) 1=57&0-38,19:a817p-58,27=22388-58 Max H. 1=274BUC 12) Max Uplift 1=-231(LC 12),19=-117BUC 12),27-556(1_0 12) Melt Grey 1=649(LC 21),19=551(LC 22),V-2M(LC 2) _ FORCES. (Ib)-Max Comp..40.Tan.-All VaceS250(Ib)orleesettcsid wfienaMwn. TOPCHORD 13=8]1/825,3-5-284/1]9,e4=-3]2/337,10-11-3]609,11-1 2=68 0714 4, 1213-58]/10,1314=5MO5,1798-9897182,1&19=814/180 BOTCHORD 1-31-]94043,30.31-862/]93,27-28-49 10,2S29=493I310,23-24-12/407, 13-23=-6581161.20-21=-147931 WEBS 630=-2]4/132,38=3 2 92l 5,330=53d60s,7-30=43&539,7-28=660/3!, 9-28=-605502,9-27=-2099/a39,9-25_-255/1084,1625=885/302,10-24=2061 11-24-526223,11-23=-1135/543,21-23=35428,1421=-10025,14-23 1312, 17-21-350r203,14-17-7T 150,18-201 NOTES 1)UMelancea roof live loads have been considered for this deaign. 2)Wind ASCE 7-10;VUlt=130mph(3 second gust)Vaed=l of mph;TCDL=5.OW;BCD"XpsC Ie25h:B�59;L-ISB;save-30;CaL 11;Ery B;End.,GCp=0.f,MFRS(diah dional)and C-C Exteriorly)0-0-0 to 891-6,Imerodl)6 11 6 to 132-15,EJmm0g2) 13-2-15 to&?5.5,Interlor(1)32-5,5 to"9- Ozone;cantilever left exposed;end yanked rightexPosed;porch led exposedC-C for madden and tortes&MFRS for lea0..shown;Lumber DOL=1 60 pketa gup DOL=1.80 3)Fr0nds adequate dreinage i0 prevent water,pending. 4)This ruse has been designetl for a 10 0 par boron olond live load noromm urrent with any of live loads. 5)'This(mea hes been designed fora live load of 20.0de on the bottom chord In all areas Wdere a recharge 3-6-0 tall by 2-0-0 w+tle oil Pt between the Whom cromi alxl airy order members,xlth.CDL=10.ope, 6)Provide mechanical connection(by others)of turas to tearing plata capable of aftess ntling 100 to uplift at lolnt(s)except UNt 1=231,19=11],2]=558. 7)Omphical perm representation does not Rapid the size or the orientation of the pudin along the top and/or t mord mom, Q son— VMay Cwlan/s✓e,rtne✓naaFAa NOTE5 eM lIII3IHe MCLWEe MIIExflEFEP4XCE FdeE Ma)IJIn✓rotlYleI6 BFFeaEYK pepJld wlklbusoriy MN MIBMOcmr,ecWn.ewa¢xyd 6 Wwxl wYY up¢n(wr«nel¢n Ywwn.rrvJ klu m Yx11WAM dI 1pc«nKnenl,rot InnMaadr�«e roe.ra FWdrp�ATdor mupv¢IIIY m¢GGI¢oMINol Mtlyn Wcrd,elcn rn]o tYklcM^ral¢arkde$n Molle ov«til dB3p WYyd eacaglrtlkolednbp¢vent[ucWpotrgM]W lrmwchatl/«cld«ameMgR Nv nOtIlMW bmpr«Ym1P ganlaaclrp 1ek• a Wap retpled Nt amllym]lo pevenl W4va calm Meso poe«xl uMY arA pudai dur1©o,for pi G3d«dc¢r¢o«dg me kthMbrt nwOde.tlelrrery.ereclknaq[xIXYpa Mde✓m«NMoryrema�YlWTl1 Oldlh mllMa.aak-a>ane BC9lwWIn9CampolMr �PoMli SBNtl. Sbly lraonmllM avdWeY«nMn[flob YvalJle.'118NLeo Sheet SiRJ12.Nevm1M VAYld11. jab Truss Trusts Type Gly Ply Aneste&e 79094575 047 1`19 pggymaX Base I1 1 job Rafe ( pt all Burning Component Supply, Jackaonwlle,FI92266 - - 00O d Apr lvCp?m MiTak M1udutshiea qW. oD JW 5D 540382016 MS ID:''mJdrlNl?RpLODOPCde0azkCp?-mtOxMAa6M1kNGMAOWbke0kZM5w 6NwalZpeyEHyxBT9 3.].B Pn dots Isz eJ4 z eel+ WsJ.v sIJ 3]1s 14* a Sul.=I 86A ].W F12 h10 7q0= e\1 4M= M- . 11 'did II 66= ]xID= 8 37 a 1011 12 t3 4A= 2ed II 4 5 636 ] 1 38 14 So 16 t8 Sof R7 'N10 G ]1110 J d a 4 s 1 2 i6 4 30 29 41 28 21r 42 43 38 M 7b7 �� I9 y8 II 2W II are TB= 46= N 23 22 20 19 4x10= ass 1 M10- 3� 44= 2x411 410= ]-bll 13z-ts IP6J or" 2S H22-]-1 Ezd6 ]411 6]d 6a 63+2 P-6 Bh13 8]13 B-0J Plate Operate R038,Edgal.fa062.0-3-71, .0.210.212 1L0-5-00.24 12.0-2-06212 1).OA-4055 0.G2E0 0-01 LOADING(pan SPACING 240 CSI. DEFL. in Qac) VMI I/O 4 PLATES GRIP TCI- 20.0 Plate One DOL 1.25 TO 0.49 Ven(LL) -0.092223 >999 240 W20 244/1% TCDL 10.0 LUmberOOL 125 BC 0.75 Ven(TL) -0.2027-29 >999 180 BOLL 0.0 ' Rep Stress lna YES WB 0.70 HI 0.02 19 nra We BGDL 10.0 Code FBC2014RP12007 Mablx-MS Weight:4011b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structurala,dod SM1eathing dlrechyapplled or 3-9-5 Oc Palms. BOT CHORD 2x4 SP Na.2'Excspt' except and veNcals. Except: 11-24:2x4 SP No.3 &0-0ar bracing:38 15-17 WEBS 2x4 SP No.3BOTCHORD Rigid railing directly senior!or 348 oc morning. Except: OTHERS 2x4SPI T-Brace: 2x6 SP No.2-11-25 SLIDER Left 2N SP No.316-0 WEBS T-Brace: 20 SP NoS-38,7-29.7-27,826,1323, 12-23 Fasten(2X) T and I braces to narrow edge of web wffi I Od (0.131Y')naps,61n o.O,whh 31n minimum end distance. Brace must cover 90%of web length. REACTIONS. Qblslss) 1=100&0.58,24=1921N3-8,10=702A168 Max Hort 1=323g C 12) Mex uplift 1=84(LC 12),24=265(LC 12).Ila-131([C 12) Mm Grav 1=1010(LC 21),24=2057(LC 17),f 9=M3(LC 22) FORCES (Ib) Lxax.Com,Mn Ten.-All forces 250 glut or less except when shown. TOPCHORD 1-3-18]613M,&7=SSI 7A--81912]8,8-9=72f2S0,811=49&227, 13-14-Mall 01,17-1 6=-7431254,1819=-687240 BOT CHORD 1-30=-83Y1535,29-30=-68111601,27-29-2781762.26-27-16VN .24-25=-206&405, 11-25-1924/432,2022=-2141604 WEBS 329=-104&439.36-12171287,6 29=1 56AN2,7-27-3351179,827=-153+410, 826=-7171303,11-26-2831129,17 2 2=-31 321 6,14-1)-54721],13-22=-28/300, 13-23-5321190,11-23=89/)53,18-20-2001633 NOTES 1)unbalanced roof live leads have heen considered for able design. 2)Wind:ASCE 7-10;VUt=130mph(3-secmd gust)Vasd=101 mph;TCDL--5 p0 :BCD"eipub h=251t;8-4511;LASIt;saveSiq Cat. 11;Eery B;Encl.,GCpl-0.18;MWFRS(directional)and GO Extedor(2)0-0-0 to 6-11-14,Mordent)611-14 to 13-2-15,Exte0or(2) 13-2-15 to 3143,Inlenor(1)3103 to 44-94 sone;end vertical NM exposed;G-0 for members and forces 8"FRS for raardons shown:Lumber DOL=1 60 plate fide DOL=1.60 3)Provlde adenuate drainage to prevent wafer poinding. 4)This truse has been designed for a 10.0 psf bottom c11or0live load nonrmcurent"in any Other live loads. 5)'This truss Ines been designed lora live load of 20.Opsf on the Whom chord in all areas Move a meangle 360 tell by 2 0 0 wide Wit At hetwean the bottom chord and any offer members,will BCDL=10.0psf. 6)Provide mechanical connedlon(by others)of truss to bearing plate capable of vemearxling 10016 role at polls)t except Qtdb) 24165,19=131. 7)Warning:Addi4orwl permanent and stability meeting for Russ system(rot pan Of this Component design)H always MgAred. QWINXNa-6wexBap,pvwar.,eatlaflO HORbON INIe AXe AYCLUUEa MIIENflEFEPANCEVA0E1ilO3ne 1p0.VN/6BEFOMEWE pY91i MpMVB«YyvM,MNYdcmrccb2 Mcarry'/,klraetl wAY�4++a Vxm,e+en pwwn.aW t!«m MM4xx AiMxg cmpr'ent rotMR Innry[Nm.BaMel�,aw dMUlg deY3lwmMvadly d¢gpkcdMol nxLryi Wranebnaq P9X11YAq«P.a1.InkdWa�Y9aauovelal 'r4oqumgr.aadglrclL.nddklo we.ea+6aadky orkgMdae nasweo�ldl«awamerr4»i.«4Y.reae>in wrmPaMrale PelrMwml aoaN M{Tek' k Mvq'a leyled Nx 6mllry aq to pr.Yem ealap.a Ymm maml.l>a, q 6wry,.q I.wxrr amo9a.1«aa.E.a 9�9dalm r.9aaq xw ki Calbxal«oae.daNay.aectlman[I N�aalp ollncfsamllnnaWnmp cregH31/RII gnMy CMMb,OfBJ9 eMaCL YiT9Cwq.il.n1 We4V.b Fal Hd.ly IrMmuXm aMtde hwn InmlMla ttslllule.216 N tee Sireat S.la 312 Ne[fXN/Iq Vr12>314. T.ilp.,FL T61. Job Truss Tae Type Ory Ply Aneo9asia 101]370 TS] gool3pedel 1 f 780846]8 Bulltl'mp Component Sippy, Jaeka0nMlle.F132268 B.OfO K202 ,'-E4j7,usbie6j Wed&T3K 40:3] V6Pagaf ID:wuN.N191ZpL000PCde0s8nCp?-E4 J]iek52Ve dRIYFM1a5T3K 1L11-dnKeVmkyw8T8 3]L 1090-19 775 2SP0 33]d i"Lo 4H1-0 37 L I ]313 pS5 hS5 ]-100 ]80 � 3]-0 � $rale=181.1 3W II ass 3B= 4xto= 3N 11 4 6 31 6 32 7 a 3A 39 0 10 36 11 36 12 13 'ZV B.dJ12 i7xf0OTreL Nuts d 3 3] 2I 23 30 223B 21Z- 2516 ad, I, So, II ai 'M 19 17 10 4x10= 4x1a= 3x6= L4 If 3]L 1a10-1a 1&4JIA 33-]e at A-0 14n-0 3]L ]813 t68 ]-66 0. -12 ]9A A&0 1 3]0 PlefrOtlsab(XY>- I1:D3B.EOosL 13:0-0-0.P331.114:D63.O331IiS.D3-B.0-2-01.121:0-8-00-401 LOADING(pso SPACING 2-0G CSL DEFL In (Ice) Vicefl Ud PLATES GRIP TCLL 20.0 Plate Ghp DOL 1.25 TO 0.73 Ve8(LL) -0.1022-24 >999 240 MT20 244/19(1 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Ved(TL1 -0.2424-25 >No 180 BOLL 0.0 ' Rep&Vass Ina YES WB 0.89 Hw41R) 0.03 18 We We BCDL 10.0 Code FBC20147IP12007 Mainx-MS Wmi,hl,35011, FT=20% LUMBER, BRACING- TOPCHORD 2W SP Nat TOPCHORD Statural vocal something directly applied oro-1-3 Oc pu4lre, BOT CHORD 2x4 SP No.2'Except' excsptaMvexliwls. Except: 9F20:2x4 SP No.3 6-0-0 oc Oracing:3-5,12-14 WEBS 2x4 SP No.3 BOT CHORD Rigid callingdor3 g dlrecllyapplle413ocbradng. Except: OTHERS 2x4 SP No.3 T-Brace: 2x4SPNo.3-421 SLIDER Left 2d SP N0.313-0 WEBS T-Brace: 2W SP No.3-33,8.22,11-21,11-14, 14-19 Felten(239 T and I baser to renow edge of web with 1 Od (0.131'143'1 natio,(An o.c.,Mih 31n minl..and distance. Brace most cover 90%of xsb length. REACTIONS. (IIYsleat 1=882/0-S8,2o41a]Po38,18=544Po-SE Max H. 1=609(LC 10) Melt Uplift 1::10),20111-29112).16ii,12WLC 12) Mau Grav 1=096(LC 21),20=2232(LC 1]),I M(LC 22) FORCES. (ID)-Max.CampJMax.Ten.-AB tomes 250(Ib)or leas elmep v4len sMwn. TOP CHORD 13=1188783,35=-28]/1]0,&8=56b18],89=-366x54 9-11=147/494, 12-14-2]]/183,14-15=558204,151�-531208 BOT CHORD 1-25.6141452,24-25=883/1526,22-24=20.Y487,21-22=4T3ba,2021=2185/481, 9-21=1386x418,1]-19=120/441 WEBS 33=]]8x90,3-24=345x406,82m188psf)%8-22=-7511324.9-22=312/1285, 11-21-8A/124,11-19 1 la-lfoii x24,15-1]=139/461 NOTES 1)Unbalanced W Ilya loads have been considered Imihia deal,.. 2)Wind ASCE 7-10;Vu0,l Mnuch(35econd gust)Vasd=101mpo;TCDt_S.OpsF,BCDI_5.0psb h=2511;B_4511;"Of;ems-511;Cal. II;Elm B:En Ll GOpl=0.18;MFRS(dlrecli.nal)end C-C Eldedor(2)0-0-0to 6-1",Ineriw(1)6-1"to 44-84$ore;snot Vedlcal right elmosi 0 for members and forces 6 MFRS for reactions shown;Weber DOL=1.60 pats grip DOL=1.50 3)Foci ad,uet.drainage to proven of.ponding. 4)All plates are 4x5 MT20 unless o0vinalse Indicated. 5)The Vuss has been resigned for a 10.0 pat bottom Mord Ilya load.onconcurrent with any other live loads. 6)'Thls truss has been designed for a live load of 20.Opsl on the bottom chord In all arses Mom a rectangle 3-0-0 tell by 2-0-0 w ole wilt fit haaaen the bottom word and agy.th.r...be.,with 9CDL=10.op9. 7)Protide mechanical con.ei(by phot of Vass to bearing pate connote of withstanding 100 to upllh at)oings)I except gidb) 20=298.16=122. 8)Wanting:Additional pemlaren and stabillry bracing for mars system(not pad of this component design)is always required. WPa.-VwIlxtlNynpexemrtrrtm4 a..XOIE50N THIS IND W[LUOEO MIIE.0 eEfEP ace as MX Ic] -.160 ,aaFldaEYL. IR]g,VNltltw u>eaYYwmm Witll9 corvwckxx eh WHIn ewe ueY unxn{vm,elea Lwwn.arNeiuem h4NMnl dMrg cwn.nanr,rot Mmayalem.altar m.X¢bleY�ptl JVpr nnsl verity lra 449eWINdtlmbrlpsmrelas aq o ,cw{wlale lM tletl2rl MO M¢mam abWdrg tlasMrr. ec,hft, 3kNetlalo Pevaahmcramcra .,NMW I.Rw.bm3lntlbx .-.,;a�lY.�dlFmtlienl{wr .Pe^T�e1 doonr, Mire k' sduayi regile0 kr rr.dlHaro l0 wevenicdw9h�B4e�avW eeayutlwcpa.Y WaVm .0 6enerd pYNlce repaJp Me MdtalMl.viae...tl4Naw d'6CMnad MOJ' polnnmad Mia MlarmreMXY/IFII GWIIr CXNIb.eaLMOMaeYWIM.9CmWixnl eBOe Pero Eee N:6 9Mry1..lbn[rvr .hen Ir .lrceare,RiaN.le.3heet.al IlemglhVP2231 Terrye FL 3Y10 Job Tres This Type Ory Ply Madams gAi 10,310 T21 their4 1 Joo Release(ootlonall Building Contestant Supply, Jacksone111a,F131 0.010gAprlaMbl MiTeklndusties,Iw. Wed Jd2014:40:392016 Pagel IDoad,M]NI4RFLODOPCdleacki AS53YOci_1191DOy5O2H1Rd48p]BIiXEYwFelcicyw9T6 3S9 >L 161919 1989 El" N9d tl1 a 41 BK11L SSd 0.8 ]313 ]dd 1.13 iSd ]Bi 'no Md SOW-181.1 2'A 11 aver= we M0= 3x411 4 56 31 0 8 0 di V12 13 O.M 1R Tx10�700 2 MOi 3 25 24 22 3'! 21Z— as l4 `g 98 I,, 3W II 3d 19 17 16 M10= 4.10= des 2U II 333 10.1613 1813 25100 2511-4 9"1 4110 4-11-0 358 h55 ]65 ]-613 0 J ]24 Y&B 1 3]-0 Plata O0aea(XVI-- IY030 Efill[2196-40.40] LOADING goal) SPACING 260 LSI. DEFL In (lac) Vtlau Ud PLATE6 amp TCLL 20.0 Pieta Grip DOL 1.25 TO OJB Vad(LL) -0.1122-24 x999 240 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 BG On Verb -O 3 25 x999 180 BOLL 0.0Rep Strome inn YES WB 0.0 Hol 0.03 18 Ne Ne BCDL 10.0 Code FBC201A7PI200] Maax-MS WeIgt:3581b FT=20% LOMBEB- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 4-2-0 do purlins, BOTCHORD 2x45P No.2'Excal except OM vedlcal5,ard 2-O0 do Future(8-0-0 max.):51 9-20:914 SP No.3 1212 Except WEBS 2x4 SP No 3 660 Or bracing:3-5,12-14 SLIDER Left 2x4 SP No.31-60 BOTCHORD Rigid ceiling directly applied or 3-4-11 oc bradng. Except i Row at t= 9-21 WEBS 1R0w at midpt 36,8-22,11-21,11-14,14-19 REACTIONS. ghlocze) 1�B1N-5-8,20=2181/0-36,18331NS8 _ Max Hoa 1=44](LC 10) Max UPII81=43(LC 0),20 2]4(1-012),16=-106(LC 12) Mex G.1=BB4(LC21),20=2236(LC17),l8 (LC22) FORCES (lb)-Max.Gomp./Max.Ter.-All forces 250(Ig or less except xfien shown. TOP CHORD 1-3=14601 6-e:-531/1]1,8-9-34W,irl1=-12&459.14-15=-538/159, 15-16=515171 BOT CHORD 1-2i-5651450,2425=620/152],22-24-234/489,21-22-44326,2(i-21—2170/462, 421=-1393'414,i]-19=6&414 WEBS 38—TGY83.3-24=-861133,0-24-183/309,0-22=-]44322,9-22-301/1266, 11-21-841Pde,11-19-0/43],1419=-33]N,15-17-92/432 NOTES 1)Unbalanced root live loads neve been core tiered lorihis design. 2)Wind:ASCE 710;Vdt=130mpn(3-seoond gust)Vaud=101hri TCDL=S.Opsl; 3001=5.Opst h=2511;8=458;L-158;ouni Cat. II;Elm B;End.,Gi MFRS(directional)and C-C ExtaOor(2)000 to Iftleria(1)4412 Vi adds;end vetuoaa rightexposes Cforntembem and laces8 MIAFRSforreactions9fwwn;Lumber DOL=1.60 plazagrip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise Indicated. 5)This boss has been designed for a 10,psf bottom chord save load nalconcurrent wntI any other live founds. 6)'This truss has Won designed for a live Ideal of 20.OpR on the bottom Mord in all areas where a rectangle 3 60 tall by 2 0 0 unite will fit between the bottom Mom and any other mambas,with BCDL=IG.Oft i. 7)Provide mecranlcea connection(by others)of Russ to bearing plate capable of wilhsanding 1001b uplift at)ointhd I except Utdb) 20=2]4,16=106. 8)Goa l plain representation does rrot Lapid the sloe orthe orientation d the Fur in along the top anchor bottom Mord. pregi Vsdry4aNpnpwemeru�an4R4aNOTEE OH nIIEFHd 4YCLV0Ee ldnEx REEER4NCEIfGEMX-]OlJ tee.tee34J15 BEEOXEVEE W6a1bor Irn uw wiV>'Em MIIeMDwnmtlws 116 tleN{n K[xvtvYotlY W+mI �elmslwwe.mtlblwmYduNxtl d.WYp cwnCwnnl,rot hdurnsa.&rfwetac.IMdMdgalmkYrn n,ui1 vetl"IMr 'A reey hung p}a unarb]MSVhowlxxale TbtlMpn YTO Me Dead Wdpde9pn, lYtwFn huica1ed310 pevenl luklLp nl nfiMhd a�vrebwd/w crctd mMnCA qYY.AddIME✓11em1utW adramNleMM61p Iff btlWNtegrtdlw SkdllyuMlorxxvml aMlyvywlNC>SyMel�'mMYawYwdP�rlYdnno3e. rw¢tlgkknce tepwGglM IMICa4rt slagre,aelNery.weclkn W h�cep aI InisEsaul Mrmaniwni vre/,H11/IMI4x1dM0ARda.WFd9aq.[:N WIMt,PCwnV9nn11 9W4 Vab EY BIA. 1fMy IMomtdbn aWAe Ywn lm RMe PUM1NIe.'11tl N.Lee Slteel.aJM312.Nermxll VA11J14. Tugs,FL 93110 0 runs We syfireYesla 1+074=40 TY HIPGIRDER 1 Q JOB Hauer[, 01191 8"IYHq DOaParwr28uppy.Jec"":wAN.Fl3@ss IDwubMl MZpLOfIOPGd eaD4T1GP-L31W10bONpepB�m]PE]MxbA9RWId.4yCVaO4WPNNy'K u.ua ase 30 vne t4-Ta zone nee sto3 m2+3 4+1a 41 a as9 o-e sse sT-0 sT0 sTa s¢w sx n sue Me ase 34 SreN1:002 £x411 sB= 3B= s9= 306= b7- 11 b3= Me .1D= 2411 3 4 5 W6 7 034 9 3510 11 36 12 13 14 15 l�add 12 5/02`7-01= tz o 2 4di I 1T 1' 1 ° 3] 30 39 z] w 41 4243 u 4=464] 4D l� 'f as 2e ze Wp= THC40 24 239 J11524� THDza 21 THD26 18 10 500- (i II 0x10= 1¢112= 3R 11 _ THDH2&3 THDIB THDIB TH046 THD40 iNDl6 1D`12— ]*+0= 6M 608= 36 II THC46 TID46 TH. MAM662 THC40 6rt THD26.2 Si= RIM TH020 THMS THO2Ez MAWS 359 BOA L4 2U24 2 e" 3143 36213 4110 -0 MdYO S] S]-0 5-)0 S2fl 5211 5-13 3]-0 Plata OBsets 6.(Y} .0- ,18025,024),111:0-z-0,02-0A[21:038,0-55],I22:O5 D•O5-0L 123U-28,0.'tD6I24:O3E,0.5-0],r25:bS&O1 E],126:68-0•D'81], Ize:o-5-a 5-1 s-121 LDAgNG(pal) BPACINS" 2-00 C81. DEFL d Q..) Wet 1/d PLATES GRIP TOLL 207- PNbe Gdp DOL 1.25 TC 091 Ved(LL) -0.1]2 1!9 a9BB 240 all 244/190 TCDL 13.0 Lumber DOL 1.25 BO 098 VedQL) -0.32 W6 s905 180 BCI-J- a.0 ' Rep Stress lncr NO WB 0.99 Hors(TL) 0.04 18 Na Ne BCDL 10.0 Code FBC2014/TPI2007 MaWt-MS Well 19]31b 17=20% LUMBER- BRACING'. TOP CHORD 2x4SPNo.2 TOP CHORD Shovel Mb,,sbeadyn,directly applied or 5-9-2 oc puffins, every l BOTCHORD WSPNo.2'Except- ancivarfin s. Except: 1-2]:2x8 SP SS,10-23:2x8 SP No.2 6-0-0ac bracing:2-4,14-16 WEBS 2x4 SP No.3-Except' BOT CHORD Rigid ceiling dia ly applied or60.0 oc bradllg. 2-5,8-24:2x0 SP 00.2,5-20,7-26.8-25,11-24:2x4 SP No.2 WEDGE Lett:2x4 SP N0.3 REACTIONS. (INslze) 1-079/055,18=]41/0.55,23=10-&0.3-8 Mex Hoa 1-522(LC 6) Max 11010Lc e) Max G.rev 1=10108(LC 12),111850(LC t2),212683](LC 12) FORCES. (Ib)-Max.CompDAex.Tem.-All forri 250(Ib)or less except wren atwwn. TOPCHORD 1-2=-18]9510,2-29-2845,5-3'4=-71151/15,833=-]051/15,64-7051/15, 74MI]051/15,634=]0.51/15,69=014098,9-35=014098,1055=0/4098,1011-0/4103, 11-38=015]3,1256=0/5]3,12-1105]3,16-19-14457,1617-2364/358, 1]-18=-202&313 BOT CHORD 1-29=0/16]8],2937-'16958,3738=0116958,28-38=410958,2659=-29/098, 3940=-29/]098,2]-40-29!]098,2]-41-29/]099,41-42=-29/]098,2642=-29(/096. 264 3=35613M1,4344=35613341.4145=35613341.2545=35f✓3341,2546-3543341, 4647-3569341,4]-48-35513341,4849=-35813341,24491 2324-2374310, 1024=3]21104,2351=-1485/0,5051=-1486-7,51-52-148510,22-52=14&76 22-53 2831949,53-54=-203/949,54-55-2831949,55-56-283949,21-5 6=-2839 4 9, 21-57=-22 1],20-5]=-229201],20-50-229@01],1958=-229201] WEBB 2-5=127MV0,2-21-1095]/0,5-28-110553,526=9]14,]-20=-355/10],6-20-/1635, &25-4-7601],6-24=-14651p,22-24---290/1148,11-2h-9 .11-22---71401, 1622=300316.1321=44076,1316=1]091330,16-21=-1311/65,1]-19=-25112113 NOTES 1)4ply Was to be connected together with 100(0.131'x3')nulls As losses: Top chords connected ant follows:20-1 row at 0-9-0 Dc. Bottom chards mnwted as fosioes:2x0 3 rows suggested 0104-0oc.2x0-2 rows staggered at 69-0 Or. Webs connected as follows:2x(t-2 mws staggered at 0 9-0 00,2x4-1 use at 0 9-0 Oc. Abach BC as 1/2'Mari bolts(ASTM A307))in the ranter of the member w/xvashers at 4 0-0W, 2)All loads are o0n ildered equally applied to all plies,except 8 noted as Iran[(F)or back(B)face In Me LOAD CASE(S)secllon.Ply to ply vonnectlorxa have been prodded to distribute only bads noted as(P)or(B),unless D1helwlse Indicated. 3)Unbalanced root live loads have been considered for this design. 4)Wind ASCE 710;Vult=t 30mph(3-second gust)Vast]-101 mph:TCDL=5Ops:BCDL=S.Open;h=2511;B�SR; -xSq assai Cal. IftAftaXtpdrainage to prevent walelo din " e0prnmfnxme RFI0x0 dl xOwCLUDED M1IEx MlGYILEPAoaYarm mt lOPYlO+s filfORE uaF. IYAan MMln,seaNYY•1Ih MNa®cmrecbn.awdeen xooed.rvYw""Paa""e[+.O,ax+Y meb Nrmh]utlW dson,— rixmL rot 111mryil—Re1ue—6w MJmq Os4Tre mulvalay's ry%I.N."Caen,Puamelae.pWSNY" "!deed"M011¢—M LLatA"gWY&.0"�gM1 4.1w1h10 wevem lrecHl3 o+"M}Td lnmweoatl/a cMdmemhe".NY.M]Ilwtl ixeeH+'xW atlnanvJKnl r:a.'"q Pink. M hdw.Kl plat]Ms4MMmdbpeven+cdlW®w11"WWMeM✓1 FYYUNpNenY(Weg3e. la 4sri91dPWe0a ia9vW le TshPaFEM 6 . b[�WM4atagre d9l✓aY.eeectlmaM[tac"gdtnmseavl l"�ryalanc95e1NWM1iYIYC1MhDfei9YM aL91YO.1n0640Vueanl Tenpe� L a9M0 eyxry 111gmdpn wmxe M1an leas Fble YMMOe.210 N.lce sM1ea1.SM31'1.NemM1a VA22314. e6 N88 }pB M[YUN IW)311) IRR XIP GWpEP 1 Q Jeb PeM01MB(optionei BLWM1p Cm�MM$witty.Je[YsmM6.F192R56 o.O p?-i R5RM6 N int Tc WWJW281)9]IS RBIB PB9BR ID:wW4rW11t2pLODOPCtleDSRkCpi-L3rn30bONpep6miFEMA1AWMMYGas04WPRIJyw&K NOTES- 6)This Huss has been designed for,a 10.0 psf bottom chord live load honwnworertt won ahyother I1w loads. 7)-TMs Musa has been designed lora live load of 20 Opsf rr Me bottom chord In all threes wfiere a Fecangle 3801ull by 200 wlde wlll In betea ere Mammal chord and any other members,with BCDL=100P C 4)Bearing at jolm(s)23 Considers parallel M than Value using ANSI?PI 1 angle to gran formula BulldIng censurer should verify capadry d beam,sunace. 9)Provide mechanaml wmWcbon(by othem)dfmM to beanrlg plate o aMe of withstanding 304 M uplift at joint t& 10)We USP THDH2 (With 1&1 hall Into Gender&1 W tells Into Truss)or equivalent at 33-4lmm Me an fila to corned truss(es)to from face of bottom mood. 11)Use USP THD46 COMM W!nails into Girder&1 W nails into Truss)or equivaient spaced at&412 req mea alarl at 560 floor the left"to 25-1-12 to oohed Imss(s)to front face of bottom mord. 12)Use USP THD2&2(WIM 16d mile into Gaper&1 W rolls into Truss)or equivalent spaced at 10-9-0M max.sfanilg at 17-1-&from the lett Md to 4103 to conned tNsa(es)to front tam of bottom dprd. 13)Use USP THD28(With 1 W hale Into Girder&NMD halls Into Toward or equivalent at 26&54 Man Me left enc to crossed Mineable)to Pont lam of boltom dloic. 14)Use USP JUS24(With 10d nails Into Girder&1W Malls Into Truss)or aqulvalent at 297 4Iran Me lett eon to conned Meehan to front lace of bottom chord. 15)Use USP THD28(WPM 1W rolls Into GiMer&NMD nose Into Trus)or equivalent spaced at 2-0-0 m math starting at 33-4,4 ham the ltt and l0 38-4-4 to munect trusses)to from jaw of bottom O.dd, 16)RII all roll holes Mere hanger Is In tooted with lumbar. LOAD CASE(S) Standard 1)Dead a Roof We(balanced):Wmber Increase=1.25,Plaie Increase=1.25 Uniform Lusatia(pIM Van:1-2=-6Q 33-26,4-14=46,14-15=-26,18-17=5&24-30-20,1&23=-20 Corvrenhalec Loads(0) Verb 29-379%F)l9=-2%(F)37=-544(F)ti8 SW(F)39=W(F)40=-509(F)42=570(F)43-570(F)40-617(F)45-511(F)46-511(F)47-515(F)49-515(F) 50-5140 51=M9(F)52-1 all 53=fi05(F)55=-275(F)54-275(F)57-05(F)5 -275(F) Q WI BNAVn-VnNy tlulenperemerenenC eEGO XO)EnrN7e6INO rNCt UOEw MIIEx PEfEa4NLE P<rEMFAArw.109.41016 aEFOXE wSE. �' uu wile]ray us or[y NM xMle4a mnexwlnx 11451ei�eCmA MY paanelen3,wrn.aMhls u,MIIWJAaI WkYrp wm{uwr,ml hrevryilesrt �kFbefore u[e.ion bJk4y Jsslarrer mm1 VAIN NiB4M4abLlNddaxal{zpmiBldiaW popaM1Y LcaWaburn—YTlnlo Na oven do.,.-I- m�MlgwIn. d d�Wal10naleladely B PkM1M1 iapmaeas la�� MiTek' IdwmaMslow MNoW n,ecam note Mrna n 2nmamtlBss,Sum ewMsu lde VA MI4. pBLMYM N'NMM9Cmipw'ar1 69w P[Me Ew)W. adMy IrYwmoXm aVWYe M1em Irim Mle xutlM1ra.flfl N,Lee NSI,911e J12IlBYMEM.VRRRa14. ie,rye,FL 33610 Job T. True Type Ory Pry Measure T9004679' 10473TO T23 Hip 2 I i Job R.N.W.( ' hell Suildi,Compendia Supply, JacesawLNe,R 32256 son a Aa202018 MITek IMusMes.11r. Wed Jul 2014:40:432016 Paget ID:wuI41NIPIZPL000POdaDapxCP92E1a ltFGIEMIpMHtCLYy1S836GVAFJq_NpOT2 aaa 3 0 ]d-0 1]-1-0Y Y6 ex E-0-0 41J. 41M.11-0 a3B O d SIPO Od-lY 11 rut c'l 6d-0 O d &Se 41,10= oa .10= w- 41 wo= 4 5 6 ] 35 9 10 3 11 2 W 1a 14 15 Bao 1z ],10 dm 12 Aho ms 4M c 172 ae a 40 29 28 2 3x6 II 010= ].H)= 23 Y2 20 He 1B We 35- 445= axs= ].So 11-4-0 17-1-12 22.40 zb8d %1-0 44.11E ]59 5118 SB4 S2O bid 644 4fee Plat Offal DCVI It 62A 0-10112d'03403-01126:O360-2-01 LOAD""" O- Ipsq 6P-g`NF 2-0-0 CBI. 7MMFL In Ilial Vdefl W PlATE6TCLL 20.0 PIMe Gdp DOL 1.25 TG 0.5] -0.08 20-22 >999 260 M]20 2IN19O TCDL 10.0 Wmbar DOL 1.25 BC 0.41 -DA 20.22 >999 ISO BGLLReptress Illy YES WB O.R 0.03 18 Na We BCDL 10.0 Cods FEC2014/TP120U] Matrix-MS Weight 399 to 1=20% LUMBER TOP CHORD ZIra SP No.2 TOP CHORD SWCWral wmd aheationg directly applied or 5-5-9 ac punas, BOT CHORD 2x4 SP N12'Excepl' mcapl and yaNart..and 2-0-0 W puffire(6-0-0..):628,415, ]-2],10-23:2x4 SP No.3 14-19. Except: WEBS 2x4 Be No3 500 oc bracing:35.14-16 SLIDER Left 20 SP No.31&O BOTCHORD Rigid Wlingdlrete NppliWor80-0 ocibming. Except: 1 Raw at mltlpl ]-26,10-24 WEBS 1Raw at mltlpl 38,826,425,11-22,11-24,13-22,1318 REACTIONS. (IL1=5106(-53,25=20]BN33,18=10Wp-Sfi Max ax Ho Hoa 1=410) Max U011X 1-](LG7(LC8)8),25=313(LC =145(LC 121 - Max Glav lSl]ILC 211,25=21531LC LC 471,1]),18=10o3(LC 22) FORCES. (Ib)-Max GOmpJMax.Ten.-Allforces 250(M)orawaexwptwTen shown. TOP CHORD 1-3=]52/46,9-10=322/5,10-11=323/5,11-13-5]2U,16-19-2811122, 16-1]-10(%Vi 1]-18=-8]2/243 BOT CHORD 1-29�65,2329=452/805,}26=29]/126,2526=3(K130,2425=-38090, 10-24-3 l34,20-22-1821828.1420=14]995 WEBS S24N30B,3-28=65x2/8,3 8=-396153,28-28-290/386,9-26=3034198, 9-25=-1931/524,9-24-1"1164.22-2b-2021665.11-24_--01 Gb,1320=0422, 16-M-3gur),13113=409/151.1]19=-1]3a936 NOTES- 1) OTES1)Unbalanced roof live leads have been comodeaW for Mls Wall 2)Wind:ASCE]-10;VJt=13WpM(bsecond 9us9 VmE:101mph;TCDL--5ei F BGD(=5.9pst h=2511:3=4511;L�4511;W`1-511;Gat, 11;Exp B;Encl.,GCpW 18;MFRS(directimal)and C-C Exle10r(2)0-0-0 to 49-12,alador(1)49-12 to 44-94 pass:aM Va01W light ayddx ed;GC for members end forces 8 MW FRS for ra dons stlovm;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate dmmge to prevent water ponding- 4)All plates are 2x4 MT20 unless oMawise Indloowl. 5)TNs buss has been designed for a 10.0 pat bofoom Thad live lead norlcowunmel Win any other live loads. 6)-This Inas bas been designed for alive load of 20epef on the bell"lord In all areas entero a rectangle 3-"%It by 2-0-0 wide will lit between Me reform Ulord and any other members,with BCDL=I O.Opst. ])Provide machanlral connection(by others)of trues to Wadng plate capable of vilmdanding 1W M uplift M)oinds)I except glib) 25=313,18=145. 8)GroplaW pudln representation does not dead the size or Ne orientation of Me pudln along Me top mayor WHOM chord. WARNWa Vxlry tlW9npumnlwuMNEfa MOTE,ON]Nq IHa H[LWEa M1OrFx REFEaR NLE PoGEMXAAne limew16BEEORe.. paahn vSld lw-o lv vA91 MIeLW cx,recMs.11t ac9y,alHaml nYY 11-1-.--1 I,x cn hi I.GMAa compw,enl.roi Iw M1em.Yelae 1..do WMR need--1 way,mellod"ohnNolaevan pc,ao,I -.goryMY i-on"saa nwdau,rlo Maowldl 6J0radevar,.Bxfglltlkoleakbpevenl GCMHq olOgMaecalwweDOW/a cN.vdmemCel cNY..i hnyhdaw.bvYp 4dwnY•I d.Wv, dr.eY,I 10 PnVeniCMgx1 MM PowMa Pe,owwalsYm]P^Mau AnIoR. ru�naad.11 le9a�9PIB WWPMSFwIB1A. laxwers slao3a.MNery.aMkm rnAlmfip o110mesadlwryvlemideAlpl/RIIgpIMy CMxb,DY-0eaM aCll Mlab,pCamylnal Tanp.FL X10 9WIYIMwnIWn a-4.IXom lw%ale 1u11111Ne.R1B N.lee Saea1.9111e a1L Na,avllll VAY[311. Joe Trues T-Type Oty Ply Anedade T9OB6530 10473T0 T24 HP I di dripBek Ltrand, Building Componem Suppty, 1erBeonv111a,1I32258 B.O1D SApt202018 M1TeklMutnq IIIc. Was Jul 2014.4D45 16 g ID:wW41WI41IyL00DPCdaOsel:Gp4-4cSLORhIZVW a IDEMEO15�ty"per iodZoWJGyw6To 2388 ea 41A-0 E4-11-0 Y]-0 310-0 &&12 11-612 648 631 3]-0 Sale=1me h1o= A8= 4x1o= 43=36= 4.10= 4 5 6 35 ] W 8 8 37 1e as 11 12 89 13 4p 14 16 BC012 ]x100012 h10 i 45 a4 41 fas.1 n 28 1 %$ a5 e e 2] 310811 bdi)= ].10= 23 at 20 19 18 4r5= as= ]SO 11-43 tZl-12 'ea 2888 351-0 4411-0 ]SO 3114 SPO Std add 648 8100 Plat 011seb(XY} 110.2 b1-0119 PS70311118'O-0-e P331 f24'P3L 0391128'0.34 2-01 - LOADING(Pei) SPACING 230 CSI. DEFL In 0.) Vdetl Ud !l0ohn,10211to TES GRIP TCLL 20.D Plate GtlD DOL 1.25 TC 11.61 Ved(Lq -0.08 20-22 >999 240 0 GRIPTCDL 10.D Lumber DOL 1.25 BC 0.41 Verl(]L) 0.1620-22 >999 180SCLL 0.0 ' Rep Sbeea hal YES WB 0.73 Hor2(FL) 0.03 18 We We BCDL 100 Cotle FBC2014RPI2007 IWA AS FT=20% WNBER- BRACING TOPCHORO 2x4 Be 1,10.2 TOPCHORD Structural wood Mesabi dlreWyapplled or 5-5-9 pa,Mine, BOT CHORD 2n4 SP No.2'ExcepP except and yehlosls. Except: 7-27,10-23:2x4 SP I 6-0.0 cc bmdng:3-5,14-16 WEBS 2x4 SPI BOTCHORD Rigitl ceiling directly applied m6-0-0ac btadrq. Except: SLIDER Lett 2x4 SP NOS1 60 1Row at midpt 7-26,10-24 WEBS fflow M mopt (19-25,11 22,11-24.13-16.13-22 REACTIONS. (IMsize) 1=522Po-56,25109&0.38,18=10138-53 Max Hora 1=d45(LC 10) Max Uplift 1=32(LC 8),26-4W(LC 12),18=-1]4(LC 12) Max Grey 1=525(LC 21),25�IW(LC 1]),18=4018(LC 22) FORCES. (Ib)-yet.CompA,1ax.Tan.-All forces 250 111 or leas exoept when stmen. TOP CHORD 13=]]393,&10-31 V1.10-11=3142,11-13=5538,1149. 118-17=109081L 1]-18=-988/301 BOT CHORD -29=48&182,28-29=5331827,]-28=30N128,25-26=39L45,2425-395/45, 10.24-334/133,20-22-18682],19-20=-209/910 WEBS 6-2 lnl21,2826 292/385.328=-593/341,39=d9W57,9-25=-1951/551, 9-26=-3321610,424=-197/i174,2 2-24=2 01861,11-24=-420/12,1320=0432, 16-20=41828,1&16=-80&163,17-19=236969 NOTES 1)Unbalanced mod Ine loads have bean comidered for this design. 2)Wind:ASCE 7-10;Vu t-1 Worph(3-second goat)Veld=101 mph;TCDLFf5.0pub BGDL-S Opal;Ir25ft;B=151D LdSA;save=51t;Gat. IC EIO B;Encl..GCpiF0.1 8;MFRS(directional)and GC Exterior(2)(L0-0 to 69-12,IMedor(1)1 12 to 44-9-0zone;end verlool I egmsed:C-C for members and tortes S MFRS for reactions dawn;Lumber DOL-1.60 plate grip DOL=1.80 3)Provide adequate dmlnege to prevent wener ponding. 4)WI plffies are 2x4 MI unless olnenwise Indicated. 5)TNa truss has been deslgnetl for a 10.0 psi Eottwn chord live load nonconcuMem Win any other Ilve loatls. 6)-This mss has been designed fora III load of 20.O1 on the bottom chord In all areas Opera a redande 3-e-0Mll by 2-0-0 wide Oil fit beemen fine bottom chord and any other members,wth BCDL=100paL 7)Femme mechanical connection(by others)of truss to bearing plena oepubm of Wilmerding I00Alp uplift et mor.)1 except gnJb) 25F338,18I Q WggHMa-Vully tlevlanpvannnxv enC FFJO HOIEa ON IIDSgNe MEt UOEO MIIEI(FEfERI NCE PRGE MY]e]]-.r69Y1e15 aEEOFE UEE. peg{Tt vgpnuveaYYu'1T MIIekP�cmreclus.Mideepn 6lrie,i wYY�Tu,V�rxnalert YuwT e»]hlwmMMt1MbMYpan Me, Men h"ern l 0Celaeua.11wbWrvl, Va �w n.wl reNry Meapou"" Noldew)n WamelanaM poCaNMaWabltAdepTn Mb Temwdl w e tJ�Erp IX+tlnn. wbcFq trYaletlelo Pevenidi[LRpoIYVWlfa"l lemwebwd/a cMJmelrl[aagiy.NNM YMnprM'mdrenn�n'aeb¢Yp xdwulS�N'.Ired b�q[tlwYa'd io pel¢NCM9YBMI1,IxaYle pMFFM hkEy WJ MaPonYtl0eNe.fa98nMtl PMYa'.cerB9mtNlhe 6Po4 Po14 Esq BMd. naxvseba, Wn tmrtge.tlaWUY.wacM1n and bacl�p or lnrseSaMlnmsY+lemcwv/J1YTn G1NIM ddIMb.11mdV0M Kat kuMlq CUTd1Mn T.1rya FL aiald 1NORRenoR .meel,s4lealz.ge.mod.vez2ae. Job Truce Truss Type Oly Ry AneslaEia T9W4501 10473TO MS Hip 1 1 q i Bultlbp Compared Supty. R356 B.otOSAp2ndusthes , Jul _2O14. 0.420IBPage l ID:wuNZpLODPtleOCp?-Tp010oZ,bRKUrz4byTX8vsDXUbiyT 3-0L P50 1]-092 2410.4 35292 41-40 M9L0 4]-0 4160 8912 11$0 4l8 4N 3-00 S,als 182.0 18= mo= 31m= dm= aw= 4 6 6 35 7 y 8 9 3] 10 36 11 12 se 1340 14 1s I B 001z ANAllo d.a012 q NIO c d 4w5. 3 41 41 �Ilry 13 z n ]zIU= 42 26 Not- ► ISI 8 R 2] 36 II 410= 23 22 20 18 18 sale= M= 4r3= 46= 1S0 11-4-0 1]-1-12 2218 'ffi164 35212 4x-111 ].50 311-0 6412 5212 BS12 648 46l PI1 Ot n,DCYF 110.2 01.13.65 0 0.331 118:06 2-151124'0.3-003-0L I2@03-0D2-01 LOADING(psi) SPACING- 24)0 CSL DEFL In (loo) trmet W I PLATES GRIP TCu 20.0 Plate Gdp DOL 1.25 TC 0.48 Vad(LL) -0.0820.22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 VaBQL) -0.16 20-22 >999 180 BOLL 0.0 ' Rep Stress,inn YES WB D53 HOrz(R) 0.02 18 We Na BCDL 100 Came FBCWl4RP12007 Matrix-MS W6^3041e FT=20% LUMBER- BLIACING- TOP CHORD 2m SP No.2 TOP CHORD Simaural wood sbeatheg erectly appllem or 5-5Sl2 re burns, BOTCHORD 207 SP W.2'Deep(- excapleMvations. Except ]-2],10-23:2x1 SP NI 40-0 oc bradng:3-5.14-16 WEBS 2x4 SP No.3 BOTCHORD Rigid waling directly applied or 6-0.0 oc deong. OTHERS 2x4 SP No.3 WEBS T-Brace; 2x4 SP No.3-425,11-22,11-24,13-22, SLIDER Let 2M SP N0.319-0 13-16 Fasten(2X) T and I brava to morrow edge of same With 11 (0.131'141')rafts.Mn o.c.,with 3in ml mm on and distance. Brace must cover 90%of was length. REACTIONS. (Ib/s m) i=513105-8,25d112N&8,18=t000N59 Melt Hort 1=-0IGLC10) Melt Upilt 1=95(LC 0),25=328(LC 12),18=-180(LC 12) Max Grsv 1=516(LC 21),25=21%(LC 17),16=1012(LC 22) FORCES. (Ib)-Mex.Cora,dAax.Ten.-Nl forces 260 gb)or tees aerator when show. TOPCHORD 1-3=457MN.9-10=3339,1011=33114,11-13=4503/8.16-19-291/14], 16-1]=-1083904,1]-13=980293 BOTCHORD 1-28=-445054.281495988,]-ZE=-0Ot/125,25-28=441/50,24-25=-041150 1024=339/134,2022=-1]9/649,19-Z -21MW WEBS 6-28=11/307,328=-585/329,3{ 3]3181,26.20=258(3859-26=-323/038. 9-25=1961/540,9-24=-214/1224,22-24=190186$11-24=41M7,13 2 406, 16-20=96N3813-16=914/6 17-19=234858 NOTES 1)Unbalanced mol Ime hand,have been wname as ton Mas chair 2)Wing ASCE 1-10;VUIt=130mph(3-mand gust)Vasd=l Olmph;TCDLd.0pa;BCDL=S.Opa;h=25t;13=4511;L=45t;gave=511t;Cat. 11;Exp B;Error,GCaI 16;MFRS(dinectwag and C-C EAerlor(2)00-0 to 8-9-12,Inmhodl)8-412 to"9-4 rare;and verllcal right erpa bdC-C for members and tomes 8 MFRS for reactons shown:Lumber DOL=1.80 pian,gill,DOL=1.60 31 Protide adequate drainage to prevent water poadifig. 4)NI platsa are 20 MT20 unless otherwise Infrared, 5)This moss hes been aesgned fon a 10.0 psi bottom chord Ilas Iwtl nonwmwrem with any other Ilse loads,. b)'This tares has been deal fora live load of 20.Opat on Me botl0m chum in all area where a rectangle 3.50 tall by 2 0 0 wide wall fit hetween the hotbm atom and any other members,WM BCDL=100pef. D Proade mechanical wnnection(by others)of Imes to bearing plate armed of wiOatanding 100 to uplift at 11 arm i 0l=1b) 2528,18=168. 8)Warming:Addltlorel permanent and stability timing for tares system(not and a this component ansign)is always required. Q iwax..Vxay4Wpnpe,mbn eM aE40MaFES ON.INe wLL.AMEN massa mine MIFIO]m.tatlYNIE aEFaflE USE. nu,dn valtl fa i,s<onlY'wlm mlek0 cavrr.Im.nuYrle9pn klx,mtl ou,alwn[zv,anelers Lvrvm.wJb lot m M1MWa Ir.MhY1 cdeWrenl rot a�MtAn.dIum.no"sdxp dWMer.vent Me 4TM:d=alnafdeYT�as.. mgrs WFehV l,caWmb ntcWd�Inu Mvovatlh � e plop�Yjn.w�spxdkaeUktogevenlp N[pd MNkW Norweb Wl/aawOmem� aiY A6�a�Mvl-on- aMpennd'andocRp Bo+/aM�egWn'Ix+retmrMadio PeVenl copa�MMP+�aGeiv-lea LMxYagPW>IY6antge.(w 9ww�tl 0Ukbnce = ®M Im.Ewn&A. aYxhcgbn adq]e.OdM1aY.are -daclpollN6esvN lna>plenµsse/,N9/Ml OuohdiW,ea6'aYYh4 LCM wtly,BeemWmal Tnry4 FL earn sonab nygnpMn woyNehan M®nOb1WMa 21e N.Im Saael.aap312 NeimW VhR2J14. Job Trusts T.Type MY Ry Press.. T6089502 10473TO T28 Hip 1 1 Job Relerewe(opbo0all BMMirq Comporwm Soppy, Jedmonelb,F1 MM 8.O108Apr202016MUTeklMuarieslro. WOJU2014:40:412016 Pa,91 IDwW NI,1 pLODOPCda0azkCP2-VOAaMmiBaWd DA &MpU SMN17"T_ 390 hS0 908 2332 2848 3 14 4140 �TT'S 3]-0 3100 P]-0 8210 419 316 S1b2 3]-0 S_1_1 US 410= Z9= h10= 46= Y8= 4010= 4 5 6 35 7 96 8 0 37 10 30 11 12 as 13 40 14 16 6.00 12 ,o ,7,00L2- Nut G 4M i 3A 41 b h11] 0= 42 I 1 111 29 est 2] I� 'I 96 1 4,10= 24 23 22 20 10 13 3X611 ass 410= 3xi I:,- 45= ]SO 11dA 1]-08 1]--12 2332 288 35514 4411-0 ]-50 311-0 S88 3 i 3F8 61.6 318 B12 Plat 011sed(%.VI- I102A0.1-0L 13'0.5-1303-3118'08-9 OS91128'03362- 21 LOM NU(psR SPACING 2-00 CSI. DEFL. In 0.) Ihlall Ud PIATE6 GRIP TCU- 20.0 Plere Grip DOL 1.25 TC 0.40 Ved(LL) -0.0]20.22 aeBB 240 Nf120 241/180 TCDL 10.0 Umber DOL 1.25 BC 0.0.5 Ven(n) -0.16 20.22s999 180 BCU- 0.0 ' Rep Stress Incr VEB WB 0.71 Horz(R) -0.03 24 We Ne BCDL 10.0 Code FBM14RPI200J Matdx-MS Weight 30816 19'=20% LUMBER- BRACIN(G- TOPCHORD 2x4 SP No,2 TOP CHORD Sbeftual wood stleathing direc0y applied or 5-2-7 mp rim, BOTCHORD 2x4 SP No.2'Except' sxcepl and wartla Except 7-2],9-24:2x4 SP No.3 60.0 oc boding:3-5,14-16 WEBS 20 SP No.3 BOTCHORD Rigid cellirp directly applied or 3-105 oc bussing. Excel: OTHERS 2x4 SP NOS T-B. 2x4 SP No.3-9-25 SLIDER Left 2x4 SP No.31-6-0 WEBS T-B.: 2x4 SP Haat-10.23,12-22,13-16 Fastenl T end I braces to nerrow edge of web MIN 100 (0.131'x3')news,ein on,M8131n mlMmum entl USlence. Brepe must rover 80%of web length. REACTIONS. gbsi 1=69405-8,24=1827/0-36,18=1115/05-8 Max Hort 1=360(1.010) Mex Uplift 1=457(1.0 8),24=-309(1.012),1S=-166(LC 12) Max Grev 1- 9 CL021),24�Ml(LC 17),18=1126(LC 18) FORCES. (Ib)-Mex.Canp./Max.Ten. Alllorcea250I1b)orleastuept Mlenslloval TOPCHORD 1-3=1061/183,47=<09112.7-9=C1W112,9-10=68W31,10.12 89945. 12-13=09545,18-19-354/145,1697=1218298.1]-18=-1089287 BUT CHORD i-29=-4(11980 28-29=-488896,]-26=2931122,24-25=-190/0490,325=1777/510, 22-23=-10&601,20.22_174/28],1920=-21611006 WEBS 328=-716134q 328=22298,30=86097,28-28=-229486,9-25-28Z699, 9-23=-196111 17,10.23=745233,10.22=-107/464,12-22-36113-2 Ou78, 16-2 --321/49,1316=1134/1)1,17-19=-232/108] NOTES- 1)Unbelarced roof live loads have been considered for its design. 2)Wind ASCE 7-10;Vu1t=130mpd(3seoond gust)Vssd=101 mph;TCDITS.OpsF,BCDL6.0ps1;h=25ft;8-458;1.=45X;savez6ft;Cat. II;Exp B;End.,GOpi=0.10;MW FRS(dlrecllonal)and 0 ENedor(2)0.0.0 to 8-9-12.IMetlor(1)8-312 to 44-94 zone;and vedlcal NM exposedAC for members and Irtmes 8 MW FRS for reactions shown;Umber DOL=1.80 plate grip DO1-=180 3)Provide adequate dreinege to prevent water pcmding. 4)All pMas are 2x4 MT20 unless otherwise indicated. 5)This buss has been designed for a 100 pal bottom chord Ilve load noncomuneM with any other live loads. e)'This truss hes been designed for a live load of 20.Opsi on She Whom chord In all areas Where a rectangle 3-6-0 tall by 2-0-0 wide MII It between the pollam card and any other members,with BCDL=10.0psf. 7)Provide mechanical mimepdon(by others)d[mss to bearing plate capsde of withstanding 100 lb uplift at Iomus)1 except Qtdb) 24=339.13=165. 8)Warning:Addti0nN permanent and sprout,bracing for mss syeism(not part of this component design)h always require]. Q W9RHNever"wan3vmn wespEAPNOIEe PY.RNO M'C4/oEO MIrER aEFEFA.'s,aE NIF]Ila m'.Iderea15le.USE P%yr wYdld v¢oNyMA M1eMOCdetcbrt RYtle4TkCvaNdYY�r Wdne�n Nnurt agkld In MlN@ ldNSy dnybrisnt.rot h�i vyaHm.�Im W.IIa dWrp tlarbKl lnW vaIN11w al.{XICo[YIN oltbYwi padnnlersarcl gKerly MgMaebxwba�rrinb M16��ad IaISU�4T.aui-91rvCNBdkbPe�edr%NrGolkMtl JLrn WebOMnclvdnienYl99dN.lWbMKmP+rdYadralnmeMdMq e kd+/nM1 raPAaOMilttltlYadbPaWMCM�ewMrW�'M!%�rdM hl,Yaq C�FeMO rte. Fro ondaYaicaders, rust 6Po4 Vete EW BMtl. salt brtllppJe.delNay.ereclbn Ame Jpolriw.bw Sees..acreMMl/ryI141amh CRwb.DM99aM eCYMMgCdnpmxB Trusts.FL ltlto Nsly IwwnMM awl@L Ydn 4w Mb knikea 218/0.lee elrwl,SIIe J12 NeXd f11 VRYL919. Job T. Truss Type Ory Ply Madame 8094533 1µ73TO T2) Real Spxul 1 1 '. �rrJOb RelWellce(oD6onall Building SOPPY, Jazk»nville.Fl32256 pLODOADr202019 MITeklntluslnx,Inc. `MFTd2014.40.4920111 Pagel ID:ruIMNIitZpL000PCtla0.1k11-INfrepkGEIOPOPJO'I3TbF160chV1anROYBmeBIywBSy 1 A13 o. ae l9 •air 4xHQ 3]D ano9 snD ~ sae s.lo4 F szas�lasl ax3)d Sum =t:ase 7M 12 a d5- 46- m.A6= 4x10= 38= ]x10= ds= 14 xx`� 0.a10= 4 5 943 ] µ B B g 1D 4 11 1 1518 P 13 18 20 ado 12 nt0 41 UE o d 1 t2 h10= h4 10= 21 _ p rA 4 4x10 3] 3s 35 N B 11 4x10= 32 31 a.3 8x10- 28 ui N 23 axs II ax1D= ax1D= m= ]50 1144 1]-08 1]--12219012 2380 30.108 3C-10-0 341A N-11-0 750 3114 SbB 0 d LBO 4-004 419 3114 3ab 383 pareaDmagi f 2-00 0113PS308411120 12Etl0ell 9J-0EIXIal 116 008 Eadel 121451403- 112]'0596-031129' .... .. .3P 3'03 LOADING =ICING 280 CSI. DEFL. In pool Weft tW PLATES GRIP TCLL e Gmp DOL 125 TC 0.3] Vem(LL) -0.0] 28 >99B 240 MF20 244180 TCOL ber DOL 125 BC 0.44 VemQy 01828-29 >999 180 BCLL Stress Incl YES WB O.B] Horld L) -0.0] 32 Na WeSEIDL e FBC2OTVTPI200] mid.-MS Weigh 39)ID Fr=20% LUMBER- BRACING TOP CHORD 2xd SP NO.2 TOP CHORD Slruamal xoom sampling mfrecllya{plied or 5-1E oc miss, BOTCHORD 20 SP 1,0.2-E=Wr erupt and veNcels. ExrxPC ]-35,832,11-30.1 7-26:2x4 SP N0.3 888 ac bradng:3-5.19 WEBS 20 SP No3 BOTCHORD RgiticeIing Olredlyappliemor3 2oc DlaxIM. Except: OTHERS 2x4 SP NO.3 T-Brace: 2x4SPNo.3-933 SLIDER Left 2x4 SP No.313-0 WEBS T-Brace: 2x4 SP No.3-1031,18-25 Fastan IV) T and I braces to harrow edge of web eam 1 W (0.131'x3')palls,all o.,MM Nn minimum and dstaoce. Brace must cover 90°3 of costa length. REACTIONS. (IWdze) 1=684N-5-8,32=183710d0,23=1111N5A Max Hoa 1=266(05 12) Max Uplift l=34(0512),32-289(11C 12),21-1]6(LC 12) Max Gray 1=684(LC 21),32=183)(LC 1),23=1111(LC 1) FORCES. (ID)-Mex Comp.rMax.Ten.-All fomes 250(Ibj or leas except 841en sM1own. TOPCHORD 1-3=1W0225,5]J52/198,]-9=459/186,&10=6]4/198,10-11=11251314, 11-12=1215/323,12-15=-1118303,1516=-1116/303,16-i]=-1215/329, iT-10=192/31],21-24=-36B/1µ,21-22=1185/315,22-23=10]0285 BOTCHORD 1-3]= Gil,36-3]=4691955,]34=298/122,3233=-1800/420,433=-1]3Gµ8, 11-29-4=3428-29=1941133,n-28=-191/1183.9-2]=-294115,2425=-284ASD WEBS 38=96 05,6311=33269,338=68V331,3438=1841422,934=-24V8]0. 931=-16V1047,10-31=-10]]24],29-31=8]1533,1028=18]/1050,25-2]=12PI646, 18-9=202/1120,2125=-525260,18-21=9255353,22-2b256/104] NOTES 1)Wind: SC root live loem3 Deva been considered for this design. 2)Wind ABLE]46 pI-OJ80mpb RS(d0ntl gust)arid=- Extern TC)0.0-0 to 6 BCOL3urroh tt=258; 1=456;0,44511;eafor(2)Cat. 3 Exp R;Enc-.,G,Inter 3;MFRS(tllr 94 ort)and CL Exal night 0.0010 611-6,mtemor(e 6-11-610 3010$ExtMFRS for r(2) 30-108103berDInleOor(1jate r1p0449-0zone;eM vemlwlmgxt e141oaeU;C-Gfor members erq lord8MWFRB for readlone stloxm;Lumber DOL-1.60 plate grip DOL=1.60 3)Provlme adequateMT20 unless, to prevent water holding.1, 4)All plates are 2xe n desunless Ola 10.0e Ir Who tl. 5)The Imushas beenn mysignefor a Liv ps1boxedchord nMload llm ChOcurrenl x1111any ssherW live Ioama. 6)'Tris tmsa tbeenmesigrWmforalive mad of ember , ill bottoms Ca in all areas wherearedengle 3-69 tall by 2-00 wltle vtlll lit beMean the bottom dorm entl any oder members,ha,w90 BCDL fixable f ])ProNtle mcal connection(by others)d Wes to beamng plate caped¢of wlmslan0ing 1001b up118 at IoIDt(5)t except gl=1h) 32=289,23=176, 8)California!putliti representation does not depidd"h the sloe or the orientation oI the pMin along XIe lop and/or bottom dchain.W 9)Warning:Additional permanent elm stabltity hrecing for Muse system(not part o1lMie component design)is always required, Q WAWNN mus -Poex,PFAD IpIF9 QY IIYINOWCLUOEa IMEx PVEMHCE IIOEMF14Am.leYVSYIaIVOBEV4E 6¢911 W{]M wdJy WXI MIekW cwnBclai TtmaMl•LmetlaYYupn pam,elersegwn.pg9ldmYM4]�d dprp mnywmertl.ml b9me,exee.Be..M.Bw bYlptlpe-1hun Va6NRegMh�leYoltla=la,Pamrel.—.-1 YYwwryu arm—rY and 0ll'a oveldt Mp W¢I.WOcxgxu4alem4pm—,nl MxllXp alrcMM1ad YMWIN,. xOOry emMen Y.M�.d"Ounc.dx Md Ma. daalp M e ' a Rwq>IBGR¢<1 Nn elYAXYtldlo pevenl cc@9 1.und Imetx,mm, YadwMItrues,..r«6sreaP.reakeWdq ne WavN.EenBW. Searnami lsixi melxery—ami Ri MaAp ollnmesad LwaWelM reexxX11m10WYIYcnIxIa B93n OM XCf14WTPCMMMIxa )ene4Ft liond C" hxly INnmaXm avtllMe Oan Irk Rale MXMe,R19 N.lee SOeal.011e 312.NeimAh VR Y131 E. Job Tnues Trul Oly Ply Anastasia - m0 504 t0373TO T28 Root Special 1 11 Jab IG allMB(mfmd) Building Component 6uppry, Jaduom411e,PI32266 LCMKdpr20201-M c3lydutdes,us' Wed Jul 201440:5t2016Page l ID:wubltNl?1ZpV.W ade05xkCp?-pmgc3 arl8tFTO]11V0KIpsexe_KIKMVFFFw)m05w b]-0 ]d0 1]4B 21-1012 4ldd p;B11 ' t,,' 38615 100%1a <1M 1411-0 b]-0 3160 &]d 41W 4-002 1 a2-0 32-0 0.e-V 338 M a SRn 6mw=1:8]6 iW12 +a_ 45 44- 13 4x10= '.�_ "M19= 46= 11:10= 4 5 6 7 B 10 11 1015 18 17 POV 42 0 43 M 12 10 eonl2 0. Ti10% 0 4w5 i 45 4t-- 1 r 'y 2 3t I Y a ]alo= sx4 no= � f4 ]�I`eZ 35 34 33 Gala= 36 ii .10- 33 28 29 ry10= M 23 22 21 3a II 4x10= 460= 4x5= ]s0 11-02 nae n--lzzl-la-lz zaad 3Otoe 34100 61160 a4n.0 ]s6 ane Sae a-0 4ed 4.ta4 r1a site sae ea3 Plate Offsets Y 1.P2-161-0 3:065635 12:OL06i-0 1P.O65 P2-1 25:658642 ]:6680-4-0 32:x3-0U39 LOADING(psi) SP-"`G 0.0 PACING 200 C81. OE0.. In (bc) Vtlefl W PLATES GRIP TCLL 20.0 Plate Gup DOL L25 TC 0.02 Ved(LL) -0.13 28 6899 240 MT20 244/19D TCDL 100 Lumber DOL 1.25 BC 0.80 VW(TL) -0.3128-2] X999 180 BOLL 0.0 ' Rep Stress Idrr YES WB 0.65 Horx(TL) -0.16 30 ma Na BCDL 10.0 Code FBG2014/TPI2007 =ands-MS Wright 374 111 FT=20% LUMBEW BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stlucbrat wood sM1eatNlq directly app0atlar310-146c pulltru, BOTCHORD 2x4SPNo.2'Euepf' exwpl erdl yerllcals. Except ]-33,9-30,11-28,15-24:2x4 SP No.3 60-0 oc trading:3-5,17-19 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 33-8 oc bredng. Except OTHERS 2x4 SP No.3 T-Brace: 2x4SPNo3 931 SLIDER Leff 2x4 SP NGS 12-0 WEBS T-Brace: 2x4SPNo.3 10.29 Fasten(2X) T and I brews to Gabber edge of lead a th 10d (0.131'x3')nails,Sn o.a,wfth Md minimum and and... B2w must .or 9096 of web lenglh. REACTIONS. MV.1 e) 1 ]39-30,30=1 W6i 8,21=1 10,Vft 5-8 Max Horn 1=254(LC 12) Mex uplift 1=41(LC 12),30=282ILC 12),21-1 59g-C 12) Max Gray 1=8]8(LG 21),30=18W(LC 1),21=1 1W(LC 1) MINCES. (Ib)-Mar Corh,. .Ten. Allforae5250(lift.dsselmepltMm.horen. TOP CHORD 1-3=1050232,6]-514/135,]-9=-52&136,9-10-49620,1611=131&1]0, 11-12=-1044/12],12-13=-1194/181,13-14=1200/1�,14-15=1044/138, 1516=-1390.202,19-22=-38&134,1&20=11 T]/JOH,2x21=-106&289 BOT CHORD 1-35=43892],34-35=-45684$ ,22 9N120,3O31=1024!41/lD2,2-1]551415n 1 LD=46W143,2fi-2].24flq 355,2528-28&1423,1525=-34]/102 22-23=-2151)82 WEBS 334=610/302,32.65fl/110,32-34=20]/461,&32=-281f/40,10-2B=-10118/258, 42B=-1]8/1084,2)-29-981545,162]=229/1214,13-28=8]p8],11-26=-498?/, 15-26=21&11223-25=1]980],1625=-23YI306,18-1B-1199/248.18-23-43411), 2022=-23&1038 NOTES 1)Ilnbdmwd roof Ilve loads Dave Dem wndgusg fort=s design. 2)11;Es ASCE ,,G p1=0Vuh,18,MWI(3-seomd gueU Vnd C-C impb:TCDL-0-0 tot BCD.InIOr r(1)6 M,BASft;L=ISIf,save(2) Cat. 11;Exp B;End.,GCp1=616;MW FRB to 44-9 4 zo and G-O Egad after a0d f r ar t2,Imah0!(t)6-112103610$umGarExterpoDO 30-102V,34O -ISDn=tlor(t)41 2 4 t0 44-9-0 xone;G-C for members and brave 8 MW FRS lorteadlms shown;lumber DOL=1.80 pate grip DOL=t e0 3)Pmyldes am 2 aW20 unless t0 prevent salad ponding, . 4)All plates are 2x4 n designed otherwise Indicated. 5)The Imus has beendeblgnnedfor la livewfdof 20ctoNliventh Intl Omwwu0enl wlreany=her live Iwda. fi)'This trussen beendasipned foralive load ordthoton CW CDL chard in all areas t=arearectalgia980per by 2-0-0 Woe Will f11 eemo u Ne booem chord endany them) f I members,dig BCDL=10 a of 7)Provide m1-159 d comedlon(by olhem)of lmae 10 beednp plate spatia of MPstmtlirg IDD Ib uplift etfoint(s)1 except Qklb) 30=28221=159. 8)Warning:Adtlltlonal permanent and stability trading for truss system(not pert of this component design)Is aMaW mquimtl. Q WYWWa�yuNybYen every,-vpaE40 MOlEe 0H ie6WOtl![LUOEOYIEN NEFE.G Y40atemeranr.I.". i �rWIJ IOIUR a'IY`Mm MIeML*corvwcWn RkaeS{9ektrmlaiYupenpwanelem Lwun mlM1lwmMlkkxgld4eWp cemrraent ml pwwde=dedda .Balaeumired4M]R Mlr,cv mut wnh tte ep[ItKMlyoldslq,wwr,etersa,tl ggierh teexlvaale mkdv4yn Fron<wcval xm. Wa JpkMceaalklo gevenl l4c=m dmawddlmwwebe»,d/w cmrd meraDw sled.rewxorw lamwwe>nd5�gm beclrxl kahgW r�.4K MexBWIYOM W Wevmlcdl,Lre Wm Wd.Ye.(meats k1,ryaN VIXWrIY0�r4'e. lor9eriertl PMlaa-x,O0w�8r 211'e IMboMtalwgre.�Y.4YpMMnadhac9go/Inr�[aNMnrMemci9¢/,NBVINI W�Iy CiYxb,09B-09aM KBI BUIgneeemW�wa1 Be08 FUFa Em13W. fdMY IiMriwxm a✓�9 M1dn Iran Pala MBkDe.219N lee Sheet SWIe311 NararM VR22314. iurye,fL 33810 Job T. True Type Ory Ply Asoma TB.".945&5 f04TJT0 T29 Root Special f 1 Job Rete nce(O t'lolle) BWIBNg Cor11po11eM 61rypM. Jmksolw1le,Fl32256 B.Oto,Apr20p?-. TUAn. Nes,In XdPJ 2014:W:532018Page 1 ID:w4J9hdNIPQpLOD)PCtleDsxkCpl-me#AUAnnhyWrvMnEVXOPJmGYryNOeYxTgcLKoywe.Su Eta a :n.toa 2 4tza µ11u ata 31Ba at la E sea 4.104 x<.z osz b1a alta 06z zFR S 9mla=LeZe 70312 Sr8 4x1- 01121 415. 4 5 6 ] B 10 tt 13 15 16 6ao 1z e mac 4xs. R 12 = h1046N I� 'a 25 IIg 33 m 32 p 26 2] 0- 23 22 21 20 aur [I °- 4x10= 4x10= d6= ]so 11+0 1]Oa n--12z1.10-lz Mail 90108 34_101A 44-11.) p50 311-0 586 0. 1 bB0 Rio, 4_1-8 314_8-0 33338 683 Plate More,DCVI- I 2>0.101 (30.650.35111162120.2-01 I18'O8 62-1dL2 'D590-0-81126'4_]-1201-41131'QSA DLdI LOMM(pai) SPACING 200 CSI. DEFL. In (4_c) VdsB IN PIATES Bill ILL Plate GOP DOL 1.25 TC 0.50 Vert(ILL)L) 4)AO2425 >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Va t(TL) -0.25 24-25 >999 180 BCL 0.0 ' Rep Stress Incr YES WB 0.86 Hor(TL) 4).11 29 No We BCDL 100 Cads FBC2014RP1200] M mx_MS Weight:362lb FF=20% LUMBER- BRACINO- TOPCHORD 2x4 SP N.22 TOPCHORD Smdurl Saari sheatNng dtecbyapplied m 4-1-0oc Wrllrre, BOT CHORD 2x4 SP N0.2'Except' except and wifteals. Except: 7-3$929,13-23:2x4 SP NO.3,11-27:20 SP N0.2 60-0 oc bracing:3d,16-18 WEBS 2x4 SP NO.3 BOTCHORD Rigid ceiling direc8y applied or 354 oc bradl9. SLIDER Left 2x4 SP No.31-6-0 WEBS IRaw at midpt 1028 REACTIONS. g1,i2e) 1=57M-58,29=184610.3-8,20=110810-58 Max Hae 1=172(LC 12) Max UpIM 1=-73(LC 12),29=-239(LC 12),20=188(LC 127 Max Gmv 1-_683(LC 21),29=18481LC 1),20=1108(LG 1) FORCES. (lb)-Mex.ComplNax.Ten.-All tomes 250(1b)or lass except Man Mown. TOP CHORD 1-3=10671305,67=071208,9-10-5]&1]8,10,11=-1539/349,11-12-12]&312, 12-13=-128]/328,1314_--13951323,1415=-156638],18-21=3]1143,1319=-118]1312, 19-20=-1087/292 BOT CHORD 1-34=-401A334,33M-413950,]31-15275,30-31=-192/638,2P30=-18121367, 9-30-1280@88,11-26=-389/12],25-26=267/1546.24-25=-264(1556,21-22-258596 WEBS 333=-596294,31;>3=-1]Y543,6-31-472]8,3�67el173,7J0-881242, 928=-18211113,10-28=112825.2628-99161],10-26=-231/1304.12-25=-21 498), 11-25=394(194,13-25-]82208,22-24=-18311059,15-22-41181.15-29=-212/12]5, 18-22=-291101,19-21=-259/1053.15-18=-122111333 NOTES 1)Urbelarmad halt live loads have been mrridered for this Caitlin. 2)Wind ASCE 7-10;VUL-13Jmph(35ecand gust)Vast=101 mph;TCD".Opd;BCD"apsi:F-25ft;B4Sft;L=4511:wmv ft;Cat. Ib Fee B;End.,GOyl-0.16;M FRS(directional and C-C Exteriorly)040 to 6-1146,rtelor(t)6-116 to 361 QB,ExSmOr(2) 30-1"to 358-2,IFmmor(1)41-24 to 4694 zone;end vertical right eNmaeQC-C for members and fomes 8 MW FRS for madlow Maxam;Wmbd DOL=1.60 plate gip DOL=180 3)PreevNadequate drainage to prevent water polding. 17 4)All plates are 2x4 MT20 unless 0 hamise IndcNed. 5)This truss has been designed for a 10.0 psi boner MON live load mncomuirent with any opter live loads, .a6, B 6)'This tmsa has been designed for a live load of 20.Opst on the bottom chord In all alae,More a redm,,a 3-60 tall by 2-0-0 was will it behvaen the bots,MOM and any other member. 7)Provide mechanical wmection(by others)of truss to bearing plate capable of withstanding 10011,uplift at Joints)1 except Otdb) 29=239,20=168. Qas.- aECO Nams OR THIS ANO Rolimee ideas Reserve--de-7" 1-16 SeFORE 0SE RWh4xad 1p IW My Mlh MIOaPcmreolu'.c Rh dn'Pn u Wuv]only ups,IOmdeRY,alm.mtl tlha m MxM41 LVllamd cae.renl,ml I�ayakln.derole ula.11<WNIq nim,-.I vcv1N 1.onnx elNol nFas, ulannle,s Ohul lhW[rclY l,culF*"anhle no tlr33n Nholhe ov r pYdlg Seks"t 9IXlg..Fu 15 1.".-F,dlctle9ohlWNtluHina SOY' AS.1 memEersdYy. /upPcvM ian{way and pelmorcnl loch" d+lOM1 letR11M1 Iw padlnvaWlo PlevenhcM4�wnnlwWAe M'AIn11MTYm1po{a11Y1WnoT. me(Rynaolatwe le0ala,Nl Me EQNPUMbRawd. yMyeypnplplOWkRie..Ihoml�n Rnle lntlMe.2la N.lee Snee1,S1113d12.Nera✓JbI V3111tlxb.nl,d9 mq BC5l euYtllq CompanwN 'Eras. 0%10 Jab Truro T.Type Ory RY Anastasia TG199596 IN73M T30 Roof Spial 1 1 Jeb 016 Wilco (odstrie Building Component Suppry, Jed¢omilla,Fl 32256 8.010 )AM 20 POda20IcCp?Wilms industries, Ied Jul 20o4 TO82018Page1 10:wuJ411N1]IZpLOPoPfAapsxkCp9-11,F4 rvVUBeiVVk1S]oeN jgtl l)T11Gc5Pei0yx8Sp %B 1110 4960 24912 30.108 1 36914 1 tl58 44-110 338 1108 560 ]BO 8092 6012 444 3S8 6u1e=180.1 ma- 7.00d-2 a=].00 12 10 0x12= 0x121, 3,5 II S12= Id = h411 35 88 ]x10 910 4 5 0 6 9 11 12 60312 1 32 ] 34 13 6x12 1 4 f 451 3J 9B 45� w= TOO qq 26 25 as as as la I^ 3611 a5= 22 21 10 10 17 10 {6- 36 45= 45= 2[l 410= %B 113D 1140 1900 1]192 249-12 3P1p-0 36111 Hd0 W11-0 0 0 500 04 ]�80 BO-12 - 484 !a.-� Plats Offsets V)- r1,0-24,0-1-01,R102 13,01 1 3.0710919 5928004 69900212 B.0.]-0E 11.0&12 Etl 14:6>10+12 23:0-340212 LOADING(sf) SPACING- 290 OSI. DEFL. In (Ice) 9dsfl W PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TC 0.67 Voi lL) -0.0921-22 >999 240 MRO 2"AW TCDL 10.0 Lumber DOL 1.25 BC 0.53 Verl -02421-22 >999 180 BCLL 0.0Rep Stress 1. YES WB 0.78 HorE(R) -OM n We nh BCDL 10.0 Code FBC201OTPI2007 Metrix-MS Weight 337m FT=20% LUMBER- SPACING TOPCHORO 2x4 SP No.2 TOPCHOPD SWduml rood sheathing dmcfly applied or 5913 oc VAIM, BOT CHORD 2x4 SP No.2'Eoxepl' ex except end verticals. Except &25,8-22:2x4 SP No.3 &0-0.badW,3-5,1214 WEBS 20 SP No3 BOTCHORD Rigid ceiling dl.tly applied or 1040 oc bracing, Except: OTHERS 2x4 SP No3 690 oc becng:24-25,23-24 SLIDER Left 2x4 SP Ned t6-0 4514 oc bmcing;22-23. WEBS Web Brace:Length(membep 5&4(9-29);6311 (&18):8411 (11-19); REACTIONS. All beanngs 0.58 except Qldelgth)22=03-8,25=0.3-0. (lb)- Max Horz1=16T(LC1o) Max Upllil All uplift 10011hor less at(oip(s)t excap 22=-16>(LC 12),25=-110(LC 12),16=-159(LC 12) Max Gh y All reecfions 250 to or lees at joist)except 17132(LC 21),22=1476(LC 1),25=665(LC 21),16=1090(LC R FORCES. (Ib)-Mea Comp,M .Ten.-Mlfomes2W(lb)orlesse=Sptxenslwvm. TOPCHORD 1-3=809/1 A,328=01258.3-5=2821169,940=969245,1911=-9861255, 14-17-364135,14-15=-1154283,15-16=-10522]0 BOTCHORD 1-26=244520,2526=-219/523,24-25=44 12],&24-3>9R5>,22-23=-14061314, 8-23=43]/168,1921-1241913,18-18=163989,1]-18=-23H886 WEBS 325=-546239.21-23=-13806`5,9-23=11881225,9187289];10-19=-911548, 11-19-369133,11-1 4-114 92]0,15-17-2=1= NOTES 1)UFOeMnmd reef live loads have been cmmidered for this design. 2)Wind:ASCE 7-10:Vu1lSpitbph(3.seems!gust)Vitall mph;TCDL=5.Op51;BCDL=S Opsi;h=25R,B715ft;174511;a m=SX;Cat. 11;EM B;End,GCpi=0.10;MFRS(directional)and GC Exledor(2)0-0-0 to&118,Intenor(1)a-113 to 30106,Exterior(?) 36108 to 35-4 6,Intedor(1)36-114 to 44-9 4 zone;and verticel right mtlxsmGC for members and forces&MW FRS for r0adlons shown;Lumbar DOL=1.80 plate grip DOL-1.60 3)Provide adequate drainage,to prevent water poMing. 4)all plates are 3x4 MT20 unless otherwise IndlcatM. 5)This truss has been designed for a 10.0 per Whom chord 11.load ft.Mwram with an,.Me,If.loads. 6)'This truss has been designed for a Ilya load of 20.0psf on the bottom chord in all areas arms a rectangle 3-6-0 tall by 2-0-0 wide Oil fit between the bottom chord and any other msmbes,Wllh BCDL=10.0psf. 7)Protide nimmanical connection(by others)of lmss to bearing pate capable of Withstanding 100 lb uplift at)olnds)I except Qt=1b) 22=16],25=110,16=159. Q ass. VNlx4Mpn puxnreuMaEIO NOIEe aH ma Amo INCLbe.imal,aEFEa<XLE Id OE MPIYA,rv.IM4Ye015aEFOPE VSE �L91 VdN1«ueaYy Mli MIeMArno,oclmz IKo1cL9r�6Ywxtl oM4 re+«�Nrao¢lert Lnwn.aW k Iwm re1MT¢+ruY7.ly wrvnq�n.r,l.m1Is Muade 9elw¢USB.IM FWhp dcbri¢emusl�¢aN lnogxa'k21nyo1 WL6n Wan¢lers«dgW+«IYr�<on*xola fiYS�nTIrYoll'a Quad alrerD a9.na. a«.nvracrnalsro r.ewr,lw<+aroerlrannwlmwwebaxfl«<rwamaaeaew+r.am4nww r«ap«wmdp¢anoWnla6rD MRek' xtlwari re[aiW bnahlllyaWlo q¢V«d<agxe wlm padenanrb FF.ry ad gMerlY dano3e. 1«0.¢ea IX+3�<a repar�x]ap aeae.MEW ass. kdM:olbrt noroa,.delNerv.«¢<Ibn mJ'Ma.'Irq olmweeaM mNeW¢mi meWsl/I9n QwIny CMMo.ou-0aaq ecru arw4tiPCamp4Ma1 tim,FL 3anD aaNy mmimmlen.Iw14+¢e«.,1�mr¢In:nnra.zla N.lea srtaat via a1z eraxaxHn va real4. Job T. T.Type Only Py Managed T908456] 10 "TO T31 Roof Spatial f I Job Reference(optional) &iM'mp Component Suppy, Jeclrswlvllle.F32258 BA10e Apr20 CP?3=Y lmlrrse,Irc. Wed Jul20,4.4f9D2f118 Pepe, 16.w W 11 W l?RpL000PCdeDedCp?3VIOyasAl6PSEefl0190BOYMdf Cla{M4PwU3ym9Sn 3]-0 1190 1]-01. 23+10 3810-0 3644 tli0 WH3Y0 ]-1.0 586 6i-2 FS14211-10 3]-0 6cal.-I A]e s1.= TW 12 10 g 34 11 3b 11 IQi awl 2x411 &tP- 7:10= wall 60012 5 6 6 9 11 12 Bx101 i 3R ] 34 ( I14 46. �1 37 Ms w , 2 � I5 'T 1.A= 1Oz1 6 25 Ina 1 41.= 22 21 19 is 17 ffi set 11 4E= ffi- he= Ib= 2N II N10= s].0 1130 11 L 1]UE 1]- 4 z3d-10 3P1a9 3BJ8 41+o w11-0 a]0 neO a-0 66e a d 6218 7-314 ]314 211-10 370 (XYF Plat 0ffinn 11 a2 0 Ol 130.5-14 411502-&00-CII 0. 8]-&" 1111'0 - 2 Edlel 114'D .. 9-5 1234EtlOel L0AgN6(par SPACING 2-80 CSI. DEFL In (loci such W PLATES ORIP TGLL 20.0 Plate Gtlp DOL 1.25 TC 0.IS Vert(LL) -0.OB 2528 vete 240 NR20 244/180 TGDL 10.0 Lumber DOL 1.25 BC 0.53 Ved(TL) -0.2218-19 vets 18D BCLL 0.0 ' Rep Suess lmu YES WE 0.98 Hor2(TL) -0.02 22 No Na SCOL 1D.D Ga0e FBC2014TPI20D7 Maldx-MS Weight:31810 R=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheetMng directly applied, social and vertices. BOT CHORD 2"SP N0.2'ExvepP Except 625,8-22:2x4 SP No.3 60-0 oc bracing:3-5,1214 WEBS 2x4 SP No.3 BOTCHORD Rigid wllingdlracllyappliedor1000x bracing, Except: OTHERS 2x4 SP No.3 60.0 x bmdng:24-25,23-24 SLIDER Left 2x4 SP No.31-6-0 4414 oc busting:22-23. WEBS Web Breda Length(member) fi-10-10(&19);610.10(11-19); REACTIONS. All bearings 0.5Eexcept gl=length)22=4343,25-000. fib)- Max Hort 1=-172(LC 10) Max Uplm All uplift 1000 crises at iolnt(s)1.25 socep122=-163(LC 12), 16=-183(LC12) M.G. All rsactlons2501borleesatlolnt(s)exctia 1d36(L021).22=1434(LG 1),2536811LC21),18=11001LC1) FORCES. (Ib)-Mex.Comp.IMax.Ten. Alt tomes 250 gbh or leas excep[wtren shown. TOP CHORD 1-3-62211026=0/252,3-5_2871175.9.10-1016243.10-11-1015255, 14-17=39611),14-15=-11]6291,1518=905]2)5 BOT CHORD 1-26=-231,644,25-26-2081546.24-25=-48M 18,8-26__01/148,2 2-2 3=13 8 3279 623=-369114819-21-1311933.18-19=185/1033,1]-18=241A189 WEBS 3-25-564229,21-23_1 41V1031.9-23-1 2094231,9 21-31613 9,9 151=-252A31. 10-19=5&539,11.19-3541145,11-14-1247/318,15-17-23V1046 NOTES 1)Unbalanced root live loads flava been considered for this design. 2)Wind ASCE 7-10;Vuft=l3pnp0(3 second gust)Vasd=101 mph;TCD"apisb BCD11=5.Opeb h=25ft;By Sft;L=453:save=511;Cat. Il:Em B;End.,GCp1=0.18;MFRS(directional)and C-C EMellor(2)080 to 811-6,lotedm(t)611-60 Sat Ori,Extcrior(2) 3O1 a3 to 35-0E,Intedodl)38-0D to 44-34 tune:end vedloal right exciden G for members and forces&MFRS for reactions mown;Lumber DOL=1.3(i plate grip DOL-1,60 3)Pmvida accruals manage to prevent water ponding. 4)All plates are 3x4 MT20 unless olherxixles IIMloated. 5)This mneb has been deslgnM for a 10.0 psf bottom choN live load nonconcunent with any other Ilve cup, 6)'This trees has been designed for a live load of 20.0pef on the bottom chord In at areas attend a rectangle 3-6L0 tall by 2-0-0 wide will fit beMeen the whom c1wM add any other members. 7)PmNde mechanical connection(by others)of muss to bearing plate capable of withstanding 1001,uplift at loint(s)1,25 except 6t=lb)22=16318=183. Q wlaxMa.vvrry tivlenpelsmxrw ens eFloxonEs be lac<vdvdct,adab exaEFE .,,I...')nm.+69Ylors eEFONEuas pmNa ata m,ne arvwnm mw9n�rred"wRaucknii--Nvwenn -'d-r' wr."'la a,rr--n'Wrlxpw. ,nm I-lrtclIre I JId"WµNwy mnlwdlN1.gGkally oltlNUr he"veal Warp rHtltlrt eFp lMk:al1 Ial"gerren1m1d3apolyxaw9YJ lnmwebatl/wcMa memEe Mv.ldalbal remp'w aM pxm"renlaocYq k- pa {5reraYalranot1111vrmal"ryxvenlcdgs¢MIn G'mtl ew�ragl111{ryatl Q"I>alry rNnrQ"R. f"rgrnwrd ead�x' reP�aip Ne seal pyy FVlaM. rx .in vlaegl.Wiverv.axlwn cowl Mo_Yn"r lnNsrdtlmnpilAlM1teeAllY/MI PYlM eMMo.oAdw aM aC9 auMn9eonporwnl Tf^93.q aM10 91AN INwmoxan rnrt9lnd"hen Inm%ale Intl Me.RIB N.Iee9heeL S1N 312Ibxu]h W RL911. Job Tmea Tru.Type Oty Ply McBtada 10433TO T33 Roof Suit Giller 1 1 '. TBOB15301' ,lob on.."R.I.I.(ootlonall Building Component BuppIY, Jadaonvllle,FI 3V56 0.LOMA 20201p?-?e low. Wrai GICkHW014F1:022016Page1 ID:wW4MJIpRPLODOPCdaDertCpA7u mNFu02IRU9'i,o HOdpcPplPeel%jPKNrywB51 0 s]A ]sA n�.o + D4a m.+o.e •tw 1.1.3]L 1160 3140 588 L 015 4�+6 IA-12 041 153]L Yid EC9191626 he II ]CO 12 12 "LED affi� NAILED NAILED "LED 13 NAILED TOO n la eC01z 3"fo. 4r6= 1(pH4= 3.15= sxe= q5. 4 5 NAILEDO T NAILED B 10 1 4x51 38 for N 3M II q 1 2 4 16 O ••III 'A 51 d 24,164] 26 4048 ,. 46- an 11 NAILED 4,10= 3M= 22 NAILED 21 NAILED M 13 tT N41LED NAILED NAILED NAILED 6x8 it 5ffi_ ]x10= gA10_ 4x10= YS= NAILED NAILED NAILED NAIIED TR. NAILED ].5-0 11.8011#0 1].oe ngiz z1.11-T 28o-1z 3SB8 3899 a-t1O 7V0 a 00 -0 SB0 od 40+1 41-s oA+z 441 s1a Plate Oftaels(XYF- I1'0-3-e Eocal 13'06-40.4101170-3-B Etl11e1 (204SO P4EI LOADING(pelf SPACING 2-D6 CSI. DEFL. In U. Vdetl W PLATES Elim TOLL 20.0 Peale No DOL 1.25 TC 0.48 VeN(U-) -0.12 2324 >615 240 111 244/190 TODL 10.0 Lumber DOL 1.25 BC 0.94 Vi -0.49 18-20 >671 180 BOLL 0.0 ' Rep Slow Irwr NO WB 0.93 HorzQL) -0.07 22 ria No BCDL 10.0 Gods FBC2014TP1200] Matiniii Wagon:2901E FT=20% LUMBER- BRACING TOPCHORD 2"SP Nov TOPCHORD Strional wood sheeti diredly appeal or 3-61 oc purlins, BOTCHORD 20 SP Na.2'Excap' except and,elndi Except 7-25,922:2x4 SP No.3,19-22:2x8 SP NO.2 6 0-0oc bracing:3-5 WEBS 20 SP No.3 BOTCHORD Rigid calling directly applied or 3-S10 oc bladog. SLIDER Left 2x4 SP NoS 1-6-0 WEBS 1 Row at mldpl 12-20,15-17 REACTIONS. All beating50-5Erworpt(jW,mgO)25=D3-0,22=938. (Ib)- Max Hoa 1=-2016) Max UpN All uplift 1000 or less alloinds)mcept 1=183(LC 0),25=317ILC 8),22-830(LC 8),17g259(LC 8) Max Gra, All nalons 25011,or less at lolnt(s)except 1=13i 17),25=1016(LC 36),22=244](LC 36), 17=1474(LC 37) FORCES. (Ib)-Mex Compr Mex.Ten.-Af fa.250(to)m mess except Wean shown. TOPCHORD 1 -118]294,32]=4253,35=-31Z12B,e]=80]200,9-10-19]:V838, 10-11=248&'629,11-12-2480726,12-14=4W84 .1415=184&406 BOTCHORD 12]=-20811 M,26-27-19611020,2425=-96Y341,724=b8W2]4,22-23-2239711, 9-23=-21181653,20-21-525N M,1620-15811355,1]-1813]3 WEBS 3-261:136,M-559ill 73,7 26-1611829,9115,t0-21-1&W222. 10 2x3W411,11-20-308'145,12-20=-M1682,12-18=-18.4624,14-18-30&t41, 15 181 41251,15-17-17851339 NOTES 1)Unbalanced rani In loads have bean considered Or this design. 2)Wind ASCE 7-10;Vult=1 Wmph(3-second gust)Vesd=101 mph;TCDLd.Opsf;BCDL=S.Opsf;R25ft;B=45ft: _dSftl eavai Cat. II;E,B;End.,(30pi=D.18;MFRS(diartlonN);and without dght.,.ad;lumber DOL=1.60 plate ghp DO1=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are 20 MT20 unless otherwise Indicated. 5)This floss has been designed for a 10.0 psi bottom afford In load npllcOuMbroem WP any other live loads. 6)'This Huss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-60 tall by 2-110 Woe Wil Bt between Ne bodom chard it any other members,W0 BCDL=10.Opst. 7)ProvlOa m olisocxl conneodon(by others)of truss to bearing plate capaNe of WOstuoding 18316 uplift at loin 1,317 lb uplift at ldN 25,8301E uplift at joint 22 and 2590 uplift at bent 17. 8)Use USP THD26(With 16d nails Into Gloder 8 NASD nails into Truss)or aqulvalent at 26 0-12 Who the left and in contract tmss(as) to front face of Whom chord. 9)Hit all ball holes worms Aargauis in contact with lumber. 10)-NAILED'indicates 3-10d(0.14813')or 342d(0.14W,,12S)toiFnalls.For more detalla refer to Mi ST-TOENAIL Detail. 11)In ma LOAD CASES)section,Into oppll.to the face of the tmus,are noted as front(P)or back(B). LOAD CASE(S) Standard Q WINNIIa-Vrexy Mrgn even Bled PFIn NOES ON ova ANO aaCfAPED MREs PEFEKRN0E Pars BNAR ee onii AT ..USE 0.urfAwsr VmNrAo.,reuONa-11aYea.ttme MI1N1iW.u11,mreipPdm n.,lwMi lveengHplba�LrvXayAMkeuN[4Y1NuUro(dRowa{Tam4'e�xlem¢reYwlmwi nW�aJndpaaWlYwye.%mnhc]auWMandifiraxballee[mJTWrger4cmonmMyonWi¢monlo.vma�itl l rp In"iam ,donft,. mIorwvwin,"wAvo1 10,.Ypen, wrow.E.fMhe mM PeU eFM&tld 'au"Mnnor "Spo- nnn aAmerAwANTIN1OWNG . mNlM . Sorely lrbmWm nand.Yom 1e6 No.. 4e.11e N..fi0ae19ale 3118 Pltannon,VA Val 4. Two,FL Into Job T. Truss Type Oly Pty Anastasia T9004580 GslMUWn 104I3TO T33 Rant Special GiNW 1 1 Job d16 Mlloe(pppwwl BNIUiIg CaryoreM SuppJY. J0Cke0mille,F132258 8pLOWPpA2018Mi?u-mNr"jQUF Wes JuW2 PpJ14:41:02201 "SI IO.wubMJl?IZpL000PC4sOazkCp??u mNFUOZIRU9DVGICBHWpcPplPael)jPKem1vd51 LOAOCA (S) Standen 1)Dead♦Ram Live(balenceJ):Lumbed Increase=1.25,Plate Increeae=1.25 UNfolm Loads(p8) VW:1-35=-80,3-35=-20.4-1=50.&IRU0,10-12=E0,12-15=E0,15-18-30,25 31-0,23-24--N.17-22=-20 C Irate8 Loads Ob) Veli:21-341F)2 1111(F)38=-192(F)37-102(F)38-102(1)39=-102(F140=3)(F)42=3](l 43=3)(F)45 244(F)48-19(F)47-19(1)48-18(F141N-19(F) 50=BB(F)51=88(F)5MB(F)53=-25(1`)54-31(F)%-19(F) V wdaNWOVMII'Oap�meimmHmentlaFlO NOiEa eN Ia6INO WCtWEO EMENaEFEBIXCE VI6E MP-101rev.fOOSROfSaEPoPEYeE Cetlp�vdN lw ux�any MI1vlFc..vvwc4rn lNadxsg�t Wxtl oNY uppnp arebmslw�m.od 6ldm MMdId WNLp o✓tnWrenl.rvl o L�Mlem.Palae ice.IM WIdmJ tlrv9yrei inlrslvally Itp[gMc2alyd WsM pdaneleoadgcPalyhcgpxole Mcd.�n Wb Me ovrdl Iasary r+�rn. N�rvaeakdleeelo pausal r.�danpdmeN4xn nanweomww wamWroaaorvr.oeow�a lamgaaraal>am�d�d+l ddaa9 ]MR@k' adwn�ameee b�rbowno�:r to we�aalealm�wmporael»�:d+4 wvma wwWlv�aame Iw Pw�da�x�d�a�e9dmplre x4a�omnuda9e.aeW«�v ua<nd�wa a«me ol6�meaM na.wWm..�aanxumllaalr cm«la,Duaeaa4 acu uuagcamPooWx eea vM.Fax axa. falMy InlamaXm wtlk4Ae adn I�Rote IrvtlMe.fle N.tBB3hre1.SAIe]1R,Na�uxxh VPY1314, Tn�pa,R Sx 10 JoeTvs T.Type ON Ply AntennaeBOWSBe 1047aTo T34 Rmp Spear!3WCMal Game 1 1 Job 016fibrea(apourna Building Component Supply, Jad¢cnvllla,F132268 B.01OSAgr202 p?-exWmg6KvHjT WeEJMg2 D:4lsb?Iu6Pegel ID:a. W?RpLODOPCtleDSACp?-xGBWoxrASKVH�TaNjECMgDFDM1e4¢b?1uRGgywBSj ]Q-0 14Oe f�3A Rel-0 ' 7Y9 &10e � 2d 6-0oa 00012 410= Scal. IIRS 3 13 is pas 7dd a 631z 14 I 16 10 18 fid B 17 B e 1 I 1B 6 2 B 21 5 4 22 2 3 5] 1 zs IN a � 33 31 m 272e 5251 50 48 4 47 <e 45 44 d 41 d0 30 3B 37 sun 3x6= ass I dell xna �a zap ooiz Plat 011seb f%YI 131 LONGING(psi) SPACING 2-0-0 CSI. OER In Qac) Vtlall W PLATES GRIP TCIL 20.0 Plate Glp DOL 1.25 TC 0,23 Veft(LL) -om 29 >999 240 W20 244/190 TCDL 10.0 Lumbar DOL 1.25 BC BAB Veft(TL) 0.00 29 v999 180 BOLL 0.0 ' Rep Stores Ivor YES WB 0.25 Hm(TL) O.Ip 28 We Ne BCDL 10.0 Cattle FBCMI1 PI2007 starts IVIS Weight 252lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Stral lwood sheathing proadyapplletl 0,600 w purlins, BOTCHORD 2x4 SP No.TExpept' sxceptantivwllcals. 17-37:2x4 SP No.3 BOT CHORD Rigid ceiling dIn dly applletl or 10-0-0 Oa timing. Except WEBS 2x4 SP No 3 B-0-0 oc bmdng:17 37 OTHERS 2x4 SP No3 JOINTS 1 Breve at Jt(sy 53,56,57,58.59.61 REACTIONS. All bserirgs l8-30 emePrgllengM)3491-8,380-13,35=G1-8,32=613,2 -0-tb. (lb)- MVI Holz 52=-200(LC 10) Max Uplift All uplift 100Ib arises al)dnho)44,45,46,47,48,49,50,3a,37,32 map152=307(LC 10), 5Allmad m2Wlb ,less at Mail Max O.v All r.actlo0s 2501E or lass etfol=252(Q 44 45,432 47,48,49,80 34 30.37,37,41,40,39, 315,32 except 52�T1(LC 11),43=252(LC 17),51=328(LC 10),28=252(LC 17) FORCES. (Ib)-Max.Comp Max.Ten.-At tones 250(lb)arias except Mien allows. WTES- 1)UN imced mol live loads have been crosidemd forthis tl ign. 2)Wind:ASCE 7-10;Villo;l arph(3-second gust)Vaed=101mph:TGDL=5.0psl;BCOLd.0psl;1,45ft;B=45ft;1=281l eave-Ift;Cat. ll;Exp B;Enol.,GGNi 0.18;MFRS(di.donal)and"Edenor(2)0-1-12 to 3-4-8,Interohl)3-4-8 to 14-08,Exleror(P)14-0-8 to 17-0-8 mne;caMllever right elgxaOtl:and verilwl left and right eV.M;C C IN...be.and lodes 8 MFRS for reactions shown:Harper 001r160 plate grip DOL=1 So 3)Tess designed for wind loads in the plane of the irks only. For sleds V posed to wind(normal to he face),see Standard Industry Gable End Courts as appfceble,or consult qualified building designer or per ANSUTPI 1. 4)All plates ere 2x4 MTW unless otherwise Indimisid. 5)Grose studs spaced al i-0-0oa. 6)This truss has been designed for a I 0 pat hoprom 41Yad live load nOncomuXenl Mth any other live loans, 7)-This buss hes been designed for a live load of 200pef on the bottom Chad In all News;when a redangle 38-0 WI by 2-0-o aide wlll lit between the bottom chord and any other members. 8)Proode mecheniwl connecllon(by others)of truss to bearing plate at loll 34,30,36,32,28, 9)Provide m.chenIud coram Llan(by others)of truss to bearing plate capable of Afthdanding 100 to uplift at join(s)44,45, f6.47,48, 49,50.34,37,32 except gt=lb)52=307,51=288,30=101. Q W4rXM'G.YMly 4fNenprvmrneen-f,o OIE5anin Is1 aMCLVUEO MnENeEFEPIMCF-1111,]-- IR%R0159Efa.EU.E Rnoo wIplore.-1t I ,aronf .1 I.JeNrxI'W wYYaµnvkH-on Owxn.oMI5KKn,YV,n Hull -1m'r,' 1.ml vi Palwu ue,tta WIgp IX,54rlermml ve�lry ticeppllcaulNolakyn Wlanelenmf pNMIYM.agrmlo mkd n4,b IM wudl blOry de5pn as 1p Yvi:aletllsio gevenr h.ICMYrp ollruMMlurl I�Webad/wv1'v,Jmem�n MY. pa,i x 13mpaaJon Imurenl lxrclrg r1w[Mre[FPPo lq ikdlllyaMbgavmicWlgnaw111rWWrlecel»rvJ FxxV atl ggra4Y Rar'We-ra Barad 9rlrlurce repaIXpllw 6W pub EM BM. lalxxalkn slnerse,eb'Nay.aecXmartl Maclrpol lnlue[aYJ lnrm¢y[Imna welNATI1 SItlIM d'41xW,0¢¢'¢iur'E ECSI WIMIy CwnynW i LL 33!10 SWIy IrMrmaXon rmWAe nen 1NLIXNe YMInrIn.2lr N.lee Street.SIM 31'1 Nevmllh VP22311. �^PE' Job Toes T.Type Ory Ply Annters TBOB4580, 1D4]3T0 T35 Common 1 1 !Job P i (Whicaush Building Component SuppIY. Jerseomn0e,FI32258 0.0106 Apr202016 MlTek llduslrms,ISL Wed JB12014.41.052018 Pagel ID:wuJIrIN1112pLODOPCdeCaLtpy-PSg\?HwIsa10L0V4NlIRurFJXcgOs3vkDbe 18yw&Si 429 9 49 1409 189 ' 468 ~ bS0 ~ 611-0 h61 xale�f W.2 ].W F12 y41 5 13 Bg 2 II 12 g 3e li 4 p a O I b kd �i b 2 2. t I 0 B 6 6 ] 45= 4x10= = 4i6= o-12 18x0 ata o-t9 LOADING 1psf) SPACING- 260 CBI. DEFL In doc) Intel Ud PLATES GRIP TCLL 20.0 Rale Gdp DOL 1.25 TC 0.5] VW(LL) -0.36 ]a x592 240 W20 24 19D TGDL 10.0 LumberDOL 1.25 BC 0.91 Ve1t(TL) -0.60 7A >352 180 BGLL 0.0 ' Pep Slress Mb YES WB Car, Har2(TL) D.01 ] We we BCDL 100 Cods FBC2D14?P1200] MaMx-MS WeI9M:14216 FT=20% LUMBER, BRACINO- TOP CHORD 2x6 SP No.2 TOPCHORD Structural Wood sheathing dlrechy applied or I m purling, BOTCHORD 2x4 SP No.2 except and vedlcala. WEBS 2x4 SP ND.3 BOTCHORD Algol caning directly applied or Sl-0 oc bracing. OTHERS 2x4 SP ND.3 WEBS Web Braca:LangMlmember) 8-1-14(S]); REACTIONS. (INsloe) 10=]186587=]18N-SB Mex H. 10-�01(LC 12) Max Uplift 10-3](LC 12),]-122(LG 12) Mex Gray 10=]18(LC 1),7=]89(LC 17) FORCES (Ib)-Mix.Comp-40m Ten.-All 1o�s250 thdorlPas excel when shorn. TOP CHORD 2d-a6nN2,3-5=-715119] BOTCHORD 510=-216/65$]-9=5&250 WEBS 69-3031 E0.&9=454(/44,2-10-]01/86,&]-601/10 NOTES 1)Unbalanc s mol live loads(lave been considered forthis design. 21 WII ASCE 7-10;Vu0=130mph(9aemnd gust)Vaed=101mph;TCDt=-5o,e6 BODL=S.Ops,,h=25X;B 511;L-24ft;save-�ft;Cat. II;Exp B;Encl.,GCpI=0.1g;MFRS hilrecrbnal)and CC Ededol(2)611210 31-12,Inredor(1)61-121014-OE,Edador(2) 14-0a to 17-65 cone;end vargrau Iefl axPcsad;GG for members and lotces 8 MFRS for reactions shown;Lumber DOL-1.60 plate gift,DOL=t6o 3)This turas has been designed for a 10.0 psi bpftom chord live load nonarwurrent Win any other live loads. 4)-This toss has been designed fora live load of 20.0cal on th bdftom chard in all areas were a rectangle 39 0 fall by 2-0-0 able x91 fit beMeen the W.chord aid any other members,with SCOT=IC0,i. 5)Provide mechanical comeclion(by others)of truss to beefing plate capable of anneal 10016 uplift at loint(e)10 except Q1=Ib) 7=122. Asesta a 1MIy Jnpn P.,.mnm NieaEIO XOFE50H 11IRIXO MCLVOEO NREM PEIEA4H[E PAaEM6]OAne 1hY5YN1E6EFONE USE. Dsaw yv.cay..W®carecY_aiktleYTb09nICNY�F�W�aafen9urvn.wJ alamLWWJrJ d�klYgiw,p[matl.rol Inneryleln.Bs(ae Les..beledeWnenmMvern,Inn4MlwIJ11Y of CYT lons"xnant vu,aeYbcu0.Ne PNdvatI Yao Iluove�tll dlyp WIT.B¢fq MkalW Ybperenl dMiLpdXxIM1kIW ewwebtl[I/vcdndmembe�saYY.PWIMxM ixmRW md'onealbaYq btlVmw�<91ed1w tlylMaWloPe'INattI4®MiT WULEapiemtlbawYmd VWeaYdontga. b�iatl Pkhce re2tllVR'e NW Vub Exq BMJ. kblcalgn Nagae.dtla'NY,aecbn W"Im19 e11MwimllMMiweSceaXovsruVA2w4Mb.BYd9YM gC91 WJInPdxuW'wb hnq.FL aitO RyNytrApindpn wWx`b Yen inn FMb IMMe.R\B N.Iee SbeeL aIle gl2.NeX]M VRRl11. Job True T.Type Ory Fly Anerseve BB5B1 10473T0 T3B Common 2 f Job Relerelae fo0lionell BuiNirg Camporlenl Suppty, J9a1wnlnlle,Fl3R256 Wed Ju1R014:41:052016 Pepsi ID.ml?RpLODdDdCpAPSB ?HMs18LEY4xpRuFldSDMIfiyx i 409 9.1.8 1408 NNE 4-80 4-5-0 4-11-0 a4o T00 Fl2 5 � n1214 II 1 3 4i G R 11 xw II t 10 0 15 0 16 T 4A= NdO= seat_ ase 118 1&e8 et-0 880 LOADING(peg SPACING 2-0-0 CSI. DEFL M goc) Vdefl UC PLATES GRIP TCLL 20.0 Plele Grip DOL 1.25 TC 0.02 Ved(LL) -0.40 )9 s553 24-0 MT20 244/100 TCDL 10.0 Lumber DOL 1.25 BC 0.75 VEd(TL) -a 67 7-9 A31 100 BCU- 0.0 ' Rep Stress Inv YES WB ow Hoa(rL) 0.01 T Na We BCDL 10.0 Cotle FBC201/RP12007 Metllx-MS Weight:131 He FT=20% LUMBER- BRACING TOPCHORD 2x4 SP NO.2 TOPCHORD SWCWrel vaod sheatitng direcffyapphad or 0-0-0 ac punka, SOT CHORD 20 SP NO.1 except and valbcals. WEBS 2x4 SP No.3 BOTCHORD Rigid cei0ng directly based!or 10-00 oc bracing. WEBS IRow at millet 57 REACTIONS. (1ensim) 10-740'65-0,7=7401Mechenloal Max Hoa 10=182(10 12) Mex Uplift 10=-14(1012),7-120(LC 12) Mex G. 10=740(LC 1),7�810(10 17) FORCES. (Ib)-Max Comp.IMax.Ten.-Nlfomea250(lb)orlessexcepta nshovm. TOPCHORD 2-3=-719/104,35=75f4?07 BOT CHORD 9-10=2141004,7-91 WEBS 39 l5B,58=1471754.290=-74WS.5-7-612/130 NOTES, 1)Unbalanced root live loads have been consl0ared for this design. 2)Wind:ASCE 7-10;VuR-1Martin(3-se0cod gust)Vasd=101 mph;TGDL 5.Opsf;BOD".Opaf;h=25X;Bei ft; --24ft;eave=4ft;Cat. II;Exp B;Encl.,GCfi�.10;MFRS(directional and C-C ENeriv(2)61-12 to 31-12,Interor(l)31-12 to 14-08,Eldedor(2) W-0.91017-08 zone;and yefticN left expeseQGC for members and forces 8 MFRS for reactions shokm;Lumber DO1=1.60 pate grip COLO EO 3)This truss has been designed for a 10.11 gaff hokwn cfard live load no tconcunent Mth anyolher Ilve loads. 4)-TMs tines has been designed for a live load of 20.Opsl on the bottom chord In all areas w4ers a rectangle 3801N1 by 2170 We MII fit belvleea the bottom chord and any other members,Mlh BGDL=10.Opsf. 5)Refer to ituder(s)for truss to trues connections, 6)Provide mechanical connectlon(by oglers)M those to bearing plate capable of Mklstanding 1per O uplift at joint(s)10 except 01=11h) 7=120, A....-vRRy NYpn oE,—n—uW Faso NOTES ON TIRE ANOM'CLUOEO NIres a5FEXPNCE FREE BE7173 m.Oosee15 BEFORE USE OyLen udWlauvs.1Win vhR.c—.'IN[ucRisoa Morel orry ....rwm YgINGIrI Mdg canpol "rot 0lmayrlem.Pelee ore.k¢MMrp amU�mwIVMNOieq'TAbMlly of WYT p�amelov.WopwlybcaWalEREUROaRMOC¢wMdl yJhgrMggn ®Mpin'YWeablo wBL'enidle'19go1LYlvkAlrJ lnmwuo W/dcMemellaaaexiy.PWMlvl amPwRyOtlpalmmiMIXYg M e k WmyeaOAee rtaluaO»M,e SNAIFYoN M¢IImuWMmMlsmte 11YMIy Mad9tlMlICYI hIM4q OOTpM4n1 ...Ew 06 W sessalM . fBorn T11mflUle WAFER,218 N.Lee Shee1.sons,312 ,NsooubVis Te e'FL=1 . Job IT. Thus Type Ory By IAnastmie IO73TO T37 ROOt Special f 1 T9l Job Referenda(protons) Building Component Supply, Jecosaftye,In Smse 8.010 a Apr 202018 MiTek Influence.IM Wad Jul a 14: IN M10 Pap ID.WIM4nNl]tZpLOCOPCdaDa p?-BEHCdxedyee HWGgMOTMD]L"2 KNxHYye,BBh 48-0 B4d 14-0-0 19-0e as.e Oda ane 4_ea .e14a8 7411 Smle=1&]s ]m F12 6 15 14 M S II 2 1 4 6 3 5i 2a II 2 as II 1 r � d 10 9 98 0 ] 45= 'etO= Gas= 46= Ptd all 81d P&0 LOADING(pal) SPACING- 2-00 C&. OEM. In Qoc) Vdell UU PIATFS GRIP TOLL 20.0 Plate One DOL 1.25 TC am VM(LL) -0.40 ]9 >553 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.]8 Ven(TU -0.67 78 >331 100 BOLL 0.0 ' Rap Stress Q¢r VES W S 0.53 Horz(TU 0.01 ] We Ne BCDL 10.0 Code FBC20 VTP12007 Matrh-MS Weigh:13416 FT=20% LUMBER- Blaki TOPCHORD 20 SP Nei TOP CHORD Structural wood sheathing directly applkd or 660 m pral BOT CHORD 2x4 SP Nal except"verticals. WEBS gird SP NoB BOTCHORD Rigid calling directly applle0 or 10-00 o,Goal WEBS 1Row at midpt 5-7 REACTIONS. (Ibsize) ]=]l(Wilechanoss,10=74IBO-58 Max How 10=192(LO 12) Max Uplift]-120(LC 12),10-44(LC 12) Max Ghav 7118117),10=740i 1) FORCES (Ib)-Max GamplMax.Ten.-All lome5250(Ib)or less except wfien sM1own. TOP CHORD 29=719/104,3 5=]58A20] BOTCHORD 9-10-214584,7-8=-59di WEBS 09-30&15,5P--14]054,5-0-61&13,2-10-74W5 NOTES 1)Unbalanced Met live loads have been considered for IM1is deslgn. 2)Wind ASCE 7-10;VWt=131tmph(3Mddond gust)Varal=t 01 mph;TCDL-5apsf;BCDL=5Gi Irl B-tSfl;L=2411 eari COL Il;ExpB;End.,(1Cpi MW FRS(dlrectlmag MMC-C Extrafta 01-12 W0 1-12,Imeri 34-12 10 14-0.8,Exlanor(2I 14-08 to 1]-08 astral end vaned!left exGmed;G-G for members and forms 8 MWFRS for Maddens shown;Lumber DOL=1.80 plate gdp DOL=1.60 3)Provide adequate drainage to prevent water poMing. d)The if .has bean designed for A 10.0 paf holm chord live load nmmncunent with any other live loads. 5)'ThIs tmss has been designed for a use load of 20al on to bottom chord in an areal MGM a rectangle 38 0 tall by 24a Wide will fit Nepal the Whom ch0hd and any other members,with BCDL=1O0pel 6)Refer to girders)for true to tuts connecuom. 7)Provide mechanical connection(by others)of Vuss to been,plate capable of witherture ing 1001b upllf at foint(s)10 exmpt at-lb) 1=120. V...-softer Erabn y, ow—nq aEFONO)as ON 1.INO GdLwadO aftew. FEa .IIOEM-ned m.fO0Yf015aEFOPE VSE LbYtl(},v�I-uxe re,Wln leirsrcm Col Rh WAG,a—,d Wy c W'r,hnelen el o,tl t hw on aJidderd t ME p,6Mkn.Palae�.aa ddWhV daUn .meBLLl�W1wb"'IdesewnhmYu1ntax.MWLtttY6NWotl eE�xsYeM�Jnal"xawnehemrsm.]pacpwehlX'h IbaMI MO}R k' .eepannould ekd",murder, ry% border, �.wasul4NlI. .. dedK C�mmp�mwYE. a W4 FL P.a.,aetl. rInessentialprompromotemodlNy Inlatlka n Ghm IM1e MIaR 218 N,lee slhee45uIRJ14.MXRYM V/,'d314. Turye. ait0 Job Trusts Thas Type Ott' PN Aneatmle TBU94893 f0473TO T36 Flet Births, f 1 Job Rekrence o ibnel &Yltling ComporleN Supply, Jackaarnille,Fl32258 B.OtoaAR202018MiTnrvZOFsarT etl Ju12014:4glh-016PagSf ID:rularWl'11ZPLODOPCnaOaxxCpl-troIONZOFHesMT3rrn GLc1OWM_911L)apywBSg A , 3Se 646 li1 P5-0 35J 2-b2 2�1110 ' bA II Nno= w II 3c<= SUW=1M.5 1 2 3 4 III fift m u g8 7 6 5 end= 2x4 II ase= 2,41 II A624 JU624 Jum 3-2e 5$04 616 8-1012 &1A 326 64 Y2 2&2 1 21 Plat OIheN(X.Y1- (8'b40 D301 LOADING W SPACING- 200 CSI. DEFL In B.) VCall Ud PLATES OMP TOLL 20.0 Plate GOP DOL 1.25 TC 0.72 Ved(LL) -0.03 56 >999 240 W20 240190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Ven(TL) -0.06 56 >999 160 BELL 0.0 ' Rep Stores Incr NO WB 0.62 Hoa(TL) -0.00 5 Na We BCDL 10.0 Code FBC20147142007 Mawal Weight:1031b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural woodsheathing Mrectlyepplied,6-0-0oc purlins, BOTCHORD 2x4 SP No.2 axcept add veNcals. WEBS 2x4 SP No.3'ExcepP BOTCHORD Rigid calling diractly applied or 6-00 oc bracing. 2-7:2x6 SP No.2 REACTIONS. 0oraiwa) 5=1131/10echanlcal,7=1809/0-58 Merz Uplift 5=-204(LC 5),7=413(LC 4) Max Grew 5=1164(LC 2).7-1809(LC 1) FORCES. (Ib)-Mex Cornp.Mlax.Ton.-All fmces250(W)Orinss exceptwben shown. TOP CHORD 2-3=-254/42.34=-25042,4-5=567/134 WEBS 2-7=-1174/301,26=167/662,46=-1050638 NOTES 1)Wind:ASCE 7-10;Vd1=130mph(S-second gust)Vast=101mpb;TCDL=5Ap f;BCDL=S.Opsf;R25ft;S2Nft;L24ft;eavexq Cat. II;Fay B;End.,GCp1=0.19;MFRS(tllroctl0nag;candwy6r left exposed;Lumber DOLd 63 plate gni,DOL,-1 BO 2)Provide adeguate dminmge to prevent water ponding. 3)This toes has been deslgr e l for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4)-This truss has been designed for a five Iced oI 20 Opst on Me boftom chord In all areas Ms.a raclarghe 360 tell by 2 0 0 witla wall fit between the bottom Mord and any other members. 5)ROW to giNer(s)for truss to truss connections. 6)Provide mechanical connection(by others)of Was to bearing plata capable of withstanding 100 to uplift at JOIN($)except 0t=10) 5=204,7 13. 7)Use USP JUS24(Wit 1 W halls Into Girder 81od nails Into Truss)or Wulvalent spaced at 200 oc max.slanirg at 4(}12 from the left and to 8012 to connect truss(es)to Pont face of boftom chord. 8)FlII NI net holes where hangar is In contact with lumber. 9)Hangers)or other connection dectcefs)she be pnMded sullident to support concentrated Ioadbd 70 M down and 351b up at -Otbonboftomdlorc, ThetleslpNseleclion of suds connection discards)Is Me haponslbllitymol am. 10)In the LOAD CASE(S)section,loads applied to Ins face of the Imes are noted M IMM(F)0r back(B). LOAD CASE(S) Standard 1)Dead a Hoof Uve(balancing:Lumber Increase=-1.25,Plate Increase=1,25 Uniform Loads(pig Ven:1-0=60,5-9-20 Concentrated Loads Ob) Ven:9=M fl=- 2 E)10=720(F)11�721(F) QWIMIWOVxxy Cublrpeml[rrltenLMFAp NOIEe CX rNIe IIID N$LIgEO1x/EI(aEFflI4NLE/16E MR1<1)nr.rmW^AISeEFOPE U$E beg,r1Vna"'br acta".ln Mgearrumcclas.Ra tle09�b C'3eda3YaWnp�tmebn Lq[M rn]alorm MMTnfdMwg cc�VxlarL rot Inffi Mwrrl.aslae us.Ila tJIWp�Yplwr mrM WIINIM¢Txctarydd.X9rwceldemaagtry,erlYxM.aL trio xa tl%9r11nlo X6ovartl pggyd5'/,.a2aghNkNedblo pev�ItucWryof h]N?d lNnxebWNCllgtlmM121e1sodY./tl,IMv1 hanP Yatl nomla'edbIX.'aV �' kdugsrcWretl MA2rMmJ'to pevenl cdltpa w9Mla�M>Iwmaax r}ryutl gWalY�ntBe ippYlatlglYhrcarpObgM klMcab[[Ioraao.tlellwry.ereclk+narvl dacxpol Fu�aWlnm[yalemxfeelNll/INICWIY CIXe11O,pIXJ9 aMBLL xrMad461Porreal TB . EWBW. falMy InlwmaXm aVtletle tan I�Rath FarMe,RIB N Leo SReet a1M 312,NevmLki Vr12Zi14, ianpt R.FL$ffi10 JOE Truss Trues Type (my Ply An.%aa TBD94594 10473TO T39 Flet Girder I 1 Job Pelererce IODiionap BuiMirg Component Supply, Jeckcomnlle,R32256 6.etO PC 202018Mi-eongZOF lrc. 3m JW20hI)43y]2018Pagef ID:wul41WI9-10 OPCdsO¢kC01-t+olOryZOFHse�T3m✓_GLieOE043ytft_]SpywBSp OrYO d88 e10 6 �0`f 6fi8 d60 Sale-135.6 214- 3d- 3411 t 2 3 R�\ 6 3 aW l 6 3xa=d 32-8 3r8A 41-0 320 3 -2 5712 LOADING(jug SPACING 260 CSI. DEFL In gac) VMI V PLATES GRIP TCU- 20.0 Plate Sip DOL 1.25 TC 0.34 Ven(LL) -0.IXi 4-5 a99) 240 W20 244p90 TCDL 10.0 Limber DOL 1.25 SC 0.25 Veri -0.07 4-5 a998 180 BOLL 0.0 ' flap St.Ma NO W1 0.29 Holz(TL) -0.00 4 No Ne BCDL 10.0 code F8020147P12007 MMdx-MS Weight:Tl lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural Social sheatMng direcfiyepplied or 6-0 purlins, BOT CHORD 2x4SP No.2 except and veNcals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling dlrecdy applied or 6-0-0do bracing. REACTIONS. g6lsim) 5=822Po-18,4=39rMechanlcal Max Uplift 5=-264(LC 4),4-103(LC 18) Max 0.5=822(11LC 1),4=158(-c 13) FORCES. (Ib)-Mex.Comp.ILlax.Tan. All forces 250(Ib)or less except Mien shown. WEBS 1-5=3351124,25=44N183 NOTES 1)Wind ASCE 710;Vult=l Whip,(3-second goat)Vasd=101 mph;TGUI-5.Ops[BCDIr5.0pay.11=25X{13-�511;L44q eave=4lg Cal. 11;Exp B;End.,GCd4,18;MWFRS(dlrectianap;cantilever left exposed 1 Lumber DOL=1.60 plate gap DOL=I.60 2)Provlde adequate drainage to prevent wars,ponding. 3)THIS truss has been designed for a 10.0 be bottom cho d live load rlonconcuaeM MM any other live loads. 4)-This hard has been assigned for a live load Of 20.Opsl On the oMmm chord In all areas were a rectangle 3SO all by 20.0 wI& MII fit between the boom choral and any other members. 5)Refer to girtler(s)for truss to truss connectiana. 6)Provide mechanical opmepdon(by oth ire)of has to land,plate capable of Mlhslanding 100 do uPIM at IOblt(s)except QL-Ib) 5=2114,4=103. ])Hanger(s)or other connection tlevlca(s)shall be pmvidad su8iderd to support concentrated aad(s)1521b sawn ars 66 to up at -0t-8 on bottom chord Tile andlgNselectan of such connection caskets)IS the responsibllity of others. LOAD CASE(S) Standard 1)Dead r Rol Use(balanced):Wmb it Increase-1.25,Plate Incresse=1.25 Uniform Loads(pill Ven:1-3=E0,4-7=-20 Concentrated Loads(11b) van:]=.152 AWARNw4VMly 4plenpnmfoWaeaDHOtE50NTM5dNnWCt UOEO MnEx aEFEPANCE V4eE MLL10Am.rDPY10169EFOflEVSE Wtl,]rtM'tlM vs aiy Mn MleAOrnlrpcbx Rlae4an kt dMYup�n{vrrarrelen 9uw.n.uM klwmYMN,rd MlroxW canrvent rot Pts,,a,.Polae m.IMbJkFpdeebrtw rrulwily pngiNkWINntde.{/'rplarrelersaq PMRrIY P,.aruraI pdeWn MoIlno l dWp tbypn Bulge 4:alankbpeWN W91aV 0IkM1]W Irvn weOOrd/a<Nrrtlrrra�rtuyy N.tlkNq km0.vuYm]�rrvmidafrg kW'vM1eaWetl MrRllrirVVMbpevmlccd4aa MTMPaxerniturd PlaYatlP�artY Wn Y. rd�rnrd mxs�raraP�agPie somas, n.algo3¢.UMKry.er I—ad M1wlpol lna%tOMrocit St als II 1AMGXMN.0YJ9uM aC8 M1tln9CMWMMt BB04PoR.1.1. SdMylNwmolbnUMl'Le Pdrrins FMle YmlMr1e.21a M.Lee SP�lSNNJIR IHm1[Yh 1A Mie Teras.FL aceto Job Truss Truss Type ON Ply Anastasia 909 5951 10973T0 TW Flet Girder 1 I . Job ReieMiTa IInd stria Building Component SupPIY, Jedrsonvllle,FI32256 0.010BAa202018MRek Industries,ICl Wed Jul TlithaX:082d18Page t ID:rnM4nNIRI2pL0DOFCdaO6TkCpR-qt Lld.yB92PjC4GkZIeWUNHg1WpXaBweseMPyweSi d 469 9-10 6 9 4&0 4F8 Sole=1295 _ 324= 34 II �4 2 3 d 6 a4 II 3,4 = 94= 324 3 S)1% 324 T -1T LOADING(pat) SPACING- 2-00 CSI. REFI. in 0.) Vdafl Ud PLATES GRIP TCLL 20.0 Prete Gnp DOL 1.25 TC 0.34 Ve (LL) -0.03 45 >999 240 W20 24VI90 TEAL 10.0 Lumber DOL 125 BC 0.25 Vec(IL) -0.06 45 >999 180 BCLL0.0 ' Rep Shane Inor NO WB 0.20 Hou(TL) -000 4 rVa No BCDL 10.0 Cale FBG2014rTPI2007 midda-MS Weigle:631b FT=20% LUMBER- BRACINO- TOPCHORD 204 SP No.2 TOPCHORO Stmdural Wootl shealhing directly applied or 6-"m pudins, BOT CHORD 21t4$PNa2 except and veNceis. WEBS 2x4 SP No.9 BOTCHORD Rigid caring directly applied or 640a bracing. REACTIONS. (INsim) 4=54/MedharIcal,5=7851054 Max Uplift 4=43(LC 18),5=-246(LC 4) Max Giav 4=151(LC 13),5=785(LO 1) FORCES. (b) Map.CompJMax.Ten.-All fonces 250(Ib)orless onceplxTen from. WEBS 1-5=330/119,2-5=43N176 NOTES 1)Wind:ASCE 7-ID;Vu11=1Wmph(3-searfOgust)Vase=101mph;TCOL 5.Opel;BCDL- .Opsf;1125f1;B-,15ft;1=24X;xby ft;Cat. II;Elm B;End.,GCpi=0.18;MFRS(directional);carfilmr lett exposed;Lumber D01=160 plate gnp DOL-1.60 2)PmW Io ad"Mite drainage to prevent"at po n ing. 3)This Mat has been designed for a 100 pot botlan chole IIW land nonw current Win any other live loads. 4)•This Mss Iles been designed for alive food of 20 Opsf Ln the bottom chord In all areas wTe]e a redarlge 340 WI by 2-0O Wide wit fit belween the bottom chord al any other members. 5)Peter to girder(s)for trues to Iran connedlone. 6)Provide mechanical connadion(by others)of Max to hearing plaza capaNe of Mtheanding I W to uplift at joint(.)4 except OWb) 5=246, 7)HaMer(s)or other connedien deace(s)shall be provided sul8cisnl to support concentrated Intel 13016 coxa and 551b up W -014 on bottom chord. The reagresess,lon of such Connection cevtce(s)N the responalNlgyoi others. LOAD CASES) Standard 1)Dead a Ford ve(balanced):Lumber Increase=_Ia5,Plate Increase=1.25 Uniform Loads(Rh Ven:t-3=40,4-7=20 CalcenMted Loads(ib) Vert:7=-130 QWIaXM14-VMIyEuranpvamtlm snOaEAe NOTE50.V TX19♦MOM'[LVVEYMIEN aEEEa♦NLEIIBEMN]IAm.IOOLMIEBEFOPEYeE. �u putlln WNlw Ye' cdYhllh bxlaM®cwnwcbrs.a6 W9grY4ve[IwYYu{gl paaneiaaslrow.mOklw mYJIWMxIdMllxl comnmanl.rot ..—M.M. Inneyelarl Belwa W,preaWMideWr mW vellN MW 4MbctlIM of We9n paanrelersaM gVPonY�wgxaR IMelmbnlnloll'e ovwull Hi41GrbCT.9WgM]cOlMalo pavem bxkeV of Mub.FY VII¢wah W/«oMdmemhm cflr.MXlnwM Ran0.wadF imawmin.elM1 ek faIWdW•kI.'YMaeMreprnel[rpeieBwaeoeEnyIau.vCttXeMlNAMaMmey.aeM OWIhP�9a paWa✓X LerYOgpd. m WeWe. fwa�aAgJWKa re9a�q Ma 6ov esxr.draed's a' rde EM alulbRxtlXluaRIBNLoes.'surs,=NPsasia6 BM4. ienpe.fL aMle Job Tot$ Tries Type Ory Ry Anastasio T90B9se6.. 10i T41 ROW Special Girder 1 1 !Job Reference : (aOt BNbgCwegwWntSyply, JaCksonvi116,Fl32256 8.010 9 p202016MITexIMUM - IM. Jul :4 :_092016Pee1 IDW ?2pWWPCDGpl.IEVPnzpwtYgEAGqN0iENYeK0cGuryNeSe 00 612 9114 6 b 612 28A SCO FIT 2,,4 II Sul.=1par a 35= 9N= 1 qm A tl 76 4 xta II 6 2u= 144= Sze 442 " a aza 4 z 2-+14+4 2614 Plat OB KY)- n424 LI)112O2-120-2-01 LOADING(psi) SPACING 269 CSI. DEFL In (lac) Weft Lot PIATES GRIP TELL 20.D Plate an DOL 1.25 TC 082 VM(LL) -0.03 4-fi 5999 240 Mi20 24M19D TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ve"i -0.08 45 x999 180 BCLL 0.0 ' Rep Suese lwr NO WS 0.22 H.LL) -600 4 red rya BCDL 10.0 Code FBC2014/TPI20D7 Mat1x-M3 WeIgi 571E FT=20% LUMBER- BRACING TOPCHORD 20 Be No.2 TOPCHORD Stmdurel Woad sheaOMng directly applied m 6-0-0oc pullne BOT CHORD 20 SP No.2 except and varAcels. WEBS 2x4 SP Nil BOTCHORD Rlgld ceiling directly applied or 6C-0 or,bini REACTIONS. gGle1w) S=Atrod8,4=51IMeManical Max Hoz�3l(LC 21) Max Uplift S=-296(_C 4),4-120(LC 21) Max Gray 5=791(LC 1),4=1J9(LC 13) FORCES. f1b)-Mac Comp/Mex.Tart-AH torces250 i1b)Vim exceptaien Show. TOP CHORD 1-2=-164/322 WEBS 1-5=490/255.2-5-452/184 NOTE& f)W1Nd ASCE 7-10;Vult-_130mptl(3-aecor gust)Vasd=101mph;TCDL=5.0"t.BCDL=5.0psq h=251:B-151;L-241;eave-IB;Get. II;Exp B;EMIL,GCN=o.18;MFRS(dirediwall caMllever left exposed;Lumber DOL=1.611 plate gnp D01=1.60 2)Provide Shal le dminege to prevent water pondlrp. 3)This Wm has been designed to a 10.0 ON bosom chard live lead nmconcurrerl Wipe any Oiler Ilve loads. 4)-This 1ms5 has been designed for a live lead of 20.0elf on the broom chord In all areas Mom a rectangle 3 8-0 tall by 2-00 Wade Will fit beMreen the bottom chard and any other members. 5)Rafe,to glele hi)for turas to Wm Op maorima. 6)Provide madlanlcal Vivisection(by others)W truss to bearing plate capable of Wtlhstanding 1001E North at funds)except at-lb) 5=296,4=128. 7)Hangx(s)or oiler connedlon cervica(s)shall be provided sufficlent to suplwn concentrated leader)174lb down and 1010 up at -01 8 on bolom claim. The desigesselec ion of N.V cmnedion dialects)Is Oe Nuidenslblllty of others. LOAD CASE(S) Standard t)Dead a Roof Live(balbull Lumber Increase=1 25,Plate Increase-125 Uniform Loads(,If) VON:1-2=fib 2-3=-66 4 7-20 Conco nUated Loads gb) Ven:7=-133 g1 QWIaNMfi VnXyOWenpvnml[n.Ma ONOT65MIi ANOM'CLUOEOWFE REPEOANCEPFOEW,74"m.fOOSRe118ENaEU5E. 1 N6a�VO1]MIce oNYw•101 MIekA eenwelac lrC tlNalhnsetleWYw+ri Womalors Now�i,adhlamMNKarJ Y�alg anWaienl,rot I h�S yyrBm.aslpe W.11'edA]�gEWW�mnrcenhlrnaLWlc(talH of Cakx�WanielemaM HbcaOwdelli WlL7�lnlolrw ovo111 MAmMd de�N. ®e+alN�mmerowe.�N+I+ we.l5arualv.weomala,ollo�n m«NnN�onv.raowrrE romemrmoaemim.n+aQxa M ek' .tMop�emeed Mx5ldMe/aW+o peWnlcd4xNMnlzNxel OCI SVUYmdpopeMdmNwe. fa�atl �a9s4a n. me4 ano I o. EM aM. mloomr.dolope.dNNtvY.erecllm mdSvie WlmmmdlNsm.md�Nxaumn w.M cleWl.,pu.ev.m eeN NWfilrop..e.rWm T. falNy IWolmaXcn aYrlatle nwn Inas DdexWMla.21e N.lee Serol.SI1e312 NemMla VTZ(31 E. ^P.' Jab Thus TmYType Oty Pty Aneslewe T9o9g59Y' 10473TO T42 Roof SPeoial Girder 1 1 Job Re em,1 (Maracas Bulldllg Gomporent Suppty, Jed4aamllle,FI39256 B.0f0sAPr202016MiTeklrbFwragEm Wed JJ2014:g"aKRCPage 1 - 16.wWM1NIT2pL000PCtleDstkCp2IEVPd[pwIXagEreAGgN3QENgVieK0lcCulywd5e 0 369 B9-0 O 8 388 as 11 Scab=130.3 an tY 3 set fi= 1 qy d C 7g 4 2.4 11 6 3a4= #4= aza a1L 3 2a 60-) LOADING(pal) SPACING 2-60 CSI. DEFL In (I¢) Utlefl UE PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 TC 0.41 Vel(LL) -0.03 4-5 >999 240 MT20 240190 TOOL 10.0 DO DOL 1.25 BC 0.25 Vert(TL) -0.06 4-5 s9BB 180 BCLL 0.0 ' Rep Slane lncr NO W 1 0.15 HoO(R) -0.00 4 Na Na BCDL 10.0 Cade FBC2014?PI20D] Memr,MS Weight:5316 FT=20% LUMBER BRACING TOP CHORD 214 SP NO.2 TOPCHORD SWCWrzl wood sheathing directly applied or glad oc pullm BOT CHORD 2M SP No.2 except and ramcals. WEBS 2x4SPNo.3 BOTCHORD algid ceiling directly applied or 6-00M bracing. REACTIONS. g hm,af) 6=B15IOS8,4715M1echanlcal Mex Hot.6=64(LC 8) Mev Unit 5=-160(LC 4),4=124(LC 21) Mm Gm"I6(LC 1),4=150(LC 13) FORCES. (Ib)-Mar.CompMt Ten.-All forces 260(Ib)or less except when sf m. TOPCHORD 1.2=-116386 BOT CHORD 4-5=-365/64 WEBS I 6=459/149,23=A5O99,2-0-70/403 NOTE& 1)Wind ASCE 710;Vdt=130mph(3 second gust)Vesd=101mph;TCOL=S.Opsh BCDL_S.Ops1;h=25X;B=15ft;L=24IC¢fere-41t;Cat. K;E@ B;End.,GCpr�.18;MFRS(dlnx0Onali;cantilever bff exposed;Lumber DO1-0,60 plate grip DOL=1.6) 2)Provide adequate drainage to prevent water polling. 3)TNa wss has been resigned for a 10.0 pat Eoftorn choral Ilve Isatl nonconcunent with anyother Ilve loans. 4)•This buss has been designed for a live load of 20.opsf on the bottom chard In all areas where a rectangle 3410 tall by 2-0O was wilt lit between the whom chord and env other members. 5)War to girder(s)for burs to facts connections. 6)PmNde mechanical connection(by others)of truss to bearing plate capable of withstanding too Ib uplift at Johns)except qt=b) 5=160,4=124. 7)Hengens)or other connection alevtca(s)shalt be proAded sufficient to support concentrated loed(s)169 to down anal 48Ib up at -0.1 8 an bottom chord The designaeledlon of such connection devices)Is the responsibility of others. LOAD CASES) Standard 1)Dead+Roof live(balanced):Wmber Increase=1.25,Plate increase-1,25 Units"Loads(pit) Ven:1-2=60,2-3=W.47=-20 Concentrated Loads(lb) Van:]=-152 Q fbswen.YMN LnV^p^'MelNexk4aEEO NOIEa oN FII04Na MILLUOEa NrtEx eEFEa<HCE PI4E MR10TJnr.160.L'AIE9EFOFEUEE Intio.m'.ueaeY'atPM'kelidcmrecbrs.M[deLLTbL tlnrYY4�-rrP�m Alen Pvmi�rvJkramYMrM1y+'Y lxaMiocmWicnL rot IrisMbm CelWeiie.11¢lxibq C[UiernXOl ve11N11'e4WIC[dMoIQYT WIarY+Maq ppReYM1Male Rk(br4n1rb11narerUll dAd wan.9WgMkaletlkbl%BVm+rx 1f9WFAtltlLrs WBD Vd/adwrCmArmaiu'iY IAIMM bmlaxT'W1Lerniaerrita¢M M( ek' MMn bd"/UKra#A�MiktllNog 'od r+cdhPay.MrW PrrcrdfVaYa•'Jp4 lYdunNe.iaparsrtl Pwb�a m�d4 pB Baal Pent Feq B1A. IKK:4nalurge.0.iNM'.er "ddW®db�mtlbuww[Itmi®e/JN9M14d1y CIMb.pea.09tlq lCEI4YTpL'9rN%ken+ Taiga.FL Yale 9fMylrlamotlon wtltda M1wn 1�Wk MPMe.RIBN.lee5M1ee1.SIb 312 NBXT116 VR'P]14. Job To. T.T,, oiy- Ply Anastasia 790946861 104]370 T49 Jack-Open 3 1 Job Reference(aotiuns) Buil0,GanpwpN But Jazkronville,932256 8.010 s Apr 202016 MITek lMualnes,Inc. War!Jul 2014:4t:102016 Pagel ID:x 40Nl?2pLODOPCdasLtCp?-mOTo2?_RMIRROO2k_Lcbvz7kdbBHTDUNyLIQ1yw9Sd b e ' 188 64-6 34-0 a SCMe�1"..0 00F,2 d @n4 Ml leal II 2 15 14 A 10% 18 ¢ 1 J 8 1] e Ass 11 h4 11 4d-B 411-8 ]AB a4-e l bT O z-bo Plate O9aear IXVI- f1:0-2i b1-1112'0.1-15 Etlpe113:0.5-06231 LOADING(pot) SPACING 2-0-0 CSL DEFL In gap) Voted Ud PLATES GRIP TO20.0 Plate Grp DOL 1.25 TC O.BB Veal -0.02 5-9 >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.]4 VerdTL) 0.02 59 >am 180 M18SH5 244/190 Sul 0.0 ' Rep Stress Incr YES WB O.OD Horz(TL) 0,00 3 we We BCDL 10.0 Cade FBCWl4/TPI2007 MMlix-MS Weight:43 to FT=2096 LUMBER BRACING TOPCHORD 2x4SPN0.t TOPCHORD fRucurel aOod sheathing drsc8y mplieu or 60.00c WI BOT CHORD 2x4 SP No2'Except' BOT CHORD Rqk CMN dome,applied or 6-60 oc Vack, 3-5:2x6 SP No.2 OTHERS 2x4 SP No,1 MR SCAB 14 ad SP No.1 are side WEDGE Laic 2x4 SP No.3 REACTIONS. (INNze) 4=-16M1eMonical,3=]36/0-543,5=118Adechenicel Max Hoo, 3=1T2(LC 12) Mau Up1I114=-M(LC 3),3=-265(LC 12),5=-116(LC t) Max Grey 4=22(LC 8),3=]38(LC 1).5=91(LC 12) FORCES. (Ib)-Mex.CmnpJMax.Ten.-All forces 250(11c)orlessexdept ahenshom. TOPCHORD 12=1)8@59 NOTES i)AttaWW 8-511 s b 1 to 4,Imnt faces)2x4 SP No.l WM t ro (S)01100(0.131X3')hells spaced W o.c.except:stating M 23-0 tram end at join 1,nail 1"s)M 2"o o,for4-58. 2)Win&.ASCE]-10;VUII=130mph(3-sec gust)Vasil=101mph;TCDL .OMP BCDLd.0ml;R25f1;B=46R;L=24f;eave�fl;Cat. II;Exp B;End.,GCpi-0.18;MFRS(directional)and C-C Extedor(2)60.0 to 3-0-0,Inhaml(1)3-0-0t.]-]-12 zone;cantilever An exposed;GC for members and forces 8 MFRS mr remotions shown;Lumber DOL=1.130 plate grip DOL=1.60 3)All plates are MT20 plates unless olhereme Indicated. 4)Thls truss has been designed for a 100 pat Wall chord Ilya two noncmlCUVent Win any other live loads. 5)'This more has been designed fora live toad of 20.Opsi on the bottom chord In all areas arrear,a rectarpa 3E 0 all by 2-00 MWde x111 fit betwaen Ms b09om chord BM any other members. e)planer to girder(s)for Wes to tones connectors. n Solid blocking Is moulmd on both sides of he Russ at)oIM(S),3. e)Provide mecheMoal connection(by others)of imss to beading plate capable of withstanding 100 I6 Win at Join(.)4 except UWId 3-265,5=116. Q WgPHAWAVUXy bYen premtlen urtl flFAe NOIES aN ra6 gNa M'CLUOEa IMEx aF£Ea.WLEYI4E MM1]0S nv.1.'5 6EFOPE USE CaMWarauw mlYvdm MINID alml , ettmmlaiI1.1 Irnt"'cAy.' eWp�ne1MaLawn dMs mom hIMhW.b..dcspn.c the Wldemn. amrFq Yccohorko ge,cutlbusMpod Io- W on, wmaMl /vkBbr✓J IarMW ab Fem,aenid¢Iq ktlWTarpletl laaktilyaM bpeSenl CCggXe uMn psdeR 59 Yx5YmlPePolrYdme4re. forgemdgiYJmca repatlkg Fe apps f+eM Blvd, Trace. ktlkalbn ikagre.d9NeryerttMmllMIXYp olMmesaW arm Mlerm faq,ry94Ml Y1x/Y Cdlxle,eeBJ9 aq BCL&i4np CMIWMn1 &Nly Yxambon aMkde eanlr�m FMO MXMe,RIe N.Ire Saeel.9lle dIR.NeRa'FYkL VRRRSI4. Tarrye.FL 3361p ane To. Truss type90945 city Ply Amannee ea 1w)3TG Toa aadF0pel1 4 1 Job Refererce(oduerthe BUINiIq COlzgdwNSupply, Jacksonville.FI32258 0.D0PScar202016MITeklndmtrlRR=LLc Rd14r11:102016Page1 ID:wuNdN1112pLODOPCtle0cdCplmOT021 RMIRP0021LLcbrseRdtloHTDUNyLI0lyw00d )86 )901 amle=1215 2 5.00 12 11 0 J, Ad ads— a a µLt 2-612 788 57-12 PIate O,sa6(%Y1- fi'0.0.50.2i1 LOA OINO(pN) SPACING 280 CSL DEFL in Ila) ydefl Ib PLATES GRIP TCLL 20.0 Plate Gtlp DOL 1.25 TC 0.62 Ve11(LL) -0.03 34 >B99 240 all 244/190 TCDL tOD Lumber DOL 1.25 BC 650 Vail -0.0) 34 >975 100 BGLL 0.0 ' Rep Stress Ina YES v 600 Horz(1L) 0.01 2 Na Na BGDL 100 COde FSC201MPI"7 McMx-MS Welght 2516 FF=20% LUMBER- SPACING TOPCHOPD 2x4SPNo.2 TOPCHORD Slrudumlx sheathWdir lyappiMor680ocpulMns. SOT CHORD 2x4SPNo.2 BOTCHORD Rigid calling direc0y applied Or 10-0-0 OC bracing. WEDGE Left:2x4 SP No.3 REACTIONS. All bee Ings Mechanical except gt=length)1=03-8,4=AS8. Ho- Mex Harz t=92(LC 12) Max UpIM All uplift 1001b ortees atlolnt(s)2,1,4 Max Gmv Allmadlons2Wlborlessat)olnt(s)2,3,lexcept44W(LC11 FORCES. (0)-Mex.Comp.Mlax.Ten.-All fomes 250(Ib)or lead except xnen simis, NOTES 1)Will ASCE 740;Vd1=130mph(&second gust)Vaetl=IDl mph;TCDL3.Ops1;BGDL=S0pat;h=25R B715,;L=241t;eave=48;Cal. Il Ely B;End.. 30p6o.16;MFRS(dlreotlonag and C-C Einar 00.0 to 38Q lnleder(l)36o to 7-7-12 zone;can8leva lett eWoesed;porch left eVo.eQC-C for members and torose&all for readions stwwn;Wmeer DOL--1.60 plate into DOL-1.60 2)This buss has been designed for a 10.0 psi eoflom ctwra live lead odnconcurad wpm any other Ilve Ideal 3)-This Vuse has been designed for a Ilye lead of 20.0ps1 on the bottom client In all areas where a redangle 3801011 by 0 0 all Will ig ba Been Ne bottan chord and any other members. 4)Relay to glyderes)for pass to truss connadlons. 5)Provide medlarmoal control(by dhers)d truss to bear,plate capade Of Wiretapping 100 to Win at joints)2.1.4. V--a VxXy[vlanpvemeler ----MME5WI 1X15 ANe pICLWEe.INEx aEFEM HCE-as NNl'—monde SaEPoPE use 6�P VS'Olw we wh Mm Hlek@amwckrz.11btle9d�a NwYY utxvlPwm�eWrs Nowt auilslwmMlWlxfGMN0 m10Wnenl.mt �� e1maYTleln Mkre rse,aw GIM96�aM rant wxlN Y¢Qgkcdli✓d�l E01 Mwnolenwq gOnonY MwM W INtmayond o Me oveed xYkM 6ffiyr Bwiq MkMe]klo Pevent bucMlM nlbellAiW lneweDaq/w ChxOmemMauly.Ad�rktxl imnpwaYmlwmaeni dact[! Mire k' hR+/wM1,aNedM[ktlIN merso""9omurs,enthwsmepeiporem, Yalalpapal aWnWe. rV.ppieess...epdU'g ho en.Pe�ka EmtaM. rmko ea,mon ,u,max+nYfrom.mo bodrgolaime[ sleet Mdnx,fi. nNr..14 a.puavanaeevYMIPCMipwiwa e IdMylMwmallM w�Arne awnlnm FMMVatlxAe,ztaN.raa street sunealz,ae.wletavAzal4. ' )�.xL aastp Job Truss Thus Type Ory RY Ansstaala T9004600 40333TO T45 Hen Hip comer 1 1 job Rel6rerce(rptblu 1 Building Componenl5uppy, Jepk8011v111e.R32256 6.OtDOAdaDs016MITe01GV3RUl3Y?EldJU 2014:41:112016 Page I m"MSe ID:wuJ4dNIRQpL000PGdaGa]kCbR-Ec1AGl(43RIIn13Y?EIFcr9eVLT12d0Adcc5ymyre3c 299208 2-4f2 41161E Scale115.1 b = 3x4= WULM NAILED 5 W 12 2 12 13 3 1 14 15 4 3x4- 5 3M- MILER N41LED a zw 11 3tt It 0 112 t-1a0 - 2 T2'0 alz 1-5-4a11 4 0-11 12 410-12 Plaza areata txn noon dill-o-1-n D+-131 LOAaNG fi fi, SPACING 2-0U CSI. DEFL In poc) been IM PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TO 0A7 WaHIL.) -0.02 /5 x999 240 W20 2"190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 VO EL) -0.05 45 A998 160 BCLL0.0 ' flee Stress lrcs NO WB am HPrzQL) -0.W 1 We No BCDL 1a.0 Code FBC2014/TPI2007 Metrix-MS Weigh:35111 F7=2086 LaMBM- BRACING TOPCHORD 2x4SPNo.2 TOP CHORD Structural xopd sbeatMng drecllyaWlied or 6-0-0oc purine, BOTCHORD 2r4 SP No.2 exceeterMyemcals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly apMled or 10-0-0 OC bracing. WEDGE Lela 2x4 SP N0.3 REACTIONS. (lWslw) 4=264R.IeGlanlcaz,1233N-311,6=115458 Max Hom 1=34(LC B) Max Uplift 4=52(LC 5).1=-31(LO 8),6=-54(LC 8) FORCES (Ib)-Mex.Counp.IMax.TO.-All forces 250(Ib)or less russet Man shown. TOPCHORD 1-2=-299113 NOTES 1)Unbalanced roof live loathe lave been considered for this design. 2)Wlnd:ASCE 7-10;VWt=lWmph(3 second gust)Vasd=101 mph;TCDT- .Opsp BODl--5B,wgf;h=25ft;8=4511;L-24f1;aeve=4ft;Cat. II;Exp B;End,GCI,I 0.18;MFRS(dimttionag:camiloMa left exposed I porde TO exposed;Lumber DOL=1.60 plaza grip DOL=1.60 3)Provide adequate drainage to prevent Water ponding. 4)This Miss has been nergned for a 100 psi honour chord ave lead noncenculrent with any other live leads. 5)'This Miss has been designed for a five two W BLOpsl on NO bottom chord In all areas More a rectangle 360 tall by 2-00 wide Of fit beMeen the bottom chord and any other members. 6)War t0 girder(s)for truss to More connections. ])PmWde mechanical connection(by others)of now to bearing Plane capable of Mthstandng 1000 uplift at loings)4,t,6. 8)'NAILED'Indcales 3 1 W(DAWx3')or 342d(0.148'x3.25')toe.nalla.For mare details rune,to MTeL's ST TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the lace of the those els noted as front(F)or back(B). LOAD CASE(5) Standard t)Dead♦ROOT Live(balanced)'.Wmber Increase=1.25,Plate Increase=1.25 Unio0n Lower(pit) Vert:1-2-6(r,2-3=E0,47=-20 Concentrated Leads M) Ven:14=4(8)15=4(8) } QWarNMG VeMy bYOnpvamel»mtleFJO XUIES ON IIIL¢IMOWCLVaEOM]Ex XEfENP NCE PIOEAM']IT4 m.IP0.Y10159EfONEUSE r Wy9n WMlo�use oNy WT WIeWJcmmclw.c MStleNd�kMmxlwYyuryn pxane0xs Wwrt aghW mMllWfiwl Gldl✓d cwnlvenl.wl I nW[rile"�lae�Ra MYd.1. 1buconnrvn �kWNoltlund"a wJrr—r .11 M LL wblMw al WapUetlpv ®wiprdCaletlklo INa'/enI IT yWV o1xJAdM hesue6atl/w ands memlm Mr.andkx✓11emPwwab�muWnl Ira]tg kdwgsr�Imtl bl SxtlPyandbgevenlcdl�n Mmp'.P�b@rnblilcYat3'POPwIYdWn4re. foeginmtl e�epv0p0a IdvlctlryLelpryp.rbAery.erecrMM Wlbe¢Ygo11n6V mtlxis Mlemxwe1N91/1%IQMIy CMxIu.p9B-09 oYK31 WIITPCanyMnl rs04 Pahx Esl3M. qMy IrlpmoXm OYtJctle hen 1rvD FMle hMNe.fle N.lee Sheet.S4R J12NexmSkL VPR2314. TxvOe,FL]Y10 J0 Trues Tess Type GA' Ply Anaeteala BOB fief 10473T0 T47 Common SupDodetl Gable 2 1 Job Ref016 hence(in oval BWldirg ConlpwtsNSupgy, Jacksonville,FI32256 e.OtOSApr2(1 p?-iiTekg?tl oighiaO. We0Ju12014:41:12 gsVCype1 ID:w W MINI4RpLODOPCEaOSGtGp't-ipnttgiM1CovBM1isOrPN4hK2MROFlNmmgGgsVCyW68b 08A 1969 r Ileo l 1o1ob sw0= Sel 1?14 0 S.CO 12 p ] 306 10, 5 1+ R 3 3 2 u as ni it +6 I 1� M 32 Bt 30 29 28 127 25 25 24 23 22 2+ 20 +e 10 17 ars= 1&60 1"d LOAGING W SPACING- 2-0-0 CSL DEFL In QK) am W I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TG 0.12 Vent We - rest BOB MRO 2"190 TCDL 10.0 Limber DOL 1.25 BG 0.07 Verl Na - his all BOLL 0.0 Rep Saudis Inst YES WB 0.06 Hot 0.00 17 rest No BCDL 10.0 Code FBC201N.1-1013, Mobil Weight 15611, FT=20% LUMBER- BRACING TOPGHORD 2x4 SP No.2 TOPCHORD StrucWrei amd sheathing dlracdyeppllad or 640 oc pulllns, BOT CHORD 2x4 SP No.2 except and wricals. WEBS tour SP No.3 BOTCHORD Rigid ceiling directly applied or 160-0 oc Orating. OTHERS 2x4 SP No.3 REACTIONS. NI besnngs 1980. Qb)- Mex Hors 33=64(LC 10) Mex Uplift All uAIM10011bmlessalfoint(s)1],2],28,29,30,31,32,25,24,22,21,p,19,18excapt 33=-10](1-C 10) Max Grev All readlons 25011,or less at)olni(s)33,17,26,27,28,29.30.31,U,25.24.22.21,20,19, 18 FORCES Q1,)-Mex CotneNcu.Ten.-All forces250 Qb)orleas except when shown. NOTES t)Unbalanced moi live feeds neve been considered Per his design. 2)Wird:ASCE]-10;Will Wmph(3Pecond gold)Veed=tet mph;TCDL_5Apsf;BCD1=5 Opsf;h=-25n;B-t5n;"Phil;aave=21t;Gat. Il;E1¢B;Encl.,GCpl-0.18;MFRS(directional)and C-C Comer(3)0-1-12 to 3-40,Filenor(2)3-4O 10 660,Conal 8-84 to 11-u-n zme;C-C for members and forces&MFRS for reactions shorn;Lumber DOL=1.80 plate grip DOL=1.60 3)Tress deagned for Wnd bads in the plane Of the buss oNy. For studs etteosed to Who(normal to the lace),sea Standard Industry Gets End Details as applicable,or consult du plied building designer as per ANSI4Pl 1. 4)All plates are 2x41.480 unless otherwise indicated. 5)Gable requires con9nuous bottom chord baatlng. e)Trues to be fully sheathed from one dace Or securely braced apiarist lateral Prevenient(P.O.diagonal web). ])Gable studs spaced at 1-4-0x. e)TNs truss has been assigned for a 10.0 pd lotlom chord INa load nonconcunenl arth any other live loads. 9)'This luras has been designed for a live lead of 200 sit on the norm chord in al areas where a rectangle 380 teff by 2-0-0Olda mill fit baMaen the honor cnord and any other members. 10)Pno de mechanical connection(by othand of Vass to bearing plate capable of Mthstanding IW M uplift at lolnt(s)17.2],28,29, W.31,32.25.24.22,21,20,19,18 aboard Qt=m)33=107. Q WRPHMa Vwl/ylwlenpvvolu—srl..'buse aN lMia xNe WCLenan...o. ]IYJ m.INrecou aEFOas eaE. nxfYJn Wa rause orYr M+m MIekACwmcluv m:(IeLgi alxnetl MVWr+-r pawn^i¢nTrm.,ml voo un Y✓Jlukaq' hatoor corral fiv L rot nro.rrlenl mrolea�.IrwdWaoaaagrer mr.l.anry alemplamlmol.l�iwrwrar,alw:ala aaPenr 9wapada lrn dagrmw lM overm badaleaeavl. Waw mdoabderolxevenr wcaax9amrwnrd xlemeoarvadoramadxrsONv.AdiMxl Nml�aaYabl>amloaaalaaomp M B atlwayraltea bnekdNmtlbpevmlcdlgx MmpcaAeralxnM l'AIYW WWgIY WnWe. lagarerd ppalce raembpM MWF..al 1rt tulkn alao3e.WNd'y,axMnmid¢Ypollnmaaq IrlRsygerru ueaNY/IN1 qWh edler4aaa'aam!K91 BW119 eaWwlMa aWely4prny15l,rndtlMe Odr,lnm Rab MIPrie.21aN Lae Shwt 3JIe 312.NewMb VRYIJII. Twrya,FL 9910 Job Thas Truss Type Oly Ply Anastasia TBOIM602 I04TT 0 T48 Carol 19 I I Job Relererce rotational Bolding CdremaM Supph, Jactwnville,F132266 8.010.Apr 202016 M1Tek Retrained, w. Wed Jul m 14:41:1 a mt8 Edge ID:w W1112pLODOPCdaD p9-A19Mg 5101s9dP6WDXnOdMUgRWwaP1ayd8Sa "A 918 1a]d m�5�0 TH 415.8 560 S4B SaB= Srab=1RR4 3 W 12 4x6 i 2 13 4 4 n u1 II 14 1 ad 6 IN B 10 8 6 ass= axt6= M- ass= 2x4 414 1.19 '1650 9_14 660 S4B Lamm W SPACING 2-04 C51. DEFL In (lac) Vdell w PLATES GRIP TCU 20.0 Plate Grp DOL 1.25 TC 0.51 Ved(LL) -0.18 9-10 >999 240 W20 24W190 TCDL 10.0 Whither DOL 1.25 BC 0.W Ved(1L) -0.45 9-10 >531 180 SCLL 0.0Rep Stress lna YES WB O.BT H.(TL) 0.02 6 We Na SCDL 10.0 Code FBC20141RPI2001 Matdx-MS W"Int.12416 FT=20% LUNBER- BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 w purlins, BOTCHORD 2x4 SP No.2 except and venicals. WEBS a4SPN0.3 BOTCHORD Rigid ceding dlreolly applied or 160-0 oc bmdng. REACTIONS. (IWsize) 10 05'65-8.6=&15q-5.8 Max Horz 10=57(LC 10) Max Uphill 10=92(LC 121,6=-86(_C 12) FORCES. (to)-Max Comp MfaxTen.-All hMsd250 Qb)orless exwptvrhen shown. TOPGHORD 23=-119n193,3-4=139188,4-rx-BB81115,6E-0481116 BOTCHORD 8-10=-84/584.1-B=11tOee WEBS >9=M07,2-10-1941175.57=-113814 NOTES 1)Unbalanced roof Irve loads have been wnsldered for Mis design. 2)WIW:ASCE 1-ID;Vult=133mph(3.econd gust)Vasd=101mph:TCDL=S OpsC BCD",Dpsf;h=25X;B-45M1;L=24q eaY, 4Vt;Gat. Il;Exp B;Encl.,GCpib.18;MFRS(Lirectlonan and GC Exledor(2)(Y1-12 W3-1-12,Interior(l)3-1-12 to 41-e,Exledor(2)9-1-8 to 12-1 B mne;C-C for members and forces 8 MW FRS for readons shown;Lumber DOIr1.60 plate grip DOL=1.80 3)This Muss has been designed for a 10.0 pef Whom chord live load nonconwnenl IMI,aWoMer live loads. 4)'Thus Muas has been designed for a Ilse load of 20.Opst on Ne bdtom Chord In all areas where a rectangle 364 tall by 2-09 Mtffi Wit fit belwaan Me botom Most and any other members. 5)Provide mechanical coMreMlon(by others)of truss to heading plate capable of Withstanding 100 lb upIIX at lolnl(s)10,6. QWIaHAYO Yvrry xNpnperenWM1raen4aEIO N01E5 OIl iH5aX0 XleLUOEO MI1ExflEEEa1XCE PI0E X0.)O]nv.IYM1VR016BEFONEVSE nerpl WYJ rdun¢urYY`xlln MIIeMx cnnrle:tort.RhdNV„6Gr¢tlon14 Wcr,Wrmieters,xmn.wol klwm M1WJM YuelMp cwnnurlenl.mr Irlaryslwn evlwe us.IM Wtlhy1 AX�er Niuslvatly Me gYYCWlIyol Geslpr Vxur�ele5wggcpsdY,cwWala ll16tls9i,IMo X¢uva'd WU'gdYpn Nd.YghltlkaledhbwewenlhcdYpolrFF4@II InBV AaWwGwrdmert�laday.AWMr✓E lemGwaYanl Gennmwdd6YN e hUuar.rM.feO hxakMllycM to pnvanl uMryW with Fcdde Pemrul Fkry Adpc(WrNbdn�. fweerertl puUdlCe rep9rlg xre kxvF:albl:lwo3e.<falNwY.wacnMad tloyp orinas[adlway[wnc waAH4/ryI1GMI,0dIeN,Od.�N wq aCL&INpCpnpmxe Mw Fest Eetl BM4. eW1YNwnrdan w<.IX�k kom 1M nth IrcXMe,218 N.1�Saee1.911e JIR.NeMnNM.VAk2111. tenp.FL Ael9 Job Truss Tess Type any Ply Annual 79094603! IN73TO Vol ROOT SPaeiai 2 11.10 Refidemem( ell Buil0lrp ComporWM3upply, Jacxaomille.R W256 a.OtOSApr 202016.'allim affil WedJ120 420 Pge1 ID:wW411N12MpL0O0PCAe0axki-BjluttlyrumaWradepPVmIT RWH63laJ 4"B 160 31144 5314 N194 9811 11-01-1I 13394 22L'0 1JA 37.14 1-1-0 z.9-0 1-a4 z$O 1J-0 Pz-z 3.0012 �14 Style=1:39IT Ia n m 1 13 12 p tt 9 y a is 7 6 16 5 1] 5.0 12 a g 2 3 27 6 1 18 W Tro i 21 n 23 24 26+J-0 25 &t Lia sa-1a T-tt-1a Win 11-n-1a 11. n 2 tJ-0 z-7-1a tJO z-BO t<0 z-bo 164 Pz-z LOADING(P.ef) SPACING- 1-9.0 CSL Di In Doc) food IM PLATES GRIP TCU- MID Plate Glp DOL 1.25 TO 0.16 Ved(U-) ase - Na 999 MT20 244/1 W TCDL 10.0 Lumbar DOL 1.25 BC 0.11 Ved(TL) r✓e - Ne 999 BCU- 0.0 ' Rep Stress Inca YES WB 0.04 Horz(TL) -0.00 14 Ne Na SCOL 00 Code FBC2o147TP12007 Heti Weight:92 le FT=20% DUNGEN- - - BRACING, TOP CHORD 2114 SP No.2 TOPOHORO Structural wood sheathing hardly applled or 600 oc pui BOT CHORD 2114 SP bi except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 640 W bracblg. OTHERS 2x4 SP No.3 REACTIONS. All Deana,22-4E. (Ib)- Max Ho¢ 26=130(LC e) label All uplift 1001borlses atloli 14,15,18,21,24,25,23.22.20,19,1],1fi Mex Grav All raedlons2501borlessatpint(s)26,14,18,21,24,25,23,22,20,19,17,165xcaPt 15=312(LG1) FORCES. Ob)-Men CompdAmr.Ten.-All forces 250(lb)m less except w4en shown. NOTES tI Unbalanced roof Nva loads have been considered for Ins design. 2)WDM:ASCE 7-10;Veil Wall(asecond gust)Vi 01 mph;TCDL=S.Op f;BCD".opoi R25tt;B=4511;L=240;eave�ft;Cat. ll;Exp B:E.L.GCpI-0.18;MW FRS mosc9Ora9 aM C-C Esmi mq2)61-12 to 31-12,Intamor(1)31-12 to 16-10.2 zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOLr180 plate gdp DOiSO 3)All plates are 2x41 unless otherwise indicated. 4)Gable requires continuous bottom chord Well 5)Th1e base has been designed for a 10.0 psi Whom them live lead rlacmrurreM kith arty other Ilve loads. 6)'This arms has been designed for alive load d 20.Opd on the bottom chord In LI areas wTem a ractengle 3&0 tell by 200 wide well lit hleeen the Were chord and wary other members. 7)Beading at jdM(s)14,15,18,17,16 considers perdlel to main value using ANSUTPI 1 angle to grain formula. Building designer should vasty capacity d beefing sulfate. 8)Provida mechenicel connection(by others)d them to beading plate capable of wdim a l lrlg 1001b uplift at jdnt(s)14,15,18,21,24, 25.23,22,20,19,17,16. 9)Bowled plate or shim required to prei full beading surface with truss chord at jiM(s)26,14,15,18.21,24,25,23,22,20,19,17. 16. 10)Gap between inkier of top chord hearing and first diagonal or venld web shill not exceed 0°.Asn. Q WAPNWelars" ensad worse ON one sic'es O sal na'alwn,VR do sal row.16D Is BEPoM USE Mal Wp .1."h ld,t¢ icancdnecb[.rhi"'i'do .1 w kb] ren WdTeleo Man,m)h lwmMlW.�.-1 d,WWycwr✓Ya¢nl.rot oma.�nlem.arw.,re.lreawlwmawle�Il,Im.allry u,BavKmGnrola�l�.m�alawala Harem-nom+.eWlmmeae nminew.wal ek. WrAgd,g9n. Waceg MlctAedkN pevenr lupap alrJMal Nswebaafw stns manL sMr_Arrencr a stool r en"W h alarll d2wq htlwlSreryHetl roriPYilr WJbgevenlcdlq�HTIUWAe Fawal MrYmdaweMdom9ar Ide9neral puxhcerep�ON Ma BBpa 9aM1esW 2M. Iawcolbw bMrye.QivalY.wecxmaM Malrg 1LeoeimdleueyelwrR a[NXIIMI OnBM CTMe.OBad9aM eCL PINYp CamRwMt Terlpe.FL 3b10 9yNy IaamoBM wtl1YAe Ode IrIm ROR hNMa 2\B N.Iee Shwl.a1b314.NeIN f11 VRR31 G. Job Truss muss type Gq %y Amslesle 9030604 104]9T0 V02Root Special 3 1 ' I Job Rehearse f wonMt Building Component Supply, Jacksonville,H 32256 8010 s Apr 202016 MlTek industries,las. Wee Jul 014:41:152016 Pagel ID:sW l?tZpL(100PCdas P?-WH96i2aVjIjWl?J lyg3Ze Eyb DX 3W5Xywell 22 6-0 ad 900 Fid ] Set 1'412 15 ad, e 4 5 3 8 SW 12 2 14 10�G 11 Iz � In d o 3 '!2b 0 460 LOADING(psR SPACING- 1-9.0 Cbl. DEFIL n (lac) Vital Up! PLATES GRIP TCLL 20.0 Plate Grip OOL 125 TC 0.30 VeM1(LL) Na Ne 99B MT20 244/190 TOOL 10.0 Iueber DOL 125 BC 0.24 Vwill We - Na We BOLL 0.0 ' Rep Stress Ina YES WB 0.06 Hail -0,01 ] Na Na BCDL 10.0 Code FBC201aV7Pl2007 Week-S Weight:831b FT=20% LUNIBER- BRACING- TOPCHORD 2x4 SP It TOP CHORD Structural Wdna sheathing already applied or 6-O0 cc pu010e, BOTCHORD 2x4 SP No.2 furnace ndveMcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceding directly applied or 60.0 M bracing. OTHERS 2x4 SP No.3 REACTIONS. AIIDearirgs22-<6. (Ib)- Max Hort 13=142(10 8) Max Uplift All uplift 100 lb or less at jolnt(s)7,8,10,11,12 Max Grav All reactions 250 lb or less at joints)13,7,10 except B=424(LC 1),11-300(101),12250(101) FORCES. (Ib)-Max.(Canpfialke Ten. All lames 250(Ib)or lEsa except vein shown. WEBS &8=308/124 NOTES 1)Unbalanced roof If"loads new bean considered for this wall 2)Wind ASCE]-10;VWt=130mph(S mason gust)Vasd=101mph;TCDL=5.0psd BCDL=S.Opsp h=25R{B�ft;L=24d:eayexk Cal. II;Exp B:Encl.,GClx=0.16:MW FRS(dlreofi.W)and C-C Eldddw(2)Ot-12 031-12,InteMr(1)31-12 to 20]-13 mne;OC for members and forces b MFRS for reechoes Moan;Lambe,D0L-1.60 plate grip D0L_1.60 3)All plates are 2x41 unless omerafise indicated. 4)Gadd requires continuous bottom ward fewer, 5)This trues has been assigned for a 10.0 pst bosom Mord live load noncorcuneM Who any other live loads. 6)'This mass las bide designed for a lips load of 20.Opsf on the bottom MON In all evade afters,a rectangle 3.60 tall by 2-00 snake sill lit between the bottom clwnd and any oder members. ])Seeking at jolnt(3)],6 considers parallel to glaln value using ANSNFPI t angle to grain formula. Building designer should verity capacity on bearing sudacs,. B)Prepuce mechanical connection(by otters)of thaw to bearing plate capable of WlOslandlrg 10010 uplift at joints 7.8.10.11,12, 9)Several plate or shim requital to pmvida lull bearing surface with Wes strand at Talnl(s)13,],8,10,11,12. 10)Gap between beide of tap chord beefing and first diagonal or yedical web shall not concept 05001n. p WAMIWO-VeMy. 4eYpn pnnmrenuM NEie NnlEaee la6INe WCLUOEU MIIENeElEPAXCE GAGE MFlO)m'.IapYlelSaEPoPEUEE. .kx9odsoo. cause u1TMlekAwrmeclax M[ae9p'iBUanaexyY ulwntveoposs Nwwrtw"evi MlWAItl GYMqunyoul.rol • IIIBp wxMn.P¢laer�.11'e dYhgOmtllwr muM1 vcNN fMaPC4catalyddeWip�aneleekaggWerty MOFuab d'aaalyl MUB¢trvatll a n, wal��l a iPoll °°wll°,'e o tl ww"u�eq ' ha�;w—reeeaM�ihe�.daaw MiTeK kLNcalbLMauJe.copi ecwnau bMx6 or e�aamlek Mlemr.®e/aY/IR1 WJry<reMb,PudeaMaCL WlgdunWrieN 7Bw V.,ke Eur true fishy InlamoXm aWkde Gan leek Fbb Y61ew 218 N.ice 9rcer,axR dt,MmvJb VRY[.i14. errya.Fl]3610 deb Truss True Typo CRY PlyMeslesie 9oe 6osi 10023T0 V03 GRBLE 2 1 . Job Reference(opflar re Bultllnp Component Supply, JN:kCpanlle,Fl02259 V.OtOSAp202016MRax IMUWaVjgYg. Wed Jul neTR:01:15M5Xype1 ID:m�NONI?IZpLODOPCtleOsskCp?EOIp5i2eVIIlYBI?XXmlyp]beTByMD%E3WSXyw95Y Od 4-0a Suds 1:14.3 3 2rA II 5.00 12 2x4 II 8 2 1 Illi 0 u4= 2N II a4 II LOADRIG LDSO SPACING- 2AO CSI. DEFI_ In (ba) vm W PUTES GRIP TCLL 20.0 Plate Ghp DOL 1.25 TO 0.00 Verq( ) We - not pop W20 240/190 TCDL 10.0 Weber DOL 125 SC 0.05 Ved(TL) Na - Ne 999 wlLL 0.0 ' Rap Stress Incr YES WB 0.05 Ponam) 0.00 nue Ne BCDL 10.0 Code FHC2014/1PI200T Mahix-S Weight:18 lb FT=20% LUMBER- BRACIN TOP CHORD 2x4 SP No.2 TOPCHORD Simcfurel annual sheatMng directly applied or 444 oc purilns, BOT CHORD 2x4 SP No.2 except and Yor owls. WEBS 20 SP No.3 BOTCHORO Rigid ceiling directly applied Or 1000 oo breft. OTHERS 2x0 SP No3 REACTIONS. (Uslze) 1_801448,4--35(4-0-8.5=219/44-5 Max Horz 1=56(LC12) Men CPR 0=8(LC 12),5=42(LC 12) FORCES. (g)-Max CompOMaX Ten.-All tortes 250(Ib)or less except often shown. NOTES, 1)WirW.ASCE 7-10;VUIb130mph(3-second puaD Vas,=101mph;TCDL=S.OW;BCDLS.Opsf. =25111 B�5%L=241;sav6741t;Cat. II;Exp B;Ecol.,GCpl=0.18;MFRS(directional)and C-C EMedor(2)0-0-0to 300,Intenohl)3.0.01042-12 zone;C-C for membere and farces 8 MW FRS for m actlals shown;Lumber 001=1.80 plate grip DOL=1.60 2)Gable requires continuous boflom ChoM bearing. 3)TMs hose has been de9gnad for a 10.0 psf bottom Chord Ilve load nonooncunent,Yifh anyoVler Ilya loude 4)-ThIS truss has been designed for a live load of 20.0ps1 on Vie bottom chord in aM areae were a rectangle 3S left by 2-0-0wlde IMII fit between me bottom Gard arse any other members. 5)Pmltle mechanical connection(by others)of buss to boahnp plate Capable of mthNarMing 100 lb uplift at IoIM(s)4,5, VW4eXM'O YMry4vvranp.nnwrerv.n4aE4O MOrtEON�M6 r1NO NlCLUOEO MXExaEfEe4M[E PAaEM6)OAm.rPONeIEBEfONEUSE it [bsl(ryw1U r«w:wYY�m MI1NMcwrenlwc ruts WsypaWaf oNYu�n pxnrt[rlemtlxrxn.«✓J aru MNaM d4Jh3a«nG«un4 m1 � IxYI. fMem.0e1«eus.Ilwtwa+u Jesprerrnusl valty lf¢gilYc�rlNul Jnixa�p�mwlenm]pryallY w�a- MraR a4Jm4rhioll¢owrtll true reau+_ warn�wraraabm gavenl wrwwB arlraMan lamwzDadl«awdniamm ern.raap«drrripuwaapwrr�a�weo-aclm MiTek' Y.nU mreryJeJ r«vlKallyaM logevmicdlQ.w WmrT"MdxpN JLWYatlwtt�fY�riNa.CCP Wr�mY Va��ra OYlriB iN.kry�IMN.nrm.fc«nWon em.,d.9amNelryr..nm«xn Inrawn mstalleblYmelmMrao.lzllnamN..t.«eM sMMreIrtt.sWeerma4lzrefeHAxvmfl/nMlat V 13O FL 33610rf.EM 8X4. 10, Jct Tres Trees Type Oly PIY Pretecta T90BN-06' IN73TO VO4 Valley, 18 t Job Reference(ulausin BluWifgCongorent Supply, Jacksonville,FI32258 8.010s Oda0 fa?.T IMI4ldes,lW WedrAD2 4:41:162016Pagel ID:wIWrINI?IZDLOOOPGUeOazICp9beg3J23CG00sOJ1C4ESOrA01k2n211BIMIIw3ezyweS% 4w b30 Scale=1:157 2 3 5.00 F12 6 Li L 1 4 3.0 II 4 II PlateCiffeelf N'0b40-1-e1 LOADING(pd) SPAGNQ- 200 CSL OEFL In Qac) VW W PLATES aw TCU 20.0 Plate Ghp DOL 1.25 TC 0.19 Ved(L ) Na - Ne 999 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 VBQTL) We - Na 999 BCIl 0.0 ' Rep Staae liar YES WB 0.00 HOrz(TL) 0.00 3 nea da, BGDL 10.0 Code FBC2014/FPN007 MeN%-S Weight l]Ib FT=20% LUAl BRACING TOPCHORD 2x4 SP hi TOP CHORD Structural roctl sheadifg d1rectyapplle0ar430 oc partial, BOTCHORD 2x4 SP No.2 except and vedcals. WEBS 2x4 SP N0.3 BOTCHORD Rigid ceiling diwdly applied or 10-0-0 ad brecing. REACTIONS. (Ihisi2e) 4=15&430,3=158143-0 Max Horz 4 (LC 12) Mev Uplift k-l(LC 12),3=JQLC 12) FORCES. (Ib)-Mex CompMacTen.-All fOfcee2B3(Ib)or leasexcepiwtlen sMwn. - NOTES 1)Wind ASCE]-10;Vult=130mph(3-eecofd gNsU Vmd=101mph;TCDL .0nt,,SCDlr5.00d;h=25b BA51q b24it nW� 4fb Gat. ll;Ev B;End.GCp"18;MW FRS(directional)and CC Exter a(2)01-12 to 31-12,Intedor(1)31-12 to b1-0 mrwC-C for members and forces 8 MFRS for reactions shown:Lumber O0L=1 BO plate grip DOL=1.60 2(Gable regWree contnuoln bottom choM beadlg. 3)TNs baa hes been tlesigned fa a 10.0 pd bo0om chord Ilve load lwncofcunenl wlt0 anyo8ler Ilve loads. 4)-This tran hes been designed for aINe load of 20.0psfon fhe bottom chowl in all areas where a reef le 330 full by 2-0-0 aide Pill Wit m between the bottom ci and any Omer members. 5)Poole medlanicd connection(by oti of trues to bearing plate cantle of money anding 100 lb uplift at joint(s)4,3. QwIONWO.VxIfj4WMPofemwmae4OEPa NarEe ONrIM1S PNO MCt UOEa MfIEx aEF[a4NCE PIOE M6J0Jne fe9YlOI69EfO0EU5E cexgf vWtlla v¢weywf4f MIeA:cwmecfors.Rh<MrV1nktrm0only uµm Lw1mf^furs Lurvm.mfk1w WawUmAmxlavVn.Kyro:dfrenewf[UwllfA.efWneaelwebae.cawy�Nt6a.Y4emN1f1yy9hmwaaleweyodullowfexpro�,aeapevfaNewn9alfeYmwn.laneklvSxe,.cnreog�rrowM�nearNdrsgrrePafdQYmWNAlmAfdla�amI*B[nayrltNMewfOfe.t6akwsl�Cfhm»fe�...lfwwrwulmY MBre.Fn].9eXfNawtlaJ gfWrn4be0uarnPpfecWam6agfeYc0aafn+nqBmpogofnre11"»an.nfe®lnlf u d ackV n ,anaMddwa9o. KeAXuat"Ba Tanq. aeopW. fyeryrMampa4n wff WSYofn 1nffi Rak If Wxfle.R10 N lee Stfeel,9lb]1201em Ua VA1Td14. JOU Tlutas T.TYpa OIY PIy Angame T9094607 1W]3TO V05 GABLE 2 1 00 R1Nrence(odionall Budding COmp0lwM Supply, JecMsarville,F132256 B.OIOSApr 202016 MiTak l23CGO41nc. Wed 2D16 Pap ID:xul4rWltt2pLODOPCdaDszkCpl-0eg3J23CG0Oe811GE80rAD1O2p0006M1uo3eryw&S% 830 s3 B Soal=1'.18.5 6 6.03 12 4 3 0 2 Ll Ljt g B ] 6 LOMW gxM) SPACING200 CSL DEFL In (Ice) Vtlafl W PLATES GRIP MILL 20.0 Plate Cap DOL 1.25 TC O.OB VNI(LL) Na - Na 999 W20 244)190 TOM10.0 Wmber DOL 1.25 BC 0.05 Ved(TL) Na - Na 999 BDL 10.0 Gore FBC2014RP12007 Meth 0.04 Horz(TL) 0.00 Na Na li Weight:3316 FT=2089 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Struclurel Wood sheathing directly applied or 6-00a purlins, BOTCHORD 20 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. Allheerlrgs7810. QUI- Max Hoa 1=92(LC 12) Max UpIIA All bight 10016 or lees atlo1ngs)6,7,8,9 Max Gmv All reactions 250th or less at joint(a)6,1,7,8,9 FORCES, (tb)-fees.Comp.INax.Ton.-All lorces250(tb)orlessexcept Wflen Shorn, NOTES 1)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vasil=101mph;TCDL-5.Opw;BCDLd.0ps1;h=259:87150;L=249;eeve719;Cat. 11;EV B;Encl.,GGpI=0.18;MW FRS(directional)and C-C EHeder(2)1-3-2 to 4-3-2,Intermit)4-3-2 to&14 mna;C-C for members and fomes 8 MW FRS for reactions shown;Lumber DOL=1.80 plate gill,DOL=1.80 2)All plates are 2x4 Ml20 unless o111elwlae indicated. 3)Gable amulme continuous bottom chord bgariM. 4)This tress has been designed for a 1 O psi fo0am chard INe load noncolwunel0 With any other IIVe loads. 5)-This Russ has been designed for a Ilse load of 2CO3P f on the bottom chord In all areas Where a rectangle 380 tall by 2-0-0 Mt@ will fit between the bottom chord alto any other members. 6)Provide mechanical connection(by oOels)oI frusta to bearing plate capable of a fihatanding 10016 up11f1 at)oings)6,7,S.9. Q WAlIHX1a VMIy tied➢^V+'+^=sMmC ases HOTES as 11g5 IU0 N'CLVOEV.WIEx flEF .fF moa Mi m.IOPYNI69EldMUSE �U vulW la�ee aYY wan Mllelw cc^neclws.Rh Uetlq�61rsnOwJYULvn Wcmclers Yawn.uMLL W m RMW2✓J hYUY✓JcanPaWnt rot pBea vyalan.Paths U6.Vn d19g�a}ie�mud wtlly Ba gTYcadlly o1�4R�lvmialers wJ gomfiY bcaP>tde a W OmW��Flo Ma ovatll 1tYy Vypt aalplgcoHUalo gevml WClaredxJN?FI In9wabaM/uclrrd mem[en Mr.Ad]bxl laVW>tW atl Pomonmla¢irp M k' aega�epAed M>11+BNa�abgevmlcdl¢tl WINP�wLm�rr�RVxYaggc(glM cattle. la¢tlPD�Ke 1BpZO91M pyxNwlkxl W[pa. .�ecmaadbmapd M6V aWInunMlem[asMp9VINIGW1YCiYxlgpeBaDaq K61 WYlOPCpnWixnl WM axib EMBltl. 4Wah'IdumNWM gcYbbOan Luta Rale LUFAl1a.21BN.lee SBceI.SIbd12 Na%O'tW].VR'1Y114. Tnrys.FL YMIO Job T T—Type Gy Ply mature 90g 80B 104)3T0 VOIi VeINy 13 1 _ Job Ri (dationall BJlding Component Supply, JacksaMlle,832254 S.OtOSAprID ID16 MiTek Industrie,Irc. Wed Ju12014:41:1)2016 Pagel ID:YnWdNl?RpLODOPCd mO p9-3 RW03g1VRnTSGeyx OMRIS7SGe2W_y dAPyeSSW ee Tart Sale=1212 2W II 3 5.W 12 2N 8 ate% zxa a 2x4 u TTCDL G(psf) SPACING- 2-0G Cu. DER In Qac) VOe6 Jd PU IES GRIP 20.0 Plate Grip DOL 125 TC 0.15 Ved(LL) Na - Ne ND W. 24 1 W 10.0 Lanth rDOL1.25 BC 0.13 Ved(TL) Na - Ns 555 O.0 ' Rep Stress Na YES WB 0.06 HOddTL) 0.00 Na Na BCDL 100 Gode F302014R'P120D7 wmx-S Weight:2516 FT=20% LUMBER- BRAT TOPCHORD 2x4 SP N0.2 TOPGHORD Structural vvoo0 sheathing dlrecdyappllad or 680oc puhins. BOT CHORD 2x4 SP No.2 except ad yeMeals. WEBS 20 SP N0.3 BOTCHORD Rigid ceiling directly applied or l 080 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (INsize) 1=519-11-10,4=1 21 211-1 0,5=3589-11-10 Mex Hors 1=56(LC 12) Max UPIR 4=-21(1_312),5=62(LC 12) FORCES. (Ib)-Mex.CompJMax.Ten.-All forces 250(16)orleesescept then shorn. WEBS 2-5=26&19] NOTES- 1)Wind:ASCE 7-10;VJt-lXMTr(3-second gust)Vasd=l Dtmph;TCDL�.Ops1;BCOLd.Opsf;h=258;13-1511;124ft;eadss 4fl;Cat. 11;EV B;End.,GGpl=0.16;MFRS(diredbnal)and O-C Ededo1(2)066 to 3-0-8,Interior(1)3-56 to 7 7-12...C-C for members and farces 8 MW FRS for Medio.shorn;Limber DO1-160 plate ghp DOL-1.80 2)Gable requires continuous bottom chord bearing. 3)This buss has been designed for a I Od psi WHOM Front INe load rmnconcurrenl with any other Ifva Ioads. 4)-This bs has hear designed for a live load of 20.0psf on the bdm bchord In all aegis Mo.a rectangle 3813 hit by 2-0-0 MUe Mae eall fit between the bottwn chord entl any other members. 5)Proode mechanical connection(by others)of tmm to Eaeong Plate capede of elMatand'mg 100 lb Mlitt at joint(S)4,5. QW4RNw4VMACegnPnmMenW aF10 N01Ee ON rM5<Xa aFIWEO MIIEN nEfERI XCEFIOEMM]0)>m'.16AYAI6eEPoXEUSE �T ytytllw uv ttly e.1N M1YIeA®cuvecbrs.11ttleYy�6[rtcvlaYY V*�^Wmmelen Lpwrt aqk 1w rn YUIIW1ul V.adxvdcw��pwient rot .Ynem.emore ae.rcwaadro mwrr man.aW nw�Ikaaln elmxvr r.xaaaleawnm,anekwwrola maaeagr No rcwwerdl WOW Wtl1q 65Ngn.B¢aiy YtlkNeJKlo peVenllvcYtlrpolPgM1kYxl lnmw6Uud/acMdmenl otfY.MJIIaM bmMW md�mexwnlb¢Irg ad+gireaAxl MSktlnYablo gevenlcdl¢grWm�.iYe[Aaxxl dar.x,d proPerlvmmnne.(w Wrrerd a3Asergubgxn BWx Peke Esq BW. tlw[Hdb ttanln®Renta 45114/le.)IBN.Lee SReBL SIIa aIR.IlexrnSh aY1]I� �a��IWINnPCaTWeenl Terry,FL MIG JW Thas Thass Typo Qty Py Anaslasie T6091600'I 104]3T0 VW Vail" 2 1 Job Rei ( W 1 Rlriltletg CRspawnt Slippy. Je 10OWle.Fl 92256 6.010aAp202018WCC'gIMusnes.Ile. 0NI6? 2014:41:i]20APMS1 ID:wubdNl?iZpLODOPCdeDu7-1a mORWO3g1KYPnTSOeyEFONIS9S]RoeDW YYtlAPyWBSW 8-11-0 ]-B9 _ I 311,] I 310-1 I Stele=121.2 204 II 5 00 12 3A 4bS- 8 2 A 65 6411 2W II 2x411 ]ad B6 PI Oflaeb(Xyl 19:0.2-0 0.2-81 LORDING(ps, 6PAdNG 2-00 CSL DER In (hoc) Wish LM PLATES GRIP TCLL 20.p Plate Gdp DOL 1.25 TC 0.15 Va411) Na - We 99a W20 24M190 TCDL 10.0 Limber DOL 1.25 BC 0.13 Vad(IL) WE - We ESE BCU_ d.0 ' Rep Sltess lncr VES WB 0.05 Horz(TL) 0.00 5 We We BG.L 10.0 Cafe FBC2014 14100] MatdxS Weight:316 FT=20'5 LUMBER- - _ BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Simotulai wean Mes"ng dEEnryapplled.,680 ac purMns. SOTCHORD 2x4SPNo.2 except and veNcels. WEBS 2x4 SP Noe BOT CHORD Rigid calling directly applied or 10.0-0 as bredrlg. OTHERS 2x4 SP NOS REACTIONS. (Iblan) ]=122/]-9A,5=132/]-96,8=30fir1-9E Merz Mo. ]=M(LC 12) Max Uplift]=-190-0 0),5=-25(1_012(,6=44(LC 9) FORCES. (lb)-Mex.Canp.RAa,.Ten,-All IOme325D(1b)orless except WM1enshoan. WEBS 2-6=25&133 NOTES- 1)Wind:ASCE 7-t0;VIAL=130mph(3-seoond gust)Vasd=101mph;TQRd,Opsl;BCD"opsC 825X;B=45f;L24A;eave=40;Cat. 11;ESP B;End.GCpi=0.18;MFRS(dlrectionel)and C-U Etl no,p?)0.1-1210 31-12,Intedor(1)31-12 to]-]-12 zengC-0 la members and bites 8 MFRS for reactions shown;Lumber DOL=180 plate grip DOL-160 2)Pr0vitle adequate drainage to prevent Water pondift, 3)Gabb requires continuous bo tom Mord bEOHN. 4)This truss has been designed for a 10.0 psf Whom Mord live load rloncolgunera Win any other live loads. 5)-This imse has been designed for a live load of 20.0sf on Ills bo tom chord In all areas where a rectangle 36-0 tell by 2-0-0 Witle wtll fit belwaen the bottom chord and anyone,members. 6)Piov da mechanical connection(by others)of Imes to bean,plate capahle of vdnatanoing 10016 Lpifl at lolnt(s)],5.6. Q WIaeWO-VxpyEWpn pvnntYnuM IOUO NOM ON Isle No WOLOOEO WLIEx PEFEA NCE NOEN 7nr3 m.la0YM159ENaEV3E heOOO..KK ua«YyMT MIek&c 'I«iTa Ont1v .1ulnnyOlanelem.1-1.h1ot-111Y._'MlWnd unnruiwnl.ml InsM .So. MAang tlz}xw molvdlry the tps,." --el-'.p, e"M«rwole tlSdm¢llnb Inc ove'dl MIAq WY�. IYx'1911gt�tletlab�evenl rill LlMoihAAMa]RmwaCi Wl«cMtl�nemkgls«YY./+1�lblKJ lanR Waul�lma�snl lxo]N !�• Ndwutx lepled M6idYllyaNiO pe M<d[x�wlW WulAe pen«vJ lery ab AP,saaaft .r«gawltlgtitl[nce lepahg Ne aW4 PFM E. IWYxaIbn,S«�gn.MANery,elecMm and MaMlp nl lnvesaM LlnayAemi�aAHlI/INI OIwRIy CtXMb,DY<9 wq aC31&Mlq Comp0lwe Tarsus FL.1a lyEry YJaIItMlon nwltlYe tan Ins Ran MMe. 219 N.lee Slrexl.Slle JI4.N.Sm Vit SU 11. Job in TMSTTPe ON Pry Aaslsie TBBB4510 l! i ID — Valley 2 1 Job Relaawe fopdaell ShYltinp Component Buppry, JeMonWlle.FI32255 B.OtOSApr 202018 MiTeklnOustriae,Irc. We0 JW 21116:41:182015 Page ID:wIWMl1912pL000PG0eDarkCp9%rypkk98oeAIPJ1aCIUUwbIECSS085J10CHNayw00V 5W 12 N4 II Scale=1212 2W II PM II 366= 4 1 2 0 Li `a �n ] 9 as 1l zw 11 an 11 ]s6 ]-ee LOADING(pan SPACING- 2-00 CSL DEFL In plot) Vdeft Ud PLATER GRIP TCLL 20.0 Plate Grip D01. i25 TG 0.18 Ved(LL) We - Ne 888 WN 2,H1190 TCDL 10.0 LMn1bUDOL 1.25 SG 0.13 Veri(tL) We - runs 998 BOLL 0.0 ' Rep Sires Inc, YES INS 0.06 He z(tL) 0.00 5 rlht now BCDL 10.0 Coca FBC2014MPll WWW-S Weight:Sal III FT=20% LUMBER- BRACING TOPCHORD that SP Iff TOPGHORD SbuoWral Motl sheatfinB directly appaed in 6-0 Is,purlls, BOTCHORD 2x4SPN0.2 except end wNcals. WEBS 2x6 SP No.3 BOTCHORD flight calling drectlyapplietl or to"oc briolg. OTHERS 2x4 SP No.3 REACTIONS. (INsim) ]=118/1-8A,5=129.9-9-8,11=352/1-&8 Mex Hort]=10(LC 12) Max Uplift]=-24(LC 8),5=-08(LC 12),0-]8(LC 9) FORCES. gb)-Max Gonaftem.Ten,-Allforces250 llbl orless wassulwhen shown. WEBS 2-6-265/141 NOTES 1)Wind ASCE]-10;Vult=lS)mph(JDecond gust)Vad=101mph;TCDL-5.0ps1;BMI-5.0psf;h=25ft;B-45f;L=2411;saw iq Cat. 11;Em 8;Encl..GCpi=0.10;MWFRS(tllracgonall and C-G Ededm(2)0-1-12 to 31-12,lied imp 1-12 to]-]-12 zone;&C for members and forces&MW FRS for macVons shown;Lumber DOL=1 60 plate grip DOL=1.50 2)Provide adequate dram,,to prevent water ponding. 3)Gabe requires continuous bottom chord baring. 4)This flus has been designed for a 10.o gel bottom chord the lad norhcorwunenl Mitt any other live loads. 5)'This Ins hes been designed lora live load of 200pef on the bnlmm chord in a1 areas where a rectangle 3"tai by 2-0-0 Mtle Mil fit between the Whom chord ant any other members. 6)Provide mechanical connection(by others)M thus to bearing plate capable of w lluddroling 10011,uplift at IOIngs)],5,6. Q WA.-lM1'tl,ram,n PvamaMean s NM fod-Fe de ree.DecLUOEe MIIEa aEFEYPNCE PI6EMM1]OHn¢IONYMI59EFOPEVSE homah AMlw—on'. ® ...i—ca5.0Y5tleY(InYMmrcI WYUPen{unnelerSYwuni.emO k4vm MNTw'dAeAiy eoni(urenl.cal ahRryMm.sats—.CUYdgIXfapic,Binh veiWungpl YYIN of tle'me Fannnwsn✓]gWa�IV IIwMatW mk tleYJnmmhM1rwuNl WMp�h 9IXYq IrcACaletl Clo pee�eni WCMWq ollm'M10hrJ e�ssweGuvl/a cluhtlmeml�e NY �^MW�E�d Po�m�mnl Ma:lhq e k[fNmhi heyredWM�allyadlorxavenl�x4l,SeeWln{m4Ae(¢mhMfV�ryaW gcwMtlnn�e.Fw gehhntl gUWhce hegaOplM BYW Peb EM BM wW . ItlaknlM,dame,tlHNehy eeecllmaW d[x:W oh 11-1.serweme , a9RN Gud,a..pas .m seri wYdhp COTpOMnI ayNylNOmiaXm ir,FL MID Job True Truss Type Ory Pty Mesta BpBWtf 1M]3T0 VOB Root Swint f i �JGb ReleMiTa lodurear l BulltlinA Gomponmt SuppN, Jeckeamille,R3Y250 8.010 s JU 20 ID:mWrINI?IZpLODOPCde0s2kCp?-XrypKK46oeAIP01 aG1UUwCItlEeSg84yIDCHNaywB6V ]$8 ]80 Scale=125.7 24 II 2411 2c411 1 ] 2 0 3 bN II 24 I�, 4a14 II ]BB ]&0 LOADING(Pso SPACING- 2-0.0 OSI. DEFL. in ON) Wall Led PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.18 Ved(LL) Na - Na met A420 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.13 Ved(R) we - Na 888 L BCLL 0.0Rep Stress Ince YES WB 0.08 Horz(aL) 0.00 4 me Na BCDL 10.0 Cade FBC20147PI200] Ma1dx-S Weight 38 16 FT=20% LUMBER- BRACING TOP CHORD 2M SP No.2 TOP CHORD Structure]mol sheathing clearly applletl or S"do pudlns, BOT CHORD 2M SP W.2 except eM vaMcals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 100-0 do binding. OTHERS 2x4 SP No.3 REACTIONS. (Ihslze) 8=t28I]-8-8,4=119/!-BE,5=354/1-9E Max Uplift 6=-28(-O 8j,4-29(-C 9),5-]6(LC 9) FORCES. (lb) Idea.GompJMax.Ten.-All forces 250(11h)or lees except ween shown. WEBS 2-5-267/143 NOTES 1)Wind ASCE 7-10;Vull=130mph(3-secorM gull)Vasd=10bi TCDL- Opal:BCDL=5.Opf;02511;B--15h;L-�4ft;save-1tl;Cat. II;Exp B;End.,OGpk-0.18:MFRS(directional)and GC Etlerai 0-1-12 to 3-1-12,Intedor(1)3-1-12 to]-]-12 acral G for members and forws&MW FRS for elections shows;Lumber DOL-1.60 plate gnp DOIr-1 X0 2)ProMtle speculate drainage to prevent Mier Folding. 3)Gable requires continuous bottom chord Leaving. 4)The buss has been designed for a 100 psf bottom chat live load nonco ecuued With any other IIVO loads. 5)'The buss has been designed for a Ilve load of 20.Opet on the boftom chord in aft areas were a reclerlgN 3E bill by 2-0-0 wade will fit bet en the bottom dilortl and any that members. 6)Pub4de resonance connection(by others)of turas to beating plate capable of wMstanding 1 D Ib uplift at joint(s)e,4,5, A Meals very Oedar'. --n..NOTES ON..Ncloorm MIIEx fl..GAGE.14)S m.169Yfe15aEFWiEUSE. Ceeen WMIW We.1 wile kn.cwv 1-dede 6.-I orlYununl,a'—h-Wwm.mtlbIwm MMkAM bMYp catpd,cnr.rot Oaden d deal �Iwciour MI Iato ahNnr nxalwMNfIn oduci us 0l hMn drool email MY.Nbcwlwralalance lnbknwadl Wag QW}1.9pcxq Yutaledklo pevanl dwWfp ollMxtl�xn MO WBUOq/IXCMtlman�'iwYY.04abIM 9nl%gy TdpnMlYnld4ctg e kRwgxlegWed b YQMyaMlopermlcdlgeeuMlmWMelaM f'1W atl POVe11Yd.Mnt@e, iw Mee,rcd OHdiav 16W4•pne kthMbtalwoae.aelNery wacAvizq bf 1rgo11nn�emlMmryslen2waXfl/IRI GuyIY CAMy bMMYM ICNPHpCempwur0 eW4vvraties . sexy mmaaenoa walmle nwatl�tTrnaxwnn4e,zea N.leeslreel.sxla3l z.aewaava znl4. T.aw.n 3a,o Job Truss Trues Type Ory pit, Mazles t, TBOB4612 104]3T0 Vic Valley f 1 Job Residential(opbonell &IIIJinB GOmDOneM Suppty, JeGmnvilb,FI32258 B.OtO ePpr20 pl-6 4ZOP6nK ebim,Ile. Wetl Ju12014:01: WmHr ST IOwuIMNI>IZpL000P11oll IGDDH32ZBPNKFwOew1:32Wyi91i ON _I�pWmHrhyweST LS-15 SP15 Bb15 8815 12515 13-9-05 165-05 1]915199-05 2042 2190.2 24{-2 25102 2]-- LS15 1-0.0 290 1 E-0 2B0 ti0 R80 ~i0 1iD M1L3 M1LO 2-60 bL0 F/-0 son,150.5 66 n 50n V2 14 15 18 17 4p18 41 18 20 02 3 R set 11 10 B9 ] 6 5 3 z 3e4' 90 38 v 36 35 3a 3332 31 30 29 28 27 26 25 24 23 22 21 31= OpM Mi-6 SB15 6515 5415 12515 16515 166/5 1'7 1 2652 21-162 2 2 2510.2217 2 Od110 458 1i0 280 ~i0 2b0 /LO 280 1i0 263 1i-0 A60 1 d 1I-0 PIMe OXaebfXYH 18:0380301116:04120391 LOADING(Pat) SPACING299 CSI. DER. In 0.) Insist I ' PLATES GRIP LL TC20.0 Plate GAP DOL 1.25 TC OW VewL190 ) he - Na 999 W20 2401 TCDL 100 Lumber DOL 1.25 BC 0.08 Verl(FL) Ne - Na 999 BCLL 0.0 ' Rep Stress Inch YES WE 0.08 Hood( L) 43.01) 2> Na Na BCDL 10.0 Cods FBC20lVTPY20D7 McBIxS Weight 213 In FT=219% LUMBEW SPACING- TOP RACINGTOP GHIORD 2x4 SP Nat TOPCHORD Structural wood sheathing directly cooled or 699 oc purlins, BOT CHORD 2x4 SP No.2 except aM rti vecal s. WEBS 2W SP No.3 DOTCHORD Rigid wiling directly applied or 60.0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All beaAlgs 27-1 9. (Ib) Mex Hort 1=212(LC 12) Max Uplltl N$wlifllWlborlessatlolM(3)21,24,2],3,3,3],23,22,25,26,29,28,31,33,36,35, 39.38 Max Grav AII reactions 250 lb or less atfoings)21,1,24,2],30,34,37.23.22.25,26,29,28,31,33, 36.35,N.38 FORCES. 0b)-Mex Comp.IMax.Ten.-All tomes 250(Ib)orlessexceplwNenshown. TOPCHORD 1-2-2Un23 NOTES 1)Wlnd ASCE]90;Vult=130mph(3-second gust)Vasil=101mph;TCDLd.OpN;BCDbS Opsf;8258;BA ft;L= Tt,.e ft;Gat. II;Exp B;End.,GCpi=0.18;MFRS(directional)and C-C E9dedm(2)1b]to 4-5-15,Imedog1)4-5151*19-37,Epedor(21143-] to 23882or1e;C-C for members and farces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)Provide adequate drainage to prevent water ponding. 3)Al plates are 20 IAT20 these o9herwbe Incensed. 4)Gable requires continuous bottom chord bearing. 5)This truss has been dmlgned for a 10.0 Pot bottom chord live load nommrcurrent wgh airy other live Iwds. 6)-This three has been designed for a live Iped of 20.Opst on the bottom chord in sh areas where a rectangle 36-0 tell by 2-c-0 Mde Mil fit between the b*dom chord and any other members. 7)PmAde mechanical connection(by others)Of Imes to beating plate capable of wphstandol 1001b upla at Ioings)21,26,27,30,M. 3],23,22,25,26,29,28,31,33,35,35,3,W. Y wIe QA3-VMly dir,00em u d aFAa NO] oei 4Nd dCLa0E0 M11E6 REFERaNCE PAGEF 0.7<A—INOdrOn aEFOaEaffi. ceNpl WIOIw uswYY WT Mlo4wcwu,eclo,illttleiVjn kL�x+1,W Y Wn[�rmulwx Nrtwm.mils Iwm MM9wY Mwd�g m,qu,ent MI liwiytl0n,.�Ide v¢,Me Wldrp*eLL3rprmuAvwIN IM[qMk'MXyoleleitn Ciuw,lo,saref LVWn1Y9,curvobxec�LLar,IMo11¢owd dYMp�iBwigxtlkala0klo pevenl hxxMlLgdlrvMtlW l�webad/wcMdmen�awYY.Rrld11aM 1empaayme�muenl lROCIp e 6dWOr>-•eepJed b slalflNmdiogevml algae Mm 1wrYAepemntl FNV W pgNM Wno2e. fwgenadpYAse reporJq Mo rtlYrdbl iltmBa.WWay.awAn m]hcclrg ollnuasaglnNsyslBmtt9P/4111/RII gpIXy Glxxlo,aYd9ap aeN 4iJnpemparxnl NW Peb EM BM. ByNy Irlametlm rnW11e IrarnlrinfbR MMA*.21aH Lee 41aB1.3VIM31'1 NevN11 VAR2d1E. Tenp,FL S1S10 Job boat Tluca TYpe Of Ry Mora ie T9094613 10473]0 V11 GABLE 1 1 Job Reference(oo'well BuilOilg Compwwx Suppty, Jble,FlWJ3iPage IDVrNlZpLOWGdaOAp1-SeMIeLZmW1w3NYMftcfeAVYWByweSS 191-15 25410 19145 51611 Sdele=1:16.9 T6= S c012 14 1516 17 3a 10 10 9'1 13 12 3iB% ff � 010 0 6 5 � 3 4 3x0' ]1 38 35 34 33 32 31 33 29 28 27 28 25 24 23 22 21 86= 25410 z50-10 Plain 011eem(Xn-- 1942-1 Etl0ells4&o o-2-41 LOADING(pal) SPACING 2-0-0 CSI. DEFL In Qin) Vd.0 W PLATES GRIP TCU 20.0 Pmre Gap DOL 1.25 TG 0.05 VeR(LL) Ne - nVe 999 W20 241/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Venji-) Na - nm 999 BOLL N. Rep Stress Ivor YES WB 0.09 HOr2(TL) -000 30 Na We BCDL 10.0 Code FBC20141TP12007 Moral Weight 190m FT=2(A LUMBER, BRACING TOP CHORD 2x4 SP N0.2 TOPCHORD Structural amoa sbeetheN directly applled or G"m,pualrs, BOT CHORD 2x4 SP No.2 except and vertical, WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or a-00 or,trading. OTHERS 2x4 SP No.3 REACTIONS. Allbea@gs25-010. Qb)- Max Pon, 1=212(LC 12) Max Upllfl All lgll0100 lb or less at)oim(s)21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36, 37 Max Gray All reactons25011,orlenatloIN(s)21,1,22,23,24,25,28,27,28,29,30,31,32,33,34, 35.36.3] FORCES Qb)-Max Gomp.IMax.Ten.-AIIIo1ws250(Ib)orieasexwpl Ohwshowv. TOP CHORD 1-2=255122 NOTES 1)Unbalanced roof live loads have been considered forthis tl6eign. 2)Wind ASCE 7-10;Vult=130rrM(8-sewnd gust)Vasil=101mpb;TCDL=5Xpal;0CDL6.(psf;h25rl;B715rl;L-25ft;rnsm=oft;Cat. 11;Exp S;Encl..GCpib.18;MW FRS(dlrectlwal)and CC Exleaor(2)13710437,Inmdor(1)4-B 7m 1937,Eldesim l?)193-7 to 23-9-102m1e:C-0 for members and forced,&MW FRS for reactions shorn;Lumber DOL=1.60 plate gap 001=1.80 3)Provide adequate drainage to prevent Offer pomf 4)All plates are 2x4 WS()unless dr areries naiceted. 5)Gable requires condnuora bottom chord passing. 6)This truss has been designed for a 1C o psf forlorn chord five load nonwoncement Orlh any Miler live loads. 7)•This tmss Iles been designed for a live load of 20.0,61 on the bottom chord In all areas Wfixe a rectangle 3E %ll by 2-0-0 Olde OIII fit barvreen the bottom chord and any other members. 8)Provide mechanical conned on(bV olhem)of rasa to bearing plata capable of Withstanding 100 to uplift M joint(s)21.22,23,24,25, 26,27,28,29,30,31,32,33,34,35,36,37, Q WAMMlc Ore,blpr Per-ae-an4 aEJO ad.pNTM64NO.,.e0 MI1Ex aEfE64 NCE P4OE MX-]I>)m.fOtllROfe Banca,all �Welw LvgiybM MIeF6cmcCEMS.IRCN2n f DaeewYY W�1 p>,aneren Nwm.,mf k Iw m MSNdId kxMMp axrysvwnl.mi Mmay[Mn Mk18 ibB.R9 WkLpdaalm rrulveNylM[P11c1Mllyol(165L1�prtrarelertm]ggreaY bcwpaaW PSCeAjn9110 X¢ovndl dtlrg Osihn BaAgatlkOlMxbgeYBMbFWp MIriT,tl Yln6xebufl/a A%YtlmemUars Y.AWIwM lerrrWraY vd PorrrprenldoCYp e 6tiv.'tlHreraYed brlktllharebpea�icc44�/M11rrWxda M'9'reE x,M'atlp48M6�f�Na.krgw�dtl PMMc6 re9�dWgM Icbk:ddl alaM.dea'iarY.erwlcn m]d¢ag WNWtOMIM WYerr,s reeaxWIVI1WMIh C1Waa.WBNaW 0CN W0yW LamWrtEra TOna,IF IsM. ayNy Ippmptlm aakie hwnlnnfNle MIIUN.216 N.Lw SOmi,Slue d12,NmatlihVPYIJII. Tanpa.Ft]3910 =.. Tines Type OM Anastas cry Pia 780896141 1047370 V12 GABLE 1 1 job R i Building Component Snooty. JeckWaYllle F132256 to-t-ts pr20218 MITek ldslem Wd J20 fIA1_.222016 1 D:wW9NJYRPL0gDndeDCFBgFOphislS 261-2 Forf to-t-i6 o-63 Scale=t F0.1 W6f3 1z 13 14 15 18 17 3p 10 40 18 TJ 12 Are I m 0 e ] e s 4 1 m4' 37 30 35 34 33 32 31 33 20 20 27 26 25 24 23 22 21 08= 2622 622 PI f Oft 1 IKY!- [141040.0681 LOADING Saf) SPACING- 2-00 CSI. DEFL In (lac) Yeah W PLATES MIP TOLL 20.0 Plate One DOL 1.25 TC 0.03 Ved(LL) nes - Na fail MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Ven(TL) w - Na fail BOLL 0.0 ' Rep Stress Rus YES WR 0.00 Horl 0.00 21 We We BCDL 10.0 Code FBC20147T1`12007 Matin-S WeligM:19911, FT=20% LUMBE6 BRACING TOPCHORD 2x4 SP NO.2 TOPCHORD Shudurel lmood sheathing chmotly applied or 6-GO od pufirs, BOT CHORD 2x4 SP No.2 except end osmosis WEBS 20 SP No.3 BOT CHORD Rigid caul,dlrecity applied or 10.0-0 so amount. OTHERS 2x4 SP No.3 REACTIONS. All beahrgs 28-2-2. (lb)- Max Hca 1=201(bC121 Maori All uplift 10011,orlessalfolnl(s)21,22,23,24,25,28,27,20,29,33,31,32,33,34,35,36, 3],30 Max Grad All reectlons2W lb orleasatlolnt(s)21,1,22,23,24,25,28,27,28,29,30,31,32,33,34, 35,36,37,30 FORCES. (Ib)-Max.OomplMax.Taft.-All forcea2500b)arias excepiwhan ahown. NOTES 1)Unbelencetl roof eve loads have been considered for Ibis design. 2)Wine ASCE 7-10;Vu11=130mph(3-seaTnd Sled)Vasual01 mph TCDL=S.Opsf;BCDL=5.0psf;M-25ft;BiplSft;L=2Mh NadF-4ft;Cat, 11;Exp B;E.L.GCp1-0.18;MFRS(tllmddionel)and GC Exlenor(2)134104-10-2,Interi 4102 to 165-4,E menti 18-5A to 22332ow;C-C for members and tortes 8 MFRS for radon shown;Lumber D0L-1.60 plate gulp D0 use, 3)Provlde ard"u r e drainage to prevent water ponding. 4)All plates are 2 Ni unless omorres.Indicated. 5)Garble rrgorms continuous bddom Mord bearing. 6)This In has been designed lar a 10.0 of Whom dmrd live two noncwwunent with any other perhands, 7)-This times has fern designed for a live load of 20.Opef on the bddom Mord In all areae Where a 1eclangt a 330 tell by 20.0 Was will i8 batwaen the bottom choN and any other members. 8)Protide mechanical connection(by oMam)of loss to bearing plate capable of Wlmstanding 1001b uplift at loinl(e)21,22,23,24,25, 26,27,28,29,W,31.32.33.34,35,36,37,38. Q W46 NWrNone Woe Pin-Ari NOTED ON IWa AND A'CWOEO M K REFEP4NCE P40Edi m.m ospri BEPoRE Ow 0rap�aadlW un aeYY"4ln MIINJ<mrecY.RSOaq�kL]wYY�T�^�W�^'aelers SurvmaM NlwmazautlM diMg cwngwnn,rot O�maMBlli.�Iaeu¢a¢NRpdWMamW asil1Y 11'e[gACrtllly olOsp�Wa�wNRUdp�lYEwaFpde R24Y4�Tb 11aoPw� aw0aapn NacRxt2mda6Rro ore.«nwcareana.ria mmwebawameramaronewrY.wawenleapa�rmeoenrbm+l l»aa.l a Lugs ee]Netl b�ektiyOd bpeveel eaagfe Mlhpd>W GewM14EYatlp%9dduxerea.rp9eaAd OMMCB�dN�x10¢ 12 kaMlabo3a,O[Nay.e�acMnad dm2Madln�¢a VdlnaryLw�A reeaNal/INIGMN GTanN,DN4NaMOW N�1Nl CamWeN BOOaPNaEM BH. yMy IrlmwXon a,�e Yp0 Ns PabtYMa 216 N.rea59ee1.911e]12 NeaONab VA22d11. Terya.FL XM10 Job Tress T.Type city Ply Anadenia T9°916151 104]3TO V13 GABLE 1 f Job (optional) BUdg Confirmed Supply, assessment,Fl3258 aA ummiilmklntllM cJU2014r91:242018 Pag IO: u4M11ZpLODDKtla0xp?-MN� OUWTUkyMVp9HZOUxewVyxP 18d-05 we Q 1&i-15 510.3 Scal 511 sm F1z 13 14 15 3g 16 17 1e 1z n s,ao 3610 8 9 S S 3 4 I I 2 do 1 3x4' 35 se 33 32 31 30 2S, 28 z] 26 25 24 2:f 22 21 ID 16 she= 4 242 Nb2 %N gleets(ILMI-- 113'61-003-01 LOADING(pM) SPACING 2-0-0 C8L DER. In (bc) Udall W PLATES, GRIP TCL_ 20.0 Plate Grip DOL 1.25 TC O.N Verbil rVa - No 999 -20 244]190 TCDL 10.0 Wmbar DOL 1.25 Be 8.61 Verl(R) Na - No 999 BOLL 0.0 ' Rep Stress NCr YES WB 9.0B Hor2(R.) -0.00 2B Na No BCDL 10.0 Code FBC20LVTPI2007 Mal Weigh 176 to FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Ni TOPCHORD Structural xmtl sheathing Eiredly applied or 6060 on purNl4 BOT CHORD 20 SP Ni except and ver icels. WEBS 2x4 SP NC3 BOTCHORD Rigid ceiling directly applied Cr 6-00oc brxdng. OTHERS 2x4 SP Nd3 REACTIONS. All bearings 2442. (Ib)- Melt Hort L-WRLC 12) WdUplift All Lialtt 1001E or lees atloint(e)19,20,21,22,23,24,26,2Q 28,29,W,31,32,33,3635 Max Grav All readlons 2501E or less al loinRa)19,20,21,22,23,24,25,26,28,29,30,31,32,33,36 35,1 FORCES. (Ib)-Max Comp.IMax.Tien.-All fomell gb)ormar exceptwfien shown. NOTE& 1)Unbalanced roof live foods have been considered for MIs design. 2)Wind:ASCE 7-10;VJf=1"ph pLimpond Brat)Vasd=101 mph;TCOL-3.Opsl;BCDL=5.Opaf;hi S-158;L 411;spowl ;Gal 11;EV B;End.,GCpi=o.te;MFRS(directional)and GC EHedor(2)1-8-]to4-8-],Interior(1)4-8-]to 18-54,Exteriar(2 51 Oto 22-8-22one;G-O for members and forces 8 all for rea0tlora shown;Lumber DOL=1.60 plate grip DOL=180 3)Provide adequate drainage to prevent water pording. 4)All plates are 2x4 MT20 unless otherwise Indicated, 5)Gable requires COMlnuous Whom chard beating. 6)Tile truss has been designed for a 10.0 psi Pill Chord live Toed noncoesu°ent win any other live Toads. n'TMs tmss has been designed for a live load of 20.O Well on Ne bottom cord In all areas Mom a rectangle 36-0 bit by 2-"rode x91 Bt between Me bottom cr o d and any other members. e)Pmvde mechanical Connection(by ofteen of Mom to beading plate capable of with oranding 1001E Wit M IOinta)19.2D,21,22,23, 24,25,26 28,29,30,31,32,M.34,W. 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