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1632 Maritime Oak Dr single family residence permit spit CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD •� �I ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3374 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family home Estimated Value: $291,126.00 Issue Date: 3/21/2017 Expiration Date: 9/17/2017 PROPERTY ADDRESS: Address: 1632 MARITIME OAK DR RE Number: None PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC Steven Russell Merten,CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $526.69 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,053.38 STATE DBPR SURCHARGE $15.80 STATE DCA SURCHARGE `, $$115(.88�(0� (� EERMIT'Ig`p7p(tl7VEp1 UM.�'BV'ACCDBDANCE W17'(rAt Fff OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA I(DIdISNC CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/METER $185.00 ONLY WATER CONNECT/METER $185.00 ONLY Total Payments: $7,371.67 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER 04 )� Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)2475845 Date routed: Dol Ian I�� ''GofU9? E-mail: building-dept@coab.us City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM L o+ +lao Property Address: Ib_:D' Matt'Aink 04'iz- IQ(• Department review reuired Ye No Applicant: 10 it�- %%(D ice(-• C21anning Zonift Tree Administrator Project: two blit Utilities Public Safety Fire Services Review fee $ Dept Signature th&r Agency Review or Permit Required Review of Permit Verified or ReceiptB Date 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. APPLICATION STATUS Reviewing Department First Review: Approved. ElDenied. (Circle one.) Comments: BUILDING PLANN &ZONING Reviewed by: Date: 0 TREEADMIN. Second Review: ❑Approved as revised. E]DeniEV PUBLIC 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 y( Irj City of Atlantic Beach APPLICATION NUMBER j' 9r Building.Department TO be assigned by the Building Department.) 800 Seminole Road 1 pp n Atlantic Beach, Florida 322335445 I Sf1�— 33�y Phone(904)247-5826 Fax(904)247-5645 E-mail: building-dept@mab.us Date routed: Dol IaR I I} City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM lio-k ib 130 Property Address: Il032i. M&A-Vton,— pgl-- O(. De artment review required Yes No Applicant: TD � - QtOS) . `. tannin &Zona Tree Administrator Project: to LA.� -Wo blit Utilities Public Safety Fire Services ev'iew.fee_$ Dept Signature_ Qt or 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: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:/.r.we CDate:3//17 TREEADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: yf ar, City of Atlantic Beach APPLICATION NUMBER :IT n Building Department 'a"'°"' :--- To be assigned by the Building Department.) 800 Seminole Road ; Atlantic Beach, Florida 322335445N,f � .33ly Phone(904)247-5826 - Fax(904)24 - JAR 1+ 2 2017� t E-mail: building-dept@coab.us 1 Date routed: Oa Ian I Ia Cityweb-site: http:/A w .coab.us BY, t✓ APPLICATION REVIEW AND TRACKING FORM L o+ '*130 Property Address: ' MQ(�+;ryt,� pgll: lair. D epartment review required Yes No Applicant: �flll %(DS, �f\L zoneistratorProject: V�P.W S f1�1�—�0.Ma ly �o t n Q ess Peviewfee.$ Dept Signature. _. tftjt sr Agency Review or Permit Required Review of Permit Verified or ReceiptB Date Florida Dept.of Environmental Protection Florida Dept.of Transportation $t.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS ►/ Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: Ja BUILDING / PLANNING &ZONING Reviewed by: Date (� TREE ADMIN. Second Review: ❑Approved as revised. DIDenferd. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: yl iv-, City of Atlantic Beach r7 ' x p APPLICATION NUMBER r1r •;;r Building Department' • - (To be assigned by the Building Department.) 800 Seminole Road I' �55 j Atlantic Beach, Florida 32233-5445 t 14M 4 2 2017 1 1 , S f(R- 33-iy Phone(904)247-5826 Fax(904)2kJ5845 p p •;q�F E-mail: building-dept@ccab.us By: Date routed: _Dol(asa I��- Cilyweb-site: http:/lwxw.coab.us APPLICATION REVIEW AND TRACKING FORM 1,01 *130 Property Address: 1t03a. M0.(i-V%jnA_ Ott►` 0(. D epartment review re uired Yes No Applicant: 101%. 6(DS� ' C.• Zom f{�� inistrator Project: y�Q.W Sr (lfalt- r0.(t^a l� 1�D m,Q litie ety ces j2eview fee$ 0 Dept Signatu Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation - $t.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco _ Other. APPVGATION STATUS FReviewingent First Review: Approved. ❑Denied. Comments: NG Reviewed by: '" ' Date:Second Review: A roved as revised. ❑ pp ❑Denied. WORKS Comments: PUBLIC UTILITIES 3- z-/ 7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: W'f�lpr CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane 'rb rlFil�� ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST /� Date: .3-2 -(7 Project Address: /(a 32 i'��///4V_1ivH L �t' No. of Units: Commercial_Residential V -� Multi-Family ^ 4 New Water Tap(s)&Meter(s) Meter Size(s).�_ New Irrigation Meter v/ Upgrade Existing Meter from to (size) / n New Reclaim Water Meter✓Size--�yNew Connection to City Sewer_ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (APplicmu) CIT STAFF USE ONLY Application# /T— SFZ- 33 77 Water System Development Charge $ I4tfa (JD Sewer System Development Charge $ 1315b. 66 Water Meter Only CZ _ Reclaim Meter Only $ /gr(b Water Meter Tap $ (nous) Sewer Tap $ Cross Connection $ ,SD. to Other $ TOTAL $ (b',��J�• (� APPROVED: Kavle Moore.PE \ (Deputy PWDirector o Autho aedSign e) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: 1632 Maritime Oak Drive:Atlantic Beach.FL 32233 Permit Number: Legal Description Lot 130 Atlantic Beach Country Club Unit 02 67-132-08-2S-29E Parcel Floor Area of Sq.Ft. Sqq.Ft Valuation of Wor 291.126 roposed Work heated/cooled 2 561 non-heated cooled 652 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Umofexisting/propowd structure(s)(circle one): Commercial Residential If an existing structture,is a fire sprinkler system installed?(Circle Florida ProductApproval# See attached For multiple products use pronetpproved form Describe in detail the type of work to be performed:New Residential Construction Property Owner Information: Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue City Ponte Veil State FL Zip 32081 Phone 904 217-0739 E-Mail or Fax#(Optional)arogem@tollbmthers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: arounktollbrothers.com Company Name: Toll Bros Inc Qualitying Agent: Steven R.Merten Address: 160 Cape May Avenue City Ponte Vedm State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax It State Certification/Registration#CGC 1510225 Architect Name&Phone#1-0 I I Engineer's Name&Phone# FAnPAI7 j V dIA�K`� trial_ LT Na 09057 Fee Simple Title Holder Name and v Address Toll FL \12 LP Bonding Compan Name and Address N Tft Mortgage Lend, Name and Address Application is here/by made to obtain operant to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards ofall laws regulatory,construction in this jurisdiction. This permit becomes null and void ifwork is not commenced within six(6)months,or ifconstruction or work is suspended or abandoned for a period ofsa/bf months at anytime offer work is commenced. f understand that separate permits most be secured for Electrical Work, Plumbing, Signs, Wells, Poole, Furnace, Boilers, Heaters, Tanks and Air Condilioners,eta 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 YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this ap lication and know the same to be true and correct. All provisiam of laws and ordimnces governing this type of work will becomplied with whether spent ed herein or not. The granting ofo permit does not presume to give authari o violate or cancel the provisions ofany other federal,state, or local law hating cons rumion or,the per ofconsmitction. Signature of Owner Signature of Contractor Print Name Steven R sten.Division Sr Vice President Print Name Steven R. rte Division Sr.Vice Preisdent Before me Before me this 23 Wavof Februa 2017 this 23 Da f February 201 Notary PublicW �2mwv k) A3HLEY ANN ROOERS Notary Pt i I. � s 2 MY COMMISSION N GG019753 Revised 01.26.10 EXPIRES Augustea 2020 L-4 !A ASHLEY ANN ROOER8 :: WMY COMMISSION N 9G019nia OO EXPIRES Augusta .02020 1 II i r S /6 19 -Z V z 3 R.O.W. Permit Attachment of for R.O.W.Permit# issued ,2017 Atlantic Beach, FL 32233 Owner's Name: Toll FL VI, LP Property Address: 1632 Maritime Oak Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 130 R.E. #: 169505-1945 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of ,20 ,by Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY" 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 Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally 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 CITY to the USER, said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cane May Ave. Ponte Vedra, FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or 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 requirements 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 1 of 2 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 meet 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/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SI this 23 day of Feburary ,2017. By: ve rten, Division Sr. Vice President,Toll FL VI, LP. ( o be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 23 day of February .2017,personally appeared before me, a Notary Public in and for said County and State, Duval. Florida , the property owner of 1793 Atlantic Beach 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 purpo therein ment red. I r "'�e ANN RORS MY COMASNLCY MISSION p GCaEG018]53 EXPIRES Mqusl 09,2020 No ublic in for said County and State CITY OF ATLANTIC BEACH,FLORIDA,a municipal corporation: Approved: Aeeg.4,, a Pubi' Works e1rector D-MA(. , J'a�obovi'fi?j. e . For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 OFFICE COPY DO NOT WRITE BELOW- OFFTCE USE ONLY Review Result (circle one): Approved Disapproved Approvedw/ Conditions i ReviewInitialsiDate: /M Development Size Habitable Space .2s 6/ rF. Non-Habitable a Impervious area Misccllaneous Information Occupancy Group Type of Construction Number of Stories Zoning District Max. Occupancy Load wire Sprinklers Required_ ,lood Zone ;onditions/Comments: MAP SHOWING PLOT PLAN OF LOT 130 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECOROEO N PUT BOOK 67 PAGES 131-137 OP i,E CURRENT FVB C FECOROS OF OWAL CO(Mry �. OEKBFIEO TO: TOLL BROBKR3. INC. -w OENOTDRECnCN OF now TYPE 'A' DRAINAGE ELEVATIONS 910YM THUS(12.60) WRE TAKEN MOM ENGINEERING PANS BY TA]LCR g MITE, INC.. DATED 01-15-14 EI ATONS SHOWN HEREON REFER 10 RAW OF 1988 Ila brra ,y, €A� se r ..�.'�.pw t3 P'k- . I 4 ... ❑22.a• pp 4 3 s M) I DI PaoPoscD 11F ynF. IE9DENCE tl 3 MWE 'STONEBRCOK W 4000'.D-s>ao' I 21.0' 0 0 P.EE..(12,J0)MINIMUM g e n W Lj g F.RE..(12.60)PRWOSED' g AWRI I ,Ucr z eB. Nm o" I f F a OCL- P .. ::wro rwW<a��io N892TJB•W 99.97' By�p�� 'IJ D L O T 1 J 1 C\p\\ T. k pdY- O WENSONS SHOWN HEREON ARE PER FWNDAMOP PUN LOT 14 0 MODEL 'smifae2CD(' LOT 9ZF 5,5945 50. R, DPoIEWAY TO R/W 3415 ENTITY WNI( >)5 5Q R. APPROLMATE 9DEWNK 2215 50. R. NOTE BUIIDER TO MAINTAIN J,0' RIOHT-Ci-WAT IfNGTH 65.12 R, BETNEEN AIC PAO AND TOTAL IMPEANWS WyFRACE 2,M15 50. R. 4= PROPERTY UNE. TOTAL EASTMNT AREA 438} S0, R. SIGNED — AHL vAVFR9 NAME 1!� ALL NEASURENENIS 6TYATm THEE SGIHEWIE DALE' FRONT 5215 $O. R, LOT SO. R, MINUS EASEIAENTS/NETUNOS 5,138 BACK 1135 S0. R. ACRE5.5,158/1}360 0.12 ACREy1 KLUUIRED TREE INDIES 4.8 THE REQUIRED NUMBER OF TREE INCHES W1LL 6E MET "NG Y DAM AMEIER TREES. 7C. C£ RECO - PLANTED TRE£5 SN.LLL 8E CANOPY TYPE, MM NO MgiE THAN 50!CF TRC SAM SPEM MONGINNEW CN RO.IP IH5UX411E 0.\IENWp W W N ip(1X-AL""YF�AMKBMNIMRMAND �R P K M}[p C}pL 13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. 1. a I.aw Wmnays- Snr sax msr voce sure u-,uawmmic rzaraW uzn- Rwpn-mee -ucervscR uAo evaaea wa StlR m l' sItETU iPi clm PVH ONLY - DIMS NOT RE CNr OT PMP.To ¢ $IpR wMNwm UNDIN a ersBD ox A rIEIn RVN Roc. _ DI �, 9J WL NW V GUM EMB0¢f0 BY sF/1 sum R ree acu 1,-n, Mcwa A Wwnr,xe. alE $—17 REC6RAT¢ AND =R v pP. 9/ BR9 pR P:\5T 1NBLL1]-19pP-IYgPkn -8 pa^Fp tp, ISJB1> {GIB pINJ N = O b GO J 01 , A W N - O (nF 3� b •aa ?? 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E f OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Stonebroek 2561 Right E Builder Name: Toll Brothers,Ino Street: 1832 Maritime Oak Drive(Lot 130 AB) Permit Office: Atlantic Beach Cly,State,Zip: Aflantic Beach ,FL, Permit Number. Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. Newocnalmctlon or existing New(From Plans) 9. Well Types(3097.0 sqH.) Insulation Area 2. Single family or multiple family Single-family e.Fmme-Wood,Exterior R=19.0 2697.008 b.Fmme-Wood,Adjacent R=13.0 200.008 3. Number of units,If multiple family 1 o WA R. 8 4. Number of Bedrooms 4 d.N/A R- 8 S. Is this a worst case? No 10.Gelling Types (2561.0 sgft.) Insulation Area a.Under Adic(Vented) R=38.0 2269.008 6. Conditioned floor area above grade h8) 2561 b.Under Atfic(Vented) 8=19.0 292.008 Conditioned floor area below grade(tt-) 0 0.NIA R= ft- i1.Ducts R W 7. Wlndows(458o sgft.) Description Area a.Sup:Attie,Rat Aft,AH:Attic 6 463 a. 1.1-Factor Oil,U=0.33 458.008 SHGC: SHGC=0.30 b. 11-Factor. WA W Q.Cooling systems kBtubir Efficiency e.Central Unit SHGC: 42.0 SEER:14.00 c. U-Factor WA ft= SHGC: - 13.Heating systems iEfficiency d. U-Factor NIA ft= a.Electric Heat Pump 42.0 HSPF:6.20 SHGC: Area Weighted Average Overhang Depth: 2.596 k. Area Weighted Average SHGC: 0.300 14.Hot water systems S. Floor Types (2561.0 sgft.) Insulation Area e.Natural Gas Tanklass Cap:1 gallons a.Floor Over Other Space R�.O 1306.008 EF:0.800 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 1255.00 ft- None c.NIA R= 8 15.Checks Patel Glass/Floor Area: 0.179 Total Proposed Modified Loads: 70.13 PASS c� Total Baseline Loads: 74.08 PAS I herebycertify that the plans and specifications covered by Review of the plans and 01111E STg7C this calculation are In compliance with the Florida Energy specifications covered by this ti ' e E, 0 . Code.. / / calculation Indicates compliance y`�.o „ 6 with the Florida Energy Coda. F mm *;.- ;+•`+;,y O PREPARED BY: 4n �tY17by1,ave �. Beton conswciion is completed " ti DATE: ti _ AI /1'7 this building will be inspected for - �'�., y compliance with Section 553.808 n I hereby certify that this building,as designed,is In compliance Florida Statutes. with the Florida Energy CoQe. �DpD WE OWNER/AGENT: x.11' BUILDING OFFICIAL: Jl _ DATE: 117=1211 I DATE: - V .�/6 /7 - Compliance requires certification by the air handler unit manufacturer that the alp handler enclosure qualifies as certified factory-sealed 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. 1/25/20177:23 AM EnergyGsuge9 USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of FORM R405-2014 1 PROJECT f( Title: Stonabrook 2561 Right E Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2561 Lot# Owner. Toll Brothers,Inc. Total Stories: 2 Block/SubDlvision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers,Inc. Rotate Angle: 0 Street: 1632 Maritime Oak DrN Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdicrion: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach Family Type: Sin9le4f mily FL New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Hearing Design Daily Temp V Design Location TMY Site Zone 97.5% 2.6% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blackt 2561 24304 SPACES Number Name Area Volume Kitchen Occupants Bedrooms hill ID Finished Cooled Heated I Main 1255 12550 Yes 1 1 1 Yea Yes Yes 2 2M Floor 1306 11754 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel 1SIab On-Grade Edge lnsulatio Mein 136ft 0 1255ft __ 0 0 1 V 2 Floor Over Other Space 2nd Floor ___ _— 130611 0 0 0 1 ROOF Roof Gable Roof Saler SA Emig Emlti Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1415 ft' 272 ft- Mellum 0.6 N 0.9 No 0 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full allle Vented 300 13M fP N N 1125/20177:23 AM EneMyGauge®USA-FIaRes2014 Section R405.4.1 Compliant Software Page 2 of i FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Forming Frec Tnrssrype 1 Under Attic(Vented) Main 38 Blown 1119 ft' 0.11 Wood Y ✓ 2 Under Attic (Vented) Main 19 Blown 136M 0.11 Wood _ 3 Under Attic Vented) 2nd Floor 38 Blown 11508 0.11 Wood ._ 4 Under Able(Vented) 2nd Floor 19 Blown 158W 0.11 Wood WALLS / Adjacent SPsw Cavity Width Height Sheathing Framing Solar Below �4-Oml- T -WaILTyp a_unlue-EtJe Fr n-Area RAtalueGradeb �1 E Exterior Frame-Woad 2nd Floor 19 40 0 9 0 360.011' 0 0.23 0.6 0 y 2 E Exterior Frame-Woad Main 19 20 0 10 0 200.01P 0 0.23 0.6 0 V�/ 3 N Exterior Frame-Wood 2nd Floor 19 38 0 9 0 342.0 ft' 0 0.23 0.6 0 L J4 N Exterior Frame-Wood Main 19 38 0 10 0 380.0 ft' 0 0.23 0.6 0 V 5 W Exterior Frame-Woad 2nd Floor 19 40 0 9 0 360.0 ft' 0 0.23 0.6 0 � 6 W Exterior Frame-Wood Mein 19 40 0 10 0 400.0ft' 0 0.23 0.6 0 �7 S Exterior Forma-Wood 2nd Floor 19 38 0 9 0 342.011' 0 0.23 0.6 0 ✓ 8 S Exterior Forma-Wood Main 19 38 0 10 0 380.0(1' 0 0.23 0.6 0 ✓ 9 E Garage Frame-Wood Ma1n 13 20 0 10 0 200.01P 0 0.23 0.01 0 x[10 NW Exterior Frame-Wood Main 19 3 6 10 0 35.0 ft' 0 0.23_ 0.6 0 11 SW Exterior Frame-Wood Main 19 3 6 10 0 35.0M 0 0.23 0.6 0 Y12 NW Exterior Frame-Woad 2nd Floor 19 3 6 9 0 31.6 ft' 0 0.23 0.6 0 ) V13 SW Exterior Frame-Woad 2nd Floor 19 3 6 9 0 31.5 ft' 0 0.23 0.6 0 DOORS -y If Omt Door Type Space Stamts U-Value FlWidth In FtWidthArea V 1 E Wood Main None .4 3 8 24(1' 2 E Wood Main None .4 - 2 8 6 21.3M WINDOWS Orientation shown is the entered.Proposed orientation.' Well Overhang V # Cort ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening_ V 1 E 1 Vinyl Low-E Double Yea 0.33 0.3 12.0 M 1 ft 4 In 1 ft D in None Exterior 5 11 2 E 1 Vinyl Low-E Double Yea 0.33 0.3 15.0 M 1 ft 4 In 1 ft 0 in Nona Exterior 5 3 E 1 Vinyl Low-E Double Yes 0.33 0.3 30.0M 1ft41n ift01n Drapas/blinds Exterior5 4 E i Vinyl Low-E Double Yes 0.33 0.3 4.0 M 1 ft 4 I i ft 0 in None Exterior 5 5 E 2 Vinyl Low-E Double Yes 0.33 0.3 40.0M 5ft41n ift01n None Exterior5 6 E 2 Vnyl Low-E Double Yes 0.33 0.3 18.0 M 6 ft 4 I 1 ft 0 in None Exterior5 V 7 N 3 Vinyl Low-E Double Yes 0.33 0.3 8.0 fV 1 ft 4 In 1 ft 0 in None Exterior 5 y 8 N 4 Vinyl Low-E Double Yes 0.33 0.3 36.0W 11141n ift01n Drepaslbllnds Exterior5 9 N 4 Vinyl LowE Double Yea 0.33 0.3 40.0 M 11 ft 4 I 1 ft 0 in None Exterior5 - 10 W 5 Vinyl Low-E Double Yee 0.33 0.3 30.0 ft' tft41n 1ft01n Dorpeslblinds Exterior 11 W 5 Mnyl Low-E Double Yes 0.33 0.3 20.0 ft' 1ft41n 1ft01n None Exterior5 12 W e Vinyl Low-E Double Yes 0.33 - 0.3 18.0 W i ft 4 I 1 ft 01n None Extador5 13 W e Vinyl Low-E Double Yes 0.33 0.3 72.0 ft' 1ft4in 1@Oin None Exterior5 112520177:23 AM - EnergyGeuge®USA-FlaRe52014 Section R405.4.1 Compliant Software Page 3 of IF, RM R405-2014 WINDOWS Orientation shown is the entered,Pro osed orientation. Wall Overhang # 0.1 ID Frame Panes !FRC U-Factor SHGC Area Depth Separation Int Shade ScmerMg_ l� 14 S 7 Vinyl Lav-E Double Yes 0.33 0.3 45.0 fl' 1 It 4 In 1 It 0 In DrepestlInds Exterior 5 J 15 NW 10 Vinyl Low-E Double Yes 0.33 0.3 18.01 1ft41n 1 110i None Exterior 16 SW 11 Vinyl Low-E Double Yes 0.33 0.3 18.0 W 1ft41n IR01n None Exterior 17 NW 12 Vinyl Low-E Double Yes 033 0.3 18.0 If 1ft41n ift01n Diapealblinds Extedor5 18 SW 13 Vinyl Low-E Double Yes 0.33 0.3 18.0 ft- Ift41n 1H01n Drapeslblinds Exterior GARAGE _ # FloorArea Ceiling Area Exposed Well Perimeter Avg.Well Height Exposed Wall Insulation 1 439 R 439 IF 61 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA Ecl ACH ACH 50 1 M01.1house Proposed ACH(60) .000301 2025.3 111.19 209.11 .2858 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 1 Electric Heal Pump None HSPF:8.2 42 kBtulbr 1 sys#1 COOLING SYSTEM If System Type Subtype Efficiency Capacity Alr Flow SHR Black Ducts_ 1 Central Unit Split SEER:14 42 kBtu/hr 1260 din 0.7 1 sys#1 HOT WATER SYSTEM _ # System Type SubType Location EF Cap Use SetPnt Conservation %/ 1 Natural Gas Tankless Exterior 0.8 1 gal 60.9 gal 120 dag None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cad # Company Name System Model# Collector Model Area Volume FEF None None ft' DUCTS { / —Supply— --Return Air CFM 25 CFM25 HVAC# V # LoceHon R-Value Area Location Area Leakage Type Handler TOT OUT ON RIF Heat Cool 1 Alto 6 463 ft' Attic 201 ft' Default Leakage Attic (Default) (Default) 1 1 i i I 1/25/20177:23 AM EnergyGaugeSD USA-FlaRe52014 Section R405.4.1 Compliant Software Page 4ef5 FORM R405-2014 TEMPERATURES Programable Thermostatt:(V ai� (r Crreiling Fans: rD(77 rD�I7 77 'D07 fD(77 Heating [XIJan [ Feb [XiMar �iApr [ MaynJun riJul [ ]Aug [ ]SepSep �(]Oct Oc[ '%J No [ ]Oec Venting Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 6 6 7 8 9 10 11 12 Gaoling(WD) AM 7876 78 78 78 78 78 78 80 80 80 80 PM 80 60 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) pM 78 78 76 78 7B 78 78 78 78 78 78 78 Heating(WD) AM 6fi66 66 66 fib fib 68 fib fib fib fib 68 PM 68 68 68 68 68 68 68 66 88 88 66 66 Heating(N/EH) AM 6866 66 66 66 68 fib 68 68 68 68 68 PM 66 68 68 68 68 68 68 68 68 68 68 fib I I i I 1)25/20177:23 AM Ener,yGauge®DSA-RaRes2014 Section R405.4.1 Compllant Software Page 5 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerfonnance Index,the more efficient the home. 1632 Maritime Oak Drive (Lot 130 AB) ,Atlantic Beach , FL, 1. New constmclion or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 2897.00 ft' b.Frame-Wood,Adjacent R=13.0 200.00 ft' 3. Number of units,If multiple family 1 c WA R= fl' 4. Number of Bedrooms 4 d.WA R= ft' 5. Is this a worst case? No 10,Ceiling Types Insulation Area a.Under Auto(Vented) R=35.0 226900 it 6. Conditioned floor area(ft') 2561 b.Under Attic(Vented) R=19.0 292.00 W 7. Windows" Description Area c.NIA R= R' e. U-Factor. Ott,U=0.33 458.00 IF 11.Ducts R SHGC: SHGC=0.30 a.Sup:Attic,Ret:Attic,AH:Aklc 6 48363 b. U-Factor. N/A ft SHGC: 12.Cooling systems kBtWhr Efficiency c. U-Factor: WA ft' a.Central Unit 42.0 SEER 14.00 SHGC: tl. U-Factor. WA ft' 13.Heating systems kBtu/hr Efficiency SHGC: e.Eleddc Heat Pump 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.696 ft. Area Weighted Average SHGC: 0.300 S. Floor Types Insulation Area 14.Hot water systems a.Natural Gas Cap:1 gallons a.Floor Over Other Space R=0.0 1306.00ft EF:0.6 b.Slab-On-Grade Edge Insulation R=0.0 1255.00 ft' b. Conservatlonfeatures c.NIA R= ft' None 15.Credits Petal I certify that this home has complied with the Florida Energy Efficiency Code for Building �za5 sru. Construction through the above energy saving features which will be Installed(or exceeded) yo 60 In this home before final inspection. Otherwise, a new EPL Display Card will be completed based on Installed Code com II t eatures. rr��„ ^:: ':•� o Builder Signature: Date: kb(0 * v Address of New Home:ILV3a MQYIhme OCIK or, City/FL Zip: Ag,FL 3p ,�33 ca W"T I `Note: This is not a Building Energy Rating. If your Index Is below 70,your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. i 1/25/20177:23 AM EnergyGauge®USA-PlaRes2014 -Section R405.4.1 Compllant Software Pagel oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1632 Maritime Oak Drive(Lot 130 AB) Permit Number: Atlantic Beach ,FL, MANDATORY 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) display card be completed and certified by the builder to be accurate and coned before final approval of the building far occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpreseld residential 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 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar 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 with 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 Testing. The bullding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2,and 3 air changes per hour In Climate Zones 3 through B.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterlorwindows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other infiltration control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures; 3.Interior doors,H Installed at the time of the test,shall be open; 4.Exterior doors for continuous mmilar lon systems and heal recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and retum registers,H installed at the time of the test,shall be fully open. R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. )tJ R402A.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 arm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA oJDMAICSA 101/I.S.2/A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. R402.4A Recessed Ilght ng. Recessed luminaires Installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 tis)when tested In accordance with ASTM E 283 at a 1.57 pat(75 Pal pressure differential.All recessed lumdnelres shall be sealed with a gasket or caulk between the housing and the interior well or telling covering. R403.1.1 Thermostat provision(Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electricreslstence heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and beer boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2].2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construdion or rough-In testing below. Duct lightness shall be verified by testing to Section 803 of the RESNEf Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as allthorized by Florida Statutes,to be-substantially leak free"by either of the following: 1. Post-Cohsburumn lest:Total leakage shall be less then or equal to 4 cfm(113 Umin)par 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system,including the manufacturers air handier enclosure.All register boots shall be taped or otherwise sealed during the lest 2. Rough-In test:Total leakage shall be less than or equal to 4 cfm If 13 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the test If the air handler Is not Installed at the time of the test,total leakage shall be lees than or equal to 3 Gm (85 Umin)per 100 square feel(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test a not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing a nal mandatory for buildings complying by Section R405 of this code. 125/2017723 AM EnergyDauge®USA-FlaRes2014 -Section R405.4.1 Com Page r of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as duds or plenums. [�{ 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 R3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not In use. yu R403A.3 Heat traps(Mandatory). Storage water heaters not equipped with Integral heat traps and having vertical pipe risers shall have heat traps Installed on both the Inlets and outlets.External heat traps shall consist of either a commercially available heal trap or a downward and upward bend of at least 3$Inches(88 mm)In the hot water distribution line and cold water line located as close as passible to the storage tank. R407.4 Water heater efficiencies(Mandatory). R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systema shall be equipped with automatic temperature conbols capable of adjustment from the lowest to the highest acceptable temperature sailings for the Intended use.The minimum temperature seting range shall be from 100-F to 140°F(38-C to 60°C). 8403.4.4.1.2 Shut down. A separate switch or a dearly marked cirou,breaker shall be provided to permit the power supplied to elechic service systems to be fumed off.A separate valva shall be provided to permit the energy supplied to the main bumeds) of combustion types of service water heating systems to be turned off. fp R403.4.4.2 Water haunt ng equipment. Water heating equipment Installed In residential units shall meet the minimum effklencies 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 pad of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solarwater healers shell met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water Production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Cerii red Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,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 criteria: 1. Be Installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be Installed at an orientation within 45 degrees of true south. R403.5 Mechanlcal ventilation(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 means of ventilation. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 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 wlth ACCA Manual S based on the equipment loads calculated In accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building leads 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 Ne 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 local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Coaling only equipment shall be selected so that its total capacity Is not lessthan the calculated total load,but not more than 1.15 times greater than the total load calculated according to the product a selected In Section 403.6,or the closest available size provided by the manufacturer's product lines.The carrospanding latent capacity of the equipment shall not be less than the calculated talent load, ila=0111:23 AM EnegyGauga®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 valva for 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 coaling-only equipment This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb is perature for the load calculation(or entering water temperature for water-source equipment),the blower cfm 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 shalt be for the Indoor dry bulb and relative humidity mad for the load calculation and shall be adjusted for return side gains If the return duct(s)is Installed in an unconditioned space. Exceptions: 1. Attached single.and multi-family residential equipment sizing may be selected so that its cooling capacity Is less than the calculated total sensible load but not less than 80 percent of that bad. 2. When signed and sealed by a Fbdde-registered engineer,In attached single-and multi-family units,the capacity of equipment may be sized In accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2d Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated accoMing to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners J shall not be less than the design load calculated In accordance with Section R403.6.1. j9 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional bads mused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that apace by one or more of the following options: 1. A separate cooling or heating system Is ulllized to provide cooling or healing 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 Icetnelting systems,supplied 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(Mandatary). The energy requirements for residential pools and Ingmund spas shall be as specified In Sections R403.9.1 through R403.9.3 and In accerdance with ANSVAPSP-15.The energy requirements for portable spas shall be In accordance with ANSIIAPSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall the equipped with a readily accessible on-off switch that Is mounted outside the heater to allow shutting off the healer without adjusting the thermostat setting. R403.9.1.1 Gas and oilfired pool and site heaters. All gas-and oll-fired poet and space heaters shall have a minimum thermal efficiency of 82 percent for heelers 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 tights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordence with AHRI 1160,Table 2,Standard Rating Conditions-1.our Air Temperature.A fest report from an Independent laboratory is required to vanity procedure compliance.Geothermal swimming pool heal pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other central 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 Ilmere shall he deemed In compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are requlred to operate solar-and waste-heal-recovery pool heating systems. 3. Where pumps are powered exclusively from onolte renewable generation. O R403.9.3 Covers. Heated swimming pools and In9round permanently Installed spas shall be equipped with a vapor-retardant over on or at the water surface ar a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from alta-recovered energy,such as a heat pump or isolar energy source computed over an operating season. RR404A Lighting equipment(Mandatory). A minimum of 75 percent of the lamps In permanently Installed lighting futures shall be hlghafflcacy lamps or a minimum of 75 percent of permanently Installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall notice requlred to utilize htgh-effcacy lamps. R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.yPerfonnance ONLY. All ducts not entirely inside the building thermal envelope shall be Insulated to a minimum of R-6. R406.2.1 Performance ONLY. Callings shall have minimum Insulation of R-1g.Where single essemby of this exposed deck and beam type on !d" concrete deck roofs do not have sufficient space,R-10 Is allowed. j 3 of3 12520177:23 AM EnergyGaugel)USA-FlaRes2014 -Section R405.4.1 Cam Page FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Proj.d Name: Stonebrook 2561 Right E Builder Name: Toll Brothers,Inc. Street: 1632 Margins Oak Drive(Lot 130 AS) Permit Office: Atlantic Besoh City,State,Zip: Atlantic Beach ,FL, Permit Number. Owner: Toll Brothers,Inc. Jurisdiction: 261300 Cosign Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air balder shall be Installed in the building envelope. / Exterior thermal envelope contains a continuous barrier. Breaks or joints In the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the / insulation and any gaps in the air barrier shell be sealed. 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 walls 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 joists Rim joists are Insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside / and cantilevered floors) of subfioor decking. The air barrier shall be installed at any exposed edge of Insulation. Crawl space walls Where 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 unctndNoned space shall be sealed. Narrow cavities Batts In narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on Installation readily conforms to the available cavity 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 cut neatly to fit around wiring and 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 Exterior walls adjacent to showers and tuba shell be insulated and the air barter installed separating them from the showers and tubs. Electricallphone 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 barter shall be Installed on fireplace walls.Fireplaces shall have Basketed doors 1125120177:23 AM EnergyGaugaV USA-FlaRes2g14 Section R405.4.1 Compliant Sokwam Pagel oft r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Noma: Stonabrook 2561 Right E Builder Name: Toll Brothers,Inc. Street 1632 Medtime Oak Drive(Let 130 AB) Permit Office: Atlantic Reach City,State,Zip. Atlantic Beach ,FL, Permit Number. Design Location: FL,Jacksonville Jurisdiction: 261300 Cord,Floor Area:: 2561 sq.ft. Cord.Volume: 243M cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data I HOUSE PRESSURE FLOW: ELA: EgLA: ACH: ACH(50): SLA: R402.4A.2 Testing. The building or dwelling unit shall be tested and vedfied as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g. shall be ted y an approved third party.A test shell be(50 Pascals).sig ed by he petty conductMare ing thby e asst andftprovided t tithe code official.Testing shall be performed at any time afteen r creatton of.I1ort of the N of the penetrations of the building thermal envelope. During testing: 1.ExladorwlMows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other InfilUefion control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended Infiltration Centel measures; 3.Interior doors,If Installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,it installed at the time of the lest,shall be turned off;and 6.Supply and return registers,If installed at the time of the test shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, G,IBIS S 4j,'Mn performance results demonstrate compliance testing shall be conducted by an with Florida Energy Code requirements In approved third party.Awritten accordance with Section R402.4.1.2. report of the results of the test shall o be signed by the third party conducting the test and provided to SIGNATURE: the code official. Dt) ��t> l T' PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: i 1125a0177:23AM EnergyGauge®USA-FleRea2014 -Section 8405.4.1 Compliant Software Pagel oft I Wcowan•s Project Summary HeaBngBAlr _ _ql l Entire House By: Saldie Guintivano conCrumm9 ^�¢' McGowan's Heating & Air Conditioning, Inc. 4050 Collin Road,OnndPv,.R 32073 PM1ma:904960339 Fac.-29403W Emell:"lidno,nannmc.com Mid:xww.mcBowanwccom For: Steve Marten,Toll Brothers Inc. 160 Cape May Ave., Ponta Vectra, FI 32081 Phone:(904)217-0739 Fax:(9041814-8173 Web:wwivAolllumbers.com Email: smerten@tollbrolhersinc.mm Notes: The Slonebrook Design Weather: Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26344 Btuh Structure 24809 6tuh Duds 3931 Blob Duds 4987 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30275 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29795 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3477 Bah Ducts 872 Btuh Central vent(0 dm) 0 Blah Heating Cooling (none) Area(ftp 2561 2561 Equipment latent load 5149 Btuh Volume ffl 24304 24304 Air changes/hour 0.32 0.16 Equipment total load 34944 Btuh Equiv.AVF(dm) 130 65 Req.total capacity at 0.70 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cord CH14NBO420000AG AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 28000 Btuh Heating output 41000 B1uh@47-F Latent cooling 12000 Btuh Temperature rise 30 F Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air flow 1225 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.041 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point=25°F Backup: Input=l3kW, Output=42696 Stub, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i htsoR^ M, 2017-Jan-2411:30:00 wr ��. Comkn Builder M9hW017.016RSW015 Pass I ...mc0m\TdIBroNe,a\Slonetrmk 2561 tl00rrvP C.I.-M.18 F.DowhcemE First Floor - Breakfast 2 vay �. 6x12 7" ay 6x12 Great Room: 7 12 x 12 Kitc en 2- ay 12" 8.. Sup 12x6 16x16 10x6 Riser 6 14' 4" 10x6 Rei T Riser Stair' 6„ 14„ Bad 10" 10x6 8x4 B 4" 6.. 4" PW LDining e Garage Job#: McGowan's Heating &Air Conditioning, Scale: 1 :82 Performed by Sadie Guintivano for: Page 1 Suva Medan 4850 Collins Road Comfort Builder by Mghtsoft tea Cape May Ave. Crange Park FI 32073 17.0.16 RSU16315 Ponta Vadra.R 32091 Phone:904-278-0339 Fax:904-278-0368 Phan.:(90a)217-0739 Far:(994)814-8173 soSton bmok 1:32:08 .,Iulhrotnen.mm am anan�tallb."ounc.ccm www.mogowansaecom korey�mcgowansancom ...olherslSlonabrook 2581 dgM.rup Second Floor 10x6 6x12 Be 3" Fan 7" Master 10" i��&4rRetrl2i.. Master Bedroom,; x 4 12x6 4x8 4' 12x12 7" 4.. WC 1 y.. 3' Far ® 6x12 Walk-In 1'.. 1 16x16 qxg Sup Ret 14" 4" 10x10 84 Riser Riser 1 u 9" W -In 2;4 1 r ii'0.�5 X1 8x4 12x12 18.18 14., 10.1 y.. 91, 14 bath 2 T 8 x 4 Bedroom 3 Ir I oft 12x6 6x12 1Fan 7" 7" Job*' McGowan's Heating &Air Conditioning, Scale: 1 :82 Performed by Saldie Guintivano for: Page 2 Slave Menen 4850 Collins Road Comfort Builder by Wrightson 160 Cape May Ave. Orange Park.FI 32073 17.0.16 RSU16315 Poete Vedn,R 32081 Phone:964278-0339 Fax:904-278-0366 2017-Jan-2411:32:08 Phone:(904)217-0739 Fax:(90,r)81L8173 www.mlexbers.mm seenen@mllbmlMreinc.mm w ,mc,,0wareae.com komy®mctmansaacone ...others\Stonebmok 2561 right.mp Job: AcGi " Manual S Compliance Report Bate: e NAh, Entire House By: Said le Guintivano S-d"bfmg McGowan's Heating &Air Conditioning, Inc. 4850 CoIMS Read.Om9e Pat.A 32073 Phoee:.0u-2]60339 Fax:9041-278-036. Emelt:korey@mc —.w . e.mm NSU:x ,euq xenaae. 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:smertenlc@tollbrothersinc.mm Cooling Design Conditions Outdoor design DB: 99.2°F Sensible gain: 29795 Btuh Entering coil DB: 75.9-F Outdoor design WB: 80.2°F Latent gain: 5149 Stub Entering coil WB: 62.9F Indoor design BE: 75.0°F Total gain: 34944 Btuh Indoor RH: 50% Estimated airflow: 1225 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Sensible capacity: 29909 Btuh 100°/of load Latent capacity: 6357 Stub 123%of load Total capacity: 36265 Stub 104%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 30275 Btuh Entering coil DB: 690F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB042000OA0+FB4CNP042L Actual airflow: 1225 cfm Output capacity: 32370 Stub 107°/of load Capacity balance: 25 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1225 cfm Output capacity: 12.5 kW 141%of load Temp.rise: 28 °F Meets are all requirements of ACCA Manual S. 20171an2411:30.0B wrightsoft' cmmrun Builder Cy\ iuson 17.11.RSm8315 Page AC ...na.m\idl Breftmvloaelareok 2551 n9laNP Calc•NAM Front Nee raroa: E Duct System Summa Job: IV�CGOWAlI Y Summary Date: Heating wr. Entire House By: Saidle Guintivano Conalt' g McGowan's Heating &Air Conditioning, Inc. ]450 colts.R..O.D.Pets.F132073 Phone.904-2]8-0338 F-904-2M.. Email:kureytlxnc0owanoac.¢an VARo ymvymcpaxmuccom 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:w Aollbrothers.com Email:smenen@lollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.230/0.160 in H2O 0.230/0.160 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1225 don 1225 clan Total effective length(TEL) 489 If Supply Branch Detail Design Htg Clg Design Diann H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk Badrmm2 In 2536 103 88 0.111 7.0 Ox VIFx 18.5 190.0 st4 HMroam3 c 2695 92 111 0.103 7.0 Oxo VIFx 34.7 190.0 st3 ekeekrast c 2953 120 121 0.088 7.0 Oxo VIFx 53.5 207.0 st7 GnY h 2996 121 62 0.090 6.0 Oxo VIFx 54.5 202.0 sl7 Fay.r h 2735 111 84 0.081 6.0 Oxo VIFx 73.0 212.0 st6 creat Room c 4731 144 195 0.094 7.0 Ox 0 VIFx 47.5 197.0 SU Nihon c 1740 55 72 0.087 7.0 0x0 VIFx 52.5 212.0 sl7 ioemre c 656 3 27 0.112 4.0 0x0 VIFx 16.2 190.0 st4 Loft c 2494 86 103 0.104 7.0 Oxo VIFx 32.0 190.0 st3 Manor Ham c 1818 50 75 0.088 6.0 0x0 VIFx 32.0 230.0 s15 Man.r Red- c 2033 60 84 0.085 7.0 Oxo VIFx 35.0 235.0 s15 maeereeamom,A c 2033 60 84 0.086 7.0 Oxo VIFx 33.1 235.0 sty + c 34 1 1 0.085 4.0 0x0 VIFx 37.2 235.0 sty walk-In1 c 126 3 5 0.086 4.0 Oxo VIFx 32.8 235.0 sty W.Ik-In2 h 287 12 8 0.105 4.0 Oxo VIFx 30.5 190.0 st3 to. h 1141 46 18 0.080 4.0 Oxo VIFx 74.5 212.0 st6 bat h 415 17 12 0.109 4.0 Oxo VIFx 22.2 190.0 st3 bed4 In 2702 109 46 0.080 6.0 0x0 VIFx 77.0 212.0 SIB ,dr c 50 0 2 0.083 4.0 Oxo VIFx 66.5 212.0 st6 h 814 33 28 0.107 4.0 0x0 VIFx 1 25.5 1 190.0 1 st3 2017-J-2411:30M PPte., wrlghtsoft' Commd Hwleerby+Mlgb M1Lol6RSu16315 Paae1 oAM soaxn ,Broth a\Slannbmok2561nglx NP Go-MA Front DoorierelE Supply Trunk DetailTable Trunk Htg CI9 Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 239 262 0.103 480 10.0 0 x 0 VInIFIx sit st6 Peak AVF 266 151 0.080 488 10.0 0 x 0 VinlFlx st2 st5 Peak AVF 174 248 0.085 456 10.0 0 x 0 VinIFIx st4 st4 Peak AVF 280 363 0.085 462 12.0 0 x 0 VinlFlx sit sit Peak AVF 519 625 0.085 585 14.0 0 x 0 VinlFlx st2 Peak AVF 706 600 0.080 661 14.0 0 x 0 VInIFIx st7 Peak AVF 440 449 0.087 572 12.0 0 x 0 VinlFlx I st2 Return Branch Detail Table Htg Clg TEL Design Veloc Diam HxW Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in (in) Opening(in) Mail Trunk rb2 0x0 440 449 175.1 0.091 1287 8.0 Ox 0 VIFx rt3 rb4 0x0 61 49 74.5 0214 139 9.0 Ox 0 VIFx rb3 Oxo 191 217 144.0 0.711 203 14.0 Ox 0 VIFx rti rb6 0x0 170 242 103.5 0.154 228 14.0 Ox 0 VIFx rt1 rb5 Oxo 96 117 110.9 0.144 266 9.0 Ox 0 VIFx rti rbi 0x0 266 151 200.1 0.080 339 12.0 Ox 0 VIFx rt3 DetailReturn Trunk • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type WITI) (cfm) FR (fpm) (in) (in) Material Trunk t2 Peak AVF 706 600 0.080 661 14.0 0 x 0 VINFIx rt1 it Peak AVF 1164 1176 0.080 666 18.0 0 x 0 VinlFlx rt3 Peak AVF 706 600 0.080 661 14.0 0 x 0 VinlFlx rp � + WI'1 t1t5Oft' �mT-Jenm\\:a¢oe MUl 9 Combo ht.,.,k C-Ic= U81FA Do Mms+ epa2 ..rucpon\TM Bmbcn\SloneLmok 2551�IOMrvp Calc=MJO fmM eowhcea: E Lumber design values are in accordance with ANSUTPI 1 section 6.3 wig These truss designs rely on lumber values established by others. MiTek* RE: 12129TOA- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Stone Brook Model: Tampa,FL 33610-4115 Lot/Block: 130 Subdivision: Atlantic Beach Address: 1632 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there Is one,for the building. Name: Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville State: FL General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 2020 8.0 Wind Code: ASCE 7-]0 Wind Speed: 130 mph Roof Load: 40.0 psf Floor load: 55.0 psf This package includes 77 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed t0 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 Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 Tto42458s EJ11 2113 17 118 710424606 I 1-1z 2113/17 1 12 17104245901 EJ12 12/13/17 119 IT10424607IF13 12113/17 1 3 11 1424591 Fu122 2/13/17 20 710424608 F14 2/13/17 4 710424592 EJ26 2/13/17 121 IT10424609IF15 2/13117 5 IT10424593 EJ32 2/13/17 22 IT104246101 F16 2/13/17 6 T10424594 EJ36 12/13/17 123 I T10424611 F1712/13/17 7 T10424595 F01 2/13/17 24 T10424612I F18 2113/17 B IT10424596 F02 2113/17 125 IT10424613IF19 2113/17 9 I T10424597 F03 2113/17 126 _1710424614 F20 12/13/17 110 T10424598 F04 - - 2/13/17 7 -TIU1424615.1 F21 2113/17 11 T10424599 F05 2113/17 -28 T10424616 F22 - 2113/17 12 710424600 FO6 2/13/17 29 7104246171 FG01 2113/17 113 T10424601 F07 2A 3/17 130 17104246181 HJ 11 12/13%17 114 T10424602 FOB {'2/13/17 31 T104246191 HJ12 2/13!1 ' �5 770424603 F09 - 12/13/17 132 17704246201 HJ22 12/13//17 16 T70424604 F10 2/13/17 33 770424621 HJ32 2113/17 I17 T104246051 F11 2/13/17 34 7704248221 J41 12113117 The truss SA,Inc. der maboves)referenced y direct supe onbave been prepared by MiTek sed on the parameter � P�\c provided by Building Component Supply. Truss Design Engineer's Name: Finn, Walter *, No 9 •:.* My license renewal date for the state of Florida is February 28,2017. - IMPORTAt�TNOTE• me seal on these truss component designs is a certification X90; S ATE F met the engin named is licensed in the juristliction(s)identified and that the p designs comply with ANSI/TPI 1. These designs are based upon parameters �'��. • O R 1 p'G�=O shown(e.g.,loads,supports,dimensions,shapes and design cod"),which were ��is$/ •�� file reference kAny Project nly,and was hot taecific ken into included is in he preKaration ore shrt�NA;1ssJ purpose Miny. Pep these designs. a designs has for independently building. the applicability of the design Waller p k i . Np YP 66 parameters or the tlesigns for any particular builtling. Before use,the building designer Mnek USA Iro.0.Cprt6531 should verify applicability of design parameters and property 2. incorporate these designs sSba f aMe Em[aNO.Tempa 0.assts into the overall Building design per ANSI/TPI 1,Chapter 2. sae: February 13,2017 Finn,Walter 1 of 2 )�I hZ Z � V 'lotoD uo�.41Aq peA4uep t4- Mo 9a6141401e410 pD pMulgns eW W saB4D4o P89xAs6P Apo le.We IAM uo1S migns 1 to MWft'tueuodwoa o SI W" ay UOW to Algwesso aUue eW W Melva o epWUI Wn W4S we0 oUpedS D to"Aft aP all W PaWIeWo PW P8"U IDo e4 W Wo"w!p w1 9KPUOdSa S!wt=4MO e41'IWDD4WO eW to 4I!4suodsa eloS e14 ao 4DNM 10 II0'S4gVIDoed Alatos uo4on4suo0 to SSP041 40 4W 4I eW to uoW Wp 'SPD44aw m Wu w uo4on4SWo'SBSSeoold uo400V4D!'s 8noB O ID SILA! 'Suo!Suau!P'sag,{uo b'SIWIeP W ssaselebwoo n m ADDInom aW M P8Adu9 SI IDIAKIGD ON SIUBw OW 4D Wo es4 u!p3ssamt to uplowalu!a4 PUD Idao o 48eeP 64144M n BpUDWIOIDD'I ml 6u4oa4o to asodHld P UU41 eW IDI SI MaAe6 m 11W91ASM V 3SIA3d ❑ S)1"3d 33S-amor3a o 0 OWN SNO11034=3MVW ❑ N3MV1 NOIid3M ON P A sieeuiBu3 lojnpniyS '---., uo� 17 'Dui 'Se}oi�OSSV Ig O6i}uod ral '< d,. r =a ROof Tnres Conr�eWr Liq Menta ud b THOM 3 ��.�m amm 0 lmplh P FB01 &01-00 an p 9 CElLING xa000 P r s . iT. 11 12 TV 4 Q 4 8 xa xx M. $ 9 CEM1ixc — a SECOND FLOOR LAYOUT SCALE: 1 /4" = 1 10e OFFICE CO B C S OILOING ONPONENT OPPLYI NC. 4627 JP HALL BmC. SUITE 208 GREEN COVE SPRINGS, FL 32043 O: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS rTluea nneciar Lip 101-1 1 /Be mdud. Men Prmducl W IMS Np City USP 22 8 � 20I 7" LVL 2.0 1 Std"x 16' 2 2 USP THDIG B sbnm �mx 8E 32 r r 8 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. T1 $ These trusses are designed as 4 5 .. individual building components to be f 1 _ ^ incorporated into the building design at 9 .� - the specification of the building designer.Sae individual design sheets PREfor each truss design identified on the Placement drawing.The building designer is responsible for temporary and permanent bracing of the roof and $ floor system and for the overall pructU..The design of the as support sm Etum including headers, g beams,walls,and Columns is the 9 t+ responsibility of the building designer. rI For general guidance regarding NO n osult + n bracing,co 'Bracing of Wood E Trusses'available from the Truss Plate In ++ ° Institute,583 D'Ondr.Drive;Madison, " WI 53179. ne ++ ATTENTION. It I Refer 0 crass layout and engineering documents that arrive with delivered B field trusses. n Unless noted otherwise,all beams are ne .o Ir by others. jj REV..... DATE CHECKED BY DW00/1 5 E � CLIENT TOLL BROTHERS ...DIVISION ATLANTIC BEACH Mc.EI 9T.NgSROGK ELEV<TICN CLAeeIc LOT # DRAwN BT CJR DATE FIRST FLOOR LAYOUT 130 02/13/2017 SCALE: 1 /4m = 1 'On - REF# 12129TO OFFICE COPY RE: 12129TOA- Site Information: Customer Info: Toll Brothers Project Name: Stone Brook Model: Lot/Block: 130 Subdivision: Atlantic Beach Address: 1632 Maritime Oak Dr City: Atlantic Beach State: FL No. Sea]# Truss Name Date 35710424623 J42 2113/17 36 IT10424624 J43 2113/17 137 IT10424625 J44 2(13/17 138 I T10424626I T01 12/13/17 39 IT10424627 702 2113/17 140 T10424628 T03 2113/17 X41 710424629 704 2113/17 142 IT10424830T05 2113/17 143 IT10424631IT09 12/13/17 44 710424632 T10 2/13/17 45 7104246331711 12/13/17 146 IT104246341TIO 12/13/17 147 IT10424635IT19 12/13/17 148 1T10424636IT20 12113/17 149 IT10424637IT21 12/13/17 1 150 IT1042463BIT24 12/13/17 1 151 IT10424639IT25 12/13/17 152 IT10424640IT31 12/13/17 153 IT10424641IT32 12/13/17 1 154 T104246421T33 12/13/17 1 55 IT10424643IT3412/13/17 1 156 IT10424644IT35 2/13/17 1 157 IT10424645IT36 12113/17 158 1 T1 0424646 1 T37 12/13/17 59 710424647 T38 2113/17 60 T10424648 739 2113/17 161 IT10424649IT40 12/13/17 162 IT104246501 741 12113/17 1 163 IT104246511T42 2/13/17 64 1 T10424% 143 2113/17 `65 IT10424653 744 2113/17 166T10424654 745 2113/17 167 7104246551746 12113/17 i68 T10424656 V01 2113/17 169 1 710424857 V02 2113/17 170 1 T10424558 1 V03 2113/17 171 1T104246591 VO4 12113/17 172 1 T104246601 V05 12t13/17 173 T104246611V06 12113/17 174 IT1042a6621Vo7 2/13 17 175 1T104246631 V08 12113/17 1 176 1T104246641 V09 12113/17 1 177 1T104246651 V10 12113/17 2of2 JobT Hasa uns Type Oy PN i 121nTOA Ulf ,ask-Open 71042/588 2 Job Reiererce loolionall Wilding GanponeM 6tgpy. Jedsarvllle,Fl MN 3.0105Apr202018Mif4 Mfyhushies,Iw. Mw OoTn1r,gT6201TPaga1 ID:DJ5tlN6PWC?NSxL16AW2FanelAMiyale0_UYgB4JVagKml_TmeDmgT605YUY3wtIZIB 1112 1112 Scale=1%] S.D] 12 2 1 3 SII 31,1= td92 J-12 Plate 011sea lXV)- ItO0.OAtE1.I1:0-1-t tpd-131 LOADING(psi) SPACWG 2-0-0 CSI. DEFL. In (loo) Vtlefl UJ PlATE6 amp TCLL 20.0 Plane Grip DOL 1.25 TC o.02 Ved(LL) -0.W 6 >886 240 N1t20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Veri(iL) -0.00 6 >888 iM BCLL 0.0 ' Rep Spoons Inor YES WS 0.00 Ibrz(TL) 0.00 1 We we BCDL 10.0 Code FBC2014 P12007 Mehix-MS WNgM:6O 17=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Structumil dsbeatNngdlmdyepplle or4442wpWim. BOT CHORD 2x4 SP No.2 BOT CHORD Rald w111ng 01rdx Ny applied or 1 O4 w adding. WEDGE Uaft 2x6 SP N,3 REACTIONS. (Ibaize) 2=32IMechaNcaL 3=24M1aohenlwl,I-SW-5-8 Max Hoa 1=17(LC 12) Max Uplift 2=-f 0(LC 12),3-2(10 12) Max Gray 2=32(LC i),3=24(LC 3),1d5(LC 1) FORCES. (b)-Max.Comp.IMax.Ten.-All forces 250(b)or less except viten shown. MTES- f)W loll:ASCE]-10;Vu11=130mph(3-secwd gust)Vasd=101mph;TCDLd.Opai;BCDL=5.Opef;h=25X;B7 M;1=24X;eau fl;Cal. 11;Em B;Fool,GCpi=0.18;MFRS(directional)and C-C Ealarlor(2)zcne;C-C for members and bows B MFRS for reactions slnwn;Lumber DOL=1.60 plate gdp OOL=160 2)This hues hes bean designed fore 100 wi bottom chore live bad wnwnwnent mn ally other Ilve Ioaea. 3)'This Voss hes bean designed for a Iive Iwd of 20.Omt cn Ne bottom cMM In all areas Ymem a mMMie 360 W I by24O wMe will fit between the bottom choM aM airy ohler members. 4)Refer to girder(s)for now to truss connectbns. 5)Provide mechanical wmectlon(by others)of floss to tailoring plate capable of alflad ndhg 1W lb uplift et,.Int(.)2,3. QWIpYIa-Y�a/WwTI'�aww.wp6NPNP1E8 CM 1W44Mp NClW£p WIEN.Y61i14NCE/IOE.iIIIJ m.lOO1W169YONEU6E NYp�WNbu�ortywT MlekWcmiacCrt.IltdeYR�kL vlaYY�W�Ca�aeien Ycwn.adklmm MMOwlhl9gcangxwnt rot xu<.yelwn.Pelae�.M [bypu nnLvalNX¢ Iw MdmWkw�enasarfgrywlVk�Mala pttbwF�MOXnovdtll btacAY rMUW�,6aclgh3:.IMa Pevae MCMtNM kiaveGarl/a ludnngnnaxdly.Ablad bi�oyaM�niae�e MrrJg tarwryrepla]bYLlYagbge�Ow4ya HnpL'�eR t.nikxYaMPWAtYS.n�a. iwPmtlPa�Ka�fJVxn NWleeESIBena mltmc•to,am.d.we'v.ereow�mdl�manamm..mema•rm raaxunnl eater tAww.oncaemanea N1nawewpww+ tl.Mk1 seep J. Ttres ThNSType Oy Pry 710424590 121NTOA EJ12 Jaox-Open 2 1 Job nefererce(o0oreU BUMirg CompmeM Supply, JetlabMlle,R32256 B.OtOSApr202Jt6MiTek3W&FgkME. Mon Fe01311;O9 OKC1] Page1 ID:p]SONM1PWc9N5eeL9Mw2FBnai0.gsW3syACFrykMEUM1FPIOJIWeK_LNwM9KCeP0MxIZU1 2" 20,0 S,a =18.1 4.W 12 2 r1 q 4 �.....8 R 4 ax4= 3 am II oe-12 80 H 3 Plebe Otlffir (XYI-- IY0006181119-11U10-11 LOADING(pat) SPACING- 2 O CSI. MIL In pool Weft Ud PLATES GNP TCU 20.0 Plate Grip DOL 1.25 TC 0.03 Ved(LL) -0.00 4 >999 240 M120 2"190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Ve0(pL) -0.00 4 >999 180 BCLL 0.0Rep Sures 1. YES WB 0.00 HUN(TL) 0.00 1 We we BCDL 10.0 Coda FBC2014]]PI2007 Maps MS Weight:9 to FT=20% LUMBEW BRACING- TOPCHORD 2x4SPNo.2 TOPOHORD StmcWrel wood sheathing drec0y applieE or 20.0 ac Wdlw. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid tolling directly applied or 1 n bracing. WEDGE lett:2x8 SP No.2 REACTIONS. (IWsi2e) 2=160MeahenlOel,3=8RAech nlcal,1=134/-3E Max Hoa 1=19(LC 12) Max Upllfl 2=9o(LC 12),3=3(LC 12),1_5(LC 12) Max Gmv 2=16(LC 1),3=12(LC 3),1=134(LC 1) FORCES. (Ib)-Max.Comp.IMox.Tart-All forces 250 Qb)or lass excepl wren ehown. NOTES 1)Wind ASCE]-10;VUIt=130mph(3-second gmt)VaW-101mph;TCDbS.Opst;BCDIrS.OPef;h=25X;B=4511 --24f1;save=46;Cat. II;EV B;Encl.,GOpl=0.18;MFRS(directional)and CC Eeenor(2)mm;canflimer Iefl exposed;porch left and right axpossi for members and forces&MFRS for reactions shown;Lumber D01=1.60 plate gdp D01=1.60 2)This truss has been designed or a 10.0 lose bodom chord live load rlonconcu0ent WM any oNer live loads. 3)'This fres has been designed for a live load of 200psf on me WU m chord In at areas where a reclrgla M-0 all by 2-0,0 wide will 6f between the bottom chord and any other members. 4)Refer to gircerou for Miss to buss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of w0icianditg 100 in uplift at Idnt(s)2,3,1. �WAaNMp-wMY MtlpnpxemaMeanOaFAO N01E9 pITllH1Xa NCLUOEUWIEl MFB11NEE IA0Ex6)I]inu.fa9YNr59EPoXE UEE �� peUnn v:Lk]iw u®wXY wlm MIIekW conmcMxi.11'haefhslk WnOONY4+"HI P!mlelers Y�ew�.aN slam MMQxI WMYq cwnp�reni.ml Ifiefic Pal«aua.tl 'ec.lWµNOl mucerecurvia Yfr oseecorcr hounnesagper� cdetvWrcn` 4nlnWIMronlu bAaNdarpt wwneawlwlegator.aYenl rumroalreAuad mn:wXn«w«on«dmembel.«N.x»xorcx NmP«w«m r>aaa«wnlb«rip MITek' 6 aYWr1Al11Yl W WtlMmtllo pevanl coYY wllnp«deFaMd M111T'WI gMwNdan�s. a f«�acUWlce den cones MivkMbLrkgN.4wN«Y.aaclbnaW baCFO ollnrmaavlMSMleni6Weµy/del dueYry CdlYlU,pMG9 q lCL Miiq C«T«Ma a—, EM BNtl. tyelYex«ndm Wtld`b Ydu Inmfl�IMMYe,21aM lee SRa9t 4IR312 NelN�ta13 VAR131 E. Targe.FL 3Y1a Job Tnlss Tnss Type oy Ply T1092/581 1212BTW EJ22 Jack-0pen / 1 Jab t MIT"(options) BIYMing Compliant Supply, J¢kaomilb,FI3225a 8.0106 sL?M 010MT4.124Rsmes.Im. MOnFeel 13 fi43pVf:O9:C ZsN m,dZr IO:p]SEWIPWC9NSBBVDAM2FBlia14J24R41BE089U OimfpV430VNNIfNWZaNy0DNZ18 260 zoo mb=1:106 bap 12 2 1 Ll4 3 as 2.60 60 Plate OttseS(ILY1- fd:O380-t-BI LOAONJS(psi) SPACI11,114 210 CSI. MFL In (I.) NO LM PLATES ITCLL 20.0 Plate Grip ML 1.25 TC 00] Vert(LL) -0.00 4 >BB9 240 Mi20 244/180 TCOL 10.0 Umber DOL 1.25 BC 003 BCOL 10.0 Code FBC201MVN(TL) -0.00 31 x809 1N BCLL 0.0 Rep Strafe lncr VES WB aw Horrji-) 0.00 2 Na We PI200) Matril WeighC]Ib FT=20% LUMBER- BRAC&G TOP CHORD 2x4 SP No.2TOPCHORD SVucmral moaf sheathing direay applied or 2AO oc padlle, BOTCHORD 2x4 SP N0.2 exceptendvanicala. WEBS 20 SP No.3 BOT CHORD Rigid calling directly applled or 10-04)x bracing. REACTIONS. (lionize) 4=7405-S,2=-SYMechancel,3=YMAeohmlcal Max Hors 4=22(LC 12) Max Upllt D-22(1-012) Max Gras,4=]4(LC 1),2=52(LC 1),3A5(LC 3) FORCES dirt-Max.CompJ1Aax Ten. All braes 250(Ib)or left except aihm shovm. NOTES 1)WIN:ASCE]-10;Vutt=13 p0(3-second glad)Vend=101mph;TCOL=5.Opl BCDlrS.opo;h45f1;8-0511;"41t;eave7lR Ct. Il;Elm B;End.,GCpi=0.1Q MFRS(Ellectbnal)and G Extellor(2)zons;C-C for nrembem and fomes A MFRS for reacttors shorn;Lumber DOL-1.00 plate grip D01=1.00 2)This tmss has been designed for a 10.0 ped NBom chord IIm load Ilowoncurrent Win any other live lone. 3)•This Was hes been designetl for a live load of W.0paf on the bottom chord in all areas M a a rectangle 341-0 tall by 2-0-0 Wide Of fit batman the Whom chord and any other members. 4)Rater to iml.r(s)for Uwe to Int.connections. 5)Provitle mechanical connection(by others)of Ines to bearing plate capable of Withstanding 100 lb Lpla at jant(s)2. AWIAN'Ma.VMy4elp,.x ..XeIEB PYr ...,.MMIIENNEFEMWEPMEW74Am.IOD.VAI6 13e4aIlWtlla lmmlY VA31 MIH®caawcM[.RYcef bh_n_lY W+IIL m'elers LrowR aMlslamYMWaeY 111MIWgcanyrvnt rot 0w vMkoi.Belae�.Me Wdp Ve9y¢I muslvaXy Mag4elMallYoldosyi l*�omelenantl gMeOY bcalx.lab fi Osfpli bb meoveld Wd1V ma]n ®xh9lMcaleOtle PaY'miM'yIMdIMMiW lvs wenatlnclg4mnnEarsaYY. NMIMYJ ImnI>waYm]Pomlaleni lx¢Ilq M330 k' a Wm151et}LM Iu iNYiMymtl to gevenlcdtnw Mm pvO.Ye(»IwvJ LWym]pc{aMd>tIIWe,fa pelwltl ptluice legatlp Me MM1Mkn aleft, mnIs6 emaN look o2n N,Loe Ms asho 31 se —Jill VAMCMeIN.p3449 ag4CL 4ilyGanlpanxll aaa4PoM EMBME. 9fINYIIAwIrAaI wILIYe Man Lim FgRlll[Ilppn.2la N.Lea50ae1.91Ie 312 Neiatllla VhY[J11. TaIryL FL 3610 Job Tnsc Tma Type Oly Pty 02582 1212BTOA EJ26 Jack-Open 5 1 Job 16MIT a tlorel BNMilg Component Suppty, Jacksonville,F132256 &.0?Nn L202016Mafe124R41BEONI OTtnFeb1311:09]6201] Pa9e1 ID:p]5tlNhPWc?NSesL?bAw2FBneIi120R41BE0996 OTp6p1r4301NbWSNrJZaNyepLZiB 60.0 60.0 SceN=119A 2 600 12 e n 5 ¢ A 1 4 � II 60-0 600 o Plate 011aetn(XYH- 14:0-38.0.161 LOADING(pat) SPACING 2-gp CSI. MER. in (Ion) Vtlefl UE PLATES GRIP TCLL 20.0 You.Gmp DOL 1.25 TC 0.53 Vem(LL) -0.05 3 >99B 240 1 2"/190 TOOL 10.0 Lumber DOL 1.25 BC 0.39 Vem(FL) -0.15 3 0-053 ISO BELL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(R) 0.04 2 We we BCDL 10.0 Came FBC20147P12007 MatOi Weight 19 lb F7=20% LUMSER, BRACING TOP CHORD 2114 SP No.2 TOP CHORD Structural eased sfreething directly applied!or 0-0 0 do pumins, SOT CHORD 2x4 SP No.2 mcd tenmvartcas. WEBS 2x4 SP Ni BOT CHORD Rigid ceiling directly applte or 1000¢heading. REACTIONS. gl,WIz.) 4=23210.5-3,2=160M1echanical,3=TLMechanical Max Harz 4=MILC 12) Max Uphill 4=8(LC 12),2=61(LC 12) Max Grev 4::1 1).2=160(LC 1),9=11013) FORCES. (Ib)-Mex.Camp.IMax.Ten. All forces 250(to)or lase except when shown. Ni 1)Wind:ASCE 7-10;Vuli 30mph(3-sepond gml)Valli mph;TCDL=S.Opsl;BCDL=S.Oal h=25fl; 3"511;L-24tt;ines fl;Cat. 11;Exp S;Ford,GCpib.16;MFRS(directlanah and C-C Extedor(2)0.1-12 to 3-1-12,Intedodl)3-1-12 to 5-114 z ,"for members and forces&MW FRS for readdlon;sloven;Lumber DOL=1.60 plate gdp DOL=1 60 2)This train has been designed for a 10.0 psi bottom Found live load nonoomunent With arw other live bads. 3)'THIS buss has been designed for a live load of 20.Opsf on the bodan Ghoul in all areas Made a rectangle 38-0 tell by 2-P0 Woe Wit fit balwsen Ne bottom chortl all!arwoi members. 4)Rater to ginfil for truss to truss connections. 5)Pmvitle mechanical mnneclicn(by ottreeal of truss to ba idrg plate capabse of withstanding 10016 uplift at Ioings)4,2. PIINN array rayl/aem NirNfJON ' ]Ia4WO MLYOEOYIfkafiLaLXLf II ]!!J . aOe1tl16eWPEVLE t fcL urx, . . wnu IWWlryl mnpa�enl rot ai"spt Enf .IM IxNAlgdgxre� IuenN tte qNk%ANN oltleLpnp Irnmmr 4.I MNrate lMOe4{m nteMrvetl x den 'w atil„-:t.�m�'Y�iwae��Yn�u wlnl k`a°�r.'�+•i r�YxYI.v��Aa» ce'nv�w ewe r�l�"rK.�W`�'wlMeN..e�x� irK,•,,l l,,.:l,w MITek' ta.x:oll�...r rna.mlNerv.e�«�Ik.�axlarx:Moi m��.avlmm.wlem..�aJuulNluwwenrw,pseasma s<s1 w11Mip Compananl ex"lark.c>neso pdMy lNwmeam aMlNde(mm Thm Pore YutlMe.Rla N.lee6lrtel,Nl1e 912 NemvMh VRR2J1<. T, 11 Yam. Job Tmse Toa Type Oly PN 424593 710424593 112129TOA EJ02 JeckApen 3 1 J0Reference(optional) BUIdIq GCnpOn&M 6Upply, JMMMNIIq F132256 N5aA?tvt?2016 MiEdpHaustriee,Inc.3N Fe61311:08'.09201] Page t ID:p]6dNNWIc)N6MLiMW2F8zia14-mEtlpHeCMTCSbV23NgLGOIc_hno5rgs5oW 7WgFxIZ18 2-0 0 2-0L Sort-1 99 I SWI 2 1 3 X8 11 3A= 2OO 200 Plate Onsets MY)- 11:o-U60.1 E1,11:0-1-1 1.O<-131 LOADING (Pat) 2-00 CSI. Di In Met) Weft W PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.00 Vadi(LL) -0.W 6 >M 240 11 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Veal -0.00 6 >999 180 BOLL 0.0 ' Rep Strep 1. YES WB 0.00 HOR(TL) 0.00 1 We Na BCDL 10.0 Code FBC2014/FPMN McMx-MS We1gM:71b FT=20% LUMBEW BMCBOG- TOPCHORD 2x4 SP Ill TOP CHORD Smlcblral afaad sheathing directlyappred or 2-00 ac pul BOTCHORD 20 SP Nei BOT CHORD Rigid calling drectly applied or 10.110 no bracing. WEDGE Left:2x4 SP No.3 REACTIONS. Mvialze) 2A9RAechanlwl.3=31/MeManlwl,1�=5-8 Max Herz 1=24(LC 12) Mex Uplift 2i7ft-C 12),3-1(LC 12) Mex G.2=49(LC 1),3�5(LC 3),1=80(LC 1) FORCES. gibb-Ma c Comp.rfitax Ten. All forces 250(M)or less except Men shown. wT ES- 1)WIM:ASCE 7-to;Vdt=l3 ph(3 se goat)Veal=101mph;TCDL-5.Opsf;BCDL=5.0psf;h=25X;8=4511;L44S;eave=4ft;Cal. 11;Exp B;Encl.,Gi MWFRS diredlonal)and C-C External pari for members and forces S MFRS lot metal Mom;Wmber D0L1.60 plate gdip D01-1.60 2)This truss has been designed!far a 10.0 pal DOXan chord Rare Iwo rlpnconcunent Who any other live beds. 3)-This truss has been designed fora give Iwtl of 20.0psf on the bottom cheered In all areas Merm a rectangle 380 tell by 20.0 Mde MII III beMsen Ne boftern chord antl arry other members. 4)Rater 10 girder(aJ lar buss to truss connections. 5)Provide mechanical o0rmecllon(by others)of Muss to beading plate capable of Wdihslanding 1001b uplift at lolol(s)2,3. AWIaXMO�VMh4s4^V��^.rmmOa�Ie NOTE a PVna oANO only UppDY'IEeoplan raecIr ator remrecips IS eEPoafUX �� III '.1 tleL{pk ssetl MY VM0. 1 Le aW hkxm MWAM[Mtltgiwngreel rot aa-to a .I."Ars l op . ry . YWr !1 . J. nngopediVM4ecro. pebrion Mopreove�tll "'con"Rel ® i l 1 l r r d bea«+v nnrnw.M lemr,way ma va ao.mu.orre M116k p "Iter9a 11 1p1 III,.1once4-r -JfM -.4- xn�yxr�ic yenertl giMYnt¢regatYrg lM IWMI. A acai In �m .nix xMN]VIR , I., m4 loss wYap ConWonwll a9W I..EM BN4. SdNy IMam.awl)NAe I rooe .t.1nTMP le.IItoll T.II. Torn,, Fl deals Job Trials Truss Type Oy Py TIOUSM94 12129T0A U36 Jack Open 24 1 Job 16MIT"Iopbonell Builtirp Component Sugpy, Jacksonville,F132256 6.010.Aq F0iaf8MReklndllsMesInc. Mon Pap 1311V6Ae WMgFget ID.p]5tlNM1PWc?NSesL?bAx2FBEiei4-mEdpHeCImTCBEY23NgLGOIdINnw%gsBOWTNgFtZ16 640 840 said.=1:18.2 2 6W 12 S T aHGr 1 l 3 3W= Sae II 600 an 0 Plate Ofiseis(XY)- 11:0400-1d1 I1:0-1-1104-131 LOADING(Pat) SPACING, 2-40 CSI. DEFL. in gw) Arell Utl PLATES GRIP - - -- TCLL 20.0 Plate Gh,DOL 1.25 TO 0.5C, Van(LL) D.07 3B >999 240 ! mr-W 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0A7 a6 >109 t BCLL 0.0 Rep Straws nor YES WB 0.00 Hcrz(TL) D03 1 We M BCDL 10.0 Code FBC2014RPI2007 Signa MB Weight 20b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural woad sheathing directly applied or 64a ac pudlis. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling oirenty applied or 100-0 m bracing. WEDGE Lett:2x4 SP all REACTIONS. gb/aiEe) 2=157Mlecha0ica,3=81/Machirlcaf,1=238M5-8 Max Ho,, 1=71(TO 12) Max Uplift2=55(LC12),1=-9(LC12) Max Dray 2=15](LC t),3=110(LO 3),1=238(LC t) FORCES. (II Men.Comp.M Ten.-Ail forces 250(Ib)or less except when shown. NOTES 1)WIM&ASCE 7-10;Vdt=130mph(3aecord gust)Vend=t Otmptr;TCDL=5.Opsf;BCDL=S.Opsl;h=25X;B7t91;L=241;eaye718;Cat. II;Era B;End.,GCpi=0.18;MW FRS(directional)and C C Extehor(2)0-0-0 to 3 0-0,intehor(1)3 OR to 6114 2one;CC for members entl tomes 8 MW FRS for random shown;Lumber DOL-1.80 pate grip 001-A 60 2)The trues has been real lora 10.0 psf boftom Cllord We load rwncollcurrent with any other Ilve bah. 3)'This truss hes been assigned lora lye load of 20.0pat on the bosom chord In all areas were a mdangle 360 Oil by 2-40 wide will fit beftesen the bottom chord and any other members. 4)Refer to girderls)for Wee to these connections. 5)Ponce mechanical connection(by others)of trues to bearing plate Capable of wfthstanding 100 to uplift at Ioings)2,1. Q Loo. ka,xaalyl/ym xoamaawarEe ceE M/C IIE/EPINCE/A4E M6lIll m'.1p0.Y.tl LookorWrlax—MY`w11n Mflickso kao rrehrm ✓a rears 9xwntaNalwmMMJid IwMrYrq lwgnl.ro ryslan.aaa..alk1pcoLLym'—.v.' 0,111. .ww tll oualo�al BmLgIMtNh N9bgevaaechic. n w' X1 .o a eam choel my-rmealnlwo,wt-npe aw 1r»«bo MITBk'� k tlwayl ckx..acay glo Neve.hcxs,.I hxalG {e ...... ranMuorl . ....and reser, ' e span, Lame tlHNery —a—tM Mayrc,"a w mint .I AX59RII'A 67fI.rI.OXpd9aq aCN Bu pG.mp.mnl a9 P.A.Lrxin. ld.ly MamaXalwd3le M1wnLwpoR nSXMe.RI NIee SM1w.LSWI_S12 Ile MMi VAYYJII. � iarrp FL a]610 Job Tres Trues TypeGly Ply T1 12CI24585 129TOA FOR GABLE R 1 Job ,16 MiTse tlgrN Building CompowM Stgply, Jacksonville.F132258 e01USApr20 afR FRek Industrial,D,C. Mon Pap fRBM.10201] Page1 ID:pI6tlNbPWctN8eeL4bAx2FBEie14FRBCVxCVXmNJOicGwXCVWJ08RBMecHYb0Ae3CMZU Sub=1330 3W W FP= &A- 1 2 3 4 5 6 ] B 8 10 " 12 13 N 15 16 1] Ig ]i ap 32 31 30 28 20 27 26 2524 23 22 21 2n 10 18 3e4- 14- MFP= 3v4= 3011 1612 24612 4d2-02 5692 61012 BQ-12 B8-02 1610.12 12-?12 f3&12 1410.12 16242 1P612 18,8,8 2034 to-tz 1 vaa 1aU 1 1 4-0 1-4-0 1d-0 1i0 1dL 1d0 1i6 1i0 1dL 44A 1-1-i2 1812 Plate Oasets,(X.Y)- 119:01-8.Edge1.I33:0.1-8,Edw1 LOMNG(psi) SPACING- 2-G0 CSI. 11 In (I.) Waft 1/U PLATES GRIP TCLL 40.0 Plane Gnp DOL 1.00 TC 010 Vee(LL) Na - We 999 MT20 2441190 TCDL 100 Lumber DOL 1.00 BC 0.01 Vad'L) Na - No SIN BCLL 0.0 Rep Stress lncr YES WB 0.04 How(1L) -0.W 18 No Na SCDL So Core FBC2014RP12007 MMdx-S Weight ger lb FT=20%F,ll%E LUMBER- BmeR TOPCHORD 2x4 SP No2(ilep TOPCHORD StNdurel amod sheathing Nreely applied or 160-0 Oc Wriw, BOTOHORD 2x4 SP 1402plat) etmept and veMwls. WEBS 2x4 SP No3(Oat) BOTCHORD Rigid ceiling directly applied or 6-00m owing, Except: OTHERS 2x4 SP No.3Qlap 10 00o bracing:33-34,18-19. REACTIONS. All baarinw 2034. (Ib)- MexG. Allrwcti.2WIborlessal Iqint(s)34,18,3$19,32,31,W,29,28.2],2 ,24,23,22,21, 20 FORCES. (0I-Max.Gcmp.IMax.Ten.-All lome5250(Ib)orlessexoepta4mnshown. NOTES- 1)All plates are 1.5x3 MT20 unless othervism Indicated. 2)Gable requires confinu0us battwn cbDN bwMg. 3)Truss to be wlty sheathed from one face or securely burped Manna lateral movement(i.e.diagonal web). 4)Gable studs eat at 110 oc. 5)Recommend 2,B sthagbauks,on edge .,.ad at 10-0.0 .and fastened no eaph Was w1b 39 W(0.131 X 3')nails. Snrotgback3 to ba adecbed no vette at that outer ends or mattered by other means. 6)CAUTION,Do not erect It.backwarch. Q wawm- auoxmxs ox dura axn Ylcx acro vxax aF£ewx¢Vlaexa.rm,...rommseEloae use OeYa�wF]Iw�wwYYY6n Mlrel`9eweeelm IMelaskm 6Mva1 wYY ulwnr�wdrebn Lw'm ag61d mYJAMM GirYg ewnpdmi,rot NvryY®n Baha�,ariauna.�gnw mut valN iMq.[IkQ6N olpwmrelemwtl gapwly bcapnate A6tlm41n Nb11'a ovwdl uwndsbn.Nwka Nrrrnmerot.eYwn eh99a otkMMM maYrebwww a,we mwobw w9v.Aaewalempwwvwapwmw�atcukM ek k Wg14�eaororm levessgropend Iumung uTn�O6YeI��brNYrM'pWHHWMVe.Fdpuwe gMlucere9dcep Xa ldytalMf Lwg38,delNery.wecWnm9brcJgol Pimmad Mm�seANy/1%I OYyNO1NM.aY2VUM N.YIWYYnp Ca l Eereseft Etl BW. IdMYMwmoXon wtlkde awn Gu%olaMMa.218 N.lee STee1911e 312.NeamAl¢VA3231 a. ivrye,R 33910 Job Tnss Those Type Gly P5' 12129TOA F02 Floor 1 1 np4245a Job 16Mince(o011orms BUItilg ComgmneM Supply, Jacksarville.F132256 8.Wc?NS 20 L?I,As6M1TeklnduiJD7Im. Mon Feb IdIcbU1:LMF, PalY1 ID:p]5tlNM1PWc?NSesL?bAv2FBxia14-jtllaOD]I46AtsBBUENkTjlddpUOLa➢FgcckB:1216 09d H "o 111 Sub'= 31.6 46= _ 1 sr, 49= 3a6 FP= 40 39= 1 2 3 4 5 6 B 6 10 as 2, 20 19 16 11 1B 1B 14 1a 12 aim= ss Wais-S FP= tis 11 las 11 45= 4a= m= ,.a. SP= Ors= 2034 0 4 PINa Offsets 1.E 41 8 4:0.14 Etl 50.1 B E 10:0.1 B Etl e LOAWNG(I SPA CWG 2-00 CSI. DEFL. In gm) Well Ud PLATES GRIP TCLL 40.0 Plate Gds DOL 100 TC 0.]8 VeN(LL) -0.391516 x613 360 Iv n 244190 TCD- 10.0 Lumber DOL 1.00 BC 0.95 VBN(TL) -0.611516 a393 240 MT20HS 187/143 BCLL 0.0 Rep&bees lncr, VES WE 0.89 Hoa(TL) 0.09 11 We we BCDL 5.0 Code FBC2014?PI2007 Matrix-S Weight:10514 Fr=20%F,1ME LUMBER- BRI TOP CHORD 21W SP No.2(9at)'ExoapP TOPCHORD SIIuMnal Wnod sheeMirg ere031y applied!or 4-512 oc pudirs, 16:9W SP No.1(tlal) except and Medicals. BOT CHORD 20 SP NO2gain'Exoss' BOTCHORD Rigid rolling dlredlyapplied or 100-0 mbrecing, Except: 11-19:2x4 SP SS(ilad 2-2-0w bradng:15234 WEBS 2x4 SP No3(9at)'Exoepl' 10.11:2x4 SP No.Pglal) REACTIONS. (IMI e) 22=1093/038,11=1086l FORCES. (Ib)-Mex.Comp.d4,ul.Ten. Alifol 250(Ib)or less excW W n shown. TOPCHORD 1-22=-1087M,10-11_10]84,1-2=11232,2-3=281]2,3-4—WIM,45=4441N, S]21 ,18-2 35/34 8-9=-18TV,410=11]1/0 BOT CHORD 20.21-42121,18-2o-0/34)5,1]-16�'4441,1S1T=0/4M1,15-18=014441,14-1514314, 131441440, 122=-137 81 WEBS 10-12-4/1940,9-12=-13)82,9-13=34/980,8-131-21=W 304=2589,]-14589/0. 7-Ill=-4115M,21 5-15=-0 A,4-1 5-18-309/1134 1-21=210.50,2-21=13882,2-204FN>0. 320=-91510,348--OB84,4-18=-905Po,4-17-85940 NOTES 1)Unbalencetl floor live loads have been mrsidered for this design. 2)All plates are MT20 plates unless Officinal Indicated. 3)All pins.are 3.4 MT20 mil oth osise,ndloat.d. 4)The Fabir lon Tolerance al joint 19=11% 5) Heoommend 2x8 stmngbacks,on edge,spaxd at 10A0 oc and fastened to each more With 3-10d(0.131 X 3')palls. Strongbads to be interred to walla at fhelr outer ends or mrstralned W other means. WaFNW4-Vvlry tleMyn parenwlxv mE PEda NO1EE PY nl0 dNOW[LWEO MIIEx eEFERANCE PILE MLL)4A m.IOPYIOIE BENaf UE! peq wlk]Iw�miY Wm MIIeMW wn Ym.INadevala4w+tlo,YY ul*>nR>'a��len Nom antlhlam MlMM daQq[:wnWcol.rot InQeyLan�Weve.ttnbJQq�a:;Mn mielvexlry 9ngyMkaWlNatdeµM wawnelei¢wq � .pFcxlwalesor-TrWlo ttensonf Ixwempi.awWpkawlNaBlow�eW pamayaxw.k6w n�wao0m/wcl..dmNmbW:aur. Nmnoe k:mPomy mepWmwWnlawip Me ' k W0/e1M11e0bsA2aNm110 PevaJcdl¢W11hp eCwmJl,kryaW PWedYd�rvye.fa 9aw�a19 elepOeY,9 nb an.1.11eC.Isso YSx'�M[1LIWyWe.OdNaY.aKlMatld A'9 olMmesadl�ueWblemr.�xN51/IPIIO YhQMA.pea-a9wpaCL Miiq CamPUWi Ta .GL]3610 }dmyYRmppn awlMakwnl�Plole x¢IIMe.21a N.Iee SbeelSb3lR,Nem]! VARRJII. ^Po Job Trla9 Tma9 Type Ory %y TIM't68] 12lnMA F03 Flom 1 1 Job Peterence1e0e1110 diMing Compereast Slgply. Jadm illq Fl 32256 80109 Apr 202016 MITek lodWrves,Inc. Mon Feb 1311:08:12 M17 Pri,1 16.p]StlNhMc?NSwL?bAw2FWial4-BpJyw1E13Oa15?m62yU EJi? 40MUUt HMAs 0.1.0 �� HI�� ''�µµ � �1 1-]-1 Seel =139.5 418- 4}6= 1.w Ort= 918 FP= 68= M 1 2 3 4 5 6 ] 8 B 10 11 23 22 21 20 19 18 17 15 15 14 13 Ort= 41 1SK111 1.6a 11 302M106HSFP= 4ffi= Ixe= 98= 21-109 21-to-1 Plate Other, X)] [1,Edgo,4l8 NO 1 B.Edsiol.7,0,18Etl a 11 0 1 SEWel.113:4212E0 a 230212 LOADING(lost) SPACING- 2-40 M. DEFL. In (Ica) I/tlell tM PIATES GNIP TOLL 40.0 Plate Gnp DOL 1.00 TO on Ved(LL) -0.45 10 >5]1 360 hf120 244/180 TCDL 100 Limber DOL 1.00 BC OJ6 Ved(R) -0.]i 10 a36G 240 M18SHS 244180 BOLL 0.0 Rep Sheas Ince YES WB 0.75 Hoa(TL) 0.11 12 Na We BCDL 5.0 Code MG2014?PI2007 Wark-S WNght 114 lb FT=20%F,1M LUMBER- BRACING} TOPCHORD 2x4 SP No.2(IIat)'Except' TOPCHORD Structure)awed sheathing directly applied or 4-7-3 oc pulllns, 411:2x4 SP No.1(flat) e16e%add veMost.. BOT CHORD 2x4 SP SSg1et)'Except' BOT CHORD Rigid calling directly applied or 1000 oc leasing. 12-15:2x4 SP No.1(flat) WEBS 2x4 SP No.3(ttat)'Exca%' 11-12:2x4 SP Na2d,d) REACTIONS. (IWaize) 24=1178s06-0,12=11]1Po30 FORCES. gtd-Merz.Comp.&4h, Ten. All forces 250(Ib)or Iris except wfien shown. TOPCHORD 1-24=-11R 0,11-12=-116/00,1-2-1219/0,2-3—tfO88t).&5 44)5&0,5£-50117/0, 6-7=524M,]-8=50]]/0,&9-438]/Q&10=312]/0,1411=-12]2/0 BOT CHORD 22-23#1302,21 22=01 2421=0403],1&20 /5243,10-19 /5243,P-18 /5243, 16-1]=0/48]3,14-16- / 8]8,13-14 12349 WEBS 11-13 /1565,1093=-149]/q 10-14=0008$914-1014/0,916M08,8-18=8]6Po, 8-17=0/460,Y1]=-582/1]8,1-23=0'15]5,2-23-1506/0,2-22-0 (Qsf 3-22=1059/), 3-21=M06 521=86710,5-20=0/548,6-20-889/186,&19=-2401367 NOTES 1)Unbalanced door live loads have been considered for"a design. 2)All plates are W20 platen unless olherene,Indicated. 3)All plates are 3x4 W20 unless charms Indicated. 4)RecommeM 215 sha ngbacks,on edge,spaced at 1440 oc and fastened to each bass with 3-10d(0.131X 3')nelb. Strongbaeks to be attached to walls at their outer ands or nasbalned by other means. Q WAFNN4.'mi desert —aEfON — h.'rbn wM�M lw vs aYY WP11AIekAccnwclae.MOaLp16[vzy•r9Yupm�mretersaxwnl.md b la lm MM]M h1MXy cwryamt rot eemle ae,np l>aaalgaaplla mlm.enn alealrmein«ammn r�aanala•amx >a ka otors,alnl,Ineo In da�kXwm�.M. bac9'g4x4aldaio PeventWmYV«MM}daw.eDW/a clxntlmemk¢itaJY. 15mWm1Yml4 maxml«¢kq MRek' atlwMlaa91M bIaIdMPyaMlo Pa•altl cUlgw Melmtie Y¢mvM 9,9fy aid PWenY bantge. fageraltl mklalce rclX•J1y 9,e 9804 Pe14 EM&M. yrtwlbr Mage.rYNny.ae[:Mm[I LxxIIpollnma[axl lmu Mlemx wxNl9VIHI M91y CMwIo.09949 vgBC91 W18Gw1palunl tame'..nen.rare I.cu,N.lae meet.sJle3lz '1k 223 ...v14 Te, FL a0910 Job T. T.Type OIy Ply 0 24580 1212BTOA F01 Floor 2 1 Job Reference topaonal) BdWirq CampolxMSlq:ply, Jeckaolwilb,E132258 80105AL1bAw20ziaf4ltK79Fes,Inc 4PLrd Feb13110DpSF2i8Pagel ID:p]SdNbPWc9NSesL bAw2FBziaN-IOIK]'+FNgM1iu99LrdPCYOmtIMO9Dp5F985jDOz12[9 0-14 H 14P0 plgt 1-e8 6370 Su1u1380 Oie= 1bp II 66= 1.= 46= 9rt= a8 FP= 9M= 3ffi_ 1 2 8 4 6 fi ] A 8 10 11 12 �ffi SIT ]5 24 23 22 21 20 18 1e 17 14 16 14 13 4ffi= 56= 4ffi= U12 M183HS HIP 4ffi= 1.6011 Ove= 6M= 3X6= 15X3 SP= 2348 234 8 Plate OXsets(X.Y)- LEtlge,0-i-8)6[3:0-1-12,Edge],[]'.0-1$Edge],[10:01-12,Edge],[12:0-1-B,Edge],[19:0-1-12,Edge],If II b,Edge],[22:01-12,Edge],[25:11014g. 12]'.0 3 40- 1 LOADING(pal) SPACING- 2-00 Bid. OEFL In floc) I W PLATES GRIP TOLL 40.0 Plate Gdp DOL 1.00 TC 0.83 Vell(l1) -0.55 18-19 >501 360 W20 244190 TCDL 1D.0 Lumber DOL 1A0 BIG O.B9 VerpTL) -0.881618 a320 240 M18SHS 244190 BIG 0.0 Rep Stress lncr YES WB 0.81 HOR(R) 0.14 13 Na IVa BGDL 5.0 Code FBG2014]TP1200] Matdx-5 Weight 121 to FT=20%F,IME LUMBER- BRACING- TOP CHORD 2xd SP No.2(M1ah'Exoepl' TOPCHORD StAclurad wand shealNlxg dreslly applied or d3"oc purlins, 1 9:2x4 SP SS(XaR except end veMI BOT CHORD 2x4 SP No.t(9at)'Exeept' BOTCHORD Rigid Oeili,di.Olyapplledor1000Ocbmon9. Except 1381:2x4 SP SSRI 2-2L oc Mean,20-22. WEBS 2114 SP No.3(iel)'Excepl' 12-13:2x4 SP No.2dat) REACTIONS. tested) 25=125810-SQ 13=1251,0-68 FORCES. (Ib)-Max.COmpJ ac Ten.-All forces 250(to)of-Ins except Men an.. TOP CHORD 1-25=-1252/0,12-13=-1263/0,1-2=1310.Po,2;>=-3344Po,3-0=-0]82,0,0-5_-585fiPo, 56=-59 4 38 41]4�58]1Po,8 W.1= 0-,1611=-338],0,11-12-138]/0 BOT CHORD 26-17=24M,22-23 '4188,2622=0/5359,1620-0Ma991,18-19 1596],1]-18�I596], 184]=1153]4,1-[8-14222,14-15 1195 WEDS 1217--011883,11-14=1811-,11-16=93.2-2 1615=-1162/0,10-16=011119,11 46=-]840, 8-1]=0130, ]-1]=T291B0.20-4 4 4.5- 2-24=-1821-,2-23�/12J8,3 23=-11]1Po, 8-22=4830,4-22=-]940.420Rv4]4,520=531-,5191 619=-369202 NOTES 1)UMaHnOed floor lve Dads(lave been wreMered for the design, 2)All plates are W20 plates unless otherwise Indlwte0, 3)Al plates are 3xd W20 unless otneranse Inalcated, 4)Th.Febdcelion Tderance of join 21=11% 5)Recommend 26 stmngbacka,on edge,spaced at 10 60 oc and fastened to earn truss Will 3-10d(0.131"X 31 nails. Strongbacks to be attached to walls at their older ends or matmined by Other mends. Q WIRNNe�fare4Wplp'ewb4W aE90 N01E6'QV TNIe a. lan.MI 1ral ser. Ia ...—,100Y[OlSaefOK UY I%W{TWpIn wed9Y'v'MI MIN@_'o'.R6 tle5an etxvnlunlYa4 ryvaneiers]wnvm]kMm1I Mltllpcwngeen4 rot M1wryblad.telae ue.Ilw Wklae aeW.Hw mut oiTH lir "'I .try of nnann'N1unelen.on en,Inc, ala RYstler¢d MO Movatll x Uw4K1 M41edbsPLYNmalogncenicdl�swllbW�.ie Polwx4k'IXY wJ q%�e11Y �NaOe fol Pa,dd p4krcel V�tllp Pieamnldmay e IWIt.allon Nwodn.tlaMrelV.amcMnmalx«Igdnlmt¢W M1ImsyLelni"aWIN/WllgJry Clexq,D6k4VaM eC6l WYiq ConpwwlN K04Pu44p6M. 3W41y0YgmalwnuWMe M1an ills RaH MkOa 210-.lea SM1ee1.sole 312 NeXavlh VA VaIG, Te Rgain Job Tloss Truss Type Cty %Y no z4see 12129TOA FOS Poor 1 1 Job 1 Me I as 10n4orel Building ComporeN Supply, Jacke0nviIM,F192256 B.OIOSApr 202016 Vi lRinF?b,Im. Mon Fab 1311Wv12011Page t IDT]5tlN11PWc2NSesL]bAw2FBnaf3]GRiKLF]b]gIIJw19NwR5LXcoZHYvl Bxog11LSZIL3 0-18 1�5_9 o srld=l:aTs m= 4m= 1 ya= em= 31b FP= 4m= am= 1 2 a 4 5 6 T e e 10 11 q 26 n 9 26 24 y9 22 21 S 19 16 lT 16 1514 13 12 46= 44= 4m= &12M16SHSFP= 1.. 11 1.. 11 4m= 4m= 3m= 3[12 M1e5H5 FP= 180 4Ae &FO &00 1338 1Se8 1638 2D&B 2 180 26O 280 280 43 280 280 280 1W. Plate Cflneln Y 1:E e0-18 5.098Etl a 6.016E 1tO16Etl a 13026E 24.0-26E n 25.Etl eO1 LOADING (psi) SPACING- 2-g0 CSI. DEFL In (Ix) IMnfl Lb PLATES GRIP TCLL 40.0 %ale Gdp DOL 1.00 TC 0.]9 VeQLL) -0.9818-19 >53] 9W MT20 24M19D TGOL 10.0 Lumbi DOL 1.00 BC 0.75 Van -0.A 1518 >313 240 M105H5 24M190 BOLL 0.0 Rep Stress trier YES We 6]] Horz(TL) 0.12 12 We Na BCDL 5.0 Cotte FBC2014/TP1200] Metrix-S Weight 116lb FT=20%F,11117 LLMO8 - BRACWG- TOPCHORD gout SP NGA(flal)'Excapt' TOPCHORD SWdOral wood sheamfug d1naclly applied or 4-60 oc purlins, 31 t:2W SP No.2(flal) except and veM.N. BOT CHORD 2x0 SP NalQlal)'Except' BOTCHORD Rigid wiling directly aWliW or 100 Ow bracing. 1622:2x4 SP SSMap WEBS 2x4 SP No.3(6el)'Exanpt' 1112:2x4 SP No.2(flat) REACTIONS. (hiMze) 25=12140-80,12=12WAI-3-8 FORCES (Ib)-Mar.Come.Ten.-All lances 250(lb)mines except Mien smwn. TOP CHORD 1-25.120d/0,11-12=-11 B8O,1-2=1256Po,2-3=-3191Po,3A--0531Po,45=-5301Po, 5824 5 3, ,2 5313/q 28 21]Po, 53,1 231/0,10-11=-13140 BOT CHORD 2324�y23]2, 14-16 d3B83,2021=45053,1&20,3592,18-19=0/5542,1]-18 5542, 161]-0/50T4,14-169/4018,13102419 WEBS 11-13=0/1813,1-249/1823,1013=-15430,2-24=157161014-0/1128,2-23=Q/1130, &14=-1082,,3 W11,6,18-169053,32 65W,]-16=]i&0,321=-]26Po, ]-1]=0/SOM1,4-20=4511,6-1]=844/151,5-20=655'140 NOTES 1)Unbalamssa door Ilve loans have been considered for Ilia design. 2)All plates are W20 plates unless Whemour indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4I Recommend 2x8 atmlgbacka,on edge,spaced o t0 D0 oc and lastened to each Vuse MO 340E(0.131'X 3')nNls. Stmngbaokn to an,attached to well,at Her War note or resmined by other means. Asea aPe.sea NCLYa®MEN aSEpNCF IIaEIM)4Am.Iareat" 0MVK Wtlm.bs.—coli"x1R tan e:mueMrz.rNam,Ogn6dwyYURx�[�mulm Nnwn.mtlRiwm Mautld dleagem,pavnl,roi InuaYLem 2elwe ue.11re MlRptleY}ermul ve6tylM ry;AktlMlN olied�lwmreiersmt ggialy Mw�alanMO Aeovatll er—r a .mwlMaw MRea IMn:aMn elwtga.ddNar wecnmrnufa«Mol miug5rnu14wa1nMena.waaxsr/1%IOWIM CdIUN,aLd9aM BCL&rYwq CmipewJ ae,A. Ful BMtl. fyMYMtmmllm avtllalYe M1erm Inu%ale IvBMe.118 N,tee Leeel.S.IIe 312 WeyudMi VA'1R31 E. Teilpe,FL 51910 Job Trvss Thins Typo ON Fiy nazae99 12129TOA FN FIOM 5 1 Job 6MIT"IoctionNl BWldirq GmporlNlt Supply Jacxaomille,FI3P256 e.OtOSAp202016f4 bO?ntl GdMs.Inc. Mon Fee 1311:09:15201] Page 1 IO:p]SdNhPWc]NSeeLpbAx2FBnai4-6O14YhG3MJybJNDNRpd2eM3CvjHONLASegM1212 0.ta Hi 13.0 t-e0 33.4 AS 4x6= 1.6K3= 4/6= 3R FP= 46= 46= 1 2 3 4 5 6 ] 6 9 10 Ir �� IY 21 20 19 16 17 16 15 14 13 12 11 1. 11 15e111 212MUw-SFP= Ort= 41= 2 ago(Ho Plate OlMeN IXV)- fPEtlpe 0.13114'0.1-B Etlgel I5161-&Etl9el LOADING(psi) SPACING- 240 CSI. DEFL In Qac) Vdefl Ud I PLATES GRIP TOLL 40.0Plate Grip DOL 1.00 TO 0.99 VeN(LL) -0.3816-1] (113 380 MT20 244/190 TOOL 10.0 Lumber DOL 1.00 BC 0.86 VON(1L) -0.60161] s383 240 M18SHS 244/190 BOLL 0.0 Rep Stress Incr YES INS 090 Hwz(R) 0.09 11 We Na BCDL 5.0 Cod,FBC2014nrP12007 Metrx-S Weight:103 lb FIT=2MF,11%E LUMBER- BRACING, TOP CHORD 2x4 SP No.2(flat) TOPCHORD Simctuml woad sheathing dimcflyaWhel, exceplendoertmals. BOT CHORD Zito SP SS(flaB-Excepl- BOTCHORD Rigid dolling dray applled or 160-0 oc btadng. 11 15:2x4 SP No.I(flat) WEBS 2x4 SP No3(flat) REACTIONS. plow.) 22=10B0M5-6,11=1088/Medhantral FORCES. (B)-Max.Comp./Max.Ten. All forces 250(Ib)or lees exeapt when shove. TOP CHORD 1-22=10]3/710.11=10]B0,1-2-11 Ow,2-3-2nArD.3l-3841/0.46-434]4/• 53=-0351/0,6-]=3850/0,7-9-2T 10,910=11 GN0 BOTCHORD 20-21=0.^2094.19-20=013425.1899=0'434),1]-18434]•1617-0/437,14-16=0/4252, 13143431.12-11-02095 WEBS 10.12 11475,9-12-137=,9-13 849,]-13-90&7 7-14=01580.614=-55&0• 61�-50/341,5-18=302/321,5-I]=312/123,1-21-0/1431,2-21=13710,2-20952, 320=-9000,3-19- 33,4-19=866/0,4-18=931343 NOTES, 1)Unbalanced floor live Iowa have been cormidwall for this design. 2)At plates are W20 plates Infee,othe..in Healed. 3)All plates are toot W20 unless olherwies ihatcated. 4)Refer t0 girtler(s)for loss to Imes connedtlolm. 5)Recommend 2x6 stmngbaas,on etlge,spaced al 1040 oc and lasterled to each truss with 3-10tl(0.131'X 3')nails. Strongbecxs to be WeGled to walls at IhelroMer was or metronome by other means. 0)CAUTION,Do not erect truss backwamS. QWA NA62-NrnY pnpvm —FRIAe NOlee Ce 77115 eI adespMIEx PV9L4Mf.EIAd N1PAm.Iaeaewf I(/pPee4a O,9T Wla r«its«Yv1Mm 6MIe5Aa dediwcr mud!O dfy loo pploot Yoh W«neleatlwvn.uM kl«m YMNQltl sola c«n�ml.rot aMmayelan anMa,[e.IM dNgtleymermul vaaN llw 9Txl«AreWol CmMrA�meMrtaxlw,WalYmo«w+ole RB {1n FM Ra wmdl Aurcdeea�.ax5wirrrcrnedkro wewenl wclari9 erriel4aa m®weomd/«cnwam«ro«:«+v.oeaaAa lemp«wmdpamvWnla�x,9 MOW kdwoyi repledbslm'lllya'A lowe�•anlcdl[peldmrroWAe n«wdkeAYml wcWlYhxn� H«9endu9udwA'a re9�Ogllw aBW Pea EmI ow Ldtadi Wro,.tlMNarY.aecYcnatl awAW ncon W kuvmatlmu sonearc e1/MI CWM CrXwlo.a...ML W W^9¢omWeMl ayrlx Mamrmlm com2ie M1« e M n fun Halae.210 N.Lee sled.sure 312 AbradMy VA 22914. Tm 'R33510 Job Tram Truss Type Oly By 710 2601 12129TOA FO] Flaw 4 1 JOG Relereo rimer Bultilp CwnponMa Supply, JacksonvilN,FI32256 8.0IDSA%2o2ozaf4 mklndushieslw. Mon FeG131CP.1 05201] Pepsi ID:p]SdNMN/c?NSeaL?GAw2FBna16 GO?4TM3dMJyWNDj4Rgtl2epSCIgHO%lASegWAwLZ12 0-111 H1 1'o 20J 18 =1343 ba= axe= 1.w 4a8= 36 FP= d6= 15YJ= 1 2 3 4 5 6 ] 3 9 10 r 23 2 �y 21 20 19 16 17 18 15 14 13 12 YY 4ef 4x8= 1,6411 1.W 11 112MIWHSFP= 48= 4xe= 203_ 2034 Plate OgeNa IXYI- fPEtlpe 018114'0-18.Etlpe1140-18 Ed0e1 f1O0.1E Etloe1 LOADING gmp SPACING- 2-00 C81. BEFL In (lac) Udell w PLATES GRW TCLL 40.0 Plate Grp DOL 1.00 TG 0.65 VaN(U) -0.401&1] x606 360 WA) 244/190 TCDL 10.0 Lumber DOL 1.00 BG 0.92 VeN(iq -0.62 1&1] a389 240 M18SHS 240190 BCLL 0.0 Rep Stmss Incr YES WB 0.69 Horz(TL) GCB 11 we we BCDL 5.0 Code FBC201,u TPI200] McMx-S Weight:104111 FT=20%F,it%E LUMBER- BRACV G TOPCHORD 2x4 SP No.I(flat)'ExcepP TOPCHORD Structuralw sheathing directly applled or 2-2-0 oc pulllns, &t B.2x4 SP No.2(fiag exceof am total. BOT CHORD 20 SP SS(flat)'ExcepY BOT CHORD Right ceiling tllractlyepplledor 100-0mbmdng. Except 11-15:2x4 SP No.l(flat) 220 oc bracing:1]48. WEBS 2x4 SP No.3(11at) REACTIONS. (Ibkize) 22=109510-56,11=109510-3A FORCES. (lb)-Max.Comp./Max Ton.-All lomes250(to)orlessexcept Man shown. TOPCHORD 1122=-tO68q,10-11=-1069/0,1-2 11268,2 -282510,3-1=-392&0,4-5=-046110, &8—445910,6-]=382910.]8=-282410,&10=-112&0 BOT CHORD 2121=0212],1 2-13=r 3484,1&19=W4481,1]48_-0/4481,1fi-1]9/bbfi1,14-169/434], t&14=0./3484,124392125 WEBS 01 /1464, - 389/ ,9-13 ] , -J ]-14=Nfi5,6-14-582 , 6-16=-3636,5-l6-423215-1]-30 /118,1-21 /l54,2-21=-111, 2-2092]1, 320=-91]10,3-199/6]0,419-9200,418= 1342 NOTE& 1)Und atulced floor live loads have bean considered lorthls design. 2)All p ams are MT20 plates unless othelwlse Indicated. 3)All platin are 3x4 MT20 unless otherwise Indicated. 4)Recommend 2x6 snongbacks,on edge,spaced at 1M 0 0o and fastened to each truss Win 3-10d(0.131 X 3')nails. Strongbacks to Ge attached to walls at their outer ends or meVNnetl by other meat's. AMxaxxaV.exN�kNpvMlwaeMAFAaNe1ESpI IN5Al10WLLY0EOYIENFEFEaxXCEM4E.1M)4Am.raWaareI901KU5E �4T wlp lo�ura MY`Mln Mlleh evnreciws.Rhtlaprelvietl MYupen paarelers Lwwn m04Mm MNAx4 M4MgcrvnpamL rot InBSyxMm Bekaa us tM W Wq dewxe�mulvalry X¢ZyY+fAINaI,Nr#In WanelrSwJ MWelw ncal+aala lrhtletbn Mo IMovaMl e �.<WryluarNaBYulkNetltipeMvenlccitl+'EWTfxvLJa�rtwM kVxYOM P�Y>a4Y W�xW--iwp�u,cx4v,91M}xvx�tye'Qgl�a tw¢trO Idv�alkn Ywrye.O&Nay.axMnmlMMgnl lnmaemtl MisryalemS,vxPN9l/IRI Gudh CIxNM.a9B-aGw4 af.61 WYWq ConVUIxY MWPW FW BM4 rdMy WamoXm wrY,Lie aan Lim Hale hetlMe.41810.lee Sacel.SY6]I2.NexmAh VPZY.IIE. Tlryl,Fl 8x110 JOU Truss Truss Type IXy Ply 0121802 12129TOA FUB GABLE 1 1 JOU flefererce(cpEcrel) Building Component Supply. Jacksonville,R 32256 6Af0 S Apr202016MiTeklndsMmalso. Mm Fab1311:0P.16201T Pags1 ID:p150N0PWd7N6esLtbAW F9ziaf43e 11HG7c0.4090HorvAmOA_enVIUPWNOI ZtI OHe fim.1nS1 add II 13e 2 a ♦ 5 6 7 8 B to 11 12 p 0,1 as 23 21 'M 19 13 17 16 15 11 13 a.1= axe= 3Y 1&12 L1612 4212 &10.121 Bb112- 1382 14]i 1812 1d0 1.0.0-02 SStA0 b40 1d0 1-FO12 01612 212 1 11U 1Jd 1dD 1-00 PMM OX di IXYI-- 123'0. -0.Etl I LOADING (psi) SPACING- 2-0O CSI. DEFL In (Iso) Mell Lid PLATES ORIP TCLL 40.0 Rate Grip DOL 1.00 TC 0.10 Ved(LL has - Na 9% wn 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ved(rL) rile - Ne an BOLL 0.0 Rep Stress Incr YES WB 0.04 Hor2(TL) 0.00 13 Na We BCDL 5.0 Code FBC20147P12007 Ment-S W.19m:681b FT=20111 XE Will BRACING TOP CHORD 2x4 SP No.2(8a1) TOP CHORD Structural wood sheathing directly applied or 10,0-0 M pudlrs, BOT CHORD 2x4SP No.2(fiall except end verticals. WEBS 2x4 SP No3(Ilat) BOT CHORD R'rgId telling dlredly applied or 10.0-0 oc beading. OTHERS 2x4 SP No.30m) REACTIONS. All bearings 14-74. (ID)- Max Grav All raallons 2501b or less atldnt(s)24,13,23,22,21,20,19,18.17.16,15.14 FORCES. gth Max.Comp AAex.Tan.-All farces 250(lb)Ore.except Mahar.., shown. NOTES- 1)All planes are 1.5X3 W20 unless othewtse Indlwted. 2)Gable requires obntmuous bottom chord beemq. 3)Thus to be fully sheathed from one face or securely braced against lateral movement(Le,diagonal web). 4)Gabs studs spaced!at 1 4-0 or 5)Recommend 2xe strongbacks,on edge,spaced at 10,60 oc and fastened to each truss Will 3404(0.131'X 3')nalls. SVoroacks to be attached to walls at their other adds or feathered by other means. 6)CAUTION,Do rut awl nss backwards. Q wJaHM'e-.'srtlpnpmxnrtvW es".."roe—des-Naw0.VOE0MOEx eEFEB .II4ahla.. e1a0.NOIb..a IXi{p vJIJ Id 165 wYY vAlh MneUns, lop Og.11ndrslmp a.1 L+7nmelas Lwurt addblamMIN1eM IUWJny cdnr"no m1 Ims ayslan ealuc wr,nc WII[ag tlesl(1re m1¢IvaIN ihegxa'IwYA1No1aoY(n e*��nioleiSaM gol»rIY Mryltsole IIAtleWtnlnlo IMow�eMl dWpGeYpl1 bTNJYitxca141kbgevenl[wL%p a1MMA]W�Wxlootl/d tlextl memM cNK/WJllw]IwnfwoY�W L<imnnnl MMNp atlwayrepledM tltl111ymtlb Pevd4cWgte u110Le�amM tiny uxl popxdY �� Id yenad yklaica regoiRpllre kdkalkM1 YM�e.tltlNcy.necinatl bacbpolermsaglrulq[IanSseeANll/RII YUMIY G2xp.Dea-09aM LCN N8Ida9�urWrwN ILFri Tewpa,F fyNTkYeeNypl ar4'tYe M1an Ir�m Wk YUIMYt.21e N.1ee51meL5eb312 NemMh VPZ1]IG. wrp. L>JFI0 Job T. T.Type Ob Pty 0 298% 12129TOA IM Roar 5 1 Jab Relbeente(options) Hainan,component Supply, JmkwmNFI 32M 6.010sA 20 16MiTek industries. Mon :081217 yPegIe1 ID:p]60NhWc?N6mL?bAwFBal4YMaNimDZMaUN xGp02ylKeddm3xvZ10 09L 130 H 1-ao 3d1d=156.1 4ffi as II am= 1.m II t.bm= 1 2 e 4 6 6 ] e 1a I� 1] 16 16 14 1. 12 11 1a tbq II 4W= 1m a lm= & 1 5$8 &169 1]8121 10108 1349 14108 0 R8-0 280 Ii 634 3312 280 1$0 Plate Orana - 1:0&OE a 4:&1d Etla &: lBE 12,0.18E 18:&1 Etl LOADING(psH SPACNN4- 2-00 M. DER In (bc) Alan UO PLAT65 GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0.41 VerbLL) -0.12 13 >999 380 MT20 244190 TEAL 10.0 Lumber DOL 1.00 BC 0.61 V.,(TL) -0.18 13 >961 240 BCLL 0.0 Rep Stress a¢r YES WB 0.53 Hor2(D.) 0.01 9 We Ne BCDL &0 Cotle FBC20147PIM7 Metrix-S Weight 801E FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4SPNo2(98t) TOP CHORD Sti l wmd shee0hing dfaMly applied or&60 oc pudlns, BOT CHORD 2x4 SP No 2(Oal) except and esel ls. WEBS 914 SP No.3glap BOTCHORO Rigld telling diraUly apnilad or 1000 pc bredng. REACTI0f4S. (Ibli 9=]86N3Q 1=792/0-30 FORCES. (lb)-Max.Comp.rMax.Ten. All forces 250(Ib)or less except wben shown. TOP CHORD 8-9-781A0,1-2=-8S4l,2-3=140fed.34=-214 0,49=-2346!0.5�-234&0,&7=-1830/0,78--]TAO BOT CHORD 15-19 852,1415-0/1915,13-14#2348,12-13 2346,11-12=02161,10-11�1457 WEBS 2-16=995k),1-16=0/1110,&10=(V1002,2-15- /52,7 1 0—945/0,&15=-]09/0,]-11=0/519,3-14=(V3)4, 6-11-48M,4-14-420n).6-12-491436 NOTE& t)Unbalanced floor live loads have been Iona loan for this design. 2)All planes are 3x4 W20 unless otherwise Iod1=od. 3)RemmmeM 2x5 snrongbacks,on edge,spe ted at I6 oc and fastened to each truss,with 31Ud(0.131"X3')bells. Stmngbacks to be alnached no walls at their outer aide or restrained by other bears. 4)Gap beMreen Inside of top chord bial and first diagonal or veMfal wreb shell not exceed 0.WOin, 5)CAUTION,Do not erect truss badarl Q ww.-nmy e.grsp..a.r...a 4oxurwa av mn4xownwBOXartxasrsa4xcsn4asxs]4n,...rnesseneexoa . INikn WMMrldroNyMT MlakamxwcMn.lNstle4plh 4mOwYY W^ll Manrelers Llowrt,vMh MmIAINIXid daMpcomgmnt rot Wdg�d9rt BucFq[nicde�tl aplotleY6,ex mut reply Me gyMCLLMINa1 J,s11N1 yexaneiasaa q�IV Nc�+lgnale M6 W.5{1n Flo the uve�Nl �m�w��M,.xr*nva.nrvwirnalw`�in�i.•QeNmwwn*'i�+v�.ir* ��ry a.ama-ra 6n as.°mw�ail mm« le... e hM.MrnMrL na.ape.awrerc al«mnr.M aorta olmm�a,d m.ww:lem:.Nexxsvren wawenNno,meat a„°e aev wa""'xa 11., 9KIY IlYwmoXm avdadehm,e�Raie MUXMe.RItl N.Lee 5haa1.5ulle]11 Nrv�orvAM.VPRR]IX. I^YComponeN NTenw...1aBN4. Job Truss T.Ty" ON PIY TI 04246W 1212gTOA F10 Flaor 2 1 Job IG Mi w c Orel Bultirp Comporem SnPply, Juksonvilk.Fl M56 e.OtOSApr 20201 FM af4lrMu lu Inc. Mon Feb 1xGyO :IT2013xmVZl ID:p)5dN11PWc?NSeeL?OAW2FBuel4-YnmrHJJluvxDJZnkNUB)JtGy0bNlAddm3xynLZm Ole li , 1'!0 FLB Bele=l:2ld lffi_ 1.Se3= 1sY! II UO3 II dffi= 1 2 8 4 B ] 9 p TJgI 15 w 13 12 11 10 B A* 4m- isO i9 10-]b t3-0 In-]A 13o zsO 6]6 z6O 1B0 Plate CflsatelXY1- I1:Edpe.O1bL112Ol4LEdeeLl13.0lI EdlI LOADING(pelf SPACING- 21" CSI. CER. In (Ioc) Wall IW PLATES GIMP TC11 40.0 Pial.Orp UOL 1.00 TC 0.40 Ved(U-) -0.1112-13 >999 360 W20 24 00 TCDL 10.0 Lumber DOL 1.00 BC 0.87 VedQL) -0.17 12-13 >993 240 BOLL 0.0 Rep Stress Inco YES WS 0.49 Horz(TL) 0.04 9 We We BODIL 5.0 Code FBC2014?PI2007 Matrix-S W.1i D In FT=2o%F ll%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD ShudurN Wild sheWhing dioedlyapplled ore-o w purlins, BOTCHORD 2x4SPNo.2(Ilat) exomterd WrOcelm. WEBS 2x4 SP No.3(Ilat) BOTCHORD Rigid ceiling directly applied or 1O 00¢owing. REACTIONS. (Vaha) 16=]84/05-6,9=]91M hmnlwl PORCES, (Ib)-Max.OomplMaaTen.-All torcas250(lb)o11essexcWtshrnshown. TOPCHORD 1-16=-]I9N,8-0.-]8510,1-2-TJ5N,2-i-182010,3i=2331/0,45=-2331Po,5�-2331/0.8-)=1829/0, ]B--]]40, BOT CHORD 14-15=0/1455,13-14=W21)4,12-13=d2331,11-12=0!21]3,10-11=(/145] WEBS &10=011030,1-15�RJ99,]-1 R-95010,2-15=-945Po,]-11=0,518,2-109/519,641=4]BPo,3-14=-481Po, 81'2=-50,430,3-13-51/430 NOTES 1)Unbalanced floor live leads have been considered for this design. 2)All plates are 3x4 MT20 unless othemme Indlcated. 3)Reim to girdar(s)for IN9s to boas C rem,31Ons. 4)Recommend 24 stmngbacks,on edge,spaced at 10-0-0 oc and fastened to eaO truss Will 310d(0.131X 3')nails. Strongbacks to be attadted to walls at hair older girds or restrained by other means. 5)CAUTION,Do not eyed Was bm*.hds. Q wAwrre.wryw.gxpa.ir...wwoxoras ax]xw4xo xcLuoaomaxa4'vudxa v4aaxx]m m.raas2waeasorc use. haaahWalarm.1Hm gains een...mbWanelen Lwwn.aMalwmwnwMUM M.He emnr✓—ra,,mr nrmassor,BeMreue.M dMg defaw mW same the gaol ,o1ckdprpa—,t--1 wMKnr Mell>r-die mE 4mern I.n¢. a°iommamomi' m°°tlipem aetlors-ora o-`xm. ixad,1 itlwonnwv�n«camoha "°�'""w�.°°x ww ll.amro MOW Mr lenmr.emroam.daNmry.ereclbnaq[xa[:Fq orinreeamdl�mlmnnv^Mxsn/1%1ytlNealeM.DSB-AaM K31 auIYMpf<mpwnr 6Bw v0,.a- a' 9Yely Pbmgllm aetltLe hdn lr�Mle YUW11e,21a N.Lmm Slreml,4Me SIR.NemMM.VRY[Sld. Tarrye,FL.10 Job Tessa Tessa Type ply 0 2805 1212BTOA F11 Floe 2 1 Job el I gwa0 BUWeq CompdwniSWply, JacMsaMlle,fl3Y158 B.0t0?Mp2 018 M?eDAjJWTUBwEMm Feb1311A0:182J1] Page 1 ID:p]SdNhPWc9NSeeLtMw2FSxiaf40zgDAjJWIEIABwEo0D2NFBUMpPOUpM1wOODUBbZN o-ta H 1Jh tse ewa-mso 1.SYJ= 1.Stl 3 E_ 1 2 3 4 5 s 6 12 11 10 8 B T 1.6x3 II 10.114 tuna Plate ORaels(X.Y)— 15:0.12 Edpel 110:612 EdwR LOAdNO(Def) SPACING 2-00 C81. OEFL in Qac) Well W PLATES GRIP TCLL 10.0 PIM,adp DOL 1.00 TO Dn Venda) -0.121011 >999 360 ww 244/190 TC DL 10.0 Lumber DOL 1.00 BC 0.91 VergTL) -0.1810-11 >713 240 BCLL 0.0 Rep Stress Ina YES WB 0.35Haz(TL) 0.02 T Na We BCDL 5.0 Gode FBC2O1/RPI20O7 Matrix-S Weight 5g 16 FT=20%F,it%E LUMBER, SPACUlG TOPCHORD 2x4 SP No.2(grd) TOPCHORD Strummel wood sheathing Urec1ly applied or 6-(HO ac pudlns, BOT CHORD 2x4 SP No.2(gap except and vrnhuef,. WEBS 2x4 SP No.3(gat) BOT CHORD Rigid ceiling directly applied or 10 O O oc bracing. REACTIONS, desi]e) t3=583/022,7=5804echenical FORCES. (lb) Max.Comp./Max.Ten.-Ail fomes 250(Ib)or Mss excspt when shown. TOP CHORD 1-13=51/A),6-0=569AJ,1-2=-541 N,2-3=-1202/0,34=1140q,45—1140/0,56=-545/0 BOTCHORD 11-12�l1 0,1011=W1318,9-tO�1140,8-9A114O WEBS 1-12=Wfi95,2-12=EGW0,2-11=0253,3-10=-319/)1,8-�WP25,5-8=809/0 NOTES. 1)Unbalanoatl floor Ilve loatls lave been wnsideretl lorthis design. 2)All plates ere 3x4 MT2O noses oUenese Indloate 1. 3)Refer to prda(s)for trues to hues mmedlara. 4)Recommend 2x8 stmngbecks,on edge,spaced at 10-0-0 oc a1M fastened to each It MM 310tl(0.131 X 3')nails. Ssongbaoks to be allachad to walls N their oder ends or restrained by other means. 5)CAUTION,Do wt erect true,backwards. Q WIfiWl9- ra0dearef stAft. y� as mmn.BaW mewugtle� .on—eynol f�.m�pnm,etmmw�aruls lwm4x'—'A ham, cwn xwmL ml N—Yp- Wsp as Jgx f:Ne]ato PBvenlhc44pol1xlXAltI4U6wBbrWJ/-Mtlmc+nCwsFlwYy Mmdfomrprary mbla ry,eova II aawmalayA.aiTALilymabgewniw�aMTFc@,e@vxf tory a,ar w,m bT,�e. fp yh,e��l '""`"a`""th0L"11 MiTeK MWwIM[logry, 'bNay.ereclknatldd.Ypollnmmm[IMnfwdm remW5VIR16HNCMxM.PSadV mG KSiWIk gc'o�m�naN Baw F,FL EeIo mM oxwmao.woken e.xa raeaHma x�nnna.zle n.laa ma,t.SJ@.liz.aa.aam.vAzzme. Te„P..n 3a510 Job Trus Truss TypeOIY Pty 710924808 121NTOA F12 Floor Gmal 1 1 Job 16selee o oral Builtillp Canparenl Supply, JackeOM'iIN,F132268 B.OIOSAVFftf4-OMDMdufEm, . Mor Fab1311:09:19201] Pepe1 IO.D]StlNM1PWc?NSreL?bArRFBua14-0zgDA)RNIELABwEOOD?NFBLUpP9No&mOoUVEGZN 13-014-12 l 4.- 1 ace= s zfStl 11 slslo 11 e Spooled $piitl Sub=1D3 T 48= put= B ] e axe II axa= 6711 6712 Plate Offsels(X.V)– ItECae 0.1-8118:0-1-SEdge1 IPO1-%Edoel lBEdg80-1-81 LOAUINO(put) SPACING- 2-0-0 CSI. DEFL In (loo) feel Jd PLATES OPoP TCU- 40.0 Plate Gnp DOL 1.00 TG 0.92 Ved(LL) -0.01 ] s999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BG 0.25 Ved(IL) .0.01 ] s999 240 BOLL 0.0 Rep Stress Mr NO WB 0.44 HOrzCrL) 0.00 5 We We BCDL 5.0 Code FBC2014 2007 Mafdx-S Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP Na 2gaD TOP CHORD S1mouFd mod sh rshing directly applied or 4-7-12 Po purlins, BOT CHORD 2x4 SP No.2pw except and M.N. WEBS 2x4 SP No.9(Ilat) BOTGHORD Rlgid calling direolyapplied or 10 0O oo bracing. REACTIONS. (IWsiza) 8=]89/Mech...1,5=67&b3L FORCES. b)-Max.Comp/Mex.Ten.-All fortes 250 b)We.except wan shovm. TOP CHORD 1-8=-]BOZO,bS=fiG&q,1-2–]099,23=-]09/0,94=-]09Po BOTCHORD 67=0909 WEBS b6=01926.1-0=0926,2-7=-584/0,34l=581/0 NOTES 1)Unbalanced poor Ilve loads have been oonsltlemd for 945 design. 2)Refer to giNa(s)for hues to more conneoff n , 3)Recommend 2x6 stmngbacks,on edge,spaced at 1000 oc and fastened to sail Irma;Wth 3-100(0.131'X 3')nails. Slmngbaoks to be attached to walla at floor outer ends or restrened by oilier means. 4)CAUTION,Do not favor muss backwards. 5)Hangers)or other connection device(s)shall be provided sulllaaw to suppon concentrated load(s)55016 down at 1-012,and 528 Ib doom at 3012 on on chord. The desighmalsdlon of soon connsctlon tlavlce(s)Is the responsibility of offals. e)In me LOAD CASE(S)section,loads applied to the face of the Voss are notatl as Iron)(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Llve balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Veal:5-&10,1 4=100 Gonowtraled Lower go) Ven:3=-489(F)9=492(F) QWI— VMly aeeeo corm selONOtEede rWe Aw evol D M1Ex FFEMHCEIAOEMROI v.I., Wean..lw ue aY,..MIleK9cwvgcl—Rh day ..MY upon{xx lersiwwn.aulhl W MWd teJdy rw nl,wl M1aory"No.So e.1.o4lp[Imyaia mMl vMry 'ry x✓' p^*ale lfb tlaµ1 11 Me ovadl IxlW 6rs+4�.1.¢MMl'WaiklolxeveM tuctlN dagM?rJ rum wN mf/ hxtlmem� wYY.A�tlmnlWm!*^W mflw m^nifxxlro WOW monom", omni, eon.omo Pet'enimdwor.1ond ams W-1u JMhQualify f d,le..SCS eyeW e MtlWtsltpaa 0.#ery,axMatllxrcYgo21. . re.1.pilam N.ro 1A.11b D39�B9aM 0051 BUWMpC nymwN G aFL Imm SYMxlnbmdon ar�fM1om lw'RON ksPa4e RIBN leeahael Slleal]N. JMi.VRYtJl4. - Tenp,FL 3]510 Job Taus Thom Type ON Fry 12129TOA F13 FloorGrder f 1 Job Referema Conal Building Comporent Slyply, Jacksonville,FI32256 8.010a Apr 202018 MiTek lndluide0.lnc. Mm Feb1311:0919201) Pege1 ID:p)SdCAPWc9NSsuLTMv2FB2Mf4-U9E0O1JB0%ito1D-WIWrePoV1�133De1w54Y10pGZt_ 616 H I6o 1a12 fELI� sEMr lrr=r 4m= 1.6d,= 1.w II 1,6m II sIKKW am= W8= 1 2 3 4 19 5 6 ] a 9 pp �1s I4 16 15 14 13 12 11 10 44= 5E= m= 11-td 14)E 1 386 PMte onsets - 1:E 01-8 3:0.112E 9:0.30 Etl 1L0.21 E 13:61 BE 14.0.1 LOADING (psq SPACING- 2-00CSI. DEFL. In (roc) IMMI lyd PLATER GRIP TCU_ 10.0 Plate Grip DOL 1.00 TC 0.03 Vwg_L) -0.1912-13 >932 380 W20 24,LMM TCDL 100 Lumber DOL 1.00 BC 0.71 VenCrL) -0.2912-13 >596 260 BOLL 0.0 Rep S1.ler NO WB 0.85 Ho2(TL) 0.05 10 We rm BCDL 5.0 Code RBC2011?PI2001r MaNx-S Wal,ft00Ib FT=20%F,11%E LUMBER- BRACING- TOPCHORD 9W SP W.1(Mt) TOPCHORD Structures word slreetbing duadWapplled or 6-0-0oc pudlns, BOT CHORD 2x4 SP SS(net) except end sell WEBS 2x4 SP NoSgat) BOTCHORD Rigid calling directly applied or 160-0 oc among. REACTIONS. (Iblsi.) 17=947/0-36,10=1317/1drachenkal FORCES. (1b)-Max.Comp/Max.Tan.-All fames 250(0)orless might term armed. TOPCHORD 1-1]=96516,990=-130616,Y2=-955/3,24=-2330./0.3>=-3311/0,1-5=3311/0,58=3311 N,6)=31]1/0, -8=31TII0,59=-13820 BOT CHORD1518=0/1005,1645=0/288@ 6=-I l 3311,12-13--0,33)),11-12=(Y2508 WEBS 7-12.743/0,1-1fi=0/1266,296=-11fiflN,2-15=0/130,3-15=40.5/0,311=0/842,1-11—386/0,8-12=2J&0, 513=3)9/65,9-11=0/1814,8-11=-1)2/00,B-12 /1061 NOTES 1)Unbalanced floor IIm lows have baen considered for the design. 2)At plates we 3x1 W20 unless otllenvbe indicated. 3)Rarer to glyder(s)for truss to truss conreGima. 4)Recommend 2x5 Mmngbacks,on atlge,spaced at 1000 oc and preferred to such than vWb 3-10d(0.131'X 3)nalts. Strongbacm to ba attached to walls at N&r War mtls or ra dminsd by other means. 5)CAUTION,Do not erect trues backwards. 0)Hangers)or othemconnection dewce(s)shell be plowed sullldmt to support concentrated Ioad(s)70 lb down at 11-1A on top Chard. The deslgh/selectlon M such connecdm covlce(s)Is me,responslblRyof Milers. ))In Ne LOAD CASES)section,loads applied t0 the face of the truss are noted as Iron)(F)or back(B). LOAD CASE(8) Standard 1)Dead♦Floor Lim @glanced):Lumber Increase=l.OQ Plate Increase=1.00 Uniform Loads(pll) Ven:10-1=10,1-9=100 Concentrated Loads(Ib) Vast 7-509(F) Arlasswmy de v+�+mrt 1 _ rm A t In. 1 2Mw d &h dr, m a map My MiTek. x .v1, we . 1MHk ik 1 [xy IJW ry_ er A f Ire 1 Dead9aM Etre eu =.""'L, 9aC a Xe Eaxr e aMlrHmmXm ar.]Ytle�w 1 ha�Eua utc.R w �w 91_E u�tl VPYl}6ENr W1wfl�^�^Wmnt ierryeFL aEI0N4 rJob Trus Tars Type OIY Ply 062 8CB 12129TOA F14 Floor 2 1 JOD 15Milas Octel B•Ji1011lg CgllpOMM Supply, Jtlawrville,F132RE6 ?NSss AbAw2FR6MITekbOKMlOrk,oDENBWdl 13 Ds,1020rH1,MPagel ID:D]5dNhPWc9NSeaL9Wx2FBval>-yMo2DOKm&buDENBWd1MCZWnoigXNJU1DY8zI2u 61E H _ 14H0 _ 1.2-12 1 1:1s.2 1'. II 2 a 4 s 12 — 1. _� 9 T ID e e ] 166 II 1<-0 69-12 &212 180 &2 12 180 Plata Olfaele(X.Y1— (2:0.1-8.EOpe] I5:0-1A Edpel 16O1$Etgel LOADING fief) SPACING- 2-0-0 C51. MFL In Doc) IMe0 W PLATES GRIP _— TOLL 40.0 Plate Grip DOL 1.00 TO 0.43 Ved(LL) -0.03 7-9 >GM 380 NIT20 244/190 TOM10.0 Warner DOL 1.00 RC 0.3] Vad(TL) -0.05 ]-B >999 240 BCL_ DD Rep Stress lncr VES WB 0.23 Horz(TL) 0.01 8 Na No BLDL 5.0 Code FBC20141TP12007 Mairh-5 Weight 4a to FT=20%F,119.E LUMBER BRACING TOP CHORD 2x4 SP No.2aat) TOPCHORD Structural wood shewfirg alrectlyappliAl or Or"oc Damns, BOT CHORD 20 SP No.2lflat) except end calf WEBS 2x4 SP No3Qlat) BOTCHORD Rigid calling dredty applied or 10-0-0oc bracing. REACTIONS. assize) 117133/65-0,8333/62-12 FORCES, aca-Max.CompMax Ten -All forces250(lb)crises except wren shown. TOP CHORD 1-11=-42800,5�-43000,1-2=-37000,2-Y--MM,3-0=40700,4-5—37500 BOT CHORD 910-0 0],8-9=00)(3],]-3x1885 WEBS 5-]=W480,1-10=014]3,4-]=-03110,2-10=459/0 NOTES 1)Unbalanced floor live As he.seen considered for the design. 2)All plates are 3M W20 unless otharyns iM'Icet d. 3)Pmv de mechanical cownt on(by omem)of true to bearing plate at hands)8. 4)Recommend 2x8 slrongbaces,on edge,spaced at t0 0�0 cc wal fastened to exh tars with 3-100(0.131'X 3')malls. Stmngsacks to be Anted to walla at their outer soda or restrained by other means. AALW11RNwa-w,,r,' enpmemn=rsx Ra DNOIE3PY1 AB NCLVe®MIERREIENN PAGEMF1473ray.160L ISSETREVSE IMisrygo Mkt In ma-11calmMlles-9 eaww1"' Ra I lo tlaYrW r W�omee n unn Sam MINiYal dAdlg om(xetnl.ror seas m4'm.ber«—e✓IJo',` eylner,,,u9�wc vMNn,e,4pMMYIN oltl��P"Iaeele,eutl We�YMMxaole Rla Nmlm MO Rl d cnc,HunMiTek. 101 a norutlPOVellybarwyt rp¢tlpb�rcerq'Nap1p kMkMdLilaa3a.d�vary mxcMnm3 d¢Yq of lnn�sudllrm SyzMn;WNJIL/PII iKr�y Qaxq Wa XaM KfI Wrp ConlpwrxNee,Fe Eesr BN4 aeM lMwmdolr axldae M1xn lnspa6lrcllMa.R1a N.Lee$RmL5Jb31R.Ne„aRAh VTZY314. a,rya.FL 1.11 Job True T.Typo Ory Ply no42as09 12129TOA Fts Roor Grtlar f t BUWI1g CgnpOnMl SIggY. JMkwmllk,Fl9'1266 B.Omsagr202018MITeklMlyne;bc. Monmi,1311:08:202017 Pagel IDV7WNhPWc?NB L?Mx F&iaf4YMoxb01(mBftO NBWdlM mmDIykE4JWbY&Em 618 H as f-212 H ptb ~SwM•1:15x Msi 1 w 11 1 2 14 3 4 5 1213 6 1.6@ 10 9 8 T tses II 1dL 88.12 &2-02 1-0-0 52-12 18U Plate OIIaNa IXY)- 120-1E Etloal I '0- S Ed I I& Edoel LOADING (psi) SPACING 2-6o CSI. L EFL In (a:) Wed LM PLATES am TOLL 40.0 Plate Grlp DOL 1.Oo TO 049er(LL) -0.04 TA x999 360 M(20 244/190 TCDL 100 Lumbar DOL 1.00 SC 0.54 en(IL) -0.OB TA s999 2400.0 Rep Stress Ina NO WB 0.28oD(iL) 0.01 6 We We BCDL SO Code FBC2o14?P120W Metdx-S vart'i 48 in FT=2011 1%E LUMBER- BRACM01- TOPCHORD 2x4 SP Na2gag TOP CHORD Shudurel Wood sheathing drectlyapplled or 60-0 ocprim, BOTCHORD 20 SP No.2gat) excepted venicets. WEBS 20 SP Ni BOTCHORD Phil celllnd dimay applled or l0-0-0¢bracing, REACTIONS. (IWslze) tt=508165-0.6�90Po-2-12 FORCES. (Ib)-Max.COMP./Mas Ten.-Alliorcea250(Ib)orlessexceptvienshown. TOPCHORD 1-11=-09)b,5E=-0B9I0,1-T-45JN,2-3=-891N,3-0=-891N,4-5=1437 BOTCHORD &10-A18B1.84-0/891,)-8�/oW WEBS S]-1568,1-10.0/588,4-]=-60 ,2-1 =-5906.4-8=W277 NOTES- 1)Unbalanced floor live loads have been eonsvlered for ods design. 2)All pates are 3x4 MT20 unless dherviss indicated. 3)Provide mechanical connection(by others)of truss to hewing plate at lob2(s)e. 4)Recommend 2x13 shongbacks,on edge,spread at 10.60 oe and fastened to each Wss Wth 310d(0.131X 8)nils. Sirongbacks to be doomed to walls at their Outer ands or rutramid by other meso. 5)Use USP MSH422(With toil nails Into Girder 8104 nels Into Times)Or equivalent at 3-0-12 Van the lag and to connect true(.)to front tam of top chord. 6)Fill all net rates Wliem forger Is In contact calif lumber. T)In the LOAD CASE(S)section,loads appiled to the fees of the truss ere noted as front(F)or back(B). LOAD CASEIS) Standard 1)Dead+Floor Live(balanced):Lumber Increase=l.oQ Plate Inereaee=1.00 Udrolm Loads(off) Ver:6-11-10,1-5=-100 Commentated Loads(Ib) Van:1<--131(F) Q kC�nWgIoaR Ie4MnI4lMlremb.Il2TWpgOePveeYnJl.rel mMoiel<vleei•JlNnnonmcksWvNywMko ' _ oisi .alMhqAa�Neptlk MyaLiWIY.lYryupµoflmprleryeYtllgEmalppleuElfeoErtnM9ewlMmCaEgaYagMgqfka1ilanerfdm4Y)MeInMarh.LMfMaAq'a:AIe WIM/kb1aCPFpefYWc�_aEbepUWSaEarl e 1o.vroeltd wlil4�.u�wlllalkmYle! �V�YWPRa1Y6angW. fYp�ud�PIce IAN�V �nidatg M k' I nttn akx<ga..iMNery.eleclbnuq M¢Fy of lrtlses a'u]Lun�IxNxni aaMHy/IgI GUWyCII1xb.WadbuW aCfI WIYJ1p Conlpollxll T'.K xes'. SUIMY MlanpXm uan11�1Ye Omm I�floW WtlMe.'IIH N.Iaa Saet1 Slle]I1.NeuaWh VP 22J11. Tnip.FL aa810 Job Truss Thai Type Oly Ply 12120TOA F10 Flo1 1 710424010 Floor BVII41rg DNIlpOnsnl Btpply, JackaFI0.010s els 22 l IMo ,Ind. shom i61311:0 :2101] PP ID:p75tlNhPCRNnLAwFBiaf44YMMokLOy91l2OyWLY440EYDVOI B1Y21Zxy 611, 3ers H 1d0 2�.61G� A.O�A As II 4 suN-ces e 1.sa IT I- 3's= _ ] 6 1-1-8 38-0 1-1-8 FI0 Plate Onsets(XYI-- IS:Etlee Ot-e1180.1S Edael I]'0.18Etlee1 LOAOINO(pa) SPACING- 2-G0 M. �Horz(TL) O.M (Ioc) Weft W PLATES GRIP TOLL 40.0 Plate Gdp DOL t.00 TC 0.12 8 x999 380 NIT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TIL) SB x988 240 BCLL 0.0 Rep Shess Incr YES W B 0.1X1 5 we we SCOL 5.0 Code FBC201,VTPI200] Matrix-S Weight 2511, FT-20.1.111E LUMBER, BRACING- TOPCHORD 2x4SPNo.2(fli TOPCHORD SWcturelwcodshmthingdlmdyeppliWor38Oocp dim, SOT CHORD 2x4 SP N..2(flet) except alM verticals. WEBS 20 SP Nc3(Ilat) BOTCHORD Rigid calling directly applietl or t 0-0-0 co prating. REACTIONS. gWslza) 8=1]310-5-0,5=1]9110echioidal FORCES. (Ib)-Max.ComplMarc Ten.-ATI tames 250(Ib)or less except Men shovm. NOTES tI Unbalanced Boor live loads have been considered for this design. 2)Refer to girder(!)for truss to truss connections. 3)Recommend 2x8 shongbacks,on edge,spaced at IM.0 oc and fastened to aeon truss Alh 3-1 Od(0.131X T)rale. SVongbacke to be allaMed to coals at their outer ends Or ashamed by other means. 4)CAUTION,Do not erect truss backwartls. Q WA.-xeXyee e-soet mi..do.ON]M6INe WCLVOEO MITER eEFEII<N[E PAGE Pal m.ra AISeEFOPEVSE CeYT A101a we diYaIT MIHMtmnretlwx lh'¢deskp kln.=rtl aYY UIK+�w+ametwvIDrnm.ontl htam MhMAM dtlkxty cmpaxtni,rot sYalem.Pape us.tt¢d4Mp JrfNrcv mutna.me�ywFtl4.'NOI�eVn hosormomlIAoSNNNEuwdid X@�nst Rao l �11rINUetl¢I.eafpxvJcaledafowavenl lvcMWp ofhVH4y lIU6wepugla alwdmett�ISMr.o6iMxAf latpuwy WJ rArlgplllda*q M e sw.er.tavAadp saAlNNadmwwun wluawmltaa.+anal+at.�l h)Ay�n wm>edvmoaw. rm9MMta Weor Ia9mo-elre IdvEalA eot�.dMNary arttMm]hxkpant®'�satllllmmlemi vaa,WSy1P11QWIy CMeq,mLe9oq K91logre COltppxll avw VeRe.0NE. sa.M slfel.Iaxea wtllRAe nom Iv ae lewrzla.zta N.laaslreal.snaalz aa.mra vAznla. r.ItP..a aaelo Job TIThais Type OlY PN 710424611 1212ToperTDA F17 Floor GottenI 1 Job P,Nelelwe Loom) BuiMitg Component Supply, JeckwtWIN,FI 32256 e.OfOSAll 20FB1afiTeklnducbieslW Mon 4tg6all:Og?DYOI Past ID:p]SdNDPWc?NSesL?D AW2FBzie10.0YMMokLOyM120yN4LY41g5?ed50M1E?DV0104TbZry 4 1 05U t3A 1 yig- 21y311 315G 4 MSHaxz sero=f e.4 1 I el aN= B ] a 3. It w 11 3]d 3]a Plate OMMIs D(T)-- I8:0-1-8Edle I-a Etlgel IVEde lbl LOADING(psi) SPACING- 2-60 CSI. DER. In (lot) ads" Vd PLATES GRIP TO 40.0 Plate Grip DOL 1.00 TC 0.1] Ved(LL) -0.00 59 agBS 380 MT20 2H/180 TOOL 10.0 Llmoar DOL 1.00 BC 0.14 Ved(TL) -0.01 s0 >M 240 BOLL 0.0 Rep Stress into NO WB 0.12 Hrs(TL) OAD 5 We we BCDL 5.0 Code FBC2014RPI2007 Metal Weight:25 to FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4SPNc2(hat) TOPCHORD Stinspulal wood sheathing directly applied or s,7-8 oc purins, BOTCHORD 2x4SPNa2)Ilat) e¢ept and verllcels. WEBS 2x4 SP No.3(Ilal) BOTCHORD Rigid calling directly applied or 1000 oc orating. REACTIONS. (Ib/slze) &=219/MecM1enicel,5=231IMeMaMcel FORCES. (Ib)-Mex.Comp/Mex.Ten.-AII fomes 250 0b)w less except w4en shown. NOTES 1)Unbalanced floor live loads have been composed for this realign. 2)Refer to g6dsRs)for truss to puss wnnaclions. 3)Recommend 2x8 stmngbacks,on edge,spaced at 1 C oc and fastened to each Was WIT,31Oil M.131"XX)nails, Strollgbecks to be anached to walls at their outer soda or restrained by other means. 4)Use USP MSM22(With IW valla into reopen&tad halls Into Tluss)or equivalent 91-B-0from the left end M correct final to back face 0 top Mord. 5)Fill all nail holes Where hanger is In confect Wth lumber. B)M the LOAD CASE(5)section,twos applied to Me face of the times are tweed as from(F)or back(B). LOAD CASES) Standard 1)Dead a Floor Lore(balanced):number Increase=1.00,Plate Increase=1.00 Un0olm Loans(pIf) vert 5-8=48,1-4=-1110 Com antrmed Loans(ID) Ven:3=-]e(B) Q wggXMq-YWIyJs'enpvxmres cN gE4n N01ES QT TMBANe NLLWNY1ER q[F6iggCE P4OE4611Am.laeYA1F/EFOPEVSE IY'WT vtlgln�ae pYY VAIM1 MnMRconrectors.Rh Jetaos .worn—fort . 'anslklx—rive WMYg canpv�ent rop In�mwn.wlue ue.11w MYIJy eN511ttv m.M vnMy IMgpk:MllNoldeYnn ruanebrsaW pape.NYLx'aWnle n,6tlsyjnlnlo Xnovwdl er la a npL�Rrnanrol.e ,Iw�Lwomm�tawranweoaa/orol..ameml>aawY.N y�wawl mpwmao-Ls MRek' .I�IYmalowetcollwew,+Ina�Iet�ea�+�I L,pYveam«m m.�a. a.paPaddmwe rep�aaplre kdkolbn.[Iaaaa.631Yay.aaMaWbol N4w�aq wn Mle 1IZ M.W/PII vA W IM�MI0.pM 88mq 8CRWMpCanpwxm 6Navnb.sen BM. etlM'aMmdon T'MYIe M1an In6 RMe MOPOe,p. .1.eJE 312 Nevu[A1¢Vq Zp l4. Te�ryB.FL ]3810 Job Tike T.-Type Ory Pty 0424612 12120TOA FIB Floor Girder 1 1 Jab Reference lNewat, BWMinp CampoltMSupply, JeQsomle,Fl 32256 80 26INwwS rcMm F :0022201] Page1 ID:p]SNhPc?NSL?bAwFnaWuwMli3rtYXtl2JPfe-FlMptrNnmc?tZsx H 44- O3.0 z y0v I 11 14-0 Ljad II 12 13 4 a1A N51N22 MSM422 M5e12S I—I Sodi9.4 9 10 N3 iad1 L 11 4 tt= art= e ] 6 3M= ed= 44-0 0 Plate OOsets(Xyl- ItEdce 0.1-8114 b18 Edpel fe:bt-B.Edosl f/:bta Etloel LOADING (p51) SPACING- 2-b0 Ga. DEFL In (bc) tkell Lb PLATES GRIP TCU- 40.0 Plate Chip DOL 1.00 TC 0.84 Vega) -0.02 6 x989 3E0 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BG 0.39 Vert(TIL) -0.02 0 >998 240 Sit 0.0 Rep Stress lncr NO WE OA3 HOrz(TL) 0.00 5 em Na BCDL &a Code FB02014JP1200] Meldx-S Weigh[27In FT=20%F,it%E LUMBER) BRACING- TOPCHORD 2x4SPNe1(6M) TOPOHORD SimdurWw sheathingdredlyapplledor44-OmWdins, BOTCHORD 2x4 Ste No.2(Ilat) except end vedlwls. WEBS 2x4 SP No.3(ilat) BOTCHORO Rigid calling directly applied or I oe,owing. REACTIONS. (IGses) 8=611X-50,5=102]/0-]4 Mas G.8=611(LC 1),5=1030(LG 3) FORCES. (Ib)-Max.Comp./V me Ten.-AII tortes 250(Ib)d less except Men shown. TOPCHORD t-0=a16b,45-1009X,b2=1&0,28=-]i8Po,34=-]1610 BOTCHORD 64=0/16 WEBS 46 /884,1-]=0/911,2-]=549X,3b=610.x0 Il 1)Unbalanced Iioorlive loads have been considered for Its design. 2)Recommend 2x6 strongbades,on edge,spaced at 10 b0 oc and neatened to each Huss wen 3-10d(0.131'XT)nals. Sbongbacks to be atladled to walls at their bull ends or resbamed by other meads. 3)Use USP MSH422(With 10il nails Into Girder&led nails Into Truss)or egalvelent spaced at 2-0-0 me mine starling at 1-118 from Me lett and to 3118 to connect trusses)to front lace of top chord. 4)Use USP MSH422(With 1Oil nails Into Girder&led nails Into Timers)or equlvalent at 3-7-12 from the le0 and to conned hlespie)to beck face of top chat. 5)FIII all nail head sheen hanger is in contact Wth lumber. 6)In Ole LOAD CASE(S)section,loads applled to the lace of the more are noted as front(F)or back(0). LOAD CASES) Standard 1)Dead♦Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 UNbnn Loath(pit) Vett:58=-10,1 d=-100 Concentrated Loads 0b) Ved:11=-W](F)12=-132(B)13-535(F) AWIPMMG-VMry CNprpvmiMaesMeFIpX01Ee Qy.ANeN0..YIExaEfEP1aCEIMiE,V)4Am.14W21M9aW . WYPrMIdM1 , iN,V4li Mlew cure ..deer l[.-1,V rour—len..1.lw on IMh%Mgltlid�g mlµdent.rot a�Nd—telae�.IM lumid N rr m.veil N."eir ssy o1despx nisn...prime,"MrtN mn ntGeY>t�xitolMwentl WJgr�y�.Hactg4dtaledalo prevent LucMg of YrSu4A]Lu6webad/acl'udmemkaiaYY.fW]dM lemµW mdFemo¢nlpxYp tdwaMm4tadkrdf`N o rson ni rnbdwlth W.9eµ,do-ry WpcCenYdm . PAoula �eP491M Idxbulbn Yaape,delNay.erscAmadd¢had6u¢xdgl�iylwni reeVlA/IYIICWryCAwb,OIBJVmI MffiIWMen9Cmpwxnl P.E.BMtl. SaMFMamlv�mW W M1dn Inm 4WE MXOe,RIe N.lee Seeel.5dRJ12 Nemgb VTRYl14. Terrye.Fl 3ffi10 Job Trim Tress Typo O1y Ply - -- - 710/29013 1212BTOA FIB GABLE 1 1 Job Re erase(o conal Batching Oompopanl la,", JBcke"Mrse.R32256 8.010¢Apr 202016 MITek lndlarres,ire. Mon Feb 1311:0023201] Paget ID:pT Nh C?NSaeL?MA FBaaf4MxU6DOMITm2THi6mBmbYyFBMT o WOiWFBROZsw Sak�1:18.6 13"4 2 3 4 5 8 7 B 0 10 Ll I 2� 44 l 20 18 10 19 1a 15 14 1312 it 1.4= 3.= W= 3x4 11 1$12 2-10.12 4242 5612 61612 8012 P&12 2 1136 1412 1-48 1d0 1d-0 1-40 1d0 bad 2- 1$1R Plate Offsets(LYF- 112:01-8.Edge1119:O1-8ENQ LOMM dust) SPACING 2-09 C81. DER- in (I.) Well LW PLATES GRIP TCLL 40.0 Rate Grip DOL 1.00 TC 0.10 VertdLL) rJe - Na 899 MT20 244H80 TCDL 10.0 Lumber DOL 1.00 f3C 0.01 Vart1T-) Ne - Na 999 BCLL 0.0 Rep Stress Ina YES WS 0.04 H0a(TL) -0.00 11 Na Na RODL SO Code FBC2014?PIZ007 wwxS WaigM 5711, FT=20%F,11%E LMBER- BRACNG TOPCHORD 914 SP N0.2(gal) TOPCHORD S(mdunl wvcof sheathing directly applied or 1000 co yud9s, BOT CHORD 914 SP No2(8at) exapterldvadlcais. WEBS 2x4 SP No.3plat) BOT CHORD Rigid ceiling directly applied or 60-0 oc bracing, Except: OTHERS 2x4 SP No.9(fiat) 10 O0 oc bracing:18 2,11-12. REACTIONS. All bearings 113-8. (IR- 10MG. All reactions 25016 or less at loint(s)20.11.19,12,10,17,18,15,14,13 FORCES. (lb)-Max Comp.Mlax.Ten. Allfomes250(11)or TessexceptvTenshovn. r NOTES 1)All plates era 1.83 MT20 unless oth.mese mcladed. 2)Gabe Mew.comirs.began chord bearing. 3)Truss to be July sheathed from one Ince or securely breast against lateral movement Q.e.diagonal vele). 4)Gabe studs spaced at 140 00. 5)Recommend 2116 strongbacks,on edge,spaced at 10-0.0 oc am fast rmet to each Imes Win 3104(0.131 X 3)hells. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do hot shat Incas backwards. QwIWMs- ONenpsesnnbn aMPEIOM damailNONCLVOLO.WENe3GM'BEPAOEa/14) -M essan'sam"EV# �%JI v�p Iw�m wYYwIP MIIokRwnme.Ywn RAte9pn a bia]aYYrpxl ppanalee•Jgw.�'Alam WIWAkx WMLre cwnysrml.mr Omeynam.Belwa me.IM diMrGA teSprennlel vwlN Mk WVR:a111M olt6ojrygmlelgim]pryiplYRMhAGIEllollaovwdl waren n:®a<n"ai"'kp�a°�'rlvani l,., a ` 'oarw° lie'enln«ne MiTeK sa kI slwn[w.Cellvwy.wslbn mid 3p or lmmiwtllnmryilemt r>±6VlY/IVII cat CMxlo,OeVd9atl CA Wklne CerrynrM 6BbP HL EMBNE. blHylMwmoXon�rd.,[im Rwnl�Roln RwllNIe,ZIBN Lan AI�1.SIle J12 AHxmSki VPYt314. Te�Ipa LL 09510 i JM T1as TIusSType Ory %y 0 2311 121MOA F2U Fbw 2 1 JW R6 Mi rea Ironal Bfitlry ComrymM 3ygM, Jeclaomik.Fl32253 8.0103 After 20 f4 MxU6klntlaezTH6 M Feb1311:11k.23 FSRz e1 IO:p]5tlN11P Wc?NSUL'tMW3FBziel4MxU80OMRmzTN9mBmbYyFBHTOiA90 WRNFBPZIbw 0-14 H 30 6&B Owes.1:18.6 1.= ass= 1 2 3 4 B 8 6 q 9 1\,//1 7,\7 13 12 11 10 B 8 ] tbv3 II 15U' II 18-0 421-0 ]a9 &PB L 1b.o 21 4. "a z-Bo 1E0 Plate ONselslXyl— MG-14I.ECael14:0-1-B.Edual LOADING(pall SPACING 200 CSI. DEFL In (roc) IMell tM PIATES GRIP TCLL 420.0 Plate Grip DOL 1.00 TO 0.40 Ved(LL) -0.M 11 >999 330 wo 2"IW TCDL 10.0 Wmber DOL I.OD BC 0.44 Ved(TL) 0.07 11 >999 260 BCLL 0.0Rep Stress Inc, YES WB 0.38 Horn TL) 0.02 7 We ,Ire BCDL 5.0 Code FBC2014R1`I2007 Metrix-S Weight 62 In FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4SPNo.2(Ilal) TOP CHORD StrucMret wand amaMng dime"applied 3800 oc purlins, BOTCHORD 2x4 SP 1,10.2flah except and variants. WEBS 2x4 SP No.3(Ilal) BOTCHORD Rlgid wiling directly Sopped or 10-0-0 oc bracing. REACTIONS. Qh2¢al 14 01/0.5.8,7=80711,6schanicel FORCES. (Ib)-Max.COmp.AAax.Ten. All forces 250(Ib)orless except wfien shown. TOPCHORD 1-14=-5WA],a-]=-80&0,1-2=569N,2-3=923910,34=942WI0,45=-1260/0,5@-567N BOTCHORD 1 2-13=41 05 9,11-12=41406,to11=dt404,atD�/t4o4,Ba=dIDBt WEBS 8E=4755,1-13=0/]31,SB=be]N,2-13=E82N,5-9=0F288,2-12=4288,9-9=-288N,3-12—28fl10 NOTES- 1)Unbalanced floor live loads have been considered lot INS design. 2)All plates ate 3x4 MT20 unless otherwise indicated. 3)Refer to formals)for truss to truss carroaclions. 4)Recommend 2x6 stroW cks,on etlge,spaced at 10.(S0 oc and fastened to each toss with 3 1(0.131 X 3)naris. Slmngbnoks to be attached to walls at their cuter ends or restrained by other means. 5)CAUTION,Do not Sol trues backwaNs. AWAXNMa YxllyWlMnpvmt EE YNOYIEx PEFEAANCEYA4EMR 4TJ usePwklax—MW pa—whemeiMn A3' J mla µ kl u tlhf MINI IWlrxrq Pn AI Jasom., WIXMJYeI'aletlhl p IVxkYrp 11..lmswweli 11 -M - cu - far 1 W BLMB. N 11n9 MiTek etlwvlsfepled M,hiMllyabl P�'M IVaegAe L� 91ry ✓l popeM Mtup W(Wnad g�4IX WmMmmdYtAa Pwnl FUbYeItMe,2lBN lee Slfeel,eJ1e 31R Nemidl¢VRYIJI< _ _- - 'w'. , e r fins tell w'. 1t ivr Job T. TII®Type OfY PN 0 4616 12129TOA F21 Flow r6 1 Job Reference Legal 8u11d16 C011pOnenl Supply, Jwlwdmlle,Fl32256 8.010sApbA0Fziafeq llURmNH Ice. "Feb1311:WaUEMFPege1 ID:p]SdNxPWctNSesL?bAw2FBziei0.q]tURmNHE45kvRMT6nVS)BCgWOX9EMFdN12sv o-ta H i 140 0.11.8 5.rle'-q1�e tt196 w= 15tl= 1 2 4 5 B i5 18 0 4 13 12 11 10 9 e 1.6. I. t5q II l 180 400 748 10.z9 n48 180 z80 0.88 zB0 180 Plate Off,dAa XYI-- 13:at4.Etl0e1.14:o-1E.Edpel.resat A.Edcel LOADING(pelt SPACRIG- 2-0.0 CSI. DEFL. In god) act UC--rPlATE6 GRIP TCU 40.0 Plate Otlp DOL 1.00 TO 0.40 Verl(LL) -0.05 11 >M 350 MT20 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 VedQL) -0.081011 >999 240 BOLL 0.0 Rep S[reseklcr YES WB 11.38 Horz(TL) O.W ] Na we BCDL SO Cotle FBC2014 PYd00] Makix-S Weight 63Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 284SPNa2(flat) TOPCHORD Snatral wood sheetlYng directly applied or 6&00 oc potline, BOT CHORD 914 SP No.2(flalt eueptendveri WEBS 914 SP No.3dal) BOT CHORD Rigid calling directly applied or 1000 no bracing. REACTIONS. (IbNiz6) 1L-624A,5E,]-624N-5-0 FORCES. (Ib) Max Comp.Mlak.Ten.-All fomes 250(Ib)or less except%%.,,hoose. TOP CHORD 1-141910,fi-0=619N,1-2 595/0,2-3=-131&0,34=4 SOtb,45=-1312Po,5£-595Po BOTCHORD 12-135/11 W,11-12=W15o1,1041=N1501,atO5A501,&B=N1109 WEBS 88SnIS,143=M85,66=-]t Yb,2-13=415rb,5-9=4300,2-12=0I3DD,4-!F--335ID,3-12=-335r0 NOTES 1)Unbalanced floor live loads neve been considered for INs design. 2)All plates are 3x4 W20 unless otherwise indicated. 3)Rewmmend 2x6 strongbacks,on edge,spaced at 10 00 oc and fastened to each[ruse MM 3-1 od(0.131X 3')hells. Strongbacks to be attached to walls of their outer ends or restrained by other miens. Qw4axmm.-vxay eelsanvmnlm mw nuocesed"s eawz2 use �• IMrcOnvtltllw umanY �MINMf mnndus RX tlaNlpk I...,��Wmwlen Ynlm.agklpmh]IutlM dMNgwmpwml.. aeuaby[Ialn.eslore—IM blIJlnldaawel mwt var,lo,,,gv llH ol�nrvanet—ml ggxnYMM�aN thi ibtott¢c-rol trulcioncsolonwere "m"tea w '" "gym rµ � to�� MRek' ae�x,nwL nalaol..nm-«v.w«on�mwa eaten olm�am mwayat«m..»lrlsumh wouy cn.xy waasem acawugco111Po1wu ®w v.n.F.e aha. away InMnwlon waa,leeom Mas Role lmnnae z1s x.l�sn�l.slue 31 z,aeaaana vAZY]10.. r.1ms.a amlo Job Trusts Truss Type Oty Pty 002 816 12118TOF F22 Flow 5 1 M PMwam000nall BUMI1p COmporenl5upply, judear llq A322% II.Ot0c Ap 202016 M'T.IndUao-i�,IFC. Mm Feb 1311:0025201] Pagel ID:p7WNhPWC2NS L2bAw2FBnaf"bse6ORNOBW?G 18019 CMEJpd_khMMONGZsu 01d H 6i 612 tAp 1-N2 q1�8 6cae'=118.6 6MUel G= 1.I = II 1.=1 2 � 4 9 4 6 8 ] �] 19 p l 6 15 13 12 11 10 B 1sq 31B= 0&12 P12312 788IDYd 11A0 oo-lz 0.te tad sst2 zd.o lap Plata Mae.04YF 15:01d EGmI D:0-1-e Ed0el ItYOlf)Edge) LOADING pan SPACING- 2-00 CSI. DEAL In Qac) Ikkll IM PIATES GRIP TCU_ 00.0 Rate Grp DOL 1.00 TC 050 Van(mLL) -0.071011 >999 380 M]20 244/190 TCDL MID Lumber DOL 1.00 BC 0)5 Ved1.`) -0.101011 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 H0O(TL) 001 8 Na me BCDL 5.0 Code FBC201MPI200] Mmdx-S Weight:651, FT=20%F,11%E LUMBER- BRAMW TOPCHORD 2x4 SP No.2Qlat) TOPCHORD Structural wood sheathing dlrec8yapplled of ce pudlna, BOT CHORD 2x4 SP No.2(Bet) except end VeNcals. WEBS 2x4 SP Nd3(f1M) BOT CHORD Rigid telling directly applied or 1O0-0 oc bracing, Except: 60-0 oc bmiti 8:1314. REACTIONS. (INsize) 8=MSX 4-8,14�931IO38 Max Gray 8=58)(LC 4),14531(LC 1) FORCES. (Ib)-Max.Comp.Mlax Ten.-All mices250(Ig orleas except man shown. TOPCHORD ]A=561rD,2-3=d4&2,30=-1202Po,45=-1202/0.5b=-113010,6-]=531N BOTCHORD 12-13=091d,11-12=W1202,1411=W1202,9-10=0.x994 WEBS 2-14-6911-14=30410,]-9-01683,2-13=018]4,6-a-60Nq 393=6800. 3-12512 NOTES 1)Unbalanced floor Ilve loads have been considered for INS design. 2)At plates are 3M W20 unless omeha se Indicated. 3)toad easels)1,2,3,4,5,6,7,8,9.10 bashave been medgied.Building designer maid review lrem,to early that Oey are conect for the intended use of"a truss. 4)Recommend 2x6 sirengleacks,on edge.spaced at 10-0-0 oc and boreal to each muss with 3-IW(0.131-X 3.)Falls. Stmngbacks to De attached 10 walls W their Outer ends or restrained by other means. 5)CAUTION,Do hot Rett true.backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loetls Vf) Vert:615-1Q,1-]=-100 Concentrated Loads(Ib) Vert 1=243 2)Dead Lumber Incresse=1.00,Plate Increase=100 Unamm Leads(pit) Vert:8-15-10,1-]=-100 ConceMmtetl Loads(Ib) Vert:1-203 3)1st 0oi Flow Live(uNeadia ):Lumber Increase=100,Plate Increase=l 00 Uniform Loads(pit) Ven:8-15=-1Q 1-2=-100,2-]-20 Cwwentradetl Loads(Ib) Vert:1-203 Q wARIINa-Willy tlNp�prxmp�YrC PE1a X01Fa CalMfYIXa MLYO[L4VlEN aEFEN4NCEY4eENN)1)irev.rppytptSaEfOFEVSE �� SRW r Y FMIM Mn.Riv MtlOn k,a4dwYY arm psanelmflmnt av,rl lx kqw[hunYs tvyMlaeeNdfaa.aMSa .oro cepn adalNMlMttHY,..a a'er,rR1tle1 np qqw miN»bWii .areaona.o bn Y ' lu M6voaiTePdk nl11'.00@ . .r4,ot.ux gprb r-1- N M1i"I. tl a.It-#Nu1%I Quou, tair,WaC51WMnomco" lyeyfmaLWo polu NIIi..11xmS11.11V.N1,311 1 1Le 1.1BNtl Job Truss T.Type my ply 12129TOA F22 Floor 5 1 T16 MIG I '01,Ill total Blnbinp CompdwMGupply, Jaraaomslle,FI3 o 9.O1Os Apr20201behlekIrdaahaslm. Mon FBD1311:09:25201T Pe9e2 ID:p7MNOPMc?NG ?bAw2F9rra14JJbseeONNDMW 81MOIgGCMEJpcLkp YMD"G LOAD CASE(5) 3larrall 4)2nd Deaf+Floor L1ve(unbelancetl):Wonder Increase=l.W,Plate Increase-1.00 Unllorm Loads(pll) Van:945=10,1 2=-20.2-7=-1 00 Concentrated Loans(ID) Ven:1-1% 5)3rd unbalances Dead Lumber Increase=1.00,Plate Incneassl.W Unikrm Loads(pint Ven:b-15=-10,1-2=-to0,2-7=-20 Concentrates Loads(ib) Ven:1=243 9)4M unbalances Deed Wmber lOcraase=LW,Plata Increase=1.00 UNlonn Loads(pb) Van:945=-10.1-2=-2Q 2-0=-1 W Concentrated Loads(ID) Van,1-155 J)tel mese Dead+Floor Live(unbalanced):Wmber Increase-1.00,Plate Irlcneaoe=l.W Uniform Loads(pit) Vett:b-15=-10,1-2=-20,2-5-100,5 7-20 Conwinates Loess(An Ven:1-1158 3(2nd cAase Dead+Floor Live(weadanced):Lumber IncraeasT W,Plate Increase=l.W Unllorm Loads(pn) Val 1-2=-IW.2-0=-2q 47=-10o Concentrate]Loads(Ib) Van:1=-243 9)3M chase Dead:Wmber Increasa=l.W,Pale Illcreaae=l.do UniFoml Loads(p1n Vert 615-10,1-2-20,2-5-100,54-20 Concen0aten Loads(lb) Ven:1=-IW 10)4V1 chase Dead Lumber Increase=1.00,Plate Increase=1.00 Unitolm Loans(pit) Van:8-15-10,1-2=-1 W,2-4=-20,47=-100 Concentrated Loads(Ib) Ven,1=-243 Q wIaNMO-Ve Gugnpxrmmwn mENFAO N01E5 of Th5PNa w[L.'astoda E"a."73 .f40.HO16/WKYY. olnmm5151em.P.Iptnl�r Wln MIJ Av'�N„Wrynai,an, ei1(y 1-.-1 molxle'b�Wonnflwwn�uW kla lmhw'x+rt�aaki Ink�6TC '�bine ove�fl dam Axl Jt D bel ..: MoNeMnew mnweDaalu onnammaniuuv. IMb remwwmepemvwM bmlre MI Bks r w n,:l r 1 mxrdlDwanepa�a..i ir.r aWwwnvmame. ro�earaee.A'i��meodNdhw ITWin 1o3 tltlerymnru of In N.-afttaso3 f,saH IVAMCMwlo.paE-09aMCY WYJnpewpon•nl WWPnL3MIO atlMrlMmmpXm onWYia hnn huss Fgle hshluie.]IeN.tee Sheet,SUIle S14.NeMgIb VPII314. - ierryv.FL x3610 Jab Trlea Truae Type 0" Ply 0 2401] 'I12128TOP FG01 'at(finder 1 ?- JOE 16 Mince Indurries Lgfti Buildup Comporen[Supply, Jeckcoreille,F132256 BA1USApr 20201 FB.klnWgFa PX Men Fe F1 1:09N 0 Pagel IDy]5dN11PWc9N5esL9EAw2FBnaY4nWBFeSP%mhtl3B'ler9FepEleBMJTyiflMmbZM 3-79 6810 &1111 I6B0 ' 3TB ' 261 A01 2B-00 � Sul.=1:le. a. II dr10= GW 1 II "S= .2- 1 2 13 14 a 16 4 16 I] 5 le 0 120 B a MO= 3rd II 1.10- em= 11 ] s<4 II 26 II OB-12 39.9 8310 411-11 1699 UB-12 ~ 2e-13 299 29-0 2&13 Plate Ottsela(XY)-- 1203-80-2-0113'0.2-062-8115'0-210-2-0118'Q2-12 P2-0I 110'Q3862-01 LOADING(pat) SPACING- 2-60 ON. DEFL In goal I/dMl Lb PLATES GNP TCU 40.0 Plate Grip DOL 1.00 TO 0.85 VedgLL) -0.14 B >940 300 Mf20 244190 TCDL 10.0 camber DOL 1.00 SO On Ven(FL) -0.29 9 >445 240 BOLL 0.0 ' Rep Stress Inv NO WB 0.87 Hor2(R) ON ] We We BCDL 10.0 Code FBC2014?PI2007 Matrix-MS Wir l 0.07 9 >999 240 Weight 1301E FT=20% L BER- BRACING- TOPCHORD 2%65PNo.1 TOPCHORD Structural wand sheathing diredyapplled od39-Ooclwdirle, BOT CHORD 34SPSS except and veXlcala, WEBS 2%4 SP No8'Except' BOTCHORO Rigid ceiling directly applled or 160-0 oc bra ing, 6 7:2118 SP Not,6Q2-105-9,3 9:2x4 SP NOA REACTIONS. (O/arze) 7=4483/0-5 S.11=3429/0-36 FORCES. gb)-Max Comp ili Ten.-AII traces 250 g1-)w less except whan shown. TOPCHORD i-2=35 ,23=75OOI8.34=-1265&592,49-1285fl/582,5.8=-951]/489, 67=42941]3 BUT CHORD 11-12=0/352,10-11=UD52,9-10-818-9-489/951],]-8=45sbt2 WEBS 2-11=-335]/0,66--07419144,210 56=-3282/188,3-10-254414, 89=-128r354O 3-9=627/5693,4-9-3117292 NOTES, 1)2-ply truss to be connected together with 104(0.131-x3')nails as follows: Top chortle wdmewed as lollows:2W-1 moat 630 m,2x6-2 rows staggered at 0.9-0oc, Bottom chords connected as lollows:2x4-1 moat 0-30x. Webs connected as hollows:2x4-1 row et QB-0 or. 2)All loads are consideretl equally applied to all plies,except if Mad as front IF)or back(B)face In Ila LOAD CASE(S)section,Ply to ply connections lava bean provided to distribute only cams noted as(F)or(B),unless otherwise Indicated. 3)Wind:ASCE 7-10;Vu11=130mph(3-sxOnd gust)Vas0=101 mph;TCDL6.Ofaf;BCDL=5Ops1;82511;B 91;1-24X;eai Cel, II;Ex,B;EncL,GCOl18;MFRS Wredlonal)and 0-G Ex enw(2)0-1-12 to 3-1-12,Inlerior(1)31-121011-6-12 wine;G-G for members and forces A MFRS for deadline shown;Lumber O1 plate grip DOl-i 4)Provide adequate drainage to prevent water pondlrp. 5)TWO Imes has been dealgnatl for a 10.0 Pd bottom MOW INe load noncralwnent win any other INe loads. 6)'This Imes has been designed for a INe load of 20.0psf on the bottom chord in all areas where a rectangle M-0 tall by 2-01 wide will fit between the botlom chard and any other members, 7)Harlgegs)or Other connevon devlcegs)alNl be pmNdad srMldent to support concentrated loads)BO Ib down aria 16 It,up at 2-2-14,SO Ib down and 181,up at 42-14,24220 tlovm aria 541 Ib W at 6 0-12,and 12A Ib down and 285 lb up at 8-412,and 12UIbdownaro28511-upal 10.0-12onopchard. ThedesWVselectlondsudsmnrlxtlondevlce(s)b Xwme mlbilityof others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=l Ott Plate Irlcraase=1.00 Uniform Leads(pit) Ven:16_-224,7-12=20 Concentrated Loads(Ib) Ven:4=242213=6015-W 16=127]18=-1E7i Q wMNNf-V�IH4Manpweoxl�.W aF4aaOR4M iI�4Xa K'LWEOM/IE,C NEfEMNRYPOEx6]llx m.lO0Yl01FIfIOM USE �WNrave o wnhoulandromndre R8 Cm13nelvedoNY4rM�painreiers tlwvm.adbIwm MMQM MMry{[anpvreni.rot E�mg4an B.kreuv.Xi.tWJp LY{aermuNvmXy Me g4icat111yo1 tl.N{m fAm.l.i.ardpertvlYMapvnb ME tleY{xr lnro Xg., Wdlpde4�n.9ulq YM.oleyhrogevmiLuctllpalrvMMid lnBw.DaWacrwltlmBMw aYv./WJ.nxl lanW wam Poam>wmlM¢Yg M k' soca.r.yA.nl.ramlrymelol*...re�aLxR..mna.anl.rernre nl.v and wm.rlvd�.w.. der y�rrera yxwk.r.9�ayne kbkRMin Name.ddNmY,ee.elb.rnl Moyrp orE�.an]I�sa waVIL/IPI1 Va.Cllxb.eXd9W BL51WMnBCompaunl 6%1 It EW. 9y.hxYwmglm aatlAYAe fiwn Bu1Mle MiMhrIe.rate H,l.a SM1UI,Sull.]12 N.mNh VP22311. Tenp..FL 3M10 Jop Truss Truss Type CTy PIY 0924616 12129TOA H111 JazbOpen Oirdx 1 1 Job 16 M,Tro 'anal Buildup CwnponeM Slgpy, Jadmomille.F192268 9.,710 a Apr 20 l?FB M14 n lndusbPXmhUNrL F.b 13 1:0e,26 5M3y] ma 10:p]SdNhpWc9NSesL'1bAw2FBziel9nW9FSSPXmht299rLsueFatpu0eg5MW3yiNMmrizst 190,15 19615 9.A 1R Sub=1:95 2 11 5) d f ae 11 3H- 1-1615 615 Plate Ogaele lXYF- 11:0.Dp.61-],11:0.1-14.66151 LOADING(pso SPACMG 2-00 CSI. III In Qos) Voted7- weight. LATES GRIP TCL) 20.0 Plate Grip DOL 1.25 TC O.01 Ved(LL) -0.00 6 >999E V 20 244]190 TCDL 10.0 Lumber DOL 125 BG D. Vert(TL) -D.00 6 >999 BOLL 0.0 ' Rap Sir.,Inc, NO WB DOD Hwz(R) Dole1 WeBCDL 10.0 Code FB02014/TPI200] Metrix-MS ]It, FT=20% LUMBER- BRACING- TOPCHORD br4SPNo.2 TOPCHORD SWCWrNWoodsheatbingdra yappltedorl-161500pudhm. BOTCHORD 2X4SPNo.2 BOTCHORD Rigid ceill,drecdy applied or 160.0 ce bracing. WEDGE 1-a%:20 SP No.3 REACTIONS. (IWslze) 2=44/Mechanical,3= 41echanlW,1-T 7q 0 Max Hors 1=16fLC 12) Max Uplift 2=-1 2(LC 12),3=2(1_G 12),1=4(LC 12) Max Gram 2="ILC 1),3=32(LO 3),1=76(LC 1) FORCES. Qb)-Max.Comp.IMax.Ten.-All forces 250(let orim emeptwhenshow NOTES- 1)Wide ASCE 7-10;Vult=190mph(3-second gust)Vasil=101mph;TCDL-S.Ofdi BCDL,5.0psl;h-25ft;8=9511;L4411;eaoe-ll[Cal. II;Exp S;Enol,GGpl=0.18;MFRS(directional)add C-C Comer(3)zonsC C for members and forces&MWFRS for reactions shown;Lumber D01-1.W plate grip DOL-1.60 2)This true has been designed for a 10.0 out bottom chord live load nonconcurrenl Nth are,other INe loads. 3)'This huss has been design6d for a Ilene load of 20.Opsl on the bdbm chord In all areas Wfitte a rectangle 3E 0 tall by 2-"wide w s lit betwaen the bohom chord and arty other members. 4)Refer to girder(s)for truss to here camWcgons. 5)Rookie meenanlcal connection(by oMera)of truer,to bearing plate capable of wilfetanding 12111 uplift at IOIM 2.2 111 uplift at joint 3 and 4 He uplift at point 1. �WdnNWeVvex NYpnpvemelxemlNUONOIES PY INS ANa MtLY0E0 M/fEN REFER4NCE GA6E/6111a m,faaa2TSaEWREYeE ne9p�valltl Ia uss only Win MIIWprommrv:brc IM We{ry�elrxf only uyin{sxemwlers.Ywm,aq slam MMbtl dAyp mM�mL ml olnmaMem Pafae uw.lhe WMdq tle4arermuslvxMy IMgyMccfAlNol dNnn rw�anRlwswq ecnalY�M*"dob IN:�LLTInb IM ovatll bdeRe desea. Naclne MAcul eemPa�entl.aarpalmNnw mm.�.�5wwwenwam.Naa:mv.rwrWN+temr>wwv�gc ant aaerR MRek' ttlwgs rw#YW lw iktJllYUglolenvd�lcurriHe V/a5n�+le persw✓JliLrty cod Re�dYMn4"H. fapenual Prduwe�epwaNxw pW Gativ EM 4tl. kFx�albl ilwo'R.d lNwY,aeelbnexN MaW olMmsoM Mm Welwne re�rdllg/PII GWN QxWIR.Ofaa9arg9CP Ngq<aKRwW SdNy Ntunbu�vN1'H Ywn I�fgle IVXMe.'tI9 N.lee Slreel.Sl@314,NemvM¢VAT1316 Terrys,FL 3]610 Job Truss Tmaa Type CRYPy Ry 10624818 12129TOA HJ12 JackCetl Girder 1 1 bb Refererce IOD4oro8 BUNilx Compwnn+Supply, Jacksolrvllle,FlSloppier B.ONSezL?2e20Bmff4 klMlet VTRea rdon UaUF1:OBAWU] P l ID.p]5dN0PWCRNSx1RbAw2Feuai4-FIId3rgB%RTvmJO%OCN8512F29j5zJewJUTHC212as 283 2 B3 2.83 Q9.0 2 1 as= 3 4aB II LL1 138 293 1 +a-t 1928 tan Pbte onsets an- n:o-o-b.b-l-Ti,n LOADING(psi) SPACING- 2-0 CSI. DEFL In (loo) VtWll lith PLATS GRIP TOLL 20.0 Plate Chip DOL t25 T( 0.09 WMILL) -o.oc 4 >999 240 MI20 24U190 TCDL 10.0 Lumber DOL 1.25 80 O W VedQL) -0.01 4 >999 180 BCLL 0.0 ' Rep Stress Ina NO V1. 0.00 1O TLL)) -0.00 2 Na Ne BCDL 10.0 Code FBC2014/TP12007 Mafhx-MB Weight 10 lb 7=2(% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood shcathing directly al or 2-99 oc pudlns. BOTCHORD 20 SP No.2 BOTCHORD Flgld calling directly applied or 1060 oc blaring. WEDGE Left:2x4 SP No 3 REACTIONS. ghlslze) 2=22n4aUadwl,3=-13M1echanlca1,1�0)ro-0-15 Men Horz 1=21(LC 8) Max Uplift 2=-1](LC 8),3=-131 1),1-24(10 8) Mex Grav 2=22(LC 1L 3�8(LC3),1=20](LC R FORCES. (Ib)-Max.Gomp.nAMu Ten. All forces 250(Ib)or lees except Ymen shown. fill 1)Wind:ASCE 710;Voll damn(3-Second gul Vara lof mph;TCDI_5.0i BCDL=SOpaf;h=25ft;8=65ft;L=24X;eaNe-,lft;Cat. Il;Exp B;Encl.,GOp-018;MFRS alfa dlonal)and CC Comil zone;cantilever left exposed;porch len and right paposl C for members and forces 8 MFRS for reactions Mown;Lumber DOL=1.80 plate gulp DOL=1.80 2)The truss has been designed for a 10.0 load bottom chord INe load nonconcunent With any omer IN.loatk. 3)-This imss has been reargued fore INe load of 20.01si on the bottom GwN in or...M.a rectangle 3E-0fell by 2-11 end. Will fit between the bottom chord and any other members. 4)Rather to girder(s)for truss to Wes connections. s)PmMde mechanical connection(by others)of truss to bearing plate records of Withstanding 17 It,uplift mjoint 2,1316 uplift M joint 3 and 24 0 uplift at joint 1. A eca p-peafae gn --asup"aa Ee CNme-NOtl papaDYIfa'afifMNLEFI4f AM]4Anr.140YMI6 BFf0/IE UBE r,AnnV "MendY` hMnsM®cmredoo.IMMYJn hlnrM only olm{zraneNUNwm.wlklwm MAWf✓J Wltlk'p ewrywient.ml oe—Mavn.a1—n-,IM lluYrlgd na mutivMryIbegxx IN ottleY({iIbdmele¢and goFahy I�umrnxala I16 Mn5n Indo IM.owrm wmyaen9n.aan9lmoaledamweYenlwm�mmdram mBweb�apw orlo�a mambaamv. aaamna t�nwav�wnn�n .mire M k' edwop�w#Ika0 kx NcdllYaMlo gaoeot Mlym:wlP{wsYAe rxls.YxY nkaYapgW+eM3wn�e.f,un—nAgukl—egrsdina. IdnEaMl Lw�e.tlelNay.necLa'i aiJ'Ma4g ollnme[aulamry[IemamMHWIB10udIN C41eIW.pekN aq kCSI MWJnpCwnpanxll pa"Pnb EM BNO. SWIy YYamaYm avWtla awn Lw Pole MMtl¢418 N.1ee31nel.Gulp 312 Neywdlh VRYt314. TN,FL 3zrM Job Tru88 Tws TYPe Oft' Pty 0 24820 12129TOA HJ22 Jack-0pen Glldx 2 1 Job P.Nereas Icdarel BNNIrp CampawN Supply, Jsiadrvllle.FI32258 S.OfOSwar 202015 MIndustries,lc. Mon Feb 13 11:0929 ID:p]SNM1PWc?NL? AWFIIi.t4,uH?07GIIBINT_JlyBGRNRWFWDO,ffia 2 83 2 93 Sub.1:104 A. 12 1 9 � 3 4 3m 11 Ria Ria PIe1e O6sed(XVI– 14:0.01.0.1-51 LOADING(par) SPACING 240 CSI. DEFL l in ga) poll UC PLATES GRIP TCU_ 20.0 Plate Gdp DOL 1.25 TO 0.18 Ved(/nU_) -0.00 34 >999 240 I'l 2441190 TCDL 10.0 Lumber DOL 1.25 BC 008 Ved\.`) -0.01 3rd >M 130 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 2 We We BCDL 10.0 Cc& FBC2014TPI2007 matrixMSWelgha 910 FT 2096 LUMBER- BRACING, TOP CHORD 2x9 SP No.2 TOP CHORD Sthduml wad sheaff ng dlredly applied or 2-w3 m cuffs, s, BOT CHORD 2x4 SP No.2 elmept it vericals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling drectly applle0 or 10Q"a bmdng. REACTIONS. (IGsi2e) 0=102X]-0,2=]2/Mectwniral,Y31/Macheniral Max Hen L--22(LC 12) Max Uplift 4=4(!_C 12).2=25(LC 12) Max Grav 4=102(LC 1),2=]2(LC 1),3=49(LC 31 FORCES. (M)-Max.CompJMax Ten.-All forces 250(Ib)orless exceptwbenshown. NOTES- 1)WIM:ASCE]-10;VW=1 Wmph(33econd gu )VeM=101mph;TCDI_5.OW;BCDL�.epef;h=25ft;B=6511;L=24ft:emus=411;Cat. II;Exp B;Encl.,OCM=0.15:MFRS(direction)and CC Comer(3)Rona0-C for members and fomes&NNJFRS for reactions shown;Wmber DOL=1.60 plate grlp DOL=1.W 2)This was hes been designed for a too pef actual tread We load nonarcuroad Mtn airy other IPse wads. 3)'This truss has been designed for alive load of 20Apat on the bosom chord In all areas Miers a rectangle 3rd-0tall by 2-0-0wide will fit Between me oottan chord and at offer members. 4)RBIar to glyder(s)IR than t0 raw connections. 5)PmNde mechanical connedlon(by offers)of truss to bfarltq plate capable of Withstanding 4 to uplift at joint 4 and 25 lb uplgt at joint 2. Q wailfu rwe MGen wslw xe wed Rite NOTES ow 1X15 ANO isahasO.WIEN REFERAHCE PA OE Me]41J m rOON1016 re"ant,,a, v Alam MY✓Ath if.con 1cl yxmiele¢xnown,eff a to mhvJIWu1 tuYdly wmrnreM.ml a Mmsyelem&i4r5uv.IMtMdµ1 dnaaw�rn.. alyIlw"I"IAN o1 aNai ryirxneb,.otc s' cexprxab IMa "s.ft-overt) bpeg M0on.BWq l..hlo Pm'enl l AAgoIYxNFAtl I—.-csa etceOmwnEersaYY.MtlIMNd bmµt6y 0q nail braJq kdworieepletllu Attillywllo Wevenl<dryse Mlnf++�eneen+ed4'#eYadpc{aly Wn�e.Ip gaeatl gYJveta ma Jpx�e aPo4 Psrui BMd, hX kaM1.n Ywa3n.MLxry.eea:IMx�rnlM¢I�g ne ln�hee I assenieeeR.s OWNaxwN.O35'a>aM aCnl auAfiYennWewnl spryly MpnMllM av�AYAe hwn le�Rale lnsXMe.RIe N.lee Shcet Slue 512 PlenwNM VhYIJII. Tenp.FL 3X10 Job T. T.Type Ory Pty T10424621 12129TOA HJ32 Jack-Coned GIMa 2 1 Job 16 MhTce npstria BUIdIp Cwnpolrent Supply, JedtSonVille,F132258 8.010eApr202016MITek lndmbieaIn . Man Fal,l311:0923201] Pa9e1 ID:p]SUNIIPWCPNSeSLPbAW2FBnaI41UMG]DnIl01NT4j-JAjIluD9RDmgOZF9zDOge92sr 293 2 93 $mla=118.B M 12 2 t am II a ex4- a. 2813 Plafe Odnetn(XYH- H:0410.0.1-]1.11:0-1-14.0&151 LOADING(pd) SPACING 2-00CSI. DEFL In floc) Mae IJd PLATES fill TCU- 20.0 Plate Grip DOL 1.25 TO 008 Ved(LL) -0.00 6 >999 240 MT20 24G190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 VW(TL) -0.01 6 >999 180 BCLL 0.0Rep Spew liar NO WB 0.00 HOrz(TL) 000 1 We We El 10.0 Cade FBC2014?PI2007 Moral Waigcb 101b 17=20% LUNi emmd TOPCHORD N4SPNo.2 TOPCHORD Seudurel rood ahnething dainty applied m293 oc poilms. BOTCHORD 21,4 SP No.2 BOT CHORD Rigid ceiling 3redly applied or 10-0-0 on lancing. WEDGE Les:2x4 SP No.3 REACTIONS. gbisize) 2�ec0msddd3=42M1ecftanlw,I-IO107-0 Max Horz 1=23(LC 12) Max Uplift 2=99(LC 12),1=6(LC 12) Mar Gmv 2�(LC 1),3=48(LC 3),1=108(LC 1) FORCES. (Ib)-Max.Comp.Mlax.Ton.-All forces 250(ib)orless exceptatreashova. NOTES 1)WIN:ASCE]-10;Vul-130mph(3-second gmt)Vaso=101mpN TCDL=S.O,r,BCDLS.Opsf;h=25ft;B=45ft;L=24X;eave ft;Cat. II;Em B;End.,GCpi=0.18;MW FRS(diredbnal)and CC Comed3)zone;C C for members and lomes&MW FRS to,reactors dawn;1-mber DOL=1.60 plate grip DOL=1.60 2)TNs truss has been designed for a 10.0 pd bosom Brod!live load Nnconcu0enl Wth any other Inde loads. 3)-This tense has been dedgneE for a live load of 20.0pef on the bodom cram!In all areas M.a rectangle 36-0 fall by 2-0-0do All fit between the carom chord and any other members. 4)Refer to girders)for cuss to Wss connections. 5)PmMds mechanical connecton(by others)of truss to beaang plate capable of withstanding 19 lb upllft of j0ml 2 and 6 l uplift at lolm 1. YWANNrNa'w611ry tleMpn pyemmtwzane aEla NOES qI MapNe NCLYOEOYIEN NEEEFINCEPo6EMb]OTJ m. ,n,I.nnEFe/IE USE �r :xi,' 4m MIxfioh' r to"i-I'.'th LwAMY .coxonnele¢9wwn.antl clw mFAWArd IurJMy rwn�lml.ml ` 1T'Mltl Iw a' alrui[yidseerWOn11:.11L�rN.alrxl de.4a�a murlvMry Megpk:dMllydtleY(xl paaneie¢mtl gvYrtilY bwfrxroxvhhxx gnl¢Xc wadi waro eamar. wa�ru rac�rwnwwe+«�lwmkvdrnlaal¢�Weoaralm uara mer¢I>a¢muv. aeanmalaenamaauem�r,la�me MITOk ' s waP mnAeew.lmmmdlo mavamea.wN..mar, ra ae.rw+anw�lvdlxr�aae.ren 9arwrae�adaka raaQanalre kaaaft' MaA.WI rico Mvpfasi 'rYl1MvesaNlr�MlemE�exWl/R110WMCa1W.9Y¢9 aq kCL MiM9�u¢W¢P¢1 dew Fn11 EenaMa. MNyINIWNMIMw.aamrarat�nlda rimlMa.zlantaasrtaaL ww3lz.aa.aaalavAzzale. T.no.FL 3xlo JOU Tmsa Truss Type Gy Ply 0 248 2 1212aTOA J41 JeckOpen 2 1 Job l M,Trrkmonances(optional) BIYIdIp Component SIgI.Jy. Jackaonvilb,F132256 Solos L?bA0 016MlieSNUT Oi 4e¢. MODFWR1 x:0028201] Papel ID:p]5dIMPWc]N6eaL]bAWtFBzisIa.85MUTRG3yc1d2vX0iyC W RPYrrhZNOOdzZM5t2sy 2-2-1 2-21 Scut-1:10.3 2 StO Fl2 Iy 6 f � 3 ZA= 9a II 2-2-1 2At Plate Officals(%Y) 11 -00O1LI 11.0-1-1101131 LOMNG(pal) SPACING- 200 C51. DEFL. In (los) Well Ud �', PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0AO 6 >999 240 MT20 24VI90 TCDL 10.0 Lumber DOL 125 BC 0.0.5 Vert(TL) -0.00 6 'm 180 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 We om BCDL 10.0 Code FE0201,VTP12007 matrix MS Weight:a lb FT 20% LUMBER- BRACING- TOPCHORD 2x4SPNo2 TOP CHORD SWCWral rood sheathing dbec0yaWlied w 2-2-1 or,pudlns. BOTCHORD 2x4SPNo2 BOT CHORD Rigid ceiling directly applied or 1O0-0 oc bracing. WEDGE Leff 2x4 SP hog REACTIONS. glvslzej 2=52IMechankal,3=3plMschanire1,1�4/O5-e Max Hou 1¢5(LC 12) Max Uplift 2=-18(LC 12),1=-1(LC 12) Max Grey 2=52(-C 1),3o38(LC 3),1=f4(LC 1) FORCE& (lb)-Max Comp.IMex.Ten. All forces 250(Ib)or less except Man shown. NOTES 1)Wind:ASCE]-10;Vult=l3omph(3-second gust)Vasd=l of mph;TCDlr50ps1;BCDL-3Opsl;b=251t;B=45ft;1-2411;eays41t;Cat. II;Exp B;Encl.,GCpi=0.18;MFRS(dlinaguna)and C-C Extedar(2)zons;C-C for members and forces&MFRS for reactions shown;Lumber DOL-1.60 plate find DOli 2)This max has been resignetl for a 10.0 psi bogam chord Ilve load nommrwrrent with any other use loads. 3)'This Wes has been designed for a live load of 20.Opai on the botlom chord in all areas were a rectangle 38-0 tall by 2-0-0arde Will fit between the bottom chard and any other members. 4)Refer t0 glydi for truss t0 truss Wmlaction4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 1811,uplift at joint 2 and 1 Ib up11ft at farm. DssRNMa-VMIytlW4np✓an.—RFAe .o QV IN o— MGLUOEexs R1—.IN 'urA IILLIaAm.lppY101Umr ua�WXi la u.=8 dryer MI1H naskss, aE nhvmbLm.YUJY 1 WomelewsMry nmtlala 11,MNOUI WldpaxlnWmnl.ml a hua iWas W+laxva. IaY,ypa or-sn'm,nl1og m�a PA>I ,— orMµnrramwinst Penn -omnwxa',e we nye ovn' WU`p ONeT aIXI1q YYAwlalhlo Pm'cnI GwNlagol YxNqual„�wW Ttl/w crutlmerNuixoN.PLLJOuxr lemPxarywJµmoment nro Jrg 1 ek e ra'31eO1wwWllya'A to gevanlcdgne I—non rerwrvl nl-a'd Parassai..sax-el re(.to— a aspl PeM1e Eetl Ssd Iexsmsia MiNaryaar:bn wJ lu`Jpor, I18 N Los !.aff31 eeMi,anc II VAW 3CMxb.0Ad9 wq lC]I MYJnpfangarxnr assay YYpmpx:n av%Ae hwn Inas Hale InAMDe.Pla N.lae Skwl.S.Xe 312 PIeYVMb VPII311. lamp,11}1-10 Job Truss Tmee Type OtY Py �12129TOA J42 Jerk-Open 1 1 710424623 Job .a—to retell Bulldllg Component Sul Jackssa le.F132256 8.0195 Apr 202016 pit"lndaries,Ine. Men Feb 13 If 012017 Page1 IMpT5tlNNe'OyclNSed-lbAw2FSzilfHPIWgwrTdm865kDB1yzZLFAkl1(2YEHP7 % Zsp 314 ani 2 Scale=1:11.1 2 462 12 1 Ill 3 3W= � II 3b2 342 PIeR Ottsats(%YI-- (1:000.0.161.11:0.1-12.P531 LOADING dol) Si 27 CSI. DEFL in lied) /cell Ud PLATES GRIP TCU_ 20.0 Plate Grip DOL 125 TC 0.10 Ved(LL) 0.01 36 >999 240 Mi20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.13 Veri -0.01 " >999 180 BCLL 10 ' Rep Stress Incr YES WB 0,00 Horz(R) 0.00 1 We We BCDL 10.0 Code FBC201A P12007 Medow Wought:1116 FT=2M LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Stmchunt wand a0eallung drecry applied or 3-1-2 oc pulling. BOT CHORD 2x4 SP Not BOTCHORD Rigid calling himself,appiietl or 1090 ed lassoing WEDGE Lett:2x4 SP No.3 REACTIONS. (Ibrslze) 2-nNechaniw1,3AWechanlcal,1=121/0540 Max Herz 1=34(LC 12) Max Uplift 2=-26(LC 12),1=4(!_C 12) Max Grey 2=n LC 1),3=55(LC 3),1=121(LC 1) FORCES. gb)-Max,ConnoMmc Tse,-All tortes 250(Ib)orless except Wien shown. NOTES, 1)Wmd:ASCE]-to;Vult=lWmph(3-deosed gust)VasdN%mph;TCDL�.Opef;BCDL=56psf h=25B:8=450;L=241f vers ;Cat, II;EM 8;Erol,GCp1=0.18;MFRS(directional and 0 Couni teal-C for members and forces 8 MFRS for reversed Mom;Lumber DOL=160 Plate glip DOILI,60 2)This truss has been Eeslgned for a 10.0 psi Whom chord live lead noncolwunant will any Other live bads. 3)-TMs truss has been designed fora live lead of 20,0pst on the bottom chord In all areas wne,e a reclumiTs 36 0 be by 0 0 wide will fit between the bottom chortl and any other members. 4)Rafe,to girder(s)for more to(mass connections. 5)Provide mechanical connection(by olhem)of tures to bearing plate capable of withstanding 26th upllh at joint 2 and 411,uplift at pint. Q eve. vxuy4=eenpvmnweremove ffishout Mren OxowILUDE ovum l ' IR4q� r." .—h1cnvin_epplkhaeOaYY� 4 Lmxn,aMR MINK Idxd tli�eyla gel .Me IwMryJ 1[rsF 1 Ne'✓M3Ak 1MINe1 Iesp L 1. ]I % 1Y M tie Ihk ir# 1 Md .II lvYalp�Y�. n YglrvYcol kl (� 1 kM1lg MA kluif eta a'd/. lino ksr wYY�AWIkrvJ lem[way tlF. .oi laxkg MITE k' 6dwuw erymrl IiJImn ea m_ —I ems, Memen ou Eeegv Pe.tipsc xX IW,M1:aIM 1 ap o,opoery.s Ik G d .21 ,. yxlemiux}V1al/1eI1.0 11,, 0.Nd9mO M91 WIgbp Corrp,wnl I Teel AL F-1 lel Seely llYamoXm av4�MeM1wnS Rab[WIMe.21a N.1 Snee151M312 NeRaM1a VPZY314. ianpLfL 3b10 Job Tuan Tues TypeOry Ply no zaaza 12129TOA J43 Jerk-Open 1 1 Job I6NhTce o 4onal Building Comporenl8upply, Jeckeonatllb,F192258 B.ONSrAprWWFBvaf4 MPlhpS2wTd Mon FBkjzZS V8: YdH1 Fatal 10:D]5dNWWc?NSesL?bAe2FBsieNMPIM1pS2gwrTdnwe5k0ekjzZSFANK2YdHi]uNdLp 300 300 Sure VA. 2 6A0 12 8 1 � f 9 AN= ass II 30-0 30U Plata Ofleam DLYI-- 11:080 bt411 lnbt-tt 04-f 31 LOADING(psi SPAClf 2-60 CBI. DER. in R.) gdeh Ud PLATES GRIP TCU 20.0 Plate Gap DOL 1.25 TC 0.10 Ved(LL) 0.01 3ut 'm 240 kLTW 2"IW TCDL 10.0 Lumber DOL 1.25 BC 0.10 Ved(TL) -0.Ot 3 8 >BBB 183 BOLL 0.0Rep Stress lna YES WB 0.00 Ho¢QL) 0.00 1 We We BCDL 10.0 Code FSC20141TP12007 Mall Weight:11 lb FT=20% LWIBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Slmdural dsheaMngdrec1lysppliWor3-OOocpudins. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid celling tiredly applied or 16000o brarij WEDGE Left:20 SP No.3 REACTIONS. (mho2el 2=7SrMechanlcal,3=43IMechanica,1=11&/058 Max Hort 1=35(LC 12) Max Upllh 2=28(LC 12),1=2(LC 12) Max Gm 2=]5(LC 1).3=53(LC 3),1=118(LC 1) FORCES. (lb)-Max.COmp.Md Ten.-Allfor 250(ib)aleasexcept"shorn. NOTES 1)WIW:ASCE 7-10;Vu16130mph(3-aecond gust)Vasd=101mph;TCDL=5.0psi;BCDL=5Apd;R25ft;B=15R;V24ft;eeva=1h;Cat. 11;EV B;Encl.,GCp60.18;MFRS(directal and C-C Ex1a0or(2)2one;G-O for members end tortes&MW FRS for madlons shown;Lumber DOI=1.80 plate grip 1301=1.80 2)The area has bean designed for a 10.0 an bottom chord live mad noneon urnenl dah arty other Ilve loads. 31'This truss hes been designed for a live load of 20.Opsf on the bohom chord in all areas wham a rectangle"-(f tall by 2-0-0wlda MII ht between the bollom chohl and any other members. 4)Refer to glydj for truss to truss connections. 5)provide mechanical connection(by others)of truss to loading plate capade of withstanding 281b uplift at joint 2 and 2 l cloth at joint 1. Q wABNWeVwayWtlprpvmMxesW XAe XP1E8 CX lal4aXalICLIIaEn WEx eEFEMXCE IIafA!]4Ax�.100.YAI6 BEPoNEUSE uvnIP"Id us My mm Ae.wirer.Rh tfe9pl SI�ai.]-1,N�^r Pxeenaners 4nwn Tylnum 1,,1u,,alangoanpwieoL wi .tire MtlpnMda'.Fp r1-1 dueler �nlla tln,c I..llvslNwebmiJV,,x 1,11,1 mLanrs iy M A4xn1 uu It MPlp zw nlw�u..alW:MalMmdto revere L.,nw.�wlm weue HK..xan.ra.nw �lvrel sw.+erd elAu.ee laa�are hw Meap4 F.Rs uweNa.xk.aMMe.tlMrvmv.ertatn axl 1—jenmwi ma I— 11mi CUMy eNxb,b1. lC9 wets Canpwlwi adgyltl ticn evaeUe panl�Aate mmnne.zlnu.lce slat911edIrz.Nam,�fb.Vn2p314. Tn Rr sal Job Truss Tis Type Oty PIy 04 625 12129TOA J44 Jack-0pen 1 1 Job pader.M,T* tloul Bwldirg Component SrgPY. Jac;¢omilk.F192256 9.o?NSAL2A2 Mafk7zMTgbO1K, Mor Feb13t1: pinl Sg] let IO:P]SdNM1PWciNSesL'2Aw2FBtlaIL]h6v8TpUDL(ErgIRMOHxWkzNpinllXxSpRzzllao 326 326 Si 2 4.6 12 b 3 3x4= ala II 328 326 Plate Offsets(%.V)- I1'.0-00,0-1-61,11:0-1-12.0-531 LOADING lost) I SPACING 2-0O d(LLj CSI. DER In (loo) Udall Ud PliATEB GRIP TCLL 20.0 ". Grip DOL 1.25 TC 0.11 Ve -0.01 36s999 240 642024,1119D TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vei -0.01 36 s999 180 BOLL 0.0 ' Rep Stress Into YES INS 0.00 HoO(rQ 0.00 1 We We BCDL 10.0 Code FBC201V P12007 Matfix-MS Asti 110 FT-20% LUMBER, BfL1CING- TOPCHORD 2x4SPNo.2 TOPCHORD S(mMuml wood sheathing dractly applied!or 3-2-6 oc pudfu. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid celllrg direolyappiled or 1040 oc bracm, WEDGE Leib 2x4 SP No.3 REACTONS. (IMim) 2=60/Mechanica1,3=4&Mechanlca1,1=12Y 5-10 Max Hors 1=35(LC 12) Max Uplift 2-2](LG 12),1 4(LC 12) Max Gmv 2=80(LG 1),3=5](LG 3),1=125(LC 1) FORCES. (Ib)-Max.Comp.IMax.Ten.-Allfome 250Ob)orleasexcaptwhenshown. NOTES 1)What:ASCE]-10;Vult=130mph(3-second gut)Veral mph;TCDL=5.0psh BGDL=5.0ps1;h=25h;B�5f1;L=24tt;eave=4fl;Cat. II;Exp B;Encl.,GCpib.16;MFRS(directional end C-C Couni zoni C for members and forms&MWFRS for reactions shorn:Lumber DO(=180 Plate gdp DOL=1 B0 2)This truss tas been designed fora 10.0 past torrent chord live load mono mounent wl0 erry other INe lulls. 3)-This imss has been designed for a live load of 200psf on the bottom chord In of areas"m a rectangle 3E-0 tall by2-00 Woe 'MII fit barman the bottom chord and oral offer members. 4)Labor to glfderls)for truss to truss connectors. 5)provide mechanical oormectlon(by others)of truss to bearing plate capai of Withstanding 27 to uplllt at Io e 2 and 4 to uplift at joint 1. tl NNM McEAD Ne1Eenes AshopeOY'IE X MI Na 1 -IN i i vJY 4 r 1 Le 111 11 Ili _ MiTek ai wasaevon scs eu rung comri f oaPea`lrvl tl Sm�ry lnrarmoXon oa lldNe M1anL�Rale hvplJie.t10ft1ee51rear Llie JIR.N iVAYJ3 - �. urtpa r Job Trlas Truss Type O1V Py nonan 121291IF0A TOt Hall MP Girder 2 1 Jab I 1 ell BufdrO Gomponsnl SlpFty, JackmmllN,F132255 9.OtOCApr202016L11Tid, 6VTIdes,Ina. Mon IUDOFeb f3lf:m:E22B Pap Zin 10:DT5dN11PWc9N.5eaL9MwzFBNe14bPNWeVTIM%5Be41UOeFIp03su3111UnEv4bBDzO9Zm 2-0-0 8-0b S oo a ao Sole:PA ea=t6= NAILED 2ie4 II 6.00 12 n a aw s z 1 612 5 ffit N41LED Seat SPECIAL INDICATES THAT NOT ALL HANGERS alb HAVE BEEN DESIGNED.TYPICAL. zoa eoa Pd ao-o Prete onsets ncn-- [110-1-12.0-1 5j LOADING(Psf) SPACING- 2-00 CSI. OEPL In (la) ViIM PLATES am TELL 20.0 Plate Grip DOL 135 TC 0.28 Vad(LL) -0.10 56 >712 240 W20 2WO Wm TOOL 10.0 mbDOL 1.25 BC 0.82 V9d(TL) 429 58 s288 180 BOLL 0.0 ' Rep Stores Incr NO WB 0.04 Holt(TL) 0.05 1 Na as BGDL 10.0 Cods FBC2014?P12007 Ma1rix-MS ist 23M FT=2M UUMBER- BRACING TOPCHORD 2x4 SP No,2 TOPCHORD SWclulal wood sheathing Uecly applied orSO-0re,purilm, BOTCHORD 2x4 SP No.2 incept and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 10,0-0 old bradng, SLIDER Left 2x4 BE No.31-a0 REACTIONS. (Ib/slxe) 1261Po-5-8,5=24dMeclankel MaxHort 1=24(1-08) Max Uplift 1—24(LC 8),5=49(LE 5) FORCES. (Ib)-Mml.COmp./Mu.Tan.-FII tomes 250(0)or less except when shown. TOPCHORD 1�413Po0 NOTES 1)WIN:ASCE 7-10;Vu11=13omph poecond gust)Vasil=101mph;TC0L=5.Opsl;BCDL=5.Opsp h=25X;6�5iqI--24ft;eevnl 4fb Oat, 11;Es/B;Encl.,OGpl-0.18;MFRS Chu clicrain;Lumber D0l_1.80 pate gdp DOL=T60 2)Protide adequate drainage to prevent water ponding. 3)This bars has been design!lot a 10 0 pat return chord live load nonconwnent MM any other live loads. 4)'T0is more has been designed for In live load of 20.0m1 on Ute dc"om chord In all areas holes,a rectangle 3&c,at by 2-0-0 vide MII fit between the thi chord and any other members. 5)Rater to gindi for truss to them connections. 8)Provide mechanical connection(by others)of Imes to bearing plate capable o1 w8hstanding 24 to uncle at joint 1 and 491b uPIIU at joint S. 7)'NAILED'indicates 3-1 Od(0,14 EV)or 3-12d(0.148X3.25')toe-rafts.For more details refer to MiTek'm ST TOENAIL Delan. 8)Hanger(s)or other connection dewce(s)shall be provideb sunlclant to Supp in conmntrated load(e)45 lid down and 73 he up at 2 0-0 on top chord,and 21 Ib down at 2-2-2 on bottom chord The deaigni elacllon of such connection devlmfs)Is the responsibility a others. 9)In the LOAD CASES)section,loads applied to the face of the truss are noted as Iron)(F)or back(B). LOADCASE(S) Standard 1)Dead a Roof Uve(Maned):Lumber Increase-1.25,Plate Increase=1.25 Uniform Loads(pit) Vert 1-3=E0,34=EQ,S7-20 COncentr&ed Loads(ID) Ver,8=-9E)12-3(F) Q WIIIXMYiVMly4Npn/emwbrWpaatO NPTEB Qy 1WSINa NLLIre£a AYIE.C/1EiE1MNCE/IOEIIFNAm.laet1J16 a6OX aK IMrti{n MM Iw wemN HT MIekW carecMs,aadetl�elxit�YgYY Wqr WmKrers Ywwn.axf 61a m Ia1Ne4N pltl4pcmmFwv.+ILmf hutsyskni.Beige ve,Ire WNApa1¢av,nulwlN ma g4MFxtwlNcltleµln granetemmtl qq�M hurrxxafo ponsod tr meonint MJO'SI rH>bn. B¢lq xbcofetlalogevenrtv�Yqul B,eabi, cusw¢pup/gcMtlmem[enaYY �IFndtemFpaYVura n,— nld¢xp gN�rq sMlimgMto wevenlca[xxe who p�MagmabhFeYandgyalYdue�e.ra pwrcvdelampassa aoopor rubor ma aq.MNmyorecMn am sualmi 11.H, ab rules Mr ImMXSUM10uf1y GI1xM,DEBd9 and lGLWNgCampenW WWPUYe EMBMa. 9delY IrYwmWn nW Wta hqn Ihm NaR xwllMa.Ole N.lee Sheet SJk 312 Ne[a 4W.VRY1314. Tariq.FL 3aN0 Jab Tmas Truss Type042462 Oy Ply - - 12129TOA T02 Half Hip 2 1 wn Rei ( onall Building Componam Supply, JeckwnN119,Fl92266 B.OSwa Aly sL?b2o2Bdaf4 builntluetnee,l IUDIFab Rpl1911;09:3220131) 1 ID.p]SdNSP Wc?N6esL?bAW2FBzieN-0NJ W 6VTIM%5�11U09FIp83rA3IVmEgr4bBD]OLZsn o o 6D o aaa zo-o Si-1:16.6 4r5= 4 S.OD F12 3IM i 2 1 H 6 24 I as II 4-00 sloe Rnq 400 t-toe o1a Plate OXsets MY)- It01-120-1-51 LOMM(pol) SPACING- 240 CSI. DEFL In (las) Vdefl Ud PLATES GRIP TCLL 2D.0 Plate Grp DOL 1.2fi TC 0.34 Van(- 0.11 SB ue35 240 MT20 2M/190 TCDL 10.0 Wmber DOL 1.25 BC 0.88 Ve (FL) -.2S SB >289 180 BOLL 0.0 ' Rep Spas Icor YES WB am Hors(TL) 0.13 4 Na We BCDL 10.0 Code FBC20141TP12 MapsMSW.Ii23 to FT-2M LUMBER, BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood SFreathing directly applied or 64O as purlins. BOT CHORD 914 SP No.2 BOT CHORD Rigid calling direNy applled or 1000 a bracing. WEBS 2x4 SP No.3 SLIDER Left 2R,SP Nora 1aO REACTONS. (Ibiait 1=231X-584=56IMeMmil 1,5=179IM nlcal Max Harz l::Q LC 12) Max Uplift 1=16(LC 12),4_2](LC 8),5=-18(LC 12) FORCES. (Ib)-Max.Comp.rMax Ten.-All fortes 250(lb)or less except when shown. TOPCHORD 1-3=3TN138 NOTES- 1)U1dalance0 mot live loads have been considered for this design. 2)WIM;ASCE 1-10;Vult=130mph(3secondgust)Vasd=101mph;TCOL-=!ipi B(C)"Opsb h=25X;B-ASIC;L=24X;aw"Ift;Cat. 11;Ety B;End.,GCp1=018;MWFRS(011ec11onal)and GC Edina (2)600103Q0,Introl 1)3O0 to 440,EMedm(2)"-0 to 5-1 1-4 zone;C-C for members and fomes 8 MW FRS Ior reacticas shown;Writer DOtr1 W plate grip DOL-1.6) 3)Provide adequate drainage to prevent water poMllg. 4)This truss has been designed for a 10.0 psi bodom MON live load noncorsurrent wM any other live made, 5)'This puss hes been designed for a live load of 20.Opaf on the bollom Mond In all areas where a honangle 39-0 tell by 2-0-0 wide will fit between to bad.chord and aryothar mambere. 6)Rafter to girder(s)for truss to truss cannechons. ])Provide mechanical connacbmi(by ornate)of truss to bearing plate capade of wiNsald'mg 1616 uplift at joint 1,27 Ib uplift at joint 4 and 10 It,uplift at joint 5. Q WIaNNIe e.Yrytlelpigx,MR Xp NCLWED MI1ExaEfFNINGEY d"a" IaOYA 14YanW Ml ra^➢ ..aibaefq anxeti. IywM nw a.41 alar 'x� Ea .rM rwaq Iry r Int a Ny oq �11Kvgnwole n6ceWNlrtte al it., '^�'Vl I. Yrt 4Mfk 1MI1 r tl Yrtly 11m1M UJ1— . ,,,mix Y .FIXAXcnl h+mprnaym]n�aarr�ald«W{ MiTek 6dwrm%Ap 1 Yw _ .wilt wWFf lh'alY anlp C¢AY O.'rutge. Fa SM a'W Whki e{MX ✓d StlHy Nwmdpn crvtllctl hm l�%I[rcSNa.}I NleaeOxal.Slk.I l2 Neman�ra V�h RJ14W D5099M BC51 WYaInBaa�^WH^ ^I ? Pe11 sYmNE B . 7Job True Trus Type ply py 121MCA T03 HPpMer 1 1 T10424623 Jab Refereed. ionlal BltldpC LmnY 914'pN, JcbmuilN,Fl3PP56 6.010.Pp 202016 MTek lnballis,Ild. Mon FEW 1311:W:3A201) A2sm &1 IO:p)Sd1FAWc1N3sLMMW2FBzie10.4t4uIGUw]rE2UE11AUxn93EVeL_JFplVezlbm 609 18 13110 19110 1 1M 60-0 3113 311-0 60L 6vMe=I MA NAILED NAILED '10 o "LED WILED 2.411 NAMED w0' 5.c9 12 3 20 21 4 22 23 5 OS i 4u5 1 p 2 6 A ) yy �d 24 RS 11 M 10 B a 27 R WILED WILED 2x4 II WILED 410= 3$ 'dtl II NAILED NRILID 08 II WEED me 11 WALED NAILED NAILED 840 8418 13110 1 1&11-0 600 3119 311A 600 Plate Desats My)- f3:O4-00-2A115'Q4<0-241 LOApNO(pei SPACING- 2-DO CSI. DER- M (loc) Well t/d PlATES GRI!, TCLL Z0.0 Plate Gdp DOL 1.25 TC O.T3 Verl(LLJ -0.03 10 >999 240 MI'20 2MJ180 TCOL 10.0 Lumber DOL 1.25 BC 0.85 Ved(LL) -0.24 10 >999 1� WLL 0.0 ' Rep Stress 11 dr NO WB 0.22 Hon,(TL) 0.07 7 We Na BCDL 10.0 CZ. FBC2014/1PI20D7 Meme-MS Waste:90 lb F3` 20% LUMBER- BRACING TOPCHORD N4 SP No.2 TOPCHORD Slruohsl wood sheaftlug directly applted or 2-9.12 oc pulllm. BUT CHORD 2x4SPSS BOTCHORD Rigid ceiling direoey applied!or 10-0.0 oc bracing. WEBS 2x4 SP No.3 SLIDER Lee 20 SP NoS 1b 0,Right 2x4 SP N0.319-0 REACTIONS. (al 1=15550-58,7=1555/0-58 MBx HOTS 1=32(LC 23) Wal1=-232(LC 8),]=-232(LC 8) FORCES. (lb) Mac Comp.flMx.Ten.-Allforces250(Ib)orlessexceptwhenshown. TOPCHORD 13-2631MW,3-0-281/422,4-5-2]81/422,5-7=-2632/369 BOTCHORD 1-11-30&238),10-11=-3WR384,8-10=-30&2385,)b=-3082388 WEBS 311=4400,31d8]I583,310=-50&196,510-8]/581,S8=d402 NOTES- 1)Unbalanced roof eve loads have been considered for this deslgn. 2)Wind ASCE 7-10:Vu11=130mph(3waculd gust)Vasd=101 mph;TCDL=S.Upsi;BCDlrSOpsi;h=25ft;B-15(h 1-2411;eave=411;Cal. le Elm B;Encr,OCpl-0.18;MW FRS(Oireclitell Lumber DOL=1.60 plet.grp DOI-lSo 3)ProMde adequate dmllege to prevent avatar Aon ting. 4)The truss has been dead fore 1 O psi bottom clprd INA load nDOdo.unent with any What live bads. 5)'This trues has been designed lora Ilve load 0120.Opsf on the boll drad In all areas xfiare a rectangle 36-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide machanbsl connedlon(by others)of flues to beefing Plate capable of Wthstendlg 232 IS uplift at joint 1 and 2321b uplift at joint]. 7)'NAILED"indicates 3-100(0.148"x3')or 312d(0.148'x3.25')toe-nalls.For more delaes refer to MTek's ST-TOENAIL Defall. 8)In the LOAD CASE(S)section,foods Applied to the lace of the truss are nosed at,front(F)or back(B). LOAD CASE(S) Standard 1)Geed+Root Live(balanced):Lumber Increase=1.25,Plan Increase--125 Uniform Loads(pe) Vert.1-3=80,35=60,S)-60,12-16=-20 Concmemled Los&(lb) VAR 3-100(8)S--1 poll 9-52(8)11-52(13)10-52(B)4=-100(B)13-52B)21-100(13)22=-100(B)24-220(B) 25=-159(B)26=5 (B)27-159(B)28-220(B) Q WA.- aVt.Aw MLVD®MEAgEfE/IANLEMDEY71lx m.IDOY�IDIe aFfOaEVAE DeYa�wYJMN9wYYMIh M11sAAc 'laxhi dAdes, Aden.no. B�oaP9n Bekaa us.Ire lxlclprlmpn,mul Ya M/neigLJkJllNot 0.'tLLa,InnrelaaaglT�palYhcappdsllMOafly��INallnowa L} (I�eba'Aq YrCaleOato geva4l}IcglpgkgYyqlmw�atl/aclwamMpFPflly.M]exq laryaayatllgnberd aRkq M,IOk• GbkNbla pw A.�Y.�Kn aP.wa�iJ' WIq x4ml�Ca'�awlkexVaM PaFaIY�nom. Fa�iad OkkeFe lQLbVx'e backpolaNNAq kwaytleni6�AMWFII ikbIy ClMIq PYMaM ICyeglp COnpan.M L.1 WFaMaME. llMy HtlmOlbn RwJklNe kpn Ins%aHaM6ee.R18 N.Im Sb.L 9IN312 Nem JIa VTRR914. Tenpe F0 Job T. Tlusa Type Oly Ply -- 0 24828 121MTOA T04 Hlp f I e lee(no---1 BUIl0lnp Comporgnl Suppty, Jecksomllla,FI32258 BC?NSSApr 20 L?bA21656TexlndusBlu8WSmFebt311:00:rEriM it 10:p]SdNhPWc?NSesL?XAW1FBzre14Y2eG%BVTu8Mv505MfeH]vZ81t50rET0%v9K11bZel Bab eter I 11-01-0 tS." 3U0 3110 660 bub=ITJ.S Me= Q6 Il 3 4 Sed-12 9 0 18 e 6%oe 4A5 d 2 1 8 B X am II 2x4 II art- Asa= 3s" II me 11-01L 19 11-D BaU 311-0 6U0 PIMe Oltaea!%VI- fi'0-2-60.1-5113'0-0d 0.241 18'(-350.1-51 LOADING(psi) SPACING 2-0.0 fail. OEFL In (lot) load Ud7-2,0 GRIP TCLL 20.0 Plafe Odp DOL 1.25 TC 0.]l Ved(LL) -0.Oe 9-12 >9BB 240 244N9010.0 Lumbar DOL 1.25 BC 0.56 Ved(TL) -0.25 9-12 >956 1800.0 ' qep SUesa Incr VES W B 0.09 Horz(TL) 00X 1 Na Na 10.0 Code FBC2014?PI200] Maid,-MS 3 to FT=20% LUMBER- BRACIND- TOPGHORD 94 SP No.2 TOPGHORD Struduml wand aheafteng directly appeed ar2-115 oc purlire. BOTCHORD 2x4 Be N0.2 BOTCHORD Rigid telling directly applied or 10.0.0 oc bamn, WEBS 2x4 SP No3 SLIDER Left 20 SP No.316-0,Right 2x4 SP No.31-6-0 REACTIONS. (IDelars, 1=797Al-5-8,6=797066 Max Hot, 1=i3(LC 10) Mex Uplift 1=-88(LG 12),6=-88(LC 12) FORCES. ill Mex Oomp.dAW.Ten. All forces 250(Ib)m less except when shown. TOP CHORD 13=-1247288,34-108M(19,46-124]288 BOTCHORD 19=-19910T),]-9=-19Y1082,6-]_18&10T] NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE]-10;VUt=130nph(3aewM gust)Val 01 mph;TGDL=S.Ops(BCDL=S.Opsl;h=25X;8,1511;"411;aave=aft;Cat. ll;Ev B;End.,GCpl=0.18;MWFRS(directional)and C-C Exteda(2)00-0 to 3-06,Intedo(1)3 0-0 to 8-0 0,Exledor(2)"0 to 11-11-0,(Merl 16 1-15 to 1411-0zons;C-C for members and tortes 8"FRS for reactions shown;1-umber D0L=160 plate grlp DOL-1 60 3)Provide sternal drainage to prevent water pondlrg. 4)this taps has been designed for a 10.0 pef bottom chord live bed rwncormuma It Will any other IIVe too&. 5)-This truss hes peen designed fora live two of 20.0pd on the bottom chord In all Braes soma,a redangle 36-0 tall by 2-0-0 arm, Will fit between the bottom chord and any other o embere. 6)Provide mechanical tpnnectlon(by others)of truss to bearing pate capable of withstanding 88 to upllft at joint a rd 88 lb uplift at joint e. A WABNWOVMIy NYprppMM.nWgEAO M01ES pI1NR ANO NCLW®YIFN gEFENAN(Y MA "n IAYSIY) Nv"dxoWo" I6 BfFOq[UeE. I ceSXAl Vell111W useorYY WIn MIee6wvmcM¢.11ktle4�hlxaetl wYY u{psanele¢awun.ughM an klYgcwnryrwnl.rot �• rxM�1rvJ'�V(In�buI,GMA-cte0 hodlxeY ,l Y.x W,m olYJdlllmwerb Mclwydmem IRaYynY06YWglanynaywJb[¢rnvaINCIIY hdwrtw, w .� Iw.OXY aloF. �rtl� XaMe�m� v �a«m �, mar w MiTek' rl>Il�mr.:lwoa<,.d,r,�wv.errnoe aN No-Yryml,u�.rrlen�:ynemc seAxslmll avolM enl.a.pseapmaseR wxage.,,,Fq„wn XeXA P.,a Laha rp . pMh MarmaXm avrNade Ldn L,u Hole IrttllMe 218 R tee Bheal.SIIe J12 A'emuLVi VARL31d Tnlpe.FL aW1n Job T11111 Trr®a Type Gly ply 10124830 1212BTOA TOS Common 6 1 Job Relermre o 4anel Building Cdnponenl Supply, Jazkmmille,F132258 fiA103Apr 20201&"ECendus0l UgYl uHoMRn 311:uvmm1] pmza 540 411a ID:p]SdNM1P4VciN6esL?DAw2Ff3vffi4-0ECeI%WAMUmIyl3uHOMRnIM1p(liUZYN1mZOuelLLic 1b1I 1MG SDO 4114 bfta S00 Sole=1'„{2.8 7ffi- 4 5.00 +2 20 21 2x4 II 'd4 II 3 5 19 22 4x5 i M 2 6 ] d 10 9 B 3ra II °iw- 3m sea ane +bna 2:5bV sao Ona bua s Pleiw 011aMe(xn- n:az<at-M nross o-1-51 LOADING(pal) SPACPIG 2-0C CSI. DEFL. in (lac) IMe6 W PLATES GRIP MILL 20.0 Plane GNP DOL 1.25 TO 0.44 Vell(LL) -025 8-10 >949 240 MT2o 244/190 TCDL 10.0 Lumber DOL 1.25 SO on Vwd(TL) -0.69 8-10 7 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.23 Horz(TL) 0.0.5 ] Na We BCDL 10.0 Code FBC2014?P12007 Matox-MS McIgM:9211- F7=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No2 TOP CHORD Snootiest wood shimenin,tlredl BOTCHORD 214 SP No2 BOTCHORD Rigid celling dlredly applied or 1460 occ redng4 oc putltrle. WEBS 2x4 SP No,3 SLIDER Left 20 SP No31a-0,Right 2x4 SP No31a-0 REACTIONS. gpsim) 1=]W/0-SQ]=]9]N-51- Max Horz 1=53(LC 11) Max Uplift 1=-88(LC 12),]=-88(LC 12) FORCES. (lb) Max Camp.Max.Ten. All forces 250(Ib)or less exoepR wren shown. TOPCHORD 13=-1431242,31=1429/315,4-5-1429I315,S]=1431@42 BOT CHORD 1-10=-1]0/1269,8-10=-109/ ,7-8=-IM1269 WEBS 4-10=aG593,4a=A4/593 NOTES- 1)Unbalancetl roof live loads have been considered for this design. 2)Wird:ASCE 7 1 o;VUR=130mph(3secand plan)Vasal-101 mph;TCOL=5-0paq BCOb5.0pst h=25X;B=45B;1-241t;wave-41t;Cat. II;EW B;End.,GCp1=0,18;MFRS(tlredbnal)and GC Exnedor(2)0060 to 3-0-0,Innador(1)3-0-0 to 9-11-8,Extad.,(2)941-8 to 12-11-8 zone:C-C for members and fomes 8 MFRS for reactions shown;Lumber DOL=1.80 plate pop DOL-1.60 3)This V1ss hes been designed for a 10.0 pal WRom chord INe load nonconcurted with any other We bads. 4)'This truss M1as been designed for a Ilvs load of 20.0pd on the bottom d odI In all areas where a mdenge 38O for by 2-0-0 wide Wil fit between the Wltam chord and any other members. 5)Pmvme med excal connect on(by Othera)Of How to baadrg plane Wade of wlthsregling 88 It,uplift an)old 1 am 88 lb uplift at joint] Q MIIpHa-yytlyMM'pywke,rtueatlaEIO NOTES ow 1165 ANO MtWFOYIEx gaFeegNLE PAafell IOOYAla.. �OridN IauedYYrNT MIWpI1e�dANWAgqcmrecNri 1Mtlesbr klvsa]MYupcn pamielm Laun mtlhlamfMN Sid dldrp can�ml,rot bor W WYT.amYgYMcdedaiod �l mdu v�MN lie gxlbWMoldeeR�pum,alenaq gopsdy hcgµvaM Mktlapn FW Ilw ovmdl <awm.aWree armm�Y...1mq.,.en1 oo11waw1n Po nwwY �O1A°rd membanodv.Addmm�lamwrwmlrrMmarml brmm9 oAN OF n.1. MMOIbR nnpau.tleNerY erac0..n now.1 Isifm .rnlreot n�sse�5rya41%1�d�O�XW.OL#DaM KSI Wepbm�i Comp 1 aww.,IL EMaNa. SOMY IMarneYen w6rlietrm,ins pplq TePMa 2I8 N.lee Shee+,Sills]IR.Neem]ib VPYLl11. iarryL FL aw1O JOD Truss T.Type Ory PN 0424691 1212BTOA TO9 Heft Hip Ginter I 1 BlBltllrM CdnporNM Stpply, Ja -orI,FI32256 8.010sApr202016MlTek Industries,Ile. Mon FBD1311:0P.36201T Pagaf ID:p7MNhPWC?NS ?MA FB2ia14-URmlpXppmcdLMGS_I@_OaNgCLi170?DOR6MZsj -0-0 D9 2D0 2-1D0 NAILED MUTED 4.00 FIE 2 a 2L411 fired=1:89 fl Ll1 3i4= 5 6pecN t2 4 'h4 NAILED 31N I yy I1 0&12 2OU 410.0 P&12 1-2d 2100 Plate OXaets fXY1- 11:0-0-00-t-el f1:O2-50-1011 LOADING(psi) SPACING 2-00 CSI. LDEFI- in (loo) IMefi Ld Pi GRIP TCU 20.0 Plate Chip DOL 1.25 TO 0.13 Ved(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vizi 0.03 45 >999 18D BOLL 0.0 ' Rep SVeae Incr NO WB 0.03 Hoa(m) 0.01 1 We We SOUL 10.0 Cotle FBC2014?Pp007 Matrbc-MS W0ght,20lb FT-2. LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Stu rOswod Meaihingdreclty liedor4-IM9 pudins, BOT CHORD 2x4 SP No.2 except and whicab. WEBS 2x4 SP No.3 BOTCHORD Rlgid calling directlyapplled or l0-00 oc braclog. WEDGE lei 24 SP No.2 REACTIONS. (IGslze) 4=136MfechMlcal,1=20110i Mex Hort 1=19(LC 8) Max Uplift 4 ,80(-C 4),1=m1(LC 4) FORCES. HID) Max.Comp.Mlax.Ten.-ATI forese 250(Ib)or less except when Moan. NOTE& 1)Wind:ASCE 7-10;VU11=13omph(3-second gust)Vasd=101mph;TCDL=5.0p f:BCDLi,Opsf;fe25X;BxW.1r241t;sai Cat. II;by B;Encl.,GCpib.18;MFRS(direMlonO);ceMilever IM exposed;porch left and right exposed;Lumber DOI=1.80 plate gdp DOL=1.60 2)Provide adequate d.l.ge to prevent water ponding. 3)TMs Ouss has been designed fa a 10.0 psf b Ra chod live bad rnre muaent Mlh any other live bads. 4)'This truss has been designed bra live load of 20.OpO on the bodom chord Hall arses Were a redMgle 380101 by2-0-0 IMde wlll In bstraeen Me 1,0om chord and any other members. 5)Refer to gidegs7 for truss to truss connections. 6)Pari mechanlcm connection(by others)of truss to bearing plate cspade of Almstanding 6016 uplift at joint 4 and 61 b uplift 0 Joint 1. 7)"NAILED'InOoates 3-10d(0.148'x3')or 3-12d(0.148'3.25')tcenalle For mora details refer to MTel,a ST TOENAIL DetOl. 8)Hari or other connection devlce(s)si be provided sufficient to suWH coucBMmtM load(s)14 b down and 75 lb up at 2-2-2 on bottom read. The deslgnteelecnon of such connection olaybo s)Is the remon blity of others. 9)In the LOAD CASES)section,loads applied to the lace of Me truss are royal M front(F)or track(B). LOAD CME(S) Standard 1)Dead♦Roof Lye(balanced): Humber herease=1.25,Rale Increase=125 UMfOIm Loads(pit) Vert:1-2,60.23=-80,4-8=-20 Concentrated Loads OLD) Vert 5=40(8)12=-2(B) QsomMale VaNy ,A ,tm mdaEAa/gTEBpMNMANOMLWWMIEINaFFA4aCE/A6WN] mAsse'MI6 BEfaaEYSE neibn WAkll M�ond�wIT MIIM4Jconreclwa.11'hc�hL tldYYN✓mlMmwlert`Jaw�.aNhlam Mutlq dlMkp�ml.rot .Im1.Amud�sw.a�a��N�,Irvlre.r+rA�minvord�mr�alaeleaaae r*a»nr no�+earnelrem4�nlo llperreraF M MYibV^rvr_o.n. d¢klphxacalMhlo Nevml11. owo ."I'aonos"mamlvxr""'hoi hIanM aYaW VaIniV9nt dOC4V D.xw�m aw..ilw:tmnyr.gmr*xv�xncalgrte wM pomwpelmaolka.Yagr.wamdaaava.rn vaa�M 91,k1mca revomvme AAw�albM1 ilugryr.dBNmY.axMn aal neuyy olllwe[aq awaydane maANWINI Outllhrdlmra.OaEN aMBCN aWbpCunpnlxll aWLPub E."s 9MIyYYomwam wrAage M1cm lnm FWIC M11Me.218 N.les Shaer,9M a12 Alem�gla VR22311. Te�lpa.FL BM10 Job T. Trees Type Ory - Ply 0 2189 12129TOA 710 Hall Wp 1 1 Job Raimudd wwl eullwlp Component LUppry, Jetlapry1116,Fl32258 . . Mon 1: ] Pepe) ID:p7dNWc)NSL96R2FBzai4ytlKPCXRNkUy69iMWCWO2dRUnEN dEZa 4-0-04100 4a0 ala0 391 II Se+le=1:12.3 2 4c-0 1R m Ll A 1 3x4- 4 ads 11 941 U12 23-0 0-109 aY12 1319 2$7 Plate OXaws IXV)- ti'0.2-5 Q10-11 IPa0-0616112'039 O2-N LOADING(pall SPACING 2-00 CSI. T�-R In goc) tMell Utl PIATES ORIF TCLL 20.0 Wale Grip DOL 1.25 TC 0.2 (LL) 0.01 4-90999 240 M120 244p90 TCDL 10.0 Lumber 001 1 BC 0.1 (TL) -0.01 4-9 s999 190BCLL 0.0 ' Rep Stress Incr YES WB O.oHorzQL) -0.00 1 Na We BCDL 10.0 Code FBG20147PI2007 Maori-MS Weigh:WIb F7 20% LUMBER- BRACNG- TOP CHORD 2x4SPNo.2 TOP CHORD Structural wootl meatrng directly applied or4-10.0w Wdbo, BOT CHORD 21 SP No.2 wept and vaprals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling Wrectly applied or 100-0 od bracing. WEDGE Left 2x6 SP No.2 REACTIONS. gNSIze) 4=14811,sechN4cal,1-227yai Max Hou 1=r)O LC 12) Max Uplift 4=631LC 12),1-]2(LC 12) FORCES. (b)-Mex.Camp/Max Ten.-Allforcea250(M)mlessexcepiwhanshawn. NOTES 1)Unbalenced mot live loads have been mrei0ered for this design. 2)Wind:ASCE T-10;V W=l rmfum(3-secorM gust)Vmd=101mph;TCDL-S.Opsf;BCDL=6.1,f:h=25ft;B=45ft;-24X;eeve-Itl;Cat. II;Exp B;Encl.,GCp1=0.18:MW FRS(directional)and C-C Exterldi 0,00 to 340,Intaxiar(1)360 to 40-0,Exterior(2)4 a0 to 484 zone;cantilever left exposed;porch left and right weasel 0 for members and forces 6 MFRS for reactions in own; Lumber D0-t.60 pate gnp DOIL1.60 3)Provide adeguite drainage to prevent water ponding. 4)Ttris truss has been designed for a 10.0 PN bottom chord Inde load rendfa current win,any other live me&. 5)-This buss Iran been designed for a live batt of 20.0pst on the bottom chord in all areas where a rectangle 380 heli by 0.O wltle MII fit between me bottom chortl and airy other members. 8)Refer to glefer(s)for truss to truss connections. ])Provide mechanlwl counseled(by others)of Mus to besting plate capable of withstanding 6316 uplift at joint 4 and T2 Ib uplift W pint 1. Q M4INN8-YWyy 4e Cyn Wwlnrwe�tla[4a NpIFb'gY hays 4Na NLLUOLOYrFR a6FNINCE NOE.1axi m... Is aEfeaE rear IhaPrWMlw ueaYYM11h1.111eM9 bn Mnstyblan aelwe w.Riedaap drtbamad vers,"i gYyYaWtlYINIMoI tlr aWM�a!n/axtemm,Nnionwsna.aq dpkrylae11 mYXvh9>WpyeglnLWREd4igeYke,of, Mir, remdl dMgdslar.B lg4YWCaleO hb PevenidMlMMMhAM Il�bwebm]/a clvtlmmSnSeM'. M�AMM1J 9nFmW avl R nanrldaca[l1� a wMn,evCaea nWlyvw'e loneYxmctllaw wlnomecm M+v mawa.ervs.ngre. ror enrera alYkncereyatLx{s., Miie J IwxtalMl.sluape.dMtNry.PlecFnm[I MccMgollnveiaN Mmnwmne rre4Nsl/M1OWIy elXwla.o9a-0s uW Baru aitipenpaM �- a.rda FL M10Ma. awl lmm�nnxon eYamin 1mm 1�cane yamnn.z1an.Lnnslmer.areae,aexanln vnzz314. T.nP.,a axl0 Job Truss T.Type Day my T 10424633 1212BNA I1 MOmptcb e 1 BUBaIn Can 02016 Job Ippsonal g planers SWfdZ Jeckwmllle,FI32266 6.010adbA0FB16MITaklnduame3,be. MDn FeCnn"09:RUI Pagal ID:p]SdNhPWc?N6esL?bAW2FBnelbydKP9C%RA3kUyrBS?imWCm;tO4MPUnaEN_edmZ& 440 0 4-10 0 Bub=1:13] 2 4. 1z B 1 3x4= a ave II M p 08-0R 4-10-0 0.B-0R bpi Plate Ofteatn(%YI– 110.0.001E111-0-2-5,0.10.11 LOADI11"IG :1 SPACWG 2-0-0 C81. DEFL in 0.) VdNI Utl PLATES GRIP TCLL 20.11 PIZ Gib DOL 1.25 TC 0.18 Ve0f11) 0.03 3d >999 240 MT20 244 N TCDL 10.0 Lumber DOL 1.25 BC 1: 11 Ved(rL) -0.03 90 >998 160 BCLL 0.0 ' Rep Shwa Iver YES W B Dan Hoa(R) 0.01 1 Na Na BCDL 10.0 Cale FBC201MPI200T Mattlx-MS VAI 2014- FT=20% LUMBER- BRACBIG- TOP CHORD 2x4 SP No.2 TOP CHORD Structural vmod sheathing directly applied or 4-101 oc pudirla, BOT CHORD ZA SP No.2 except and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid elf,dlredlyapplied or l0-0-0w baling. WEDGE Leib 2x6 SP No.2 REACTIONS. (Ibralze) 3=146R11ecbenical,1=227tt3E Max Hors 1=45(LC 12) Max UPIIR 3=66(LC 12),1=-69(LC 12) FORCES. (th) Max(Gomp.Mtax.Ten. All fomes 250(Ib)or less except wren shovm. NOTES 1)Wind ASCE 7-10;VUR=130mph(3®acond gust)Vasd=101num;TCDL6.0ps1;BCDL=5Cpsf;82511;8=450;_24X;aays7lR;Cat. II;EV B;Enel.,GCpi=0.16;MFRS(dlteNonal)and C-C Eaerbr(2)I to 3-0 0,Irltada(t)9O0 to 44-3 zore;cantilever to exposed;Parcb left and right elPwsed;C-C for members ala tomes&MFRS for reactions shown;Lumbar DOL=1.60 plate grip DOL=1.60 2)This buss bee been designed for a 10.0 pal bottom clan IIm load numor cunent Won any other live loads. 3)'TMs truss laa been deemed fora live load of 20.0psl on the bottom chord In all areas Where a rectangle 3E-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 4)Refer to giner(s)for truss to truss mr necRans. 5)Protide mechanical counsellor,(by others)of truss to bearing plate capable of wlthstardln066 to uplift at joint 3 and 69 to With at plot t. Q WANNYIa.Ve'I/y tlamrpramaba�M6eIP un aIlM6Nb MCLYporparNaEFEMNL rm t-m rdbI.fa busnadc—p SE o�M1u� l.eaEirna 4i e�I mho lwlJ�9�4�F wva�nfy rRs4G4endseu�M�r,�luTrelenoMnr�Runve�cuµ'ole�Y�b M¢o�wdl GYIOrg fin.eaYglWtN�ab Pevenl picphp olMMW Mnwebarcl/d dCNTamtaawiy.lvlOiaM lcvnperayatlpama�enlaackp k wariret4ietlkx YyYMT]10 Pewerecdlgae Hln( fAe P4W J-=—Pcpmly Ma.e. Ba�n�Mgk -re= tae IM Mw�e.delNay.caXn mJ MMgIXAmvarsue, leeYu aaa/Imlead yC ,WadaagaC9Wn]ne Cmrpprxp aW4PeMEMW.'4. er6ry mcancam a�[Mae eqn Tuns hale hanne.218 N.Iee3lreN,We a12 PMeuMb VAM14. Taira,FL TIa10 Job Toss T.Type Ory Ply 12128TOA TIS Half Hip1 1 10424834 BMNi Cc appyJob Refererce donN tg mpwaMS I , Jaclmom111e,Fl32258 BDfo a Apr2020mrWI al Immoral led, Mon Feb 1311:0g:38 2017 Pap ID:p>SdNhPWC?NSssL?bAw2FBnaN-0punNYY3xN"TsZPM33PJinZAvjSXeYA3,JZso 29bB 3100 600 z-ne o-1-e a10 ECW-1122 3 ss 5.00 FU z 10 4 1 r � v Il a s za II Mill zh11 611E &0.0 zOn 1-10.6 2-1-0 Plate OMseLs(XY)- I1:0-2-&G1-9 LOADING (ps9j SPACING 2-00 C81. OEFL �Ow) defl Ud PLATES GPoPTCLL 20.0 Hate Gdp DOL 1.25 TC 0.31 VeMU) 314 240 MRO 244/190TCDL 10.0LumberDOL 1.25 BO 0.90 whI BOLL 0.0 ' Rep Sam Incr YES WB 0.13 HoD(TL) Na Na BCDL 10.0 Code FBC2014RP1200] Matrix-MS Weigh:221b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOPCHORD Structural Mod sheathing directly applied or 6UO ce burins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling dtectlyappliedort-&0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. glosize) 4=107/Mechanical,5=13 adit NCaI,1=246/0-5.8 Max Hort 1-41(UC 12) Max Uplift 52(LC 8),5-12(LC 12),1=37(LG 12) Mex G.4=10](LC 1).5=149(LC 3),1=248(LC 1) FORCES. (lb) Max.Comp.Mlax.Tan.-All homes 250(ID)or less except Mer shown. WEBS 2E=304/436 NOTE& 1)Unbalanced roll live matte neve been oonsldered for this design. 2)W IM:ASCE 7-10,Vult=130mph(3aboardgust(Veld=101 mph;TCDL=S.Opsf;BCDLd.0psf;1,2511;B=451t; -241t;eave-IX;Cat. 11;Exp B;Enc1.,G0m=0.18;MFRS(directional and C-C Eeeror(2)2on%C C for members and foods&MFRS for reactbns shown;Wmber DOL=1.60 plate grip DOL=IM 3)Provide adequate drainage to prevent wafer ponding. 4)This truss has been assigned lot a 1001asf bomom chord live batt nonconcunenl Mlh airy,other live loads. 5)'This truss has been denotement fora live load of 20.0psf on the Wheat chord In all areas where a rectangle 3 6 0 tall by2-OO wide will 1w demanded the bottom chord and any,other members. 6)Hear to groans)for truss to Was connections. 7)Provide mechanical cdnnedio,(by others)of Mass to bearing plate capable of 1WtMlarding 52 lb up11ft at joint 4.12 M Lelia at join 5 and 371b uplift at joint 1. AI,1YANHWa ly pa¢pn Xp1ES p/T/ygµppdLllpE0Y2R NFfERINCE IIOEMerlTlrov.IM 1158EPoAEUEE Urw.wlklr V MII _ J .IMh9grnbaN�x4Yu�npNpaereo Ynwn.oMhram MMW4ltWtlxgcem[*>wznt ml at�rtys _ MtuA'dM JeW uN ve,IH hb g,,doom, obaPn rrehns v✓]rryoe TFuxlxvay lNOeeln Flotte overNl WJyIX In®I t are lk r M{MYMVM♦l WuwaDuq/a cMtleensxa YY- drwYa rem�ay a'Am—m d-,m riYwKV Mr,.L „MNlwry evei'l. rrtxYfx<t Lvn�ln�[�of--romp bjft 1p ,CMMo.p—09 aM sold lance,Can n�r,m1 WW bB enlogs,6w M. sona,mrdmonm cw,s"nnenIn,a Hololnenn4e.'21aw.lee.19ulrea",ag MiVP22.16 Tv .ft aside JDb Trus Tress Type Ory Ply 02985 12129TOA 719 Roof SpecW Giller 1 1 Job iv M,I ex o lionel Builtrrp Component SlPply, Jeclmmille,F132256 Wa?NSAp 202016AW4u R9,mZs,Inc.CGQKq Fe 613 1 rIEtID9:N20O5jFrage WdZt ID.p]SdNM1PWc2NSe6L bAw2FBaa14u0ReeuZM1itt_CC9Kg7lIktr1EU0AeMBOSjWLZag 2.0.0 438 fi00 2-60 230 � Sods-1:13.9 NAl1ED 6,00 12 2 1 4 L-J Ll 7 zx4IlI x °aN n sp sas II Zan aaa 60n Pe tie $8 PIaN Oleate lxn-- I1:&z-8.01-11 LOADING (Pi SPACING- 2-00 CO. REFI In floc) 9den IM PLATES GIMP TCUL 20.0 Plate Grlp DOL 1.25 TC 0.35 Ved(LL) -0.15 &7 e483 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Viii -038 &7 >IN 18O BOLL 0.0 ' Rep Stress lmr NO WB 0.04 HoU(TL) 0.05 1 We We BCDL 10.0 Code FBC2014?P12007 M.M.MS WeIgM:22Ib FT=20He LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Structural•ood aM1aething directly aWllec or 61 op pullln°. BOT CHORD 2x4SP No.2 BOTCHORD Rigid calling directly applied. WEBS 2x4 SP Nei WEDGE Leg:2x4 SP No.3 REACTIONS. QW.1,re) 4_-49rMschanical,5=1971Mmhamlca1,1=2541038 Max Hot 1=44(LC D) Max Uplift 4_--19(LC 8),5=-20(LC 5),1=25(LC 8) FORCES. (Ib)-M°3.Oomp/Max.Ten.-Allorces250(lb)orlemwc°ptwenshown. NOTES 1)Unbalanced roof live loom lava been command for this design. 2)Wind:ASCE 7-10;VUv I30mpb(&second ifm)Veld=l at mph;TCDIrS.ops1;BCDL=S.O,f h=25M;B715f6 L-2411;eave=4g;Cel. II;Exp B;Encl.,GCpl=0.18;AM/FRS(directional);Lumber DOL=1 60 plate grip DOI-1.60 3)Provide adequate trumps to prevent water Fon fift, 4)The tress has been designed fora 10.0 psi bosom cion INe lox0 m nconcurmnt Win arty other live mads. 5)'This Vass has been denuded for a live load of 20.Opsf on the bollom chard!In ell areas where a reclengle 36-0 tall by 2-0n ande will fit between the bottom choN and arty other members. 6)Raper to girder(s)for tense to trues wnmctlons. 7)Provide mechanical connection(by others)of truss to bearing plate cWade of wilhstandhg 1916 uplift at Joint 4,20 lb input ad joint 5 and 251b uplift al joint 1. 8)'NAILED"Indicates 3-100(0.148"x3')or&12d(0.148'x3.25')toenails.For more details reform Pal ST TOENAIL Delall. 9)Hanger(°)or other connection devlce(s)shell be provided sufficient m support concentrated loads)26 In coven and 11 Ib up at 2-2-2 on Whom pnPrd. The daslgnmalection of such connection musicals)Is lite mr ponsltAfty Ol Others. 10)In the LOAD OASE(Sj secular,loads applied to the face of the truss are noted m front(F)or back(B). LOAD CASE(S) Standard 1)Died+Roof Use(bNenced):Lumber Irwlease=1.25,Plate IMrrasst25 Uniform Loads(Ptl) Vert 1-2=E0 2-3--60,3-0=60,58=-20 Concentrated Loads(m) Vert 7=-25(8) Q w4aMWa- all Cxlpn pvemxm=eras a NOTES de ha34NO NGLUOEe ands a..IA...—IBRYAISMIea . �4�WM Iwue MYrMar INlekm ccnreclwi.Rh e'etlgr k lvxetluNYR�-r�Wax�xrlers Yxwm.myklq mxMAOx.I dldrpcanrraenl.rot Ackill Ism Mina.Belie ve.Re Wkfpde{xia�mW wxM1'X¢e44 llyo(Oay3�ManelenadpcFerlY bcaorri k Aou'roMoll¢wmdl atlw%tMead brilliYuvl aq I caNY w96wNMalleNnW a4wmd PWerlYmrigN-(g0�arU pMb✓%aI�'�Nain4trseq we . ahlmlbt[InuR.�MnY.erecMnaddacetlead Daly IrMMm rntlQMYan him Rate InstlMeorPmIemNnl—,eh-1. eem9x1Ru.NMeMn31,svcvRMYtlwM0Y2FaN KNWMrPO4rN4rOra firms. same Jab I. Truax Type Oty 0 24636 1212gTOA 720 HW Hip(lildx 1 1 sorting ComporNM Supply' Jmkmnnik,FI92268 81:05Ap202016MIteC?X0ENea,Inc. Mon X8gOCf:09:40MIT"dwrfF,get ID:pJSdNhPWc?NSesL?bAw2F8naf4-MC?XOEeJT_82pJvilROXrIgOCplOker00wr]KybZel 2-0O 600 2D0 41L0 Sub=1:114 SP.oY 6.00 1a 2 a 3 1 6 0 4 'h4 NAILED smi i9 am II 2-0-0 640 2O0 400 Plate 011aels lXn- r110-2-8,0-1-11 LOADING(paV SPACING 2-0-0 CSI. AFL n gec, gde6 W PLATES GMP TGLL 20.0 %ate Gtlp DOL 1.25 TC 033 Ved(LL) -0.12 45 >582 240 Mr20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.92 Ved(TL) -0.30 45 >2So 180 SO 0.0 ' Rep Stress Intt NO WB 0.05 Ho TL) 0.15 3 Ne Ne BCDL 10.0 Code FBC2014`TPI200] Matrix-ME WepM:21 Is FT=20% LUMBER- BRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Structure!weal shennng dlausy applied or 680 od Wrms. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceilinp dreMly applied or 9-210w brucng. WEBS 2x4 SP No.3 WEDGE Left 2x4 SP NeS REACTIONS. (ID/size) 3=118M1echenlcel,a=ta&Mechenica1,1=25JN5A Max Herz 1=24(LC 8) Max Upll6 3=55(LC 4),4=6(LC 5),i=33(LC 8) Max Grev 3=118(LC 1),4=141(LC 3),1=25](LC 1) FORCES. (Ib) Max.Comp.Mex.Tan.-All forces 250(lb)or lass except when shown. WEBS 2-5_262180 NOTES 1)UMalemced hoof I.leads have been wraideretl lar this design. 2)Wird:ASCE]-1q Vult=130mph(3-second gust)Vme=101mph;TCDLd.Opef;BCDL=5.0pet;h=25X;B-,1511;L=2411;eave-If;Cal. !I;Exp 8;Encl.,GCpi=0.18;MFRS(dlnecbonal);Lumber 001=1.60 Nate grip DOL=1 SO 3)Pint adequate damage to prevent whir ponding. 4)This toss has been designed for a 10.0 fast bottom chord INe lead hamonwnent Win any other live bads. 5)'ThIs truss has been deslgned for a live load of 20.Opsf an the bottom chord in all areae where a re0"le 36-0 tall by2-OO Won wID f!1 besseen the bottom chord and any other members. 6)Refer to girder(s)for trues to trum connections ])Provide mechanical connection(by others)of truss to bearing plate capable of vAlharsMing 551b up!lit at 101 3,616 Upllft at loin 4 and 33 b uplift at joint 1. 8)'NAILED'Indicates 3-10d(0.143"x3')or 3-12d(0148'x3.25']toe-nada.For more delais refer to MITek'a ST TOENAIL Detail. 9)Henger(s)or other connection devices)shall be providetl sufficient to support concentrated Sedge)20 In down and 2316 up at 2-0-0,and 201b down and 27 he up at 4214 on tap Mord,and 26 It now, t t Ib up at 2-22 on bottom clam. The tleeigNaelectlan of such connection davlw(s)Is the reeponsldli y of other. 10)In the LOAD CASE(S)when,loads applied to the face of the truss ere n ted m front(F)or back(B). LOAD CASES) Standard 1)Dead t Roof live(bafamit Lumber Increase=1.25,Plats Increase=1.25 Uniform Lead.(pr) Veal:1-2=80,2-3-60,4-6-20 Concentrated Leads(11d) VeR:S=-25(F)10=-11(F) �WA6NweVM94ewnpa�eww.WggFAO N01Ea O.y 1M5 ANp MLUOEe MI1EkIIE/feAXCE PIaEe6]IAm.IWYAIeeEPoaEVSE �41T rusk]lu uw only'Mm MIIskW c°WrecPn.Rhee Lv¢e°rvv Y*x�wmblme Yxwn�.ugb rum MIW. we�oorn�xt�xuram..�how. nead",.ml=LHreaisreaoa�Mm i�wweryw . re °l a«:ia ° oomrfiwmdlralp cnomPparre"M1 rot MOW �v. AY�rlc°ikn SWra(µx.ddNery.sei`JM�[Mtl aaiq olM�[aV muµsremywMN61/ryll euolN Cmno ou.eYune ecsl[uMepconwrwY Iii, sML eN FL 6axyr.4maaxoa ewnam narel�l'MmIa6lMe.ztan.tea slmal.sareafz,ae.axMavnrz9l n. r.�,P.,a aaelo Job T. Tran Type Oty ply T1o42L63T 121NTOA T21 Half Hip 4 1 Job R I f - nail tlupllq(.ompa11en13Uppty, JeEA Iw111e,Fl92256 M01De AN202a16MiTeklndwMes,lis. MOn F01311:09,402017 Pagat ID:p7MNN'WLPNSesLFbAw2FBzial4MCtXOEa T_62pJMhgOXegOCHHSSenOwYTFyL2ai 0-0 a oa b00 2.00 I Srab=1:15e aw= 2 a s.Oa 1z e 1 s 4 a it 3x5 11 M1D 6-00 600 0U Plate OSaefa DCVI- 11:02-061-11 1.0"N0(EN) SPACING 2-00 CSI. DEFL In (lac) woolI-AlPLATES owTCLL 20.0 Plate Gap DOL 1.25 TC 0.33 Ved(LL) 0.11 " ""' 240 W20 244/ttX) TCDL 10.0 L, DOL 125 BG O.Be Vert(1L) -0.25 " >287 180 BOLL 0.0 ' Rep Sfeas Imr YES WE 0.00 Al 0.12 3 Na Na BCDL 10.0 Cotte FBC2014/FPI200T McMx-MS Weigh 22 to FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Stm rMl dsheatNngdlmdyappfiedor680xpudins. BOTCHORD 2x4 SP No.2 BOT CHORD RISltl ceiling dlrectly applied or 10-00 oc forcing. WEBS 20 SP No.3 WEDGE Left:2"SP No.3 REACTIONS. (INslze) 45BR.Mcheniral,4=1]B�Machanlca1,1=238N-56 Max Hou 1=48(LC 12) Max Uplift 3=-27(LC 8),4=-17(LC 12),1=-1 T(LC 12) FORCES. (lb)-Max.Comp.M Ten.-All tomes 250 gb)or less except when shown. NOTES- 1)Unbalanced mot live loatls have been coneconal for Mis design. 2)Wind:ASCE 7-10;VuIb 130mph(3-sacmltl gust)Vastl=101 mph;TCDL=5.Opsf;BCDL=5.0psl;h=25M B=45g;L=24ft;eave-aft;Cat. II;Eau B;End.,GCp=010;MW FRS(oirealonaD and"Exlehog2)0-0 0 to 30.0.Interlor(1)30-0 to 40-0,Exfedor(2)4-0.0 to 5-114.;C-C for members and fomes&Nw FPS for ra xtlans shown;Wmfer DOLr1.60 plate gap DOL-1.6(f 3)Provide adequate drainage to prevent water pomilg. 4)This truss has been designed for a 100 psi bottom chord INe two nenmmuamt with airy other live loads. 5)'This tmss has been designed for a INe load of 20.0b51 on the baboon oon Nmrd in all Grew where a rectangle 3&0 tall by 2-0.0 wide x111 lit belval Me bottom choN and airy other members. 6)Refer to girder(s)for muse to Vpas consul T)Provide mechanical comardlon(by others)of truss to feadm plate capal of withstanding 27 It,upM1 at joint 3,17 Ib uplift at Joint 4 antl 17 to uplift at Ions 1. Y WI RNM4 Vatlry MNpn pxx�Mn=up NEPONOIES WI IM6dNOWCLWEOYIEN NE£EPINLE VdeE MNO]iw.leaues "AddeE USE Wwyn wlkt lorveaYy xllM1 Mlle�wniaclwx.Inativsypnk Wwp oryy uryn�areRrs Nuwn.mtlkloim MhlWdbuelxy cwnruunl.�wl ' eorua ue.nw oJlarq da.Mnsr nimivenry memlfkrlalNdaeYprpoanewsme .N wcweaow nsaati{m nw me overal Wwjdailpr.9acYq YxkWNdalo pNverp w�uYw ellrierantr�weo�ao<fraamMnee"anv.wawrru lemwwaaw�rnawaN....,1�.1 MITBk atlway.'replred kx sltlfYywd IogeVeni twll¢>a Wm{cW11u rynwrq HYxyutlfxvSedYdmr�. rn Bd�9Jdmce rePza,gare ' rMcuRxv NdOae,tlgWeryaecMnmy b¢Ypol m a m] aw.Su w31 xe9xry/1111 WJIy0MpDAd9aq C!I WIMnp Cwnpanenl 00 G rF Evn a ldYy Wpinpbrl m'tlMehan 1nm 4MMYMeee.RIBN.Iee SMrel.eJ1e312 NamNla VwZ1314. 6artpTeGl 3Jfi10Ne Job Tmas T.Type city Pty Tf0124838 121NTOA T24 Hell Hip 1 1 Job " lw bodied Bl;dmp ing Cgonanl5uppry, Jacksorwllle,Fl32256 2016MnReB.OfOSApr23e IMIMon Feb 1311:09:4120f] Fit,f ID:p]StlNhPWc]NSeaL?bgv2FBae14NZw?aexElEvRTUElEVPTUDEYrm�tMPNIxgBViCIM)]1Zse 2 a0 aao b o0 sNe-1e 16 4ss- St0 FT2 2 9 3 1 Llw' 4 14 If am II zoo 6-00 aoo on P1Me o11mN an- r1:o-2a.o-1-n COMING(psi) SPACING 2A CSI. OEFL In (Int Weft W PLATES GRIP TCU 20.0 Plata Grip DOL 1.25 TO 0.27 Veri 0.11 4-5 MM 240 W20 244)190 TOOL 10.0 Wmbm DOL 1.25 BC 0.73 Well -0.27 4 >265 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Ho2(TL) 0.13 3 We We BCDL 10.0 Code FBCE01M112007 WIM1-MS Weight:2116 FT=20% LUMBER- BRACWG TOPCHORD N4SPNo.2 TOPCHORD SlmduralwoodsheathingdlredhfappliedmdoOmpudim. BOTCHORD 2x4 SP No.2 BOTCHORD Rigd calling directly applied or l 0-M oc paceng. WEBS 7x6 SP No.3 WEDGE Left:2x4 SP I REACTIONS. gb/el2ej 3_11 BIMechenical,4=119RAechenical,l=23]/0-5b Max Hort 1=24(LC 12) Max Uplift 3=55(LC 6),1=23(LC 12) Men Gley 3=116(LC 1),4=139(LC 3),1=237(LC 1) FORCES. (Ib)-Mar,Camp.Marz.Ten,-All forces 250(lb)orlI except¢Oen shown. WEBS 2-5=2501182 NOTES 1)Unbalanced mol live foods have been considered for this bough. 2)Wind:ASCE 7-16 Vult-130mph(3-second gust)Vasd=101mph;TCDL3.0pe1;BCDL=5.Opsf;fe25ft;B=45N;t-24ft;eaveHftl Cat 11;EV B;Ent GCpII18;MFRS(dlrecicnal)and C-C Ederbr(2)n,rmC C for membem and forces&MFRS for resections shown;Lumber DOL=180 plate grip DOL=1.60 3)Provide adequate drainage d prevent water pondirg. 4)This truss hes been designed for a 10 o psi bnaom chood live bad nonconcarnent Wih airy oMet Ilve loads. 5)'This Wes hes been designed for a live load of 20.0ps1 on Ne borfom cnbrd In all areas where a rectangle 34f-0 tall by 2-0 wide III ift between the dodom chord and any other members. 6)Refer to girder(s)for truss to truss connections, 7)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 550 uplift at joint 3 and 2316 uplift at joint 1. Q wasel mwrasm NOM I rXBxNDYCLIg1E0YIEX aEFEaxNCE VIaEIM)4Anv.� SEFOPEUEE L4br WAY kxlce oNV'Mm MIIeMR�OvrnxcWls.11'htleYy It DUsetl MYuppnµvaneteislawrt mtlalwlal telNdd Mild}amr�mnl.mi Iwwikm.eaure Im tre IaEwq aes(xwv munverlN Imq,UicaMlNo4as;In rbOmalrvixmO xe;wiY +��a.Rvtle#IOlnlo M1n ovrvioll 44wpdYgn 9adp'Y✓JtOled Nlo lxevenl LaoHnpwlmNMaa lmswebaMlu chxO raemMsdYv. xtlQMrve inmpxav m.,�rm�mM«x'o Mi kibinis ' Y(hbryrplYlkn aoMtlYmllo geveni-bo —,_s Inocw I I—werpAOeower, .alw,,1 act, ,amlSworr wan. . .. orn bw run Maip of hire me llnlaryslmrsavlMV/I%I V lower,Cxlxb.pMd9eM eC9l eiMnq fempanenl T,a.FeI BNE. YelyFknrdm wJWe M1an fru Wle bIINK.RIBN lea3heel.SJIe31 R.NamvJ�h VPRR311. ie,rye.FL 3]610 JOE Tures -- Truss TYPe Dty %Y 12129TOA iT25 Comm on Supported GaEle 1 1 TIM"N Job Rel..l- pooh Building Component Supply, Jecksomille,FI 32256 8.0106AW202016Mlreklndinumn,lm. Mon Fe1,1311:09:422U1? Paget ID:p7WNhMe?NSe L?bAWFB aft b7IDwbVcMmWPOF0?DFTd05HNlPJN9 UNLd 5.11.0 11-110 Stt 8 Stld Sale=1:10.1 sad= s W11 4 B 3 T IB 1T B 2 0 g 1 "a 16 15 14 13 12 11 in 314 i c 1,0 0 Plate Offsets MY)- 15:0300-2-41 LOADING(pep SPACING- 2-0.0 CM. DEFL. In (loo) Vdetl 1/d PLATES GRIP TCLL 20.0 Plate Gno DOL 1.25 TO O m Ven(LL) nor - No 999 MT20 244/190 TCDL too LunEer DOL L25 BC 0.02 VedQL) Ne - Na 999 BULL 0.0 ' Rep Streas Ina YES WB 0.04 Fbrz(TL) 0.00 9 No Ha BCOL 10.0 Code FBC2014,TPI2007 Matrix-S Weight 4811, FT=20% LUMBER- BRAC TOPCHORD 2x4 SP fill TOPCHORD Stluctuml wood shadmng directly applied or640 aq purns. BOT CHORD 2x4 SP No.2 BOT CHORD All calling directly applied or 1D0-0oc owing, OTHERS 2x4 SP N0.3 REACTIONS. All deednga 11-1 L0. (Ib)- Mex Hoa 1=-30(LC 10) Max Up1111 All uplift 100 to or less etfoinl(s)1,9,14,15,16,12,11.10 Max Gray All reactions 2501b or less at Joints) 9,13,14,15,16,12,11,10 FORCES. (m)-Mex.Comp./Via Ten. Allforces250(Ib)orlessexcept Ymensham. NOTES 1)Unnalanced roof(life loads hinge been considered for this dselgn. 2)god:ASCE 7-10;Vug-_130mph ISsecondgust)Vasd=101 mph;TCDL=SDpah,BCDLr5.0 df;M12511;BxStt;L=249;esus=2R,Cat. 11;Exp 8;Encl.,GCpi=0.18;MFRS(dimallonal)and C C CamerpH 0-31 to 33$Extedor(2)33-8 to 5-118,CamerpH 5-118 to 8118 eproi-C for members and forces 8 MFRS for mail aurin;Wmber 001=1.60 plate grip DOL-1.60 3)Truss designed for wind loads In the plane of the floss only For studs exposed d wind(romlal to Me float,sea Smrdi d IrvJlmry Gale End Canada as applicable,or consult oarlilleol bWtling designer as par ANSIl 1. 4)All plates are 20 MT20 unless oOePMSe Indicated. 5)Gable requires continuous hottan chord!bearing. 6)Gape studs spaced at 1 4-0 ac. 7)This truss has been designed for a 10.0 pd WHOM chord INe load nonconau ent Will any other INe loads. 8)'This Who les Dean designed for a owe load of 20.Opef on the boll chord in all areas Mom a rectangle"0 tall by 2-0-0wide will fit between the bottom chord and airy other members. 9)Proulde mechanical connection(by others)of Vose to bearing plate capable of withstanding 1001E uplift at lolnl(3)1,9,14,15,16, 12,11,10. QII Vvax 4Wenpe —I—eia rtxd forme al.aled 0.MIIENPE£Enx.PxcessocAm.IYOYt015 aEWPEVSE W O,T Mtl 1w uve MY MIII IM Ip4P0 cemc Ius.IM tleJgl a 4m1 w1Y urm{wlane0.vi dwwrt m]h M m MMdI 1 bl,La�p cunnzrmnn,iwl rev ptlan.�1ere�lite dlklp dO W cal mol Ya M/rip tplktliry of Y#Y91 Monsters aN paCelly Maµxob IM No Ra ovadl IappEeq}E BaSpIM:NedYbpalatlticYwp WYdAYh L1®WW TNq gYYtl 111eII�CasMY..�ad renWUY�dL Ilxannl lxIXMp B eWvll lMaAedla IVJGNmAbpavenlcdl4®w1lh�fle�rw YfYlrYatlPWwIYM1+1�.Fa WIeM W11RIfexpaJ9tlle mWPW Feq Bid. YNt1bt Wx�a.tl9xaY.em chd GalOallwpuhpd, ¢MIenM1%M .YdYONIIo,WLdaYMCN MIpnOCelllNllne SMYMemldol aR1QHxpn AItl F1W YNxile,zlex.leeslreel.albslz NaVaWb.vR Tlala. reap.FE.10 JaD Thal Truss Type 011, %y Og248W 1212BTOA T31 Gammon Supported Gable 1 1 Job Re sepex 'onl Building Componnt8uppry, Jeckeomilb,FI32256 8.010s Ppr20201g MiTekInformal,O.Udee. spar,EFob 1311:Og:43201] Paga1 ID:p]6tlNhPWc?NStaLPoAx2FBnal4-adgOGCGnrvUdgmecMryEmTOmOUccpCTScpMJeHd2ec 2- gq.p 2-1141l" 3-0.8 I Soba'=1' 46 11 2 5.U0 12 3 1 a Na ass II 2.41 60.0 B60 LOM"(psi) SPACING- 200 CM. DEFL In (am) Vdeh VO PUITES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.15 Ved(LL) Ne - We 691, Mr20 244800 TCDL 10.0 Lumber DOL 1.25 BG 0.0) Ven(TL) we - We M BCLL 0.0 ' Rap BVess Incr YES V 0.05 Ho.D-L) 0.00 3 Na We BCDL 10.0 Cotla FBC2014/FPN007 MaMx-S Vx"M:lg lb FT=2(Y% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural woad smoothing direc9y applled or 6-0.0 m purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dmx,try applied or 100-0 ori bracing. OTHERS 2x4SP No.3 REACTIONS. gNStze) 1=10]/600,3=10)/800,4=220/600 Merz Hot1=-14(LC 10) Mex Upllh 1=-20(LC 12),3=n(LG 12),4=-8(LG 12) FORCES. (Ib)-Max.Canp.11vlex.Ten.-Allfor.250(Ib)mleasexcep(wlrehmixten. NOTES 1)Unbalanced roof In Inds have been considered for Me design. 2)W Intl:ASCE 7-10;Vu11=lWmph(3-sscond gust)Vasd=101mph;TCDL=S,0psf;BCOL=S.Op f;h:251t;BASH;1=2411;ease=211;Gat. II;Ely B;Encl.,G(Cpi=0.18;MFRS(direGional)snot C-C Comer(3)zon:C-C for members and lomea S MFRS for reaction Mom;Lumber DOL-1.W plate grip DOL=1.60 3)Truss designed for wind lads in(be plena of the lmss only. FosWds elyosed to Mnd)normN to the face),see Stallard inw tq Gade End Details as applicable,or conult qualified Wilding designer as par ANSVTPf 1. 4)Gable requires continuous Whom chord bearing. 5)Gala studs spaced at 1-4-0 oc. 6)This(mss Yeas been designed for a 10.0 pei Whom chord live load nncommurent ailh any other live loads. 7)-This truss has been assigned for a live load of 20d st on Ne bottom cMN in all amas where a rectangle 380 tail by 200 wide (NII fit beMaen the Whom chord spot any other members. 8)Provide dismal cornecllon My oMaxi of Imes to bndng plate copper of w[8utanding 100 to uplift at)oinQs)1,3,4. Q w1.-Vw sxasnpexpwM1r=arl allNpILa CNfIOINp NGLYOfa I/2RR9Fa4XCE MOE MI]In m.le0.V101Seelea . aWan WN Ia,neuNY�4n FYIekO,vnwlwr Ri[tMtlm k rrtntl MY4F^�WmreRn YrcwnNag6lwm MMeMM pldspepnncrenr.mp wamddeam Iwdsxd Belae ue.11w IalMrpdeq]prer muf ve0blms q;YCWINo111eRy,p'Ianelenadgcpemy Mapxafe Imadm.Mn Nlo Mnwwdl amnpuataaeetogeYamdKMm0otnalerda�waomelordwemammawv.arueomda wrwmdPammm�,ldmro MiTek' btlwOlT�tl41Y41 MpdIM�xM W gW,xe Cdk{w Mmrx'�M rwivxtl 9rxrydvl P%>amY IXantx3e. fa(pnertl pl3rcn red�dV mw M[wkalFm.slao3e.OeMrerverecMnm3d¢fgol lnlv6saWlms splema.meNO1/INI{IWry agMgDNaVaq aCH WYMpCemeenenp Saw evEsa3Mtl m me 3KIy IpYwmoXm wdlWe rmn,ba pub Y'eXlula.RIP N.rSil.Shce]IR To,H.3%10 Job Tr1Hc Tis Type Ory Pry 710/24841 12128TOA TV Hip Gilder 1 1 Job Relerence o lional Buidirp Compared,Supply, JackWm'il F132256 0.010 s Apr 202016 MITek Industries,Im. Man FM 1311:08:45201] Paget ID:p76dNhMc9NSe L4bAw2FBEial4lApQWSIXkLal TN_imSVwl,10ha WrOvel u 64a Bb-0 12b4 15 if 14212 2bb0 2S1L0 31-1b0 640 35U sr J + 33-4 3a4 33,4 350 bU0 Sole=1:53.] NNIFO NAILED NMIED NAILED hla NAILED NAILED 9r4 II a na= "LED ]x10= S.aO 12 NAILED NAILED NAILED NAILED 2 'N 25 3 . Tl 4 as 5 8 1 39 938 atI'll I �� LNL\�� 32 a 1 - 1 jrs 33 34 17 35 1. , 3] 15 ce W 3e 13 40 4112 u, ll M ma HALED NAILED bA II NAILED NAILED NAILED NAILM-14 Mil= NALLFD NAILED NAILED 20 II NAILED NAILED are= NAMED NAILED NAILED NAILED PAO 460 1241 11-017 19212 2260 2511-0 3L11-0 6D0 Y60 ~ 33-d I 33-d 3-3-0 3-3-0 3 SO BDO Plate OXsels(XY)- [2:0.4-40-2-4119:0-0.40.2-41112:0-2<D2-01 [16'.0-240-20] LOADING(psi) SPACING- 2-04 CSI. DEFL In gm) Well LW PLATES GRIP TCI1 20.0 Plate Odp DOL 125 TC 0.98 V ITQ 0.5014 1768 240 Mr-K 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 V rt(TL) -1.24 14 1308 16D W20HS 16]/143 6CLL GO ' Be,Stress Inc, NO INS 0.83 =L) D.24 10 Na N BCDL 101) Code FBC2014?PI2007 Matrix MS - Weight 1801E FT=2 LUMBER- BRACING- ..__ TOPCHORD 2x4SPSS'Except' TOPCHORD Structural wood sheathing directly applied. 2-6,6-32x4 SP Ni BOTCHORD Rigid ceiling already started or 79&7 OC brach, BOTCHORD 2x4 SP SS WEBS 2x4 SP Ni WEDGE i 2x4 SP Hard,Right:2x4 SP Ni REACTIONS. (INei2e) 1=2422/658,l0=2522N58 Mex Hou, 1=37(-C 6) Mex Uplift 1=-2n(LC 8[,10=-325(LC 8) FORCES. (lb)-Max.Comp.lMax.Ten. All forces 250(Ib)or less except Men shown. TOP CHORD 1-2-4869/56l 5,34--69(9I61],45_478/653,5-]=-M]E1853, 7-8-6980825,8-9-6098/)3J,410=,4954603 BOTCHORD 1-17=47014411,1617=467b42$1598=(4&6055,1495=-]459989,1394=-]53/6986, 12-13=65&bstall 11-1 2=551445418.1011-505/494 WEBS 2-17=01306.911=101329,9-12-2122123,2-16-240,2181,8-1L-1177209, 316=-11 SAM 6,8-13-12011 89,315-13511220.7-13-806/142 4-15=628l 7-14-43/416,4-14-53r137,5-14-3561122 NOTES 1)Unbalanced roof In loads have been considered for this design. 2)Wind ASCE 710;Vul1=130mph(3-second gun)Vi sd=101 mph;TCDL=5Ddsf;BODL=S.Opsf;8258;B-IW,L=39t;eave=dtt;Cal. II;ENO B;Encl.,GCpl=0.10;MFRS(directional);Lumber DOL=1.60 plate gdp DOL=1.60 3)Pholnd.edeeuare drainage b prevent eater ponding. 4)All plates are MT20 pled.unless o8rerwlae indlONetl. 5)Mill ere 4x5 MT20 LNese olmeruise indicated. e)This trees has been designed for a I OC pn bottom chard live load noncomunent wth airy other We loads. 7)'This truss has Mean designed for a Ii load of 20.0pn on the bottom chord in NI press MOM a rectangle M 0 tell by2-0.0 er M9III bemoan the bottom Mod add am, the,members. 8)Proade mechanical connection Jay Where)of truss to bearing plata capable of Mustanding 1001E Light ld Iohni except Uhdb) 1=2n,10=325. 9)'NAILED-Indicates 3 1 W(all 48'x3').,&l Ed(0.148'x3.25')to9nas.For more details rotor to MITek's ST TOENAIL Detail. 10)In Me LOAD CASE(S)section,beds applied to gas face of the hers are noted As front(F)or back(B). LOAD CASES) Standard 1)Dead a Rood U.(baiancad):Lumber Incre..1.25.Fiats Increase=1.25 Uniform Loads(pit) VM:1-2=L0,2-9=60,9-10=60,18-21=20 Q ed alVM/yaWpngrenwneveMafAe N01E5 eN1XI5 ANO MCLVOEO,WIEa PFFFNANCEVP6EYp)1]anv.laaYtlleaEFWiE UeE Ntl{p vru Iw ue .,Nm MIiM,D Connects.RGdeag,s bawl oMVurn paanelers Ywrm,uM h1a 1m.1.dIWlrp mryrorvnl.ro1 mmsyNem.2alaa w.MeI:JIIXy1daY3rermuroenN l6e grA1w14M e1tletlp,r+xaw+Inn wa qq� Irwn�+nlex,t W-Mp mro lMovaidl dAlUrq�YpD aaatlp lnAcaletlhla PevanldcdllXr n11rvM1ui lnmwea atllu cnxx,lmmLLcriuYb PJWM1,M 1emMay wJ[Rrmaenl balM !rek' kawaysrer4Aeela naMllyaul to weved mngxievmmpoode rcrwnvx MN�ww*nvd�e . rowueneidould—,clinJa., 1aMkaMm aMr<pn.dk,v .eracllmm] ...Ml OuaYlV arl..Da6as.peal...CmnW^enr eW1FW=van Sdervrr4ampam av,ldYe tan I—Hate xMMDe.V.hi lee..aJle Jtz nbmraM VA true Tact R.33610 Job Tl Truu Typo Op Ply Tf0124641 12129TOA T32 HIp GNx I t Job 16 M,Toe o wM Bukirq CellpwWM Supply, Jeclmmnik,FI32256 Mc?NA L?b WM of ljApO ulj .l Mon Feb 1311:09ml37) Pe9a2 ID:p)50NbPWc?NS9eL?bAw2FBnelijApOrx051XNLw4o_TN_irldvwNOJwnl3]IOw9bZu LOAD CASE(S) SWftrd CancentrWW Loads(Ib) Ved:2=W(B)6-97(B)9=97(B)17—81(B)11=61(B)14=81(B)6-97(B)25-97(D)28=-W(B)27-97(B)28-97(B)29=-97(B)3 --97(B)31-97(B)33=-116(B) 34=-159(B)3r l(B)36-61(B)3]=41(8)30 61(B)39=A1(B)4D=81(B)41=81(8)42-81(B)43-159(6)"=-223(B) QWAMNNa Y�IIfOs'pnpremrly� XOTB OE fEPINC[PIOf1Pf4Am r4UYAI6 BlIO/IE USE IEKT WNM MY WIn AY�ekU M.Rh]eYp�i Miwt �I+ .9vw.n.wM 6lwm MM^Yq LmkWgcanWienl.rol MmaySata pel I�flp 4.yre Ia nN IM q.M'Y4Na(1rYpnl lenatllattwAYBcwM��m4�Mo ryieouwtll WBg Wyp . 9 p Mr 1 I - II NI I MMl AI W mJ/ lu ]mamtaiacMy.AdQlbrv�l lemgnay Vglam�TunlpmYq Ilk" ttlwary epledl MY Itl a II rsR f mye.1p¢ncxtl gLL]am�ep.�hpM qpy ParW Em BWd, SdEIY Irlpmda�wdada trwn liaflola 9141111m11e.9 HN lex warl. 1.41'I,No�miNa�m1N1 �•05Ed9 mIBCL&ifpConpolwnl Te rya.FL 3b10 Job The" Team Type Cly Ply 0282 f2f29TOA T33 Hip 1 1 Job Ifi M(TOa OOAorel1 BUIMIr,Compmxlt Supply, Jed¢om411e,fl32258 c?NSaL?oAvoftaf4 klndlclrKe.Inc. Mon FeD 1311:09:46201) PeAe1 ID:p)90NDPWaiN3e5L9DAW2FBtle14BMNp2He13gsCYENB15VM15eNiS32TNInaxSctZaZ H 131-14 16118 1892 2409 91100 ]-10.15 32-15 2-810 i 2510 52-05 )-0LL15 I Scale 155.1 ndo= w- 7vt) W Fl2 3411 36= = 2p 21 5 8 B 22 In ryll` A 1 ) R �9 !7 d 12 11 10 8 0 fee 11 'LN II .10= 0x0MT2N19= 41 34 11 56 11 ]38 )10-15 13b14 15118 1% 2 2441 -]-0 31-11-0 ]3-6 6]- 5215 ?P10 2-990 52-15 7 7 1 PNte OASNs(XY)-- 11:0-280-1-9112:0-5-19Edg1, 6:0S19EW9e117:0-2-861-91 LOADING (put) SPACING 2-0O CSI. DEFL In Jim) Vote LN PLATES GRIP TCLL 20.0 I Plate Grip DOL 1.25 TC 0.68 Velt(LL) -0.22 9-11 >999 240 6820 2W90 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Ved(TL) -0.57 411 >669 180 MT20HS 1871143 BCLL 0.0 ' flap SUem Incr YES W B 0.39 H.(TL) 0.14 7 Ne h s BGDL 10.0 Cade FBCn14fTP12007 who,MS Weight:1461D FT=20°6 LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Structural woad sheathing diiactly applied or 2-2-1 oc purlins,except BOTCHORD WISP NO.2 2-0-0xpumm(2-106nnic -6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 80-13 m bracing. WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 RFACTIONS. (Wsize) 1=1277658,7=1277M-58 Mex Horz 1,15(LC 11) Max UPIIR 1=-141(LC 12),7=-141(LC 12) FORCES. gb)-Max.Comp.Mfax.Ton.-AAfomes250gb)arlessexcepierhenshown. TOPCHORD 1 2=2546312,28=3048/841,3 4=801&341,4-f-304)/644,6-0=-2546/511 BOT CHORD 1-12=4092288,11-12=413/2281.9-11=-537/304),8-P-006)2201,)-&-4032286 WEBS 2.11=-167/1011.6-9=-170/1011,3-11=WX147,4-9=-39Y145 ROTES- 1) OTES1)Untsimicel real live loads have been vmstlered for mus design. 2)WIM:ASCE)-10;Vu1b130mph(3-second gasp Vaso=10lmph;TCDL=S 0,O;BCDL-5.Opa1;h=25t;B=r45ft;L�1f;eave=41;Cat. 11;Exp B;End.,GGpe=0.18;MW FRS(directional)and C-C Edador(2)0.00 to 32-5,INedor(1)3-2-5 to 7-7-9,EMeMr(2))-)-9 to 28-&9,Interkuh)28-9-9 to 31-11-0 zone;G-G for members and fomes 8 MFRS for reactions moven;Lumber DOL=1.60 plate gdp DOL=1.60 3)Prove&adequate drainage to remain water ponding. 4)AI plates are W20 plates unless otherrdae Indicated. 5)This toss bas been designed for a 10.0 psi bosom chord live load rwnconwrreM Mth any other live loads. 6)-This truss has been designed for a live load of nApei on the bo to n chard In all areas where a rectangle 35 0 tall by 0 0 cache MA fit beMaen the Wt=chard and any other members. 7)Provide mechanical co meolon(by others)of Vass to beefing plate capable of a hstarding 100 th uplift at Joni(.)except JH,b) 1=141.7=141. 8)Graphical pudln representation does not depict Pre sem or the orientation of the pur in NOP,TO lop ansPor bottom chord. Q Weavers-IYN'4W4m pramtlan N RE40 MOM M TMG ANO WLLUOEO YIEN NEFFAYICE teas a eosA .ease rb/If ONE IIaE ceop,.for us MY M1alaWDconrecro¢.,0 o eurIs V WYupmp>tamelesflwwn aM61amF]NOq dMYgce»xvamnl.ml o pu¢'y bv.e¢e IMIMQyda$awMnlvalN rysmlMc.",11rtlMprpuaneiersmd VweM nca�rob aAtlegrblo Te oo4rl ptlrfordsO9n. N1gIrvM.uletlabpevenidrepYxl dlnMAW M1Yswf.'1>atl/acMtl memMiaYy.MgR»19nnwaYaglsnvanitla9rp 6dwuyire[aletl M-`v lu rveuwnleWrTte Wm pav3 ,-noi,Wondlu,-rl.robe."evoordplMMca rep'aRpA¢ gyps Pnb EaYeW. MVNdbI ibo2e,hJlcery,eraYM ml MaArp olMwnaq Irlm Mlemi tee/iX91/TI pvyry ClllnN,OSBM aq BCL MrElq ComponwY 9dalyebmrWar pWepe Gqn LISINIe xu1MDe.21e N.1ee51reet SJk312 Ne[m1h VRYAI<. Tarrye,0.38910 Job Thom Trues Ty"' Ory %Y T10424813 12InTOA T94 Hlp 1 1 Binding Compalent Supply, Jaclubabolle,FI32256 6.0108 Apr 2)20166 MiTek Industries,Inc. Mon Feb 1311:09:4]2017 Paget ID:p]Sd1APWc9NSmL]Mv2FBLeMi`aBGdfigB_39O�NboOAwJAKO6og1da2%RKW12xIRY ]-00 61095 ti11d 2261 2491-0 31-01-0 )AO 2-1615 609 609 2-tU15 h60 Svele=134.] e= 2[4 11 h10= 600 FIT1. 20 4 21 de, 22 2 9 bol 1e 'n 24 a no IN bad qq1 ] d �e 10 9 9 Sas 11 46= ]oto= d.6= 5e5 11 638 81095 440 22.1 22-]90 31Bab-11-0 8 ] Plate Oflaeli 110-2-1290-13113:0-5-13 Etlpe115:O-St&Etleal l):0.2-120.0-131 LOADING(pa7 SPACING 200- CSI. DEFL In pec) Weil W PLATES GRIP TCLL 20.0 Plate Gnp DOL 125 TC 0.66 Ves(LL) 4.17 9 >999 240 WIN) 244190 TCDL 10.0 Lumber DOL 125 BG 0.82 VedQL) 0.42 9-10 >919 180 BCLL 0.0 ' Rep Stress Inc, YES INS D.23 Hor2(TL) 0.12 ] wa nk BCDL 160 Code FBO2O14/TPI20O] Mani Weight 15th FT-20% LUMBER- BRACING, TOP CHORD 2x4SPNo.2 TOPCHORD Stmclural wplletl wood sheathing directly aporII cc Purim, BOTCHORD 2x4 SP No.2 except WEBS 2x4 SP No.3 2060 cc pulllns(3.4 max.):3-5. WEDGE BOTCHORD Rigid selling directly applied or311-9 oc bracing. Lett:2x4 SP No.3,Right 2x6 SP No.3 REACTIONS. (INsize) 1=12"/05-8,)=12]]05-8 Men Hl 1=5](LC 11) Mex Uplift l=-141(LC 12),]-1411LC 12) FORCES. (Ib)-Mex.CompJMax Ten.-All loves 250 gb)on lase except whm shown. TOP CHORD 1-2 24&4522,2-3=-2286/496,3.4=-2535/58],4-5=-2535/58],5-6-22864196,3]=24851522 BOTCHORD 1-1p WW22,9-10=-MW110,B-9=S4MllG,)8-41]/2202 WEBS 39 12]/61],49=d3]/183,5-�-12]/81],310=-121323,5-8=12923 NOTES- H unbalanced hoof live loads have been mnaldared for that design. 2)Wind ASCE 7 1O;Vult=130mph(3-second quad)Vasd=1 Ol mph;TGOLd.0psf;BC01-5.0ind;h=25th;B-4511,---32ft;eav r-,Ifl;Cat. II;Exp B;Enwl.,GCpl=0.18:MWFRS(eirectlonal)and C 0 EAerlor(2)0-0-0to 3 2-5,IMerlohl)32-5 to 9-7-9,Ederiod2)9.7-9 to 26.9-9,Intelaor(1)26-9 9 to 31-11-0 mn%C-C lot members and forces 6 MW FRS for readions adwwn;Lumber DOL=1.80 plate 9dp DOL-1.0 3)Provldeadequatedtainegelopmvent waterpodling. 4)This truss has been designed fora 10.0 mf bottom chord live load honconcument with any other lave loads. 5)-This truss Ilea been designed fora five Toad of 2O.0psf on Ilse bopom chord In all areas Memo rectangle 3L-0tall bY2-0-0wde *it fit belwaen the Whom chord and any other rampant, 6)Provide mechanical connection(by others)of truss to bearing plate capable of w9butanding 10 lb uplift at Idm(s)except gt=1b) 1=141,]=141. 7)Gralmeal aurin mpmsen Wn does not depict the sire or Me onentatdn of the punin arch,the top andror Whom chord. MR Qw.saxxa.wwyewy�n...iw...iene�oxorztox sxroam nnuaeo wrtxeesu4xcasaaernn,...noovere seroae use DaMn WdlawmaiY�Nn atleYdcmrecb21n4.dM43mphmetlrNYrwrxr Wanalers4xrxn.aMpaw m MIv4}p hipagcmN><'+m1.ml lmamearore raa.nw aAdma 6a9{aa awuicenh magxra=mlhad4n raramaw.aarxwanvnraB+Nad IMdsLL3n motnawardl I+Aotp6ei�rrMiTek' pdwgirepeM MildMW mtlloweYamcal4ea xM lw#Ae Ywm✓l hMeY mlwW tVdniryAe.lgip✓ya Pwlwae rtyadkg ne ameveMEW M. I.YaCOIbM1 aMoan.tlHHwy.ae[:4nm[I IeaLgonMwaraM bwrydmne xeaNsl/IpI wfaaXwlo,bfads aq ICL&ifgCwrpwrni kINY IIAmaXOn wmWe M1an am IMe MXNe,41a N.lee Sacel.S11e 314,NewwmLh vA'.R431 E. Teras.FL ta610 Jab Tod" T.Type Ory Pty T101246H 12129TOA T35 Hip 1 1 nn ng MITOn m„ome calaft BMMirg Component Supply, JacksomilN,FI32258 B.ofos Apr2Bl7RITeklnduNDes.I DW Fe61311:69>O M4UXUage1 ID:p]SdNhfW/ctNSeY7DAw2F8]1e14]kUZRgKb56vmYWZeW%PT1-11" 1M1VPn&494%UNZs% LO6 11-1016 15 9 2041 251610 31-11D 606 5169 169 409 S16B scale.164.7 ads i 4b= 69I S W 12 a 21 oc 4 22 6i 46I 2 - 6 a 24 qi d ] �e 12 10 0 B 56 II 2H 11 4:to= 9x3 Mf20fr6= 410= 2e411 w1 Boe 11Jb 1140.15 2 1 ]-10 251010 81-11-0 &P6 S3-0 ]- 61-2 6]-B 5J1 1 606 Plate00eels fXVl- 11:02-12.D613L p:0.2-1204131 LOADING(psi) SPACING 240 CBI. DEFL M (roc) vow L/d PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.49 Vell(LL) -0.20 9-11 saga 240 MT20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.83 VdgTL) gal S11 >631 1W Mill 187/143 BGLL 0.0 ' Rep Stress In r YES WB 0.30 HoddTL) 0.14 7 We We BGDL 10.0 Code FBC2014/ pll Matdx-MS Weight:15910 FT=20% LUMBER- BRACHN TOP CHORD 2x4 SP hil TOPCHORD Structural wcotl sheathing directly appeal or 338 oc pudfire,accept BUT CHORD 2W SP No.2 240 cc pudirs(41-7 mec1:35. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling diraally applied or 9-0-2 or,Gracing. WEDGE Lett:2x4 SP No.3,Right:2o,SP No.3 REACTIONS. glnsme) 1=12]]/05-8,7=12]]/05-8 Max Hor, 1=]1(LC 11) Max Uplift 1=-141(LC 12).7=141(1012) FORCES (to) Mal Comp/Max.Ton.-All forces 2W(g)or less except ellen sDom, TOP CHORD 1.2=-251&502,23=-2119/454,3-0=1899/454,4-5=1899/454,56-2119/454, 6-7=-2516/502 BOTCHORD 1-12=-419/2256,1142-41&2256,9-11-34&2053,8-9-41 MM,7-8-[122258 WEBS 2-11=-424/140.6-9=424/140,3-11-81/53$5-9-__61/532,4-11=34]/111, 4-9-347/111 NOTES 1)Undcanlced roof live loatls have been considered for the design. 2)WIM:ASCE 7-10;Vul1=lWmph(3second gmq Vaso=101mph;TCDLd.Opsf;BCDL5.Op51;h=25X;BBARI,-L;eavedfd Cal. Il;EMB;Erol.,GCpi=0.18;MFRS(directional)and O-G Exterlor(2)0-0-0to 3-2-5,IMetlor(1j 3-2-5 to 11-52,isda (2)1 Y5-2 to 2540,Ilderlodl)25-0-0to 31-11-0 mne;G-G for members and forces 8 MW FRS for humbons shown;Lumber DOL=1.80 plate gtlp DOL-1.60 3)Provttle adequate Manage to prevent Water doming. 4)All plates are W20 plates unless omerelse indicated. 5)The truss has ben tleigned for a 10.0 ped Wham cland live load drdoncurrent with any other live pals. 6)•This trues hes been designed for a live load of 20.0pef on me Oodom chord In all area yorere a rectangle 340 tall by2-00 Wide will fit harmed the bottom chord and any other members. 7)Pro ode mechanlwl odds ction(by oelers)of Wes to dealing plate capable of elll standirg 1D to With at jangle)except Otdb) 1=141.7=141. 8)Graphical poilm representation does not dal the sl2e or the indication of the farm along the top anon bottom chord. A.. VMI[MNenpvenwfmmJPFda NOES pL]M6INO NCLVOEO MnEN eEEFNINCEVIGEW]I]a m.cada.,BEFOMEV4E fir.f s-on'Nm MnekAmnnecbrs.Rk tleslen kbaeJ aYy u{nn gianate¢iMmn,arxi kra an MIWAId WMfiq cangebnt,cal I�M6ipM.rn.aela9�.me,�Y�wp 6gpre�m¢ImMly tiro g4s".liv oltletlnn ryaonolpa-v,,Ass-e-.85�6�Yeo II'awatll Autg'e, auanar.awrookroAa.«4ruwwmuaMdw lN6waDaG/a cnwdmarcrrsauv.rnuaNin darts aapamv.anlv�vxr ME xw.ay:renA�dtornmlNmdto aewent�olla wnml>ormlal�rerre MrvmdwwAlvdari�a.wrpar�e Wdawe raa�aMlre sass ild�e,tlelhosdCMugly Ygol ln.... lnssylprM1 SaaµY/MIGWIFCMwIo.elk�l9me CY WYT9eanparxnl 1,111.111 Pnb.111 SdMx YwannW:n awSYAe flan lrieahole hllP0e.218 N.1ee5fiue1.91b]12 NeaxgM VAR2911, ierrya.FL 3!610 Jab Trues Tasalrypa Oty PIY 0 24045 12123110A T36 Hip 1 1 JM Ref MiI OK o mons Buildup Cdnponem Supply, JedvomilM,FI32266 0.010sALr A0 11:09,19 2017 Page I 10:p]5larl-89NSmL'MAw2FBne14tY90JIryMIFnP151iO3ed.1 .0 YFntLJrpE3x8Z5W 510-0 11414 TO-15 10x1 1B1F0 2640 31410 5400 619 1141-0 41-2 1-117 Btd S1a0 Sve.-134.8 me 6rt i 'h4 II 4 21 5 9N II 6.a 12 3 6 p 23 ads1 461 2 ] B 24 1 0 �a 12 11 10 B 5xs_ 2x4 If 10012= IM12= 2W II yids= S1a0 1Lfl9 i134a15 teal 10.119 20-t-0 31-11 SIaO 616 21.11-] 4IN 1ma e19 S,.a Plate OXeeta IX.VI- 14:0.1-1309-01 (S:Q1-136301110:0-58 Eda0L(11:b53Edoe1 LOA M(pat) SPACING- 2-00 CSI. DEFL In (lac) VdeB Lad PLATES GRIP TOIL 20.0 Plate Gap DOL 1.25 TC 0.84 Ved(LL) 0.55 410 Ni92 240 MM 244/190 TCDL 10.0 Lumber DOL 1.25 Be 0.91 Wg(fL) -0.989T0 >389 100 BOLL D.DRep Stress is YES WB 0.62 Horz(TL) 0.10 8 We No BCDL 10.0 Code FBC2014?P1200] Mablx-MS Weight 170Ib FT=20% LUMBER BRACING- TOPGHORD 2x4SPSS-Exved' TOPCHORD SlmcamlwoodsheamiWdrectlyappliO or31-0ocpudlns,6x t 4-5:2x4 SP No.2 20O o Name(288 max.):45. BOT CHORD 2x4 SP NoA'Exmam' BOTCHORD Rigid Wiing 0iredly applled or 9&6 xbradng. 1011:Zx12 SP No.2 WEBS 2114 SP No.3 WEDGE Len:20 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ibeize) 1=1277N68,0=1277M-58 Mar Horz 1=82(LC 11) Max UDIIX 1=-14HLC 12),8—141(LC 12) FORCES. (m)-Mpc Comp.Mex.Teo-All(Dass 250(Ib)a less except wfien shown. TOP CHORD 1-2-25]9/494,2-3=2041/435,3.4-1]431440,45=-1031/442,56-1]43/440, 0-7-2041/435,7-8=-25]9/494 BOTCHORD 1-12-4162383,11-12-4162303,1611-25511]99,9-10-409(2328,8.8=408/2328 WEBS 3-11=7/509,610=91509,2-11=-]02/1]2,]-10=-]62/172 NOTES 1)Wbalancad fool live loads neve been consideree for this desgn. 2)Wind:ASCE 7-10;Vul1=130mph(3-9 v d gust)Vasil=101 mph;TCDL=S.Opsf,,BGDLd.Opsf;11=25ft;BdSR;L=32X;leve-Ift;Cat. IC Exp B.Earl.,GCpl=0.18;MFRS(directona)and G Etderlor(2)660 to 3-2-5,Intialor(1)32-5 to 1331,Extedor(2)1331 to 23-2-2,Intehor(1)23-2-2 to 31-11-0 zonee C for members and forces 8 MFRS for reactions shown;Wmber DOL=1.00 plate gdp DOL=1 60 3)Provide adequate drainage to prevent water pondI g. 4)This buss has been designed for a 10.0 par WHOM chortl live load nonconcurrent Wh airy Omer His loads. 5)'TMs mass new been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 38-0%it by 2-0-0 wide MII fit between to bottom chold and any other members,with BCDL=10.Opst. 6)Provide medlanics comecflon(by others)of Huss to bearing plate capable of withstanding 10016 uplift d Idm(s)except gtJId 1=141,8=141. ])Gmphics Form representation does not deplc1 the was or me orangutan an of the Wrlln along the top and.bottom char. Q WIRRNY-Yvtly M.4mpv.wra.u4REI0IptE8QY IW4 ANGWLLVOEa Max RFiNMNCE pApE4p)OAnr.f0.is'""ole SE Itm4r Wp Im vecrYYMIh MIIelAcmrgctm RBtlefYJra Lv,3OaiY Wcrr lbanrelers Mvm.aW kla m h11NtluW IrMtlry caninxnienl rot Irvaryvkm.Betas we.IM diflp C dya mvtivdAy Re ggkinlhot tlr,4T Pamnebrsmq PrsGmlY.umnmoM:awdMpnlnto Mr ovmdl PAa.9d6Ur.d«n9hacrnea4to Pawal6«urgamdNaua nasswee«wPc«mmaromamv.pda4mJlemPNw Pv]Fmrrrmwm P«4B k• a dwRrn ra9wae for d«MY r.rd io aam4 cal.pM wmi r'o'ad vaaorJ Mry mid PCGar1Y dangle. 'a eerMa 64emraa ragtag ire fYwxlbR norude.lleMerY.aechnatlnn lrq rsrinve[ud mi¢MnWnc H9V1Y/INIWlIY CIaMo.Wad9aM aLY WIIMpCmrys.M eBW v.AL Er B.tl. folYy IMamoXm wtlMAe M1an Irru FLR hMiMiM 21BN tee SIrw1.5Jb312 Nam Jia VRS1314. T.np.FL TJafa rJob Truss T.Type (MY Ply 02&6 12129TOA T37 Common 3 1 Job Reixerca Orval BWMIrp CamporoN SUPoIY, Jackcorrvilk,FI32256 9.0?NssL2O2018MIT"7WWMeelnc. y Feb1311:09:50201TPage1 ID:p]SENOPWc9N&esL1bAW2FBzlel4i]cINOO]3NeppyGlmiVxxwJY FOUOOYgcNNSV 5-100 1191, I6-114 1811, 261-0 31 l a 5960 614 4-09 60.0 &1-8 5100 even. 5.00 13 f:W.1 eve tress= e ass 24II = aw I as c v zs as c 5 e 0 18 a ms� 4w 2 10 z3 se q 1 n 2 Ie 5 14 13 12 ye= w II ladle= IM12= 24 II eve v-160 11-114 15914 1811, 239-0 31. 11 0 Sd60 614 4p0 L40 &1d S16O Plate Chains(XY)-- 160-3-00 1 113:058 EtlaeL 84'0.5,Edael LOADING (psi) SPACING- 2-0-0 Co. DEFL In (roc) I red PLATES GNP TOIL 20.0 Plate no DOL 1.25 TO (Less Ved(Ly -0.5112-13 >744 240 &4T20 244/190 TCDL 100 Lumber DOL 1.25 BC 088 Verl(TL) -O.T212-13 x533 183 BOLL 0.0 ' Rep Stress mi YES WB 0.5ss Hxz(TL) OA9 11 We We BCDL 10.0 Code FBC2014/TPI200T Metrix-MS Weight:182 Ib FT=20% LUMBER- BRACING- TOPCHORD 2e4SPNo.2 TOPCHORD ShucWmlxwdsM1eelMng tllrectlyapplietl w3-3-t2 ac putlins. BOT CHORD 2x4 SP SS'Elmept- BOT CHORD Rigid telling Nrectlyapplletl or 100-0 w bmdng. 13-14:2x12 SP No.2 JOINTS i Brece at JI(s1:16 WEBS 2x4 SP NIPS WEDGE Leh:2x4 SP No.3,Right.2x4 SP No.3 REACTIONS. (Ib/size) 1=1277N5-8,11=12771050 Mex Horz 1=-99(L0 10) Mex Uplift 1=-141(LC 12),11=141(LC 12) FORCES. (Ib)-Max.Comp.Mtax.Ten.-All fomes 250 gb)m mas except When 3hmvp, TOP CHORD 1-2-2532/419,2-4=-21316f81,4-�-1857397,58=-25,4120,rF7=-254/120, 7-8=18571357,810=21311381,10-11-2532/419 BOT CHORD 1-15=-3242329,1415=8242329,13-14=-212/1922,12-13=32422]8,11-12-_-32422]8 WEBS 5134 14=014482-14=1354122,10-13-654/122,5-16-1]181308, ]-19=-1]931308 NOTES 1)Unbalanced moi Ilve loads have been considered for this design. 2)Wind ASCE 7-11,VUIt=130mph(3-second gust)Vasd=101 mph;TCDL=50oad:BCDLd.Opsf;R25fl;B�Sh;L=32h;eave-lft;Get. II;Exp B:Erol.,GCpl-0.18;MFRS(dir arlonaB and C-C Elderbr(P)0-0-0 to 3-2-5,INerlor(1)3-2-51015-118,Eldedor(2)15-11 8 to 19-1-13 zone;O-C for members anal ford&MFRS for reactions spoen;Lumber DOL-1.60 plate gnp DO1=1.5D 3)This/mss has been designed for a IDA psi bottom chord live load ronconcunenl MM arty other live loenb. 4)'TNIs fides has been designed bra live load of 20.Opsf on me bottom chord In all areas Mom a recfari 38 0 tell by 2-0 0 Wade My III between the ban.chord and arty other members,with BCDL=10.0ps1. 5)Provide mechanical connecflon(by others)N more to bearing plate capable Of WlthelandiW 100 to uplift atjoMN)except gf=1b) 1=141,11=141. IMv3WMakxVW1�lx4aW4Y/`Mn pINWIeMnIyeYrx@.v velese0N.0llYIcetls easY3n166tnRrvNO]YMLYPua{sm pmxtmPetenflroNwn."aoWuras Mm MmW10a.tll `oO,QnWw [WrAB9gmc�anUf�3-'E1m i rot 000pwl mut valN iM[glIc2YN or oeiii Oot--els atlSoPom,aCM+mala st Ox9an—m- —on G1Jg WSIp11. BOClq Macarea l:t„meveml lxwtlhy aNMM2[11mmwMad/a Jwcl meMirdYY hWllbvJ lemFaaY a1]FemnaertlaacYq M ele axNeRn1PA�MskdlNaul to ylevtvOCWlgte WlmroSlMn pgvwrJ LaxYm]pgxrly Wn�s.rw�rwral9lMl eleP dn9 be h1xGAvl wxMm nmlbaStfipofimesaMMmsyimniw, 1 adIIW.eOldamq atN&tlrPGarywwre dew PeM EM HMylNamoloncomical flan Ia FWIe YOe,218 N.Iee STee.9Wx 3I2.NiOnoon4 VA M14 aM. Telrpa,FL 33m0 Job TrussTum type ON Ply 0 484] 1212BTOA Tail RDol6peciel GlMer 1 1 Mb 16 MIT e(nnRmell Bul6lg GoolpoleM 6upply, Jecksarville,FI32256 8N1 L?bA2 F +6MRekln ru dMgq Mon Fe61317UJSV20lHgFzl 1 ID:p]SdNhpWciNSesL�bAw2FBxia14-OWkULjrepafte OMCLtlMu4s]UJ69'1ngi1H9FxIIST 5100 +0.30 �1-0b8 1S1P0 1&1LB 258.0 ?.�_ L 4 3364 fit930 6130 L1L0 1-2d 4P0 109 S88 O,a LS4 330 1.12 Code=1623 5.09 FIT B 3N- 2x4 11 ° 3M- y6 c 5 an 11 ] 3 4 B 18 4,051 2x4 II 4M R B &12� Md2- la ruaED 4pcM1 A +z �q�lti tJ 10 +] 16 15 11 27 13 deft_ as 11 10x12= 10,14 M12041i 4 5= MILEDnides 5900 11-114 1&+1-0 2442 1831-0 3084 3tB1 11- 5100 i 614 300 1 4810 t$N 654 364 1112 Plate Offsets(XV)- 11:02-00-1-BL b:P300-2-0L 110x04-003-OI Ifl:G5iO4-121 h2d"-D.04101 117 OS 8,0-5-01 LOADING (psi) fiPACINO- 20.0 CSI. DEFL. In trod) Ude1 Led PLATES GRIP TCU_ 200 Fate Gdp DOL 1.25 TO 0.68 Vii -0.411510 x999 240 MT20 21MiB0 TOOL 10.0 Lumber DOL 1.25 BC 093 VOML) -0.9015-10 x401 100 MT20HS +8]/113 BULL 0.0 ' Rep Stress Ina NO WE O.B3 H02(TL) 0.09 12 nae IJa BCDL 100 Cade FBC2014RPI20W Maldx-MS Weight 22216 FT=20°6 LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural eootl sheathing dlrecdy appllad or 2-54w purlins. BOT CHORD 2x6 SP No.1'Except' BOTCHORD Rigid calling directly applied or 1 000 w forcing. 12-16:2x5 SP SS,1617:2x 12 SP No.2 WEBS 1Raw at undid 016 WEBS 2x4 SP No.3'ExcepP JOINTS 1Braze at Jbid:19 10-14,1143:2x6 SP No.2 REACTIONS. rmize) 12=142610i 1=13990i Max Hors 1=-103(LC6) Mex Uplift 12=-183(LC 0),1=156(LC B) FORCES. (Ild Max.ComPJMsx.Ten.-Ail tomes 250(Ib)or tem except wren shown. TOPCHORD 1-2=484M3.2-0=-25391328.4.5=-22131332,5 6=-2612],5-0=-2520], 7-8=-2204133.84=-2547/32],310=i01 VM2,10-11=-2901/3]4,11-12=21kesSn BOT CHORD 1-1 8=-28 3261.1]-18=2632(510,16-17-10&2903.15-if-399f3680,14-15-691 134 L-d5U5594,12-+3=-3242591 WEBS 1414=-51]1102,10-13=-2093/3+9,11-13=119/11K4-17=MIO,8-16-01651, 2-17=-50&93,946=-1853235,9-15--371869,ftYl -217312111 19=21 6 62 9 2, 7-19=-21661292 NOTES- 1)Unbalanced of IIVe loads Indus been consoci for Mi.design. 2)Wind ASCE 7-10;Vuli 301(3-secant goat)Vasd=101 mph;TCDL=S.Opsl;BCDL6.Opsi;Iftioi 8 51;135X;Inni 11;Cat. II;EV B;End.,GCp6C10;MW FRS(diraclronrg;Lumber DOL=1 e0 plate gdp DOLLIE0 3)Proi edequat.drainage to prevent wefarp0rdd, 4)All pleles are MT20 pIslas milead olhervnse indicated. 5)The Ideas hes been designed fora 10.0 pet bottom cord Me load nonwinvuent win any other live loads. 6)`This law has been designed bra beer load of 20.Opsf on the bottom Mora In all dram eltere a rectangle 36-0 tall by 2-O-0 Wide Will fit between the bottom cord and any other Members,wdb SOUL=10.Opal 7)Provide mechanical connection(by others)of three to been,plate capable of withstanding 10016 uplift at dnd.)except 01=1b) 12=163,L-156. 8)'NAILED'indicates 3 1 Od(0.+46'x3')or 3-12a(0.148 14811 tone-nails.For more details refer to MTek'e Si Decal, 9)Hanged(s)or other connection devices)shall nd provided sufficient to supped concentrated load(s)44 b doer and 4516 up at 33E 4 on top MOM,and 221b down and 21 Is,up at 333E on bottom chorm The desigreselection of sunt connection dendme s)is the responsibility of others. 10)In the LOAD CASES)section,keds applied t0 the face of the wee are noted as front(F)or back(B). LOADCMSE(S) Standard 1)Dead a Roof UVB(bMencedi Weeder Incrtme=+2.Plate InOream=1.25 Awds d Vu4y a,Y,y,pua,wdxtma BFAO Na1ES PV IMIHd NLt✓OEOYIIEN BEFEMHLEYN°E/M)1Mm.14WNI6 BPJalIEYY. olnvayLem aelpe+uw.iM MN Y1{I cpM lilelmlu[Iv+mllyiMr4XxheWlNoldetl(Inlbnlnelen r,rl pR lax.MWaq lwNaxa<dnp>twnl.rot Wd'gdef�li.d'aNe��Rlowev^a1G¢MBp oNMMdW lmaweD m]Iu ctnd membersa4Y�v�y �F�adipereareent� Mose .monsomkxNWdar-forevaBc no. d wale w�><x.x wv lFw�ma.r,y�.r.x eRreralaxaelearepoantne kxvkolWr Narye.aelNay.a'xlbn rnitxacllgntlnma[m]Buary[Ianx m+NNWINr GdlM eareM.dakdegapCNNMgCgrppWll rewvnb Baa. 9yelykYmnaapr awlttlellan LimfYNeMMB,,RIO N.Ieealreel.aJ1e 312 Nemrtlal VAR1311. red,FL M3.i0 JOO Trus¢ Twe4 Type OtY Pty T1092480) 12f29TOA T99 NOM Special GlNer i 1 beml nuwlrq wmpdplp eupDlY. J+ekeOOnlle,F132258 BA10sApr2F2le iaMOkIIMUNes,Irc. MOn R61311u32201] Pape2 ID:p]5ENIIPWclN5esL4bAW2FBzieiLOWk0.lLpegCMG9gKOMCLEMu4s]UJ53inBI1HBFZIIaT LOAD CME(S) StanJarl Liolonn Loads(pit) Vert:1�,&10-_Eo,10-1T=6Q 11-12—S0,20-23-20 Cawe11Batecl Loads Ob) Ven:13 -22(6)2]-9(9) Y WAFNNfi-Ver Xy Mepn WrYmrniml PEIO NOES ON 9XSgHO.WLLUUEUMIIENaEFEMNCE IAOE M6 F1Am.fO16101a BEEU/IE USE �'' �A' wll[I laws uYY M1IxNK anlreciwsTI-I ft-", -", wYY V✓Mt*�oiMms Wvm.nM bla mnMtlM dA9gcanpvnnL rol WQIw�nPlBxlw YwkMaUUblo�gevml tucMB ddN%MNlllucacdxtlmelndm MYIAWYIM ianp'x�nlrewv.�ddaxw N— ubd leq.MkH,Idylnarcflupwae µ1ln�mwP�ma dW�'PWI.n.kaU MiTeK sdvICOIM Bo Jn.<wlNmyae[:Mmldollnnw[axf llu¢WYlbniwMHL/IFII GIrlY MO�tW awWC e Tam. Fre Ili EMnr neannellm wtlkFAe now lm rowE.nnne.zlaN.leewreM.sEwalz.rraaraw.vArrJle. T.eP. a aas Job ;i 1, Toda Type OtY Ply 1212pTOA T39 Pool Spacial 1 I 710424818 JM RBlwIy oForel BuilGnp Canponenl Supply, Jetlmmilk,FI92258 .OtOSApr202o1616Tek lnductriu,Irc. Man Fah 1911:Og69201] Pege1 ID:p7S N,PWC?NSesL?bAw2FSzlaf4-UiISWgkTP_IMP%x7iTQIQWomBYlorvMhrQwZsS 5392 ]-1192 16]-15 ISi FB 22294 2844 31$d 31-0b0 5312 2-60 183 fiJq 686 616 1Qp scale 1d1.2 sued FT Alo 5 I 4 i 24 25 ass S8c 6 `\ z ass_ ]na= 23 ] t g 8 a t6 15 14 ze 13 1R n 1p 45= 3e A1T20H6= ard= 4v5= 4,12= 'd41 irst Sea 11 safiMIZIx16= ]-it-12 10.]-15 16116 Ill M-114 2883 81Ed 34110 ]-1f-12 243 539 1614 12d + 666 l 16p 3112 PI=N Oftset3(ICYI-- 11'03-00.0.81 I4P23 0.131 I6'QN 62-8118'0-44 Q2d1111'QS 2 1 LOADING(pal) SPACING- 2-M CSI. DEFL In Qac) Well LAIFF2..H8S, GRIP TCU 20.0 Playa Gap DOL 1.25 TO 034 VeQLL) -0.2811-13 >999 240 2W190 TCDL 10.0 Lumber DOL 1.25 BC ON Ve0(R) -03511-13 >558 160 18]1-143BOLL 0.0 ' Rep S(me Iher YES W B On Ho¢(TL) 0.14 B Na NaBCDL 10.0 Code PBC2014/1-Pl20O7 Mattlx-MS 821to FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2-ExcepP TOPCHORD Structural wuotl sheathing directly applied or 2-2-0co putlhw. S]:2x4 SPSS GOTCHORD Rigid telling directly applied or 2-2-0 as bmdng. BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:20 SP No.3,Rlgbh 2114 SP No.3 REACTIONS. (Ilbsiza) wa,7/ rnt,,0=IS;7Q5-8 Max Hour1=-103(LC 10) Mall Uplift 1=-154(LC 12),9=154(LC 12) FORCES. (lb)-Mex.COmplMax Ten.-All lomas250(to)arlass except shen shown. TOPCHORD 1-2=-281&49.23=-2801/48865=-198W412,S 2999/615,8]-4]5&082 ]-8=41]8!]32,8&0=-2]25509 BOT CHORD 1-18= InI2528,1498=30&2211,13-14=-183r1]]4,11-1�-3]42682,10-11=-4202445, 9 9 0=622124 51 WEBS 514=- 589,S13=2991135],6-13=-8]4281,791=-206543.8-11=-292/2019, 314=-609/165,316=31-384,411=602/2001 NOTES 1)UMalencee root five loads nave been considered lorthis design. 2)WInd:ASCE 7-1.VUI1=13(pmph IS second gust)Vesd=101mph;TCDL=5 qnf;BCDL=5.0psf;!=2511;B--491;L=351,aave=111;Cal. II;Exp B;End.,GCpl=0.18;MFRS(dlredlons)and C-C Exleror(2)0.0-0to 3-414,Intedor(1135-14 to 15-116.Eldenor(2) 15-11-6 to 1"-S Intenor(1)28&4 to 31 6-4 mne;C C for members and laces 8 MW FRS for reedime shown,Lumber DOL-1.60 plate gnp DOL=1 60 3)Provide adequate drainage 10 prevem water podding. 4)All plates are W20 plates unless otherwise Indicated. 5)This Imes has been designed for a 10.0 psi botlom chord live load rwnconcunanl With any other live loads. 6)-TMs truss has been designed for a live load of 20.Opal on the bolan chord In at areas where arectangle 3f Ohalll by 2-0 side NII fit beMeen the sunom chord and any other members,With BCDL=10.Oio 1. 7)PmvMe mechanical cormedlon(by others)at Was to hearing plate capable of wbfwlanding 1001,Iplih at 16nt(s)except Qtdb) 1=154,9=154. at.-sany ,aoa 'enleanxNMAa NOIE3 PW rX441lIOWCLYOEOWIEx AFfEMNCE.hl m.I.,a BEiOM WE crus WM1 ie. ulln rJIeLRcun,w,:lda.IM V"rr' [rpr' r',Wmwimslawluv mMUMM danvAasrwwntrol Incary;e r, I ux.X¢IWgOatlper muslwof IeM+IkdirlNola a mea aural—bas On, hcpPorala 6wde>bn Tlo lM ovadl WJp[H�r,. 9uSp Yge:detlBlo PavanitwcA]pgdIMNNW auawebavl/d Clgtl membnaYY AtldiL to taint>7rayadp,mumltlMp k• OMwaT Ix]l�br[kGlyadbpevenlcWa,x WT ndaM q,min]FOrym]pc{aly MngTo.Fu parvatl pldl,corepytypM losay tMo3e.d Ou abs Mra nllmse[[M lnlxiMemi tawJ�Ml WIdhCMa14.DLd3aq BGR NIM9CarryVMrE reW Flu EY 0Ma. SYMy IrMnrW'r waWe awn Irlmflole hMMe,218 N.Lnn Sather SYkr 312 NeiWh VF22911. Tar,pe,it A310 JM T. Tluac Type Ory PIy JOU Rderelce Li 12129TOA T40 Pool Specbl 1 1 BIaldAlg Canporerd Supply, Jecksonvi b,R 32256 8.010 a Apr 202016 MITek Incidence,Im, Abd Feb 1311:09:54201] Page ID:p7UNhMc]NSe L]UAw2FMaf4-y kO6M*VT�Vmp% wAMCLbeWIOle R 53-02 008 10-0-02 11111 2198 Zl3B 3050 31-11A 1312 285 2-]-ID 5312 S40 S40 30O 460 � £cab=191.2 5,00 12 7r:10= 5 M US. 24 25 24 n 34 6 y 2x41 08- 7x1oI 2 ] as 1 a Jd 16 15 14 0 13 12 11 10 50 II 46- 3i9 MT20H3- ass= 4,10= 45= 2x4 II 5x8 .gT20HS= 5812 042 15-0YB 1 1884421-60 2]-SB 3050 34119 5312 2A5 ]-118 2-48 3410 SBB 380 4S0 Plele OlfaWs(15V1-- 11930089114:0-2-100-1-8118:04-40.241 WADING(pst) BPAGNQ- 2 o-0 CBI. DEFL. in floc) I/de6 Ud PlATES GW TOLL 20.0 Plate Gdp DOL t25 TC 0.59 Vell(LL) -0.2111-13 x989 240 ML20 244/1M TCDL 10.0 Lenon DOL 1.25 BC 0.88 Vell(R) -0.621416 a6]6 100 MT20H5 16]/143 BOLL 0.0 ' Rep St.lop VES WB 0.98 Hor2(R) 0.15 9 Na No BCDL 10.0 Code PBC2014/RPI200] Ma0k-MS Weight:181 lb FT=20% LUMBER. BRAON6 TOPCHORD 2x4SPNo.2 TOPCHORD MmcNmlraodsheatingdlmctlyWplledor2-10-2oopWfm. BOTCHORD 2x4 SP No.t'Exmpt' BOT CHORD Fight telling diredly appeal or 7614 oo forcing. 12-15:2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right.2x,SP No.3 REACTIONS. Mw i2e) 1=139705-8,9=130705-8 Mex Hort 1=-103(LC 10) Max Uplift l=-154(LC 12),9=154(LC 12) FORCES. (Ib)-Mex.Comp.IMex.Taft,-All f0roe5250(Ibl or .excepteons3Mown. TOPCHORD 1-2=-28131501,23-25907403, i SB=2871/802,6-]=-2850/512, ]-0=-8PO16]5,&9=2759/510 BOTCHORD 146=-3812530,14-1(=-3(a8.2213,13-14=-185/1T/$11-13=8130r%H).101=i1124A, 910=-0132481 WEBS 514=431594,8-13=d04/t 88,7-11=-MWlg3 B-11-23]/1819,314=811/165, 316_--1/394,]-13=-13312]5,5-13=-28]/1266 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE]-10;VWk130mph(3 and gust)Vasd=10lmph;TCDLd.0psl;BCOLd.Opsf;h=258;B=45ff;1,-35ft;eave=4X;Cat. II;Ery B;End.,GCp1=0.18;MFRS(detenions)and C-C Etlerbr(2)00-0 to 3-5-14,Inleda(1)38-14 to 15118,Extedoh2) 15-11-8 to 19-5 6,Inledor(l)2]-5-8103411-0 mnsi for members and forces 8 MFRS for reactlon s shown;Llmlber DOL=1.60 (fate prop DOL=1.60 3)ProWdr adecurle dhinnage to prevent water ponding. 4)All plates are M120 plates unless olheredse Indidded. 5)This toes hra been designed lora 10.0 pat bodarn chord live load Ildnconcurmnt Wth any other live loads. 6)'Thle truss has been designed for a Ilve load of 20.0psl on me bo8wn chord in all areas where a racWngle 38-0 WII by 2-0-0 Wale WI1 lit belwaen the bottom chord and any other members,Win BCDL=10.Opsl. n Provide medvanldil oonllectiorl(by others)of trues to beading plate capable of withstanding 100lb uplift at joinl(s)except Qtdb) 1=154,9=1 Se. QWAIINtlIeVMlyWagnpelenelaaaM6FAp NOIEa ON TNR4Ne WGL11aFDY/FI[6EFEMNCE/AOEaM1 iJ]m.IOONP6IElOrE aeE. IX:Lg1 wLd 1u ux enlY Wld INlek®cun,ecl,xS.INs11e5kT k W.uv]iW Y uim pm�elers Yuwia'AkMmaniMOld dMg cannaent.rot dInoiyLem Pelee us.IMMYdMOmbw mut veMry ttcmfAk:rrYNol Wtlp1 MOnelmatlgoPaly Map ala XJ[tlewlnYW II¢wmm 141p dsYpn BacNpk]cdetlYlapmvml WCM4g nINluLtlnU6WBUOd/U C1WIaineTWl4aYv. neaM�pvoyaW�nm¢niM¢kg M ek' kdvayrepleOM GY411ywJ 1a gavenl cdlop�wMlq.i!%pimv9 FAsyatlpNe11y6angg.(a ssu¢madpMace le9�bg Ts NYwkaYM ykegle,4wNaVrrsuadaaaaa pol.... MmMlmKseMM V..' Y. DfF FeaW FCNWWne ComlFaMl ®WPNV sain, aelMy YlamdM wdRH Ywn inmP�hitllP0e.218 N.Iea5hae1.911e 912 NeiWh VR22J14. ianp.{L 3M10 Job Tum Tis Type DIV Ply 0 24050 12129TOA 741 ROM Bpecal 1 1 Job Reference Jornborai BmBug Component 6uppIY. Jecksarv111e Fl 32258 80106 2 2016 IeT0lndml.,Mr. Mon Fain 1311:00:&5 o age t ID:p] NM1WcNSm ?bAwFnat4-06CMfM)w7cYUBF)WeVXmDM,GHe2a( 7 1 1-. 1400 3,114 17&8 2830 9N h08 611-00 511-0 y60 300 658 � 6ubv 189.0 if 86 II 3, 4th 0 12 22 25 Ort the= x19 c x 6 zr ae 1 ] 6 14 13 tx 11 t0 0 0 Sb 2M II 3aHMlMH6 <v5- aID MlMH6- 45= DM 11 Si61 ass= )LB 1009 n-11-0 2652 z1d 341t-0 Y06 6t1-00 311-0 ]$B 3-00 859 Plefe OXeefa(XVI-- 11:0300-0.91.IB:Oi-4 O2J7 p:0300091 LOADING(p9XSPACING- 2-00 CM. DEFL. In poc) lbel Jd PIATES SNIP TCU 20.0 Plate GOP DOL 1.25 TC 0.83 Ved(LL) -0.48 9-11 X869 240 WN 244180 TCOL 10.0 Lumber DOL 1.25 Be 0.95 Ved(TL) -1.05 9-11 X399 ISO MT20HS 18]/113 BCI1 0.0 • Rep Siren lncr VES WE, 0.80 Horz(IL) HAS ) Na We BCDL 10.0 Code 1`1302014 Pp007 Matrh-MS WelgM:168 lb FT 20% LUMBER- BRACING- MR CHORD 2x4 SP No.2'Excepi TOP CHORD Structural wood sheathing directly applied. 45:2x4 SP S5 BOT CHORD Rlgld.11Mg UreMlyapplied or 2-2-0 oc b.dHg. BOTCHORO 2x45PNo.1 WEBS IRaw at midpt 5-11 WEBS 2x4SP No.3 WEDGE Lal:2x4 SP NO.3,Right:2W SP No.3 REACTIONS. (IWaze) 1=139705.8,]=108]1058 Max Horz 1=91(LC 11) Max Uplll 1=-151p C 12),]=-154(LC 12) FORCES. (Ib) Mac Comp.Mlay.Ten. Allforces250(Ib)orlessexceptwdlenshown. TOP CHORD 1-2-2770518,2-3=-2U(w185,34=-198414]Q 45=-222&470,56-32 1671, 67-2747I545 BOT CHORD 1-14=-009249$1294=-40f24W,11-12=2741984,9-11=-58(1/3310,84=-0352458, 7-6-43&2456 WEBS 2-12=-6691146,612=-5&486,491=40535,5-11=9455.3.39,59=458&1&, 6-9-1W1185 NOTES, 1)UnbNenced mol Hum loads have been considered 1w this de6gn. 2)Wind:ASCE 7-10;Vu1=130mph(3-second gust)Vasd=101 mph;TCDL=5.0Mf,OCDLd.Opsf;R25ft;B-t51t; --3511;eave=AX;Cat. II;EV B;End.,GCpi=0.10;MFRS(dlreMbnaX and C-C Extedor(2)0-0e to 3-5-14,Intedor(1)3-514 to 140-0,Exlerlor(2)14 to 21-4-14,Intedo(l)21414 to 255-8,Exterior(2)28-52 to 31-11-6 zone C for members and forces 8 MW FRS for reactions drown;Lumbar DO1=1.80 plate grip DOl=1.W 3)Provide ed,uM.Maine,to prevent wafer pa NM,. 4)All plat.are W20 no.unless othaW,a mEicated. 5)Thls truss hes been designetl for a 10.0 psi bolo.chord Ilve load nonconcurrent who on,other live loads. 6)'This Was Has been designed for a be,load of 20.Oad out Has Whom chord!In of areas whore a HNAMtgle 3E-0 tall by 24),D wide will It between the WHOM chOM and any other members,with BCDL=10.OpsL 7)Provide mechanical connection(by others)of W.to bearing plate capable of wlthsMMltg 10010 uplift of binds)a,mepf 6Qb) 1=154,]=154. xTw h .+W lw tlNEPO NOTEa Qw lltla.Wp WGLWFO NREx BE£EMXCEI F aOYNIaeEfaKYeE 1 k .11 deYg�a Lv¢tloNY WT�N 1. LnwrtaNkM hMNdwl dlQlgcgppemnl.rot h rJB M 1^L( h N� �'M aNµN N Ml�ate ll�a iryn MO Me ove�dl +e xni 74 t sxwM wm I - ee.. w+v. na3no�a w�e«woa peanauint r.«:na MIT6k' dm N l Irony uw wp 1 alu+:awnn rawu [ wrxx Ax 1 •w xxn - .=0.Y�e nre . ... t It ntrY eAwp/IP awhe w,we �' Bgeoo�eoawn «.e eco euM ewx wawa Fep eua. xl.n lwwm.no.wn-uen«� I�nate lmnnn ).neo.FL 335t9 Job Truce Truss Type DN Ply 10424051 12129TOA Tat ROM Special 1 1 BUBirD Corpsanent Suppy, Jacksawltie,R 32256 8.010 s Job Reference o_oral ID: 7WNhMc9NSssLi r 20 2010 MDek Industria.Inc. Man Feb 1311:99:68 201] 1p 1 81-0 11-108 15108 16. . p bAw2FBnM4uHraBMLiv]nkmNdBaHOG2gYMr8O_oNbK'IVp1LZeP BB 234-0 28"-0 28-0d 3498 bl-0 SP8 3118 0.11-B 330 100 258 6d0 ass.teas fired! em 11 4,5= w ms sr a m eaa_ sm II 3 i e e e ass x 2 1. n i 1514 13 11 11 O ase if 2M 11 N10= 4x10= aB...a= 4x10= SR II 318 11-108 1988 2310 284-0 GB0 &1-0 588 ]-11-0 368 3 e P-58 Plate Offsets(%Y)- 110-2-40.0.01110'0-2-120-151114'018Ed0ef LOADING(pet) SPACING- 200 C81, DEFL. In Doc) I/deX 1.M PLATES GRIP TOLL 20.0 Plata GXD DOL 1.25 TC 0.82 VeR01) -0.2011-19 >999 240 MT20 2W180 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Ve,i -0.5513-14 >]53 180 W20HS 18]]143 BGLL 0.0 ' Rep Stress Mer YES WB 0.43 Hor4TL) 0.16 10 We Na BCDL 10.0 Cods FBC2014/TPI200] Ma91x-MS Weight 181 Ib FT=20% LUMBEI0. SPACNG- TOP WORD 9WSPNo.2 TOP CHORD Structure!wnad slleslhin directly ctl-2applied wng. putilre. SOT CHORD 204 SP No.2 BOT CHORD Rigid calling tiredly apPlletl or 2-2-0 to prating. WEBS a4 SP N..9 WEDGE Right 2x4 SP No.3 SLIDER Left 20 SP No.31-6-0 REACTIONS. p1daze) 1=139203-11,10=13B2N58 MxHoa 1=-77(LC 10) Max Uplift 1=-154(LC 12),10=-154(LC 12) FORCES. Ob)-Max.CompdMax Ten.-All tomes 250(!b)or less except Mail shown. TOP CHORD 1-a-M5337,3"=-2331/490,4 5=-209&487,54K 71/548,3]_2466/560, 7-8=23nW7.39=2586/558,31 R-2]5X1590 BOTCHORD 1.15=42/2451,1415=4242451.1344=86X22]1,7/.13=-5142]9410-T1=487/2473 WEBS 0.14_434124.414=.7W575.6.13=.11MNS,713=-781232.B 11 1401805, 7-11=89W173,5-14=.40911 16 NOTES 1)UMalanced mot Har loads have been considered for this design, 2)WIM:ASCE 7-10;Vu11=130mph(35mmd gust)Vasd=101mph;TGDLd.Opaf;BCDL=S.Opst,h-25X;B=45X;L=35X;save=aft;Gat. !I;Exp B;Encl.,GCpl=0.18;MWFRS(directional)and C-C Exteach2)"9 O tO35-12,Intedor(t)3-5-12 to 11400,Exter or(2) 11-10-8 to 2340,Intedchl)234 0 to 349-8 mne;C-C for members and forces&MW FRS for readlons shown;Lumber DOL=1.W plate grip DOLr1.00 3)Provide edls*a damage to prevent water ponding. 4)All plates are W20 plates unNss olherwlse indicated. 5)This faces has been designed for a 100 that bottom chard IIva load noncon0urreh With any Other live IMI 6)-This Imes hes been designed for a Ilva load of 20.Opsf on the DaXom dlom In sh areas Mere a rectangle 38 0 tall by2-0-0Mile We tit between the bottom chord and any What members. 7)Provide mechanical connection(by othem)of truss to bearing pate capable of withstanding 10010 WIN at)dnt(s)except Otdb) 1=t54.10=154. 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Mon Feb 1311:08:56 200 Page 1 ID:p>SdNhPWc]NSeaL?bAw2FBnet4rM6nOaEWNV IHUI¢IIm97D0N8swXp3eUcwGLN ]-00 8-10b 1740 249E 27 a3480 GS ]-0O 290A ]Se PSE 2-0OB Y60 Scale=1 Y] h10= 6.0012 4 py 6 .P 28 a O ve g 0 ] N an m 46 J 2 a 1 9 ld la 12 1, sm II 41= the= 4t10= am- 4[s- 6. 11 &10-0 1740 249E 34gq P1OB ]68 744E P108 PIeWCOnaft(XYI-- 11:6210.06114'o-d-60-211 I6'D-0i 0-2<L Iff0.2-B Ot181 LOADING(psr) SPACING 2-00 CSI. OER In gpcl LIdMI Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.88 Ved(LL) -0.21 12 >999 260 Mi20 24Q180 TCD. 10.0 Limber DOL 1.25 BC 0.8] Vell(]L) -0.5212-1d >794 180 BCL. 0.0 ' Rep Simm tom YES WB 0.28 Hoa{TL) 0.15 9 We We BCDL 100 Code FBC2014 112007 Matrix-MS WeIpM:1681E FT 20% LUMBER. BRACING TOPCHORD 2x4 SP No.2 TOP CHORD StlucWrel eadd sheathing directly applied BOTCHORD 2x4 SP all ROT CHORD Rigid ceiling bilreclJy applied!or 2-2-0 oc bracing. WEBS 20 SP No.3 SLIDER Left 20 SP NoS1-60,Right 2x4 SP No.316-0 REACTIONS (Ib/sll 1=138]/Mechenlcal,9=138]/O40 Max Hoa 1=641.011) Max Upli81=-153(LC 12),9=153(.0 12) FORCES. (Ib) Max.Comp./Mex.Ten.-All lomm 250(Ib)or less except v firm shown. TOP CHORD 1-3-2681/5]031=2450/526,45=-2789]623,58=-2]89/623,G7-2450/520, 7-9-2651/570 BOTCHORD 1-14=1 384,12-14=Sell 10-12358"Q4$9-10=15&2384 WEBS 4-14=-13/389.4-12=15(s948,112=513213,6-12=-158948,6-10-131390 NOTE& 1)Unbalanced roof We loads have been corSlderea for ibis deelgn. 2)Wirt ASCE 7-10;Vul1=130mph(3-second gust)Vasell mph;TCDLS.O f,,BCDL=5.0paf;h=250;8�5f1;1-35B;eiaml Cal. 11;Exp B;Encl..GCPIE019;MWFRS(directional)and C-C Ealerlor(2)0,00 to 3510,Interna(1)35-1010910-6,ExIor 2)9-10E to 248-5,Intenor(1)248-5 to M 8802cne;C C for members and forces 8 MFRS for reactions shorn;Lumber DOL-1.80 plate pop DOL=160 3)Pro itla adegusts drainage to preVerlt Water p0hnW. 4)This truss has been resignetl for a 10.0 p91 bo8an cMrd IWa load mlconcunent 1MN arty other live loads. 5)'This buss has been designed for a live lI M 20.0psf on the bottom chord In all areas where a rectangle 380 ta11 by 240 react *it fit between the bottom chard and any other members. 6)Refer to girder(s)for truss to tram connections. 7)Provide mechanical connection(by others)of truss to beadng plate capable of Withstanding 100 ft Whiff at Idnt(s)except IiWb) 1=153,9=153. Q wxWwa-YVCy4rWnpxaiMWaaMpE4paplF9 al rear Ne{yPEpap/fa'p[/Ep4aCE PAGEYaaa-,I99y y16 aeFoaa Noes,..-on",wMr MleaAceprecxxo-.,el b Ds .1 nWl gaaaelc.a m,ho),- ]WIN nearft canW�l.ml a worn.suuuhe ltlaxi maN ae dCof ceenngY acaale M hvxy,np-.1 bdvpdeeT. I NNaerJlwmµvuYmagn -orrmag bW/uM1 rapped ia[MIYmtlWgaWnl v'MxnewTllF e�rnrcl a9xYraggWMlY WrmR.lw 9ar¢rtx Pyl�rce r%rx<artl rte: rile, sLtNbverel .tla xonocnm addsalB 218N aalalayra'Mmnc weaNL/IMI VA IN QINrYr.PBB'aa mM aCL Butlnpcompari To FIL Eur ache. WyYlpmdM atftlle trait inmgab Mrya1e.RIB N.lee Sireal.sJle 311,Nevadan VPRR3 1. Targe.fL;3610 Job Trrue Triple Type ON PN 710424653 12129TOA T44 Hip 1 1 JOD e Memw own.l BIWiIg ComporeNSupply, Jackeanville,Fl92256 3.OIOSear 20poleMILee af4lnnkoE? VMbEsgl Feb 1311:0LLpHI1] PNet 10:p]SdNkPWciN6esL?DAx2F8aet4JsfnkaE?eVMbEspIKE_Pr9JIk3bLLpHIE9ptzIZSM ;10.9 1434 sed 12 26&b 3680 ]-10.9 6498 899 b4-12 ace. 158.7 4vb= h10 34 am a h10 5.00Fl—ft 3 M Z! 4 5 ' R9 A ] 44 i ..26 'at 445� 9 9th 2 B O 1 e 'e 15 td 13 12 11 10 5ffi II II 3A MTIDH9=4x10 4i6-aiWM2CN5= m II 9611 _ ]na8 1434 171' z6NR z898 34$q ]t0a 64-i2 &o-12 361z Ba-tz ;109 Plate OXsds(XY)- 11:0-2-060-6113:0-44 02-4],-[5-,0--28 0-1-81 19'.0-4402-4119:02-90-081 LORDING(psi) SPACING 2-00 CSI. DEFL M Goc) Weft W PIATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.92 VeM1(LL) -0.2512-13 x999 240 MT20 244190 TCDL 10.0 Lumbar DOL 1.25 BC 092 VaM1(TL) -0.6512-13 X638 I. Mi20H5 161/143 BCLL 0.0 ' Rep Stiaa9lntt VES WB 044 Hor2(TL) 0.17 9 Na res, BCDL 10.0 Cade FBC2014/TPI2007 MarryMSWeight:i60 lb FT=20% LUMBER SPACING TOP CHORD 2x4 SP No.1'EstraE TOPCHORD Smdural woodehunhing dredlyappl1ML 35,41:2x4 SP No.2 BOTCHORO Rigid callbg dredly Wiley]or 2-2-0 Oc bracing. BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.31-5-0,Right 2x4 SP No.31-6-0 REACTIONS. hNsum) 1=1361/Mechanlce1,9=-IW70.4-0 Mex Horx 1,153( 111 Max Uplift 1=153(LG 12),9-153(LG 12) FORCES. (M)-Max.Comp.R4ax.Ten.-All tomes 250(lb)or less except wtlen shorn. TOPCHORD 16-2655636,3 4=32]9/591,46-3219/691,5]-32]9/891,]-9=2655/531 BOT CHORD 1-15=-0238366,13-15-4212313,12-13-5743 n,1O12-41=3M.9-10-41SR36B WEBS 3-15=0262,3-13=2041151,4-13=407/165,512=434162,;10=0262, 1-12=-20W1158 NOTES 1)Uddearwed moi live Ioads have been conslderdd for this design. 2)Wird:ASCE 7-10;Vult=130mph(3-seoond gust)Vasd=101mph;TCDL=S.Opsf;BODIa5.0psF,h=25X;BASIC L�X;save 4X;Oaf. II;EV B;ETOL,GGg=0.18;MFRS(directional)and C Exterfor(2)0-0-0 to 3 5-10,Interlor(1)35-10 to 1-106.E,dedor(211-108 to 3185,Interior(i)31-55 10 348-02one;C-C for members and forces 6 MW ERS for readlons shown;Lumber DOL=1 60 plate grip DOL=1.80 3)Provide adequate Manage to praverd water ponding. 4)At plates are W20 plains orders otherwise indicated. 5)This mss has been designed for a 106 pat bottom chow live fund mmncomomrem with any other live loads. 6)-This truss has bear,designed for a live heti of 20.0psf an Me bo9on chord in all areas where a rectangle 39 0 tall by 2-0-0 wide Wt fit between the act.chord end any other mmnDers. 7)Rete,to mc.d.)for truss to 1.oonnacbore. 8)parrot mechanical connection(by others)of Irus9lo bearing plate capable of Withstanding 1001b uplift attombs).=Wt GWb) 1=153,9=153. D w4wwwd VMry4nrpny vnslo,e rm 9EIO NOTEe ON vrxv M'Ly.MIEN/13d'IHCEYAOEsforon . but r9F1LIZYeE a m�is�+Me n.hetes mo..MirJlang heti In.-aryl tiro waak"a]iry.creeni neleiswromm,s2�awm�enmo�me o—on Gedld,Dever, igmdtawdbropeveni.1drur olFMFIW InmwW OWq r.ndamvv .1.a atlwntl eom aN�ama_d v_N adwuM1r dome", lWlxYawlbpawticdlWa Mlh%vde pemrvl k9rYW pW rYLLnnWe. rw pn,utl gMacerepadWxro Bao Peb EW bevel .dome",hwvwY.mecMnagbocNnrmr¢eawJmm Mrnrr[.nMXY/M1 VA CAwhpWd9aq C!IWbrp Cor„pm'Mtl aMMr ItlYrrbm wmmaram 1nm Ra6kaYNla as H.1ea sbaat.stlm3lz.Waxa,mavA ZRar4. T.,rP.,a meld Job T. T.Type OIY Pry 0264 12129T0A 745 HIP Dealer 1 1 Job Relererce(oplionel Bulldog Component Supply, Jackmrnglls,Fl MW Be r20201 me0F 13 1 10d120g l ID:p)6ONhWc?NSL?11A2FBia[4.FFnTCOgU%RRrXWPIGGINIDB3ABkjGUEtK I 5100 106A 15611 1972 1Zl T, 2600 B4b-0 S10B Lbt L6E L65 4b5 LB-1 5160 Sous-1,504 NAILED S9xbl NA11ED NAILED NAILED NAILED NAILED N411ED SWkil 10= _ _ ]v10= ace, 12 ]xNNAMED46 NAllEO� II 8x6= 46 NAILED 4E_ NNLED 2 24 253 2621 'm 4 N aD 5 31 6 32 3334 ] as as a 9 .91 1 0 1 rB e Id W AN 17 W a 16 15 41 14 42 43 a 13 45 12 11 46 41 1. 4e 40 we NAl1ED 3411 NAILED ]a14 M12d1S= 4.10= .= M14 M1ial= NAILED 2v411 NAREO NAILED NO NAILED NAILED 44-HARED NAILED NAKED NAILED NAILED NAILED 40- NAILED NAILED NAILED NAILED 5108 1068 $16014 1B-A2 2417 2&1, 348-0 5100 40-1 45 485 L65 481 5160 Plate Onsets(XY)- 12.0&864-0110:0-S8040119000 O2-3111162 0,0a 01 LOADING(psi) SPACING- 2�0 CSI. DER In (Loc) Udell LM PLATES GMP TCLL 20.0 Plate Cup DOL 1.25 TG 0.]0 Ven(LL) -0.541344 >)]8 2/0 MT20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.]5 VeMTL) -1.341314 s310 180 MT20H5 187/143 BOLL 0.0 ' Rep Stress Ind NO WB O.75 Hood(TL) 0.20 9 Na Na POOL 10.0 Corte FBC2014?PI2007 W t-MS WelgM:211111 FT=2 . LUMBER- SAA l O- TOPCiHORD 2t4SPSS-Ewmpt' TOPCHORD SWcluralwaotlsftngdlm yepplletlorl-4160cpudim, 2-5,58:2*SP No.2 BOT CHORD Rigid calling directly applied or 8-513 oc bredin, BOT CHORD 2x6 SP SS WEBS N4 SP Had'Exceph 8-11,216,7-13,3-14.6-14:2x4 SP No.2 WEDGE Left:2x4 SP N0.3,Right:2x4 SP Net, REACTIONS. QVII ) 12752/MechankaL 9=2))9/040 Max HI 1=38(LC 24) Max UpIM 1=319(-0 6),9=343(LC 0) FORCES. gb)-Mex.Comp.Mlax.Ten.-Mlforce5250(lb)aleasexceptwTenatmwn. TOP CHORD 1-2-5593514.2-3=]928816,34=9212/1053,46=-9212/1053,8-7=9211/1058, 7-8-79094920.8-9=.5806/882 BOTCHORD 1-17-fAV5088,16-1]=5415090,1416=8469923,1314=989/9211,11-13=85W)904, 1011-55"l 11,9-10=581/5100 WEBS 2-17-0' 08,610=01315.8-11=33)/3283.2-16=352/3330,7-11=-14ON269, 316=1404@70.7 13-162/1535.3-1 a-182/1515,6-13=-52]/1]2,4-14=-520/182 NOTES 1)Urbelenced mof live loads have Dean considered for this design. 2)Wind ASCE 7-10;Vult=130MM al-second ges0 Vaud-101 mph;TGDL=5.0psh BCD-=S.Dpsl;h=25X;B-1Vgt 1=35ft;eave=4ft;Cat 11;Elm B;Enc1.,GCpi=o.18;MFRS(diredional);Lumber DOL=1.60 plate grip DOL,-I80 3)Provide edequare drainage to prevent water ponding. 4)All plates are W20 Plates unless otherwise indicated. 5)This truss has been designetl fora 10.0 psi button chord live Icad nonconcuvent with any Other live loads. 6)'This truss hes been resigned fora live load of 20.0p1 on the bottom chord In all areas where a recoughe 35 0 telt by 2 0 0 wide rill fir between Me bottom chord and arty Other members. 7)Refer to girders)for truss to trues comec110M. 8)Provide mechanical connection(by others)of tnus to bearing plate capable of wXhstandltg 1001b uplift at loint(s)except gtdb) 1=319,9=343. 9)-NAILED'Indicates 3 1 W IDA W cti')or 31 ad(0148X3.25')t0e-nags.For more details refer to IWTa,'s ST-TOENAIL Detail. 10)HaMer(s)or other connection devke(S)"it be provided su8dent to support concentrated lot 115 to down and 78 to up at 5-108,and 1151b down arm 781b up at 28-98On top ctwrd. TM deslgNselec n of such moo Mm devip(S)Is the rebasorNliyOf Olhers. 11)In Ne LOAD CASES)sec0m,loads applled to the lace clubs rmss ere noted es front(F)or beck(B). LOAD CASE(S) Standard Q WIaAWAiVal/x 4xpnpammNwawM IaAD NOT E.per.AND NCLYOFOYaeI aEFFA1XCa YIaf4i)49 m'.14RNMOaEFpNEYSE fXYpiWNMuv:uNY NTr+Yleke c,twic rs.116tlem.of ohley or mod, A✓.m and tum er, MNMM Wk comer, nmtrol Imm�dea mlae�.0n bJlUrq tlmYarer mol wMh db914IcmMdd.�lpimnlersartwMsrlykK'dWak 116r,oYM Ict nw ow 1h Wdrp�rwn aoAgL]caletlbbpeuen10uC4Yyr oINUM]W ksweDaWacMxtlrnar�tnlY�AddMaxl lemR aY�PommmeMtlIXi,p kWgslBpYrtvl In tkAYYlyu,dbgewnlcdlgeevahlwlMpiNxx]LV+Y�d P%>arrY Wngp fq(q,atapYtMlca reyrOtpM AYKMkn[kmaa.tlgryay.aecATOgIwOCVgolNvteaJlrlswOemites/J1L/RIIGWh Gi[arle.0aad9aMaCL WpCmpwiwe pW4Pab EWIBM }dNYNmMm wrYble M1dr,Ins FMIe MBLl1e.21BN.lee5hee1.4M312 NeNtlq VA22314. Tarp.FL 31610 Job Truro Tmss Tyas CRY Pty T10424654 12129TOA TO Hlp Gilder 1 1 Jab,16 Mi ak(ootioru1 &pWng Componem 6upplY, Jecbomrvlle,F132256 B0N Apr 2020Maf4-FFnTCOies,I �Feb 13XWPWVGI lbPa12bt] Page2 IO.p]SENbPWciNSesLibAw2FB]lei4-FFnTCOgU%PoN%03PIQSVOIYalU93A_6k)GUEbZaK LOAD CME(S) SlandeN 1)Dead a Roof Lire(balanced):Lumber Increase=1.25,Plate Increase=-1.25 Unitorm Loads(piq Vert:1-2= O,241-60,6-9=-60,1621-20 Concentatad Loads(Ib) Vert:2-97(P)6=-9](F)15-61(F)17= 1(F)16-61(F)12=61(Ft 24=9](F)25-87(F)26=-9](FI 26=97(F)29-97(F)3 -W(F)31-87(F)32=-9783 7(F) 35=-9](F)36=-9J(F)37=-1]](F)36=159(F)3 -= I(F)40=61(F)41-01(F)42=8l(F)43=611F)"-61(F)45_-.61(F)46-61(F)4]=61(F)46 159(F)49=-214(F) QWAMINO-Wtly4v4Plp'wre�e149FAp N0]ES ON TRIS ANO HCLVOEO MIIEN PEfEegNCEVA4E M6J1]lnv.t6AV1M6BEFOMVSF. �� T WYI ldundiY`w�M9e4®canecldi IMJeskln klxrsexlwYY u{sm yawielci Mown.mJ k Id m MINQd V'.Ytlib e:ompwlenLmi bmayLgrt BeMaua au dl[Y1g GaWpl mu[I VAIN IM 9AlICQYN oItlaLLylMmwlasaU WlBdvhcullGGcb madayl�mlo Rq wadi a . e� ona. nm "wll�'w� rord�dp�eamm `ama°"ia.e ae ame�ala nl d�.:..I MiTek' eaNO,a aaaa JB,deWxy,aecMogIv YpdInpsaudmmMMm4 ueMWlel l Wady Mxlo.DlBW m!!LNWMip Canpwwnl 6 GeFL Erol0 M41y NbllgpM a✓tl4Yletanliw RalelMlle.318 N.1ee SRest 91@912IHmtlki VA M. ienpe,FL ]8510 Jdf Truss T.Troe (NY Ply no42 e55 1212BTOA T46 ibof Special Dhow 1 r I Job a a BMBpna5lgply. JecksolNFI 32256 8D10a Ap202lBMiTk wle IecFb1311:f0:02 ag ID:p]5tlNM1PWc?NSL?WWFvejRCPInIIdhWzSMITAe2FOSplgZa 430 b12 9-11-1411-14 ' 610 1b12 632 SwIe USE NAILED "LED e= eve NMLED 8.54 t2 2 18 3 NAILED NAILED 17 15 `a f 4 I 1$ us a 11 18 THD2e s zD 21 &1z= As THfm � II awe I Aero a NAILED THo2H special NAILED Special a1z= 390 4a.o s6-02 6z-tz Ell 14 3B0 Ofi-O 13-12 660 a PkMr OMw% 1439 Etl a 2.6300.212 9.Q2120.2 4.0.310 EE a 6.6512018 .0.58018 B.OK O03 LOADING(pan SPACING- 2410CSI. DER. In (I.) Web LN PLATES GRIP TCU 20.0 Plate Grip DOL t25 TC 033 Vert(LL) -0.11 7 >999 240 AR20 2441190 OL TCDL 10.0 Lumber D 125 RC 0.91 Ved(TLx440) 02] 7 150 BOLL DO ' Hap Stress Ino, NO WE On Hood(TL) 0.04 4 We We BCDL 10.0 Code FBC2014RP12007 MMrix-MS Weigm:53 to FT=203> LUMBER- BR ICNG- TOPCHORD 2x4 SP NOA•Excepr TOPCHORD Stmctural sided sheathing directly applied or l-63 oc patina. 2-3:N4 SP Not SOTCHORD Elgin ceiling inlaid,applletl or 1000 ac brat BOTCHORD 2x8 SP SS WEBS 2x4 SP No3 REACTIONS plosice) 1=31250-7-2,4=32]2/0-7-4 Mex Harz 1=-13(LCB) Max Uplift 1=378(LC 8),4=-393(LC 8) FORCES. (Ib)-Max.COmpJfAax Ten.-Ap formes 250(ID)erIw r except Mien shovm, TOP CHORD 1-2=78h9950,2-3=]281988,3i=-050]913 BOTCHORD i-8=8&41465,]-8=84M134,6-]=8597281,5 c-8450)094,4-5=84571]) WEBS 3{-20flR836,2A=-99/)98,2-]=-15flq 459 NOTES 1)Unbalanced!roof Ilse loans have been considered for this resign. 2)WIN:ASCE 7-10;Vult=1wmph(3 second gust)Vwd=101mph;TCOL=S.O,f;BCDL-SDpsl;h=25X;B-15ft;L=24tt;esuu7 ft;Cut. Il;Exp B;End.GCpi=0.18;MFRS(directional);Lumber 001--1.80 plate grip DOL=1 ED 3)Provide adequate drainage to proven Water pending, 4)The Doss has Dean assigned for a 10.0 psi bottom chord live bad Icnconcurmnt Mtn any other live loads. 5).This Dow has been designed for a live 1080 of 20.Opaf on Me bottom chord In all areas where a rectangle 380 tall by 2-0-0 ales, AN fit beNreen the boom chord and any other members, 6)ProWtle mechanical connector(by others)of Mass to Dealing pAte capable of Withstanding 10016 uplift at jdhi(s)except(ftidb) 1=376,4=393. 7)Use USP THD20 Milli 160 nails Into Girder 8 NASD nalls Into Tmss)or equivalent spaced at 2-0 0 oc max shading at 3-9-2 hard Ma leg end to 7$2 to connect trWs(99)t0 front face of botom Chord. 8)FII all nail holes Where helper Is in contact Mtn lumber. 9)'NAILED'Indicates 3-104(0,148'x3'7 or 2-12d(0.14ED025-)to.rude.For more delete refer to UTek's ST-TOENAIL Doug. 10)Herger(s)or other connection dxAca(s)shall be provided suffidwit to support concentrated longs)23 to doom at 41-6on bolter chord. The tlesignNalouen of such camecton dovetail Is the resp0nsMilty of others. 11)In the LOAD CASE(S)section,luded applied 10 the face of the truss we noted as front(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Roof Use(balanced):Lumber Increase-125,Plate Increase=l 25 Uniform Loads(pin Vint:1-2=80,2-3=80,34=80,9-12=-20 AWA -ii Mtlp�pxxMaaWMLp Nalaa Py 1504 AMp NCLYp®,V/EN a6eYMfL IIOEM)<Am.fam1a14IFJdnf LLSe t%KT aAd la aaYMIN AeIeL®mx4.'ctn,Ilt QUI,TabatiaYY�W��Mamelen4pwn.antltlam MNJx]dWYpcmpucenl,rcrl dbvayLan ecMa�.lNadldptlxxxw�mW aeilry IR cT4acdi1lNol tlxl��arelm5mipupaaYa�caMale MiFb tt¢waWl Wgde4pn.9aSV Yge:abtlpinlaelMrbFdINMI SM1]xa tiffi WeLaW/aelva mmnlursaM.hpFavJ 0.mGUW adnamiawnld¢I�p MITek' aware�eweea..lmrllvmelo r+e.'enl<alcoreMmpwwe panax/M.raaww>xlvnvnan.ra 9area9Nda�aaree dm tw Iwkallrn anprya.d¢INpy.xxlanuvJ tlacFpol loses wJMms(.lam,Nryal/I%IQMrr GXwN.dYMaMdCL 4llgawryanxY BBW P,.1.NO. asNYYxwmallm wdMe tan msflmexmmne.R18 N.Ieeslaa1.3111e JIR.Mn�uaMi VPY1311. Taupe,GL a351a Jot Tun T.Type O1Y Pry no 2665 f 212BTOA T46 SMSpecial GlMa 1 1 BuMiM Comp nl Sppfy, 3/cks MW,FI32256 /010s Sob %Mffak / 40ne1 ApwL?bA6MOek IflRs RMIWMm Feb 1311:10:0F2 S Pegg ID:DyStlNM1PWC?NSesL?bAw2FBziel4jRNaNBI1dSM1GFZSnM11Tls>A¢w2FZOSptgzlZal LORD CRSB(S) SafMard Con fflraW Loa0a(Ib) Ven:2=-12(B)Y'15(8)e-1381(F-137.B=24) -2]32(F)7-23(B)16=15(8)18=11(8)1t-23(B)20-11(B)21-136)0 A WI RNWO YMly Mlpn peimm�ImWPF4/X028 dI1M61NO M8LUOE/NIEP PEEFNINGE PA6EIF1Ii}nv f//YA/b/E£OFEVBE IMNm v.Nltl 1m¢mwJY'uIM MIIoe➢avmnlws Rttlatl�GlxrtldYYu�puanefers5wwn,aN kla lm PNM]N WMIv/¢aeV[ma�L ml f�+vl twf .nn lvlM�q Mf{l u1 VaIH�aRAaaLYlryo tleY[n m�afasm]> >wrnprofeREtle4.lnbfon¢overa 1v11ry,11e$ N LgkNkNeVI1 q IWCMMM1I IYvlvM xl lnmwabm]/ chsOmmtasuYY- negraYaace�Rgpnld�R 1we�A W 4"�wflNMstl nm�2aeiY uvl WvytYlYM�aW. fa W�WrtMPbme'¢�Wa�4 au fvk 1M f tlJIA ry. N aM[ttwlpl 1mmi .ANL/IiII OwXIy Qllwla pl8d9 ag8CN MWUnp Cenpemnf TeIryLR]M10.. F OM9. �Nw X w LVRWnpMaul .Rla N.L..11 re1.4ffaJ 2.N. MOa VAR291L Job Trues T.Tips Oty PN T10,124666 12128TOR TVolhe Valley 1 1 Job IGeecs Installers "llW Buildup Comporent Supply, Jacksonville,F132258 B.Ot0eApr20201af4 Bd Edus W?er. Mon Fab 1311:ID:W2o1] Pegat ID:p]StlMPWc2NSML]Ww2FBUai4BtluEE51k339drRS%&IwNIBUYRV%FJPGvrCM2]afZY 04-0 640 area.1:18.7 ax0 _ 'h4 II an II 1 ] 2 0 3 f7 F7 I 6 4 2x4 I BbU 61-0 1.0411me(psi SPACING- 2-0.0 OSI. Grin. In Pop) VoMI W PLATES amp TOLL 20.0 Mete Grip DOL 1.25 TC 0.18 wrt(LL) We - we 999 M]20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Ver(TL) We - we 999 BCLL 0.0 ' Rep Stores Ina VES WB 0.08 HoO TL) 0.00 4 We nor BCDL 10.0 Code FB02014 PN007 mwx-S Weight 3810 FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP No.2 TOP CHORD Shrctural weoo sheathing diredly applied or 8-4-0 sin wifins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid hing directly applied or 160-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ibkize) 6=97&4-0.4=-1148-00,5 5& 41-0 Max Hoa 6=M(LC 9) Max UpIItt 8=5](LC 8),4=25(LC 9),5_1 13(LO 9) Max Grev 6=112(.016),4=114(LC 1),5=352(.01) FORCES. (Ib) Max.Can,,Mex.Ten. All forces250(Ib)or less except v41en shown. WEBS 2-5=-2Wl47 NOTES 1)WIM:ASCE]-f0,Vull=l3ompb(J-seo0ndgust)Vsa0=101mph;TCDL6.Opef;BCDL=5.0peC h=25ft;BdSft;---24X;eavc ltt;Cat. ll;Ey B;End.,GCq=018;MFRS(tllredlonal)and CC Exteror(2)0412 to 37-12,toterlorll)3-]-12 to 7-8-4 whet end ventral bn al right rxxr.edC-C for members and tortes 8 MWFRS for reactiore.h.;LMnb.,D01=1.60 plate grin DOL=f 80 2)ProMtle adequate coinage to prevent water pondo g. 3)GaNe tensions oontiwous bottom shoot bearing. 4)Tile Imes has bean designed fora 10.0 net bottom Chord INe land rlonsorcurrent with ery other live balk. 5)'This truss has been designed fora live toed of 20.0psf on the bottom cMM In all new where a morale,360 tell by2-OO Woe will M between the bottom chord and any other members. 6)Provide mechanical connectlon(by others)of Imes to bearing plate capable of antleganding 100 to uplift at jdnt(s)6,4 except(Jtdb) 5=113. AWInXWeV.nly 4..pnpnmmrm»tl NExO NOIEe ON INIe4NO NCLWEO MIIEA'aEiBI4NCap4aEN]4Am.Id4A/6GFWNE VSE tlaypn Welw wronlY`urlM1 MlleeD rdxwclwS lhx Jail(1nKlxeiwl wee rnianele¢Mwm.uMklwmMHJAUI 1Mltlig canPsenl.ml lJ<4y W9pn BxxgaxMala'1KIaf1> ve.�tWCMYri[I u11MNpuA�auswotl,.rl%%>,%eMtl ma2a15aNy.M]I blempxuY Wnit¢nna'enldtraceg LdwaYa��^Wrtxfla:IBtXIIY Mrd lorxevml cMlgx•1Mnrx>mnk n�+"-r+reilFMy tNwK,QlYd�hWa rw(gnaa{ar[ n.r .ConlM MITerS resse,'naoae.MiNxrY r^ .Hor...l ttisesrnlliummlmmi w4xsV1%s Vd dfllaXO.o9aaaM east WYdn9�mWh.h1 eW4v.R.FWn SdMylNamoXon aedktAe M1an lnmRab Fa9Me.210 N.Lm IrceL3lb dIR.Pleratlih VRR2311, Tarrya.FL I. Job Trues Truss Type ply %y T10424657 121 28TOA AVO2 Valley 1 1 Job Reference 4arel Building Cornporwd Supply, Jacksonville,FI 32266 8.010 a Apr W N16 MIT"Induebies,Inc. Mon Feb 13 11:10113 2017 Page l ID:p76dNhMc?NiesL?MW FBda14BduEd5MM?a4rAS WOJ BuYRV%FPPCw AZeI a o-0 &40 yq= 3cele=1:183 1 7 2 p 3 Pit is 5 4 2W II 34= n4 II b4-0 64-0 LOADING(pat) SPACING- 2-0-0 CSI. DEFL In (I.) Vtlell Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.18 WdtIpIn) We - We 999 MTN 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 VeR(TL) We - We 999 BOLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 Na No BCDL 10.0 Code FBCN14/TPI2007 Mai Weight.36 lb FT=208 LUMBER- BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural tided sheatMng directly applied or 840 oc purins, BOTCHORD 2x4SP Int neset and witiess. WEBS 2x4 SP we 3 BOT CHORD Rigid exiling cireclly applied or 10.60 w bread, OTHERS 2x4 SP Nb 3 REACTIONS. givslze) 6=gTR4-0,4=n 418 iq 5=35284-0 Max Hort 9—71 TC 8) Max VIfiB 0=45(LC 8),4=-25(LC 9),5-101(ILC 9) Max Grev 6=1 WILD 18),4=1 14(LO 1),5=352(LC 1) FORCES (Ib)-Max.C.,dAa.Ten.-AllfnnaN0(Ildorlessexcepivfienshown. WEBS 2S—NW147 NOTES- 1)WIN:ASCE 7-10;Vult=lWmph(3-second gust)Vaso=101mph;TODIa5.0ps[BCDL=5.0i sl;h=25X;B=1511;-2411;gave=48;Cat II;Exp S;Enel.,GCpi-0.18;MFRS(directional)and C-C Exledor(2)0 712 to 37-12,Intenar(1)3-7-12 to 7414 tore:end veNloul left and right eV.W;C-C for members antl tomes 8 MFRS for reacdore shorn:Lumber D0tr1.60 plata gild DOL-1.60 2)Provide adequate drainage to prevent rater pordli 3)Gade requires continuous bottom chord Dearing. 4)This Imes has been designed for a 10.0 pat Uottom chord His land noncbrcunent will any either live leads, 5)'This truss has been designed for a this load of 20.0ps1 on the boft.[land In all areas Mu..a rectanghe 36-0 fish by2-60 wile WIT fit between the deft.chord a1M arty balder members. 6)Provide mechanical carnectlon(by others)of truss to bearing plate capable of withstanding 100It,Iplift s loint(s)8,4 exce%01=1b) 5=101. �W4 NMM'G-VMryOnlpn pnnmannp—andes-neAN -loodaude"eEEEN4aC -des VLl]ree fY6YAle eEPoNE USE Ids¢,a,Ip IonmwYywlT Mllek®cnrcclrnc II'M Jests alraeJ oIYY urun p.l^unelelsJwrw,3x1 a dol m IrviMWA MIYJIrvJ ampa,ent.mi awryvlem.Belvue we.6w dMUrp tle4lrvrmul wnllY ale4{Mc211NMMrN{el lruanelunwq xgwrlYex:wl*+sale ll'b W.y},INOIM Duty dMrp Main.aaclglrvYaletlbiopevwa ddYp o1Mhk4 J RwweDad/wcMatlmwn�ewYY.iWbxx ksaRxaYT/'PeIrM9MG¢ap adu'W reVaeO b 6dNpya,tlbpevenicdlgee Wl6 V>WdU�Ivvb IIIxYm]%�IY d>t,q'Jr. (a Bw,WalPbaWe reUvy9Xu IaMk:alM.AwoJe.MIM+rY.we[:rcnm[Ilrw#pollnmvm]Inm syalennwMNp/IRI MR/ U9Bd9aglCY WYJpCwnparlwll BF04 PeM EM 9alaly lNoemaXm srvdlWle M1cm lnm NNe MIaM.RIB N.Ieeslreel,SMsir...VRYYl11.14. Ta,rya,FL send .Mb iruu -- Tnca Type Ory Ply 1 12129TOA V03 Vag" 1 T10124E50 L_ hb Re ererce(op one l BUIIOi ,Component Supply, Jathsorollls,R 322M 8.010 a Apr202018 Milk lneslliee,Ine. Mon Feb 1311:10:04211] Pagel I1):p75J1larricNSer0leme2FBziainmegRSNphinPleoiNfuNeAdreGumdRaxw52BISH 0J B Lo Yale=1'.15.8 ea= 'd4 L4 1 ] 2 g 3 8 54 24 II 3w= W II 810 e40 L(NAOING(ped) SPACING- 2-0 CGI. OEFL In Qac) Vtlefl W PLATES GRIP TOLL no Plate Gnp DOL125 TO 0.18 Ved(LL) We - We 889 MT20 244190 TOOL 10.0 Lumber DOL 125 BC 0.12 Ver1(iL) we - No 889 BOLL 0.0 ' Rep SVees Inver YES WB OAS Hprx(TL) O.W 4 We Na BCDL 10.0 Code FB0201MP12007 Mord%-S Walght 331b FT=20% LUMBER- BRACING- TOPGHORD 2x4 SP Not TOPCHORD Structural wp0d sheeting duchy applletl or&4-0og purins, BOTCHORD 9W Ste Not except and vedtcals, WEBS 2x4 SP No3 BOTCHORD Rgind ceiling directly applied!Or 1000.00r,bneang. OTHERS 2x4 SP No3 REACTIONS. (IW§Ixa) "mrd-40,4=114/&4-0,5=352&4-0 Max Hors�55(LO 8) Max Uplift f 35(LG 8),4=-25(LC 9),5=-92(LG 9) FORCES. ob)-Mex.Comp.Mex Ten.-AII f0rpe5250(Ib)a lea4 except mw w.. WEBS 25=-281/147 NOTE& 1)Wind:ASCE 7-10;VW1=130mph(&second gust)W,,d=10lmph;TCDL=5.01nC BCDL=5.Opel;h=2511;13�45f%t=24f1;eeva=4q Cel. II;EV B;End.,GCpi=0.18;MFRS(directional)and C-C Exterbr(2)0-7-12 to S7-12,InNdor(1)&7-12 to TBd.;and vert cal led and right exposedI C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=160 2)Prosae seashore drainage to prevent water p0nding, 3)Gable requires continuous bottom chord besting. 4)The more has been designed for a ICO psi bobom chord Ilve bad menconwtrenl Wlh any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the Where chord In all areas alters a recteagle 3601aft by 2-00 Lode tall in between the bottom chord and any other membem. 8)Provide mechanical connection Ny 0hlem)of moss to beaNg plate capable of wghsfandirq 100 In uplift at trusts)6.4.5. Aaa--eWy4slynpssswe WaEI..densdlmd NCLYDaa MIICa M/aP4aCEIA4 .'LL ,)—t09NNIaeFNFE.. insodinWpMme-1, mn aflek0ax ..ne.k.an,,nn—m.4xwm.uV hla—.Mid I.I mml'ae*nt vel wsLysl—e � � W e,o, , hunumonsre,men,Vally M.e ne 01.4by oI fkID "i,".uW n mlo Iawitll b4Sy W34n ...... .. n>mniu�enua«eq ' atlwla�W sad W 5MJ1yoM logavml cWknse Mnpen@Mo l*e®��YynY Wb WeM1Y da'eage. Fe gsrre�r yMNx ieCUOn3 Rw IyMolbn inu�aya,tleleerv.seclMnadd«sq of nuvaimrllms sYTleme taa.WL/flll gnnM enlnlo.05a-ef aM KSI wYGnp Co�Nwsni ImpaR. Fw1. LdYy INamaMm wtlY1Ae hen Iia'RTe InOMa.RIB N.Leu Stiu>I.]Ute 31R Ne�wlA11 VA'1t314. TLnpe.FL]Y10 Job T. Titles Type Gly Pty 710424869 121NTOA V09 Valley 1 1 Job 16MimeIwlitries SWMilg CompawM Supply, Jacksonville.Fl32258 BD10a Apr202016MI WO-1uahies,InC. Mon 016m t]OMSol] RatessuG ID:p]SdNDPWc]NSesL]DAW2FBvala 800_tnt]aAGVJ9KgeeLOlBwXDM]8?etpEDTtl]sRSG e4-0 64-0 Scele1:166 a4 II 2's" I I 2x4 II 1 ] e 0 6 5 4 2.9 2N II 2x4 II "4' eao LOA NG(gi) SPACING- 200 CSI. DEFL In (los) Waft LW PLATES GRIP T01.1- 20.0 Plate G to DOL 1.25 TC 0.16 Ved(LL) her - her SBS ww 249/180 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Ve"JL) Na - Na SBS BCL_ 0.0 ' Rep Stress Inor VES WB 0.04 HoudTL) 0.00 4 No Na SCOL 10.0 Coca FBC2014]TPI200] MabM-S Weight:261b FT-M LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wootl sbeeOinA dractiy applied or 6-09 Dc purlins, BOTCHORD 2x4 SP No.2 except and veNcais. WEBS 2x4SP No.3 BOT CHORD Rigk ceiling directly applied or to 0-0m leaving. OTHERS 2x4SPNo.3 REACTIONS. gbdize) Q=111/BL0,4=12fl/8-0-0,5=32fi1&a0 Mex Horz 6=39(LC 8) Max Uplift 61 8).4=311LC 9),5=-]3(LC 9) FORCES. fill) Max.ComprMax Ten.-All fames 250 go)crises except vireo ehown. NOTES 1)Wind:ASCE]-10;VWt-130mph(3eecond gust)V.d=101mph;TCDL- .Opsf;BCDL=5.Opsfl h=25X;B=45f1;1=248;ea fl;Cat. I[Exp B;Encl.,GCp1=0.18;MW FRS(direcllonW)antl C-C EIUeOor(2)(Y]-12 tp 3-]-12,InieBor(1)3]-1210]-9>.n%elltl vertical left and tight eMwW;C-C for member and forces B MFRS for reactions shown;Lumber DOL=1 e0 plate Pop DOL=1811 2)Pul advi drainage to prevent water gentling. 3)Gable requires contlnuous bobam chord basing. 4)This truss has been designed for a 10.0 psi botlom chord live load non cricurrent with are other live loads. 5)'This buss has been designed for a live load of 20.Opst on ifle Whorl chord in all areas where a rectangle 341-0p ll by 2-0-0 Wide will fit between the bosom chord and any other members. 6)Provide mechanical connection(by others)of Huss to Dealing plate capable of vnlleteMhg IDD 16 uplift N)oint(s)8,4,5. QWIeaNa-veer pn Pvssam— .a Na1E5 Pv rete ANO MGLVOEO IMEx flFfFFINf.E..a sell nv.raeY101aaEIOM USE W �eT. Wplo�ue MYNIh Mf..,.nv.1.I.dsor,a Lvi -lyu,nncs— oMown,mO b.on...Madrg...... pnl.ml I�syilem Belvue lee tte M�N]Fp Oe9nm mmlr¢pN Ire olxaxmlry oltic.Oln Iramrelasorv]giry¢tlY Tux{rvale ryMnleAnn hta ne—.1 margaalin. ars.+wlmr ledaroawenl enwne�enwrxmnaswe5ama dwamwnben� mm�w�t�prsrsy roti wma.xnnwxl l WOW .w ,cuuso �nmlftvcrdmwevemewr4ae calm r+�ele r++= rV+v�r+«�nnv�s�rs r..un�».i�alar.«»�ewarelne gdkalM.vloerea.Mxwry.ara:Ibn rnlMmrenl4weaoa ulm:y.Mu;..,Wu/IPIIeuS1Y n11wb.oL-fs wq lCv eutlnPcenpalwnt a90 FL 33610 . aWaly IrYwmaXm antlYlie flan bu¢IWIe xuM1De.419 N.lee 5111.SXe Jl2 A4erngM VA24314, ie�rye,FL 3,151 Job Tux Tmx TypeCy ply 10424660 12126TOA van viri 1 1 Job rxa o 'orW Building Component SlgyJy, JOCksonvilk,F132258 6g202016son"Industries,Inc. Man Feb 1311:10A52017 e1 IDp]SONM1WONSwilLRbAWFBdal0.8001MegOVJgKqxLOlgMT8igEhTd? 2H L1-0 ebo it-0 aJ-0 I 6cab=115.6 34 II II II 1 ] 2"' g a. L11 Li F-1I 4 2a 2.4 24 II 41 0 B4-0 4-1 0 4-3-0 LOADING(put SPACING- 2-0-0 CSI. � DEFL. ---� n 0.) Well W PLATES GRIP TOLL 20.0 Plate GOP DOL 1.25 TO 0.15 VemLL) Na - We 990 M]20 2WW TOOL 10.0 Lumber DOL 1.25 SC 0.11 VWRT N99 Ne - We 0 BOLL 0.0Rep Stress lncr VES WE 0.04 Hom(TL) OAO 4 we we BCDL 10.0 Code FBC2014?PI2007 Metrix-S Weight:24 to FT=209, LUMBER- BRACING TOP CHORD 914 SP No.2 TOP CHORD Structural wood sheathing directly applied or 640 oc pumns, BOT CHORD 914 SP No.2 except end vartcals. WEBS 2x4SP No3 BOT CHORD Rigid rating directly applied or l 0-0-0x bmcing REACTIONS. (Ib/elze) 6=1151&4-0,4=1231840,5=325184-0 Mex Herz 6=23(LC 8) Max UpIIR 6=2](LC 8),4=28(LC 9),5=-M(LC 9) FORCE& (Ib)-Max.Comp.IMax.Tart-All torcx 250 Qb)or lase wept when sown. NOTES- 1)Wirth:ASCE]-10;Vu1U130mph(3wond gust)Vxd=101mph;TCDL=5.Ogf;BCDt-5,Ow;h=25R B=451q L=24X:eave=4it;Cat. II;Exp B;Encl.,GCpi=0.16;MFRS(hatuAlonal)and C E>lerbr(2)0-7-12 to S7-12,Initial 37-12 to 7-64 zone;aro vertical left and right exPxW:O-C for members ahs forces&MFRS for rxebonB Wrest Lumber DOL=1 W plate Blip DOT--1 AD 2)Provide etlaquete drainage to prevent water pending. 3)Gable requires continuous bottom cord baring. 4)This three has been designed for a 10.0 pat Odom chortl live bad Ilonconlvrrent with any other live loads. 5)-This truss has beem resigned far a live Ixtl of 20.01 an the beflan chord in all areae where a rectangle 3b 1NI by2-0-0wide will fit between the odam cord aro airy other members. 6)Provide machanixi connemon(by current)of tura to bearing plate capable of withstanding IW to uplift at Jamie)Sid,5. pw4aM,Ma.Vw,pxlpnpmmprws'gNEiaNOTEBONIXS.iNaNCLWEOaBIERIIEEFMNCE/44EUN14)arw.le9YNIaBFfOI(EUBE tlk Wo Iaaru�onl�W�Mlet&c«w croe.11'a WY�t aaYlM rRm�im9wwl tlNI51Mam MJl�kkwl tuadly romppvlt.rot tti�a Vie, a� wuapdryxc�muel�alry ma RTxc2alNolaegFl r+"�analenaM >,ap m: ate mtangpi Flolrernmtll roi�aloaalo Pv+Mr[uCaro«I wwma.00aalor=N.amame� u .aamml mml>'+waloramOSallnacro eawa4rweree rorMmBlyaleroweVeal aoB�ewMIlxaMa�lpxl ra.y a,ldaopemaarrape. car perwra a4dakamaadro ria Vlvk/alkxi nuMR. wY.eracnmatllvul' it)ornrve5av11�Wx1emeseGld/MfWdyCIIMb.BMeVaq BCM brMYeemPuurO s,IL'AelFra xlMylnlarnulbn auyQJs from trim Pale tootle.2la H.tee Sheat.Strb]1Y.Ne[JII¢VRY1a11. Te�ry0. a Jcb True Trust Tlos Us, Pfy 121MM V09 Vab/ 1 1 T1WN861 020I6I T9kIrvotd l BuiOiry LwnparwVBWyiJ, Jxksmrvilk,F132256 ?.See Apr202016[4TCa Fudies.Inches FM1311:10:M lA%e9a1 ID:p]SdNbPWc9N3esL9baw2PBxlel4sLeMP]udL_pAYJu1LIWWTIkmpekcxrxglA$xl]nF 24-05 �-1041�2e SBO 02-]-15 I SI:IOa 36= 2 5.00 12 3 y3 1 p G 2,4 60,10 SIC a sec PNte OgaMs IXY1- (2:0.30,EtlOel LOADING(W) SPACING- 2-60 CSI. ,EFL. In (lac) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grlp DOL 1.25 TG 0.07 Vinqu) not - Na 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 V0MTL) Ne - Na 999 BGLL 0.0 ' Rep Stress mcr YES WE 0.00 HOI 0.00 3 Na rJa BGDL 10.0 Codo FBC20f4?PQW7 Mahx-S Weigh:151b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.? TOPCHORD Sthcluml wood 3heahim;Nredly applied or 5"oc purlins. DOT CHORD 2x4 SP No.2 SOTGHORD Rlgld coding dlredtly applied or I(YP0 do bmdng. REACTIONS. (Resize) 1=17015-]-13.3=1]034-13 Mex Hoa 1=11(LC 11) Max Up11R 1=-19(LG 12),3=19(LC 12) FORCE& (Ib)-Max.Comp N,,x,Ten.-Alllorces2500b)orlessexoeptwhenshown. NOTES 1)Unbalanced roof INe loads have been considered for this design. 2)Wind ASCE 7-10;Vult=130mph(3 second gust)Vasd=101 mph;TCDL=5.0psf;BGDL=5.0,51;h=25f1;B-1511;L4411;eaveym;Gal. 11;Ex,B;Encl.,OCpi=0.18:MFRS(directional)and C-C Exlerlorhg zone;GG for members and forces 8 MFRS for Redone shown;Wmber DOL=180 plata gap DOL=1.90 3)Gable requires wntlnuous bodom chord beating. 4)This truss has been designed for a 10.0 pef foothold dhord live load nonco current Wth arty other INe loads. 5)-This Uus has been designed lar a live load of 20.0ps1 an the baaorn chord In all areas where a rectangle 38 0 telt by 20.0 Was Will fit between the boftan chord Ana any other members. 8)Provide machanidal cannedion(bry Others)of Vuse to basad,plate capable of w4fwladdirg 1000 uplift of found.)1,3. Q WMNWf. VMN44Minpnun —..l dudaadI.,Waeva WEp.MEMNCF..'Y —,WY BFW/6YeE WMY Ia irte WYw•41ri MIIeMdrb�pcurecbn.eY[tl5r4�NLvetlaNY WrsrWmwimitlawn.mlklwm MINQMhcvttxxme Me, canpawnL ror �BMpYxK nWWYbgewMlxrNtq dlYvnkNvJ�PwW acrvtl mem�.v .P.,�hPoddawrr'u,-on .tlwal.ra9.eOb WAN1YVNbPa'/w4WARdJapei%xxlLwYm]R^Fem don[�. fuaerx=tl w«.wwrWPW.,e M ek' ScIer, n9noaWdandAwn wcb�Roe bru9r90 218 Mls31Zlexa/Rn VA MIA aCll auwxne Carryawni aYaf. F,3361.w SrMYNpmyM m,YYYa hanllry FMle MIIi1e.21BH.lee SIrwLS11e 312 NemxAla VAZJJI Terrye FL 53910 [172 Trim TrussTyree O1yPly29TOA VW ValleyNT" struuiltl'IrB CgnpaNM Supply. JazkeOmilb,F132258 8.O10 eAp 202018 MiTBxlntlusmes Ile. Mon Feb 1311:10:08201] Peget IDA]6dNhMc?NS sLiMw2FBtlaix MF7Wtl OWu1CIWJnWmTHkaw1]lA &F 110.0 360 F 1-160 1-160 3ule=1:6.8 5{O 12 2 a o I 00.110 3 P.s6 Ob0 6 Plate Ousels KY) 12:630 Edgel LOAOINO(poll SPACING- 2-0-0 ON DEFL In Qac) al Ud PLATES GRIP TC20.0 Plate Gdp DOL 1.25 TO 0.02 Verl(LL) Na - We 998 6820 2WW TCDL 10.0 Wmber DOL 1.25 BC 0.08 Vogl We No 999 BULL 0.0 ' Rep Stress irmr YES WB 0.00 HocdTL) 0.00 3 We Na BCDL 10.0 Cotte FBC2014,TPlMr Metiv-G Weight 9O FT=tax LUMBER- BRACING TOPOHORD 2x4 SP No.2 TOPCHORD Structural woad sheathing directly applied or 38-0oc purim. BOTCHORD 2x4 SP fill BOTCHORD Rigid calling directly applied or l(Y"oc bidding. REACTIONS. (Ilsloe) 1=84c)-613,3 (V3-6-13 Men HOG 1=4i LC 10) Max Uplift 1=-10(LC 12),3=f 0(LG 12) FORCES. (Ib)-Max.CompdAex Ten.-All forces 250(lb)or less elmepl when shown. NOTES 1)Unbalanced root live loads have been conedered for Nis design. 2)Wind ASCE]h 10;Vult=130ol(3-aecand goal)Vasd=101 mph;TCDL- Opsf;BCD"Opal;h=25X;B-1511; --2411;eava=411;Gat. Ib Exp B;Encl..GCp1=018;MWFRS(directional)and C-C Exledor(2)mne;G-G for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate get,DOL=1.80 3)Gale recubes continuous bottom tied healing. 4)This trams has been designed for a 10.0 psi bottom cimM live load nonooncurrom with any oder INe Icada. 5)'This truss has been designed for a live load of 20.opsl on the Whom chord in of areas were a rectangle 3,6-0 ball by 2-0-0 Woe Will fit between the bottom cierd and arty after members. 6)provide mechanical connedfon(by others)of muss to bearing plate capable of onflumns irg 100 to uplift at jo rohn 1,3, Q Wggeal v1Xybtlyn ese o""'sFIONe1RgI M54VO M'LLWEn NIIEx aEfNixNCE at.. nasionWlc.—ccl'.1oloo ewrecbo.RB CaY�a�c'iwlyuparyuaneiem 9xrvm.m0etam MIM}M lrlWlp colnpXwM1 ml rMayfblr,Page Ye.IM CLvu murivwlN Ilia WlMlc�bllryalMSJilo,mielbnarv]p�nYRu-inptare Mlttl k)n Mo tt,e overtll "war jo—la R.rou, ,a ma,e,rdi�wq MiTek' eWgir omdlu save,aeloP�m aa'Igxe fir—. f xte0✓wxl NMawer",1 e.IR1wo a.. �Po9C YLtawvl LLa�e,hixery.ereanM aN MaGrq olm�aa msinremx.mi4asl/mr pµYry CMnb.osea9 aq CLeJJnyewape,urrt Tcol arepe FLso610 . ldMy Ybmdbr avdYAe M1wn Rw PbM psXRaa.218 N.1aa SRmt Llln]IY.NnmMb.VPTl.91 Tenpe.FL 3]610 JOD Tr1avc Tress TYPe O" Ply 042 603 121NTOA Vast last, 1 1 Job Reference(opflorep &YNIIp G0111ppNMSupply, Jademu111e,F132256 3. 0 a Apr 20216MTek Industries,In. Mon Feb 13 11 w21] Page ID:p]5dNDPWc?NSs?bAwFBie1HO15TYFHWDZSTDm?NxBATgiiYAMd2E 310-0 700 3160 31 W Sul.=1:11.0 46 II 5.00 tx 3 Ll 4 ZH i xx4 II z4 7 qp ]]E 0 LOAgNG(psi) 1�ACIN(i 2-0O C&. OEFL In Qoc) Udefl Id PLATES OIIIP TCLL 20.0 Plebe Gap DOL 1.25 TO 0.18 Veft(LL) Ne - Na 090 MT20 24 w TOOL 10.0 Lumber DOL 1.25 BC 0.10 VeQR) Na - Na 999 BCLL 0.0 ' Rep Strees Ina YES WE 0.03 HoO(TL) 0.00 3 Na Ne BCDL 10.0 Cotler FBC2o14RP1200] MatmeS Weight 23In FT=20% LUMBEJM BRACING TOPCHORD 20 SP No.2 TOPCHORD SWdure wood sheathing dractly applied or&0-0oc purlins. BOTCHORD 20 SP No.2 BOTCHORD Pill ceiling directly applied or 10i oc bmdng. OTHERS 20 SP No.3 REACTIONS. (INsixe) 1=1ffi/ 613,3=12&]643,4=250/R613 Max Horx 1=-1](LC 10) Max Uplift 1=23(LC 12),3=-23(LC 12),4=9(LC 12) FORCES dig-Max.Comp.Mtax.Ten.-All tortes 250(Ib)or-less except Mien shown. NOTES- 1) OTES1)Unbalanced mol live loads have been wnsitlered la this design. 2)Wind:ASCE]-10; W11=1301(3-second gust)Vasa=101 mph;TCDL-S.apat BCDL=S.Opsb h=2518=45ft;L=24X;eave=4ft;Gat. 11;Exp B;Eni GCp1=0.18;MFRS(directional)and"EHeril]one;C-C for members and forces 8 MW FRS for resoft. shove:Umbar DOL=1.60 plate gnp DOL=1.60 3)Gable requires coniilwous bottom dtord bearing. 4)This truss has been assigned for a 10.0 psi Caftan chord live load noncorwurrent se01 any other live bade. 5)'This truss hes been designed for a live load of 20.0ps1 on Ne Whom alord In all areas where a rectangle 3 6-0 all by2-OO wide sell fit between me b011ma chom and arty oMet members. 6)Pmvftle mechanical connection(by Others)of buss to bearing plate capable of Withstanding 1001to toift a1)olrifts)1,3,4. Aw]IINMG-Ver Xy OVYenpvuMarvmC PEIp NO/Ee IXI1liY10Y/CL UY2a effFRANLE FA4EM4]O77 m.1asYdl/S aEFWiEYY. Wtla�w411uirtenNY�1DMneMIDconr,ecirn 1Ndm3}rktm•A MVupn Fmunerlw le, wn,nWklam MerM1]rtl Wprp cwrxmenr.mf MmayMn BaWeve.iK llJ OapvnxalvoW fl¢ lyaltlewP wvnaleatlp IYamM1vam lit OaLLMe ovwd °waNmgi.aouparxmeuu�t op..erneimroaxdrarmm..mama Bora meiwws v.]�nallord al>orwn�d�m�wMr.ay k WVRre9tolM r4YlllYatlbPa'nr4atl4M WIDMtdandlu 1 MerYatlw<ceMMnWe.ra peones grk]mn relWrrrlglM al so(ide ve',dva"frad braving avaag4u¢Mlar¢®eds"Whnses NC61Ma.pMd9 we etas EY BMs. see,Intensities vbMe Yon shave Aab leaves.218 M Me sheer.SM 312 NeiurM.VAM14. res,K Ata Job rmss Tmse type Ory Pry no424ee4 12120TOA Vo8 Valley 1 I Job RNI Ok(opnonell &iWilq CdnDanen161gpIY• JGdmmilb,F132258 BA+OSApr 20201af4Ybgpvub",Irc. MuRFeb 13+1:t0:OB 201] Pepet ID:p]SdNhP W c9NSxLPbAW2FBzieNYbl)gDvtIGs4A¢PIGuSHkT_JZSBCWSBMLY7EKLZSO 5410 s41b I-+:1v M h 2 -an F5 4 d Iy + S 3 24% 34 I LOADING (pa) SPACING 28a CSI. KR_ In (lac) mail W PLATES GRIP TCLL 20.0 %ate GOP DOL 1.25 TO 0.32 Ved(LL) Na - Ne BBB MF20 240180 TCDL 100 Lumber DOL 125 BC 0.22 VBA(TL) We - We BBB BOLL 0.0 Rep Stress lI YES WB 0.00 HOR(TL) 0.00 We We BCDL 10.0 Coda FBC201U7PQ00] MattlxS Weight:1]111 FT=20% LUMBER- BRACING- TOP CHORD Px4 SP No.2 TOPCHORD Structural woo0 sheathing dmdly applied or 54-10 be udlns. BOTCHORD 2 ,ISP Nor! excVtond.11cals. WEBS 2x4SP N0S BOT CHORD Rigid ceiling directly applied or 1000 as bredng. REACTIONS. IIb/slxe) 1=1]&5344,3=1]2/5-344 Max Herz 1=42(1_012) Max UDIIg 1=-12g_C 12),3—25(LC 12) FORCES. Iib)-Max.ComprMax Ten.-All fomes 250(lb)or leas except when shown. NOTES 1)Wind ASCE 7-10;Vdt=130mph(Oaeoond gust)Vasd=101mph;TCGLd.Opep BCOLS.Opsf;Fb25IC B=45ft;L,-24h;eeve7111;Cat. II;Exp B;Encl.,GCp1=0.13;MW FRS(directional)and C-C E,de0or(2)011-510 3-1115.Intedor(1)3113 to 52-14 zone;G-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=lS0 2)Gable requires mndnuous WUM done bearing. 3)This hers has been designed for a 100 psi bdtom chord We lead nonconcunenl with any other live bade. 4)-THIS tress has been designed for a INe load of 20.OW on the bosom chord In all areas where a rectangle 380 fell by2-0.0 was will M between the bottom chOW and any other member. 5)Prowtda mechanical connection(by others)d Vuaa to bearing plate capable of WtPstanding 100Ib Wife of Idngs)1,3. Q WµNp6-YwXy Pw feaa...aN rae ANa NLLVp®Y2x a6FNM2IIef IB)4N1n.INYMI6 MOZ eaE Deden.IserewiywithkMkit®cotn l—Rn assets bxdadY4r"m Maaolewflwvm mtlklwmMW.tddla9cwnMwttt MI wBt®M1eT.Pelwetae M daJq are' nwmel vwb,Ra aaueawN.incestMetre+enm]pgialY hcanwone M:cIw4nYM11¢wertll ea G dn.Nml,pftecaMfkloprevtta WCNroo1MUW]Intcwchave/a dots memltarwuv.Pdyliwd eatMawatd Mmatea+d�ro R awalz teQAetlln 4YJlhaq rowevNtl Mlltl deM vlf4xYadwt4tamd�xt✓9e.la OO-f." taJw0V n,e kdktPYm W'y nwbw+ .nxMnaNdacN al ltuceaart'Ims M+wtrc feeANA/1%tO,tlNa�P�t4 U5Bd9aM CN NYpnYCetMutwe NWPW FaIBM. xWNYWmpbl aMRH han Om%Ok It,NMe,RIe N.Ice Spee+.9lle 312 NemMh VRY1]i<. Tsryx;f1_3aB10 Job Tensa Tensa Type ON My Tf0624 12129TOA V10 VeIIN 1 1 Job Reference G.rel Bolding Central Supply, Jacksonville.F132256 0.01esApr 202016 MRek lnduagiea,lrc. Mon Fab1311:1000201] Pagel ID:p]SdNhMC?NS ?bAw2 Mal4-Ybl]gpvtlbe90s2Ppu5HkY3cZ WS0 WEI( O 2-00.10 21010 as= Smbv l:Ts 4ap 1z 1 a z.4 s PNt O sal IXY1- f2' 2- - 31 LOADING(psR SPACING 2-00 C81. DEFL In (loc) Well tW PLATES GRIP TOLL 20.0 Fele Grp DOL 1.25 TC 0.05 Veng L) Na - Na 999 Ml 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Veg(TL) Na - Na 999 BCLL 0.0Bed St..Incr YES WE 0.00 Hcrz(rL) 0.00 Na We BCDL 10.0 Coda FE0201471`1200] Mamx-S Weight:8 l FT=20% LUMBER- BRACING TOPCHORD 2x45P No.2 TOPCHORD S1r15ctuml woad sneetfsng directly applied or2-10.10 Gn pudiro, BOT CHORD 2x45P No.2 exceptenc vedlcals. WEBS 2x4 SP N0.3 BOTCHORD Plgld telling directly appllel or l0.-0-0 oc Grading. REACTIONS. (IWaize) Mex Hoa 1=18(LC 12) Max Uplift 1=5(LC 12),3=11(LC 12) FORCES. (Ib)-Max.Com Bfl&d Ten.-A1lfoma52Wpb)orlessaxceptwhmandxn. NOTES 1)Wind:ASCE 7-10;Vult=130MPh issecondgust)Vasd=101mph;TCD(--S0pef;RCDL=SApal;h=25X;B=r15g;L=2411;mveAft;Cat. It;Em B;Endi.,GCpi=0.18;MFRS(dlrectlonal)and!C-C Exterior(2)zooe;C-C for mambere end forces 8 MFRS for reactions shown;Lumber DOIr1.00 plate help DOL=1.80 2)Gale rapine continuous bonen chord bearing. 3)This hie hes been designed lore 10.0 car bottom chord Me load nomlDncureent vim any other live loads. 4)-This th ss hes been designed for a five load of 20.Opsf on the London MON in all areas wham a rectangle 3-6 0 tall by 2-0-0eldo Wil fit belxeen the Gonom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plata capable o1 wfth anding 1001b up11R at joint(s)1,3. tl WIRNwoYMNanryn p=mMav ere a ROIEe aN 11aHIRe I.CLYaEa Y/fFaNFMNLE MOEYF1M m.f.9Wll . Wtlp�veyltl IonmwJY Wim MIIeXNemredo¢ a +m Bax xe u✓.nw MAMp tla$Xw ¢,-leynm6Y W4 "'many.,c ffiW}a�nglemrs Lgw.aMlM6fRa' mhOM]�]dL deYcn dIul`n wsnnGGo Rnanio,vromtd l [k:tlpn.®xhglndk hbxplro of PVAekliMmveD W/a ewe . A lempmyal dwap „ and —1- c ,conyd, dencesos.1. 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