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1759 Maritime Oak Dr SFR permit Q� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 S ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 =y SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 TOB INFORMATION: Job ID: 16-SFR-1887 lob Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY HOME Estimated Value: $394,803.00 Issue Date: 9/19/2016 Expiration Date: 3/18/2017 PROPERTY ADDRESS: Address: 1759 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC ,CGC1521087 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $682.20 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,364.41 STATE DCA SURCHARGE $20.47 SSTTCA, TEppD�BI�P(R CSyU�+R�CFHAIR�CG`E' $$,2�0r..447� /�(� tERTIr�h`AppROA"CU 9NL`l"1N"AECORDANCEWYrMYRLL`CTTY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 4"NG CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 v ' WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG WATER CONNECT/TAP & $370.00 METER Total Payments: $7,847.55 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S.Lv„ City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road I �_S�OR _1 SZ5c�5'7 (r n Atlantic Beach, Florida 32233-5445 J'. Phone(904)247-5826 Fax(904)247-5845 c2 aa22 E-mail: building-deptCcoab.us Date routed: 8 V - - City meb-she: hftp:/Mwt.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -7S9 ` 1f^ K AR1T1/YDe artment review required Yes No Applicant: (O/ FL_ V, nning & on Tree Admmis ra or Project: S I.AD C,' �Avv�.CLy �� ublic o is llle Public Safety Fire Services Review fee $ Dept Sign, Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District 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: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. 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: Revised 0511"9 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Y� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 F-2211? E-mail: building-dept@coab.us Date routed: E V I 151t r.2 Cityweb-site: http://w".wab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I' /S9 MAPm mc- � De artment review required Yes No �— annin & on Applicant: �(� FLrV I LIM LTEc� Tree Adrmmsffrator Project: � ll�(�L6 rE�mtt_Y �� u tic o u Ic I I le Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Flonda 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❑ STATUSrrrcccy��L Reviewing Department First Review: Approved. tQtushied. (Circle one.) Comments: JaG ,7'-mt�✓ BUILDING . PLANNING &ZONING Reviewed by: ////'—� Date: 7� L TREE ADMIN. Second Review:XApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 r,11A City of Atlantic Beach APPLICATION NUMBER Building Department nECE1VE (To be assigned by the Building Department.) 800 Seminole Road 4 ° .� Atlantic Beach,Florida 32233544 Phone(904)247-5826 Fax(90 7A 19 2016 1 E-mail: building-dept@coab.us Cate routed: V C� Cityweb-site: http:/Av .coab.us By-.- APPLICATION y:APPLICATION REVIEW AND TRACKING FORM y� W Property Address: I�7S9 1 1 \f�Rk IANC� De arfinent review re�uiredYaafNo Applicant: - (©I r `"'L_ �/ ( � J M lT�� nning & on Tree Adminls ra or Project: ublic or IC I Is Public afety, Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Flodda 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 m 7 / Reviewing Department First Review: [Approved. ❑Denied. t{'a'2�(p (Circle one.) Comments: f6� � BUILDING . PLANNING &ZONING Reviewed by: U Date: TREEADMIN. Second Review: [—]Approved as revised. ❑D led. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised e5/14109 wt Z r S .k L4 2Z 17 -- -- Z/f 04 FILE CCPY I DO NOT WRITE BELOW- OFFICE USE ONLY Cod=-1010 PLOMDA BUILDMG CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions i Review Initials/Date: 3J 6 Development Size Habitable Space 3'!/ 8 S.F. Non-Habitable v3 S.F.- Impervious area Miscellaneous Information Occupancy Group 3 Type of Construction V Number of Stories ;I- Zoning ZZoning District 4(5 GL Max. Occupancy Load Fire, Sprinklers Required Flood Zone A Conditions/Comments: I CITY OF ATLANTIC BEACH PUBLIC UTILITIES V~ 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: Project Address: /7,59 1??✓Li7�7yYlE �tJIL< s7�I� No. of Units: Commercial Residential Multi-Family 3� New Water Tap(s)&Meter(s) Meter Sizes) New Irrigation Meter Upgrade Existing Meter from to (size) N New Reclaim Water Meter_Size-11y New Connection to City Sewer Name: Applicant Address: City: State: zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# �(o-SFiQ- 19rd7 Water System Development Charge $ t ,-Ia CD Sewer System Development Charge $ U , LR) -Water Meter Only $ OCJ -Reclaim Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SO, 06 Other $ TOTAL ss'6L0,00 APPROVED: Kavle Moore,PE 17"Al (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLI17ES DEPARTMENT BEFORE FEES CANBEASSESSED MAP SHOWING PLOT PLAN OF LOT 102 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 21 AS RECORDED IN PUT BOOK B) PAOES IM-IJ) OF M, CURB POBE/C REC'M105 O,,O CW .. FIA CEHRfiEO Rk tt L WOBIERS. INC. 4In/Ive �k Poi a i a n CURVE DATA Cl ♦ �� \ '? N40'45'34'W � 15.74' R \ e. R - 45.W A - 15.35' D 3515'04' o / NP;�RNRa. �m ti� Yf NOTE ALL Ul MCS SHORN }� HEREON WK ORION fYl (� Tt� 5e. ASWILT DRAWINGS C` PRomm BY CWR U AND M PPONG.CN& INC. MC AND M 14; . IMC. APPROVED �.Q „_,B-,.: pMEN90N5 SHOMI HEREON APE PER fWN0ARp1 PUN IL WT 102 MWEL-ANASTASM• �OF/��46P Bw� _l��L[•Y 'e�° 1OT MEE BWe: w. rt. ENTRY WALK 5>3 54 FT. /.. B N D RC ENDORSEMENT RIGHT-OF-WAY LENOIM SIGNED' TOTAL ILPERMWS COOERACE t,z]tl m. R. SSK NAME' TOTAL EASEMENT AREA t57t W. H. -.�OEAOI NRECRON OF F w DATE' >WE W ORNNAOE ]REE SCHIM F E ATCNS .0m THUS 11.80 AIL PAYERS ALL 1IFAWRfMFK1S ESTIMATW LOT$4 R. MINUS EASEWITS OR ].831 RERE TAKEN FRpA ENpNEFA&C PLAN$ ACR 7.MI 41580 QI) By TA'hOR k WITS INC.. DAM W-13-14 iRONT 5R4 50. R E F ARONS SHORN HEREON BACK 15)4 m. R. ApEFSNtMPEWIRW TREE INCHES8.8 REFER TO NA`A OF 1808 THE REWIRED NUMBER OF TREE INCHES RILL BE NEf USIN0 2' DIAMETER TREES. mn wA5 pvsowm wxlpVE Trt epfm CF A 1111E ccnnMEM. ]0K W REWIRED P4A1FD ]HEES SINL BE CANOPY 11PE TNIS az mrcFu1 Flspplg qy/pe MYIMLTOxe nyTµ[Npf y1Wx MRI NO MCRf 1NAH W{Cf R1E SAME SPEtlES ON xs suM NM w BE RKNO w ME p191L MORTR5 CIRMIY. ON nom lxE uP sxmM ° H T[EPPML f1UGp xeUN xaxE x•AS sxWM nsanla MlE xNAR Mw ONa x xw 11E mr a,w,sRxm1E nowoA wRu oe-m-,a ALL AMERICAN SURVEYORS OF FLORIDA, INC. Lao swMlms-lm sNi.mz PLYL sure r3-GHa¢aulc nawnA mn- ro./+1s-ome-IcxlNro u+m evswcss w.w� OR pMRpo NN 9R1N1 FOR[,YPVPPM6 ONLY- R _ wRs xvr Encs0m m TO 4 sxow muxoAw uxLs xw s n BASF➢ox A Pmu xux mR.vr _ 'n°L sLNm xm ..11..11vurm 1. O o DMESS F LpR10Nu. 29 91 m - wn .vt9L-,e ELomo.Moelmm s11Nmm No uwu _-a tl (W, g/ BRB p1 P.\101 e\b)-1.84He-pblpbn pICY.y p. INH13 AI,, RO)] City of Atlantic Beach /'w c ,`! APPLICATION NUMBER Building Department EG Y� C... (To be assigned by the Building Department.) 800 Seminole Road '�`n(1 O �tQ Atlantic Beach, Florida 322335445 �7 AU6 9 2016 I (0-SE -1 W7 Phone(904)247-5826 Fax(904)247 5 r- E-mail: building-dept@coab.us Daterouted: g City web-site: hdp.Aa .coah.us — APPLICATION REVIEW AND TRACKING FORM Property Address: 1'7S9 I 1 \g2lTIA1C vu t review re uired Yes No L� /I Applicant: t©f f"l.,_ �/ I Lim ot: on(� s re orProject: IADr:% 6 � s Review fee $ So Dept Signature k`.. W gency Review or Permit Required Review or ReceiptDate of Permit Verified Bept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing DepartmeEIAproved. ❑Denied. (Circle one.)BUILDINGPLANNING 8 ZONINReviewed by: -t ' Date:TREEADMIN. : pproved as revised. ❑Denied. 4"CBLICC WORK Comments: UTILITIES 2Z—Ifo PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 09fl4/09 ZONING REVIEW COMMENTS City of Atlantic Beach r) Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 —`f77 9Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 8/30/16 Permit: 16-SFR-1887 Applicant: Toll Brothers Review: 1st Address: 160 Cape May Ave,Ponte Vedra,FL 32081 Site Address: 1759 Maritime Oak Phone: (904) 217-0739 RE#: 169505-1805 Email: arogers@tollbrothers.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Derek W. Reeves Planner dreeves@cwab.us CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 i9 Telephone(904)247-5800 .5 FAX(904)247.5845 I REVISION REQUEST SHEET Date: C�1 Loi i U Received by: Resubmitted: Permit Number:IID-t rF-i Original Plans Examiner:trrok R221J25 Project Name: q{1Ah}tG �—Ch (. owor GU.b Project Address: jl1 Wmny- i't MC 02K Or- Contractor: 11 Contact Ne k% YS Contact Phone : �fpy 6q6 _awl$,., Contacte-mail: U, M 1114hincAs+u-rni Revision I Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: SIIG r�AY1An NC3t�S Prnm �.—eruPa�of IS -A++ Pr'nm 61 ck. Dn'Y J II Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(Pdnn bun affirm that the above revision is inclusive of the pro s c Signature of Contractor/Agent( w mua sip irinc..in Moan.) Date � Omce Use Only �//I� Oft: 'lam A11.d: A R J�c¢d: R V Lea Plan Review Comments: U SEP 1 2016 Be artment review re uired Yes No Bulldin — tannin &Zorn Tree Admims m or Plans Examiner Public Works Public Utilities _- Public Safety Fire Services Date c�m6vim66 a...: sl > yrs ZONING REVIEW COMMENTS r df City of Atlantic Beach N r) Community Development Department '•""' 800 Seminole Road Atlantic Beach,Florida 32233-5445 "ft 91 Phone: (904) 247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 8/30/16 Permit: 16-SFR-1887 Applicant: Toll Brothers Review: 1st Address: 160 Cape May Ave,Ponte Vedra, FL 32081 Site Address: 1759 Maritime Oak Phone: (904)217-0739 RE#: 169505-1805 Email: arogem@tollbrothem.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. Derek W. Reeves Planner dreeves@coab.us UI C CUVE SEP 1 2016 D Ashley Rogers - From: Amy Milford <amy@allamericansurveyors.com> Sent: Thursday, September 01, 201612:20 PM To: Ashley Rogers Cc: Stacia Moore;James Cornett Subject: RE: 1759 Maritime Oak Comments Attachments: 102 ABCC-Rev AC.PDF Pad is 3' from the property line and .5'off of house Amy L. -migiord Survey Coordinator All American Surveyors of Florida, Inc. 3751 San Jose Place, Suite 15 Jacksonville, Florida 32257 Phone (904) 279-0088 Fax (904) 279-0193 D l2 i D 1976-1016 SEF 2016 40" Anniversary This menage and any attached digital data contains client privileged confidential information. if you have received this message In error, please inform the sender by an a-mail reply and then delete the message and any attachments from your system without making, distributing or retaining any copies.Although all our e-mail messages and any attachmentsare automatically scanned for viruses, we assume no responsibility for any loss or damage arising from the receipt and/or use thereof. The use of all digital data received from All American Surveyors of Florida Inc. is at your own risk and liability, is not guaranteed to be current as revisions may have been made and Is not considered valid unless it is accompanied by an original hardcopy signed and sealed with an embossed raised surveyors seal of the signing surveyor. From:Ashley Rogers lmailto�aro¢ers@tollbrothersinc.coml Sent:Wednesday,August 31,201610:32 AM To:Amy Milford<amv@allamericansurveyors.com> Cc:Stacia Moore<smoorel tollbrothersinc.com>,James Cornett<JCORNETT@tollbrothersinacom> Subject: FW: 1759 Maritime Oak Comments Importance: High Hi Amy— Please see attached comments from the city for lot 102. They are concerned the AC equipment is not 3 feet from the property line. Can you please take a look and note/adjust that it is being met? Thanks, Ashley Rogers t BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH ,p Q`7 800 Seminole Road,Atlantic Beach,FL 32233 ) —S F I\—1 8 CJ Office(904)747-5826 Faz(904)247-5845 Job Address: 1759 Maritione Oak Drive,Atlantic Beach,FL 32233 Permit Number: Legal Description Lot 102 Atlantic Beach Country ClubSUonit I 67-132-08-2S-29E 1S8n4 Parcel Valuation of Work S_124,803 Pro oseedd Work£heated/oled 3,418 non-heateNe oled 1.031 Clan of Work(circle one): (�;) Addition Alteration Repair Move Demolition pwVspa window/door Useoferisting/propposed stracturt(s)(mrele one): Commarcul Residential Ifeveadatingstmeinr b.firesprrnklerrsterniramlled?(Chclsovr N/A Florida ProductApproval#See attached For multiple prod ccs use product approval form Describe in detail the type of work to be performed:New Residential Coustmetion Fromm Owner Information: Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cave Mav Avenue City Poste Vedrs State Zip 32081 Phone 904217-0'139 E-Mail or Fax#(Optional)arogers@tollbrothers.eom ov<netor Infer tine: OR DRESS: atrams UIllbrotburs.com Company Name:Toll Broa-Inc Qualifying Agent Stevcr R Menen-Division Sr Via Pres'dcrt Address:160 Cmc May Accrue City Imre Verbs SM.11 Zip 32091 Offer Phone 904217-0739 Job Sity Contact Number 904386-6472 Fu# Smte Certification/Registration#CGC 1510225 Arehiteee Name&Phone# Engineer's Name&Phone# Fa Simple Title Holder Nemo and Address Bonding Company Name and Add e Mortgage Lender Name and Add. App(imeon is MreDy modem abminapernrum do rhexmk and uuralladwnmiMimmd IcenryrMrrm wwk orimra(lmfon Mrcammemvdpiwrorlm llcJap..mrr mrdrMr A(warR xif(aeperJwmmdro men rh nmdmdi ofolllwr ngebrr ewwmrcrton(e rnl+h�aefmfm. ]hu perms aecame, aM ode Hwarkunorrommmand+.tMineix(6)momb,sHcmvmmnanwxa.km yy'' .ware n aammerreM (urdenrmM dm.rga.om pr—tr mor M renurd/w R'ort.Husm,—siaaymWtlodb^Ptl/;6lPomrbm 8Ws Rmers Tmrb Ww4 Un®eaaen,de WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1MPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y6M NOTICE OF COMMENCEMENT. inereay N M1ml Mre revdaMpamiaee rM14 fan mrd tmmr em romero De aveaMcar.en. ARi+ar'viow lfm. oMWinaaceL gmerrdrrg oa�o�amn fe�ra.in wine canerr+arrlw emi• ,mrrrw"°r;;w�e°""p. ma'p; rd ,w�e.me rasev�rfmrfnr .rase a.ewal m. Sign amm of Owner a Signamm of Comractor Print Name Stevrn R erten Division Sr.Vice Pmsafem Print Name Steven R Mertrn.Dmmon Sr.Vice PresrdeM BeIme me Bet.me thiL Jul, .2016 Notary m Aonry m Revised 01.26.10 L(4M a"afi.,. MELISSALIEBERMAN AAt —'. MV COMMISSION#FF05560s `^""°°+�.. MELISSALIEBERMAN SF,. EXPIRES September 18.2017 ec A t� �: MV COMMISSION eF WassoS 390.n15] FloritlaNMary�ervba.com '..,e o.rvF"' EXPIRES September r'8.201] (407)396.0153 FlamdeNafery3ervlco.cone OFFICE COPY R.O.W.Permit Attachment of for RO.W.pemit#_issued 2016 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI,LP Property Addmac: 1759 Maritime Oak Drive Atlantic Beach,FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Black#: 102 R.E.#: 169505-1805 REVOCABLE ENCROACHMENT PERMIT -2ENCROACHMCN7 PERMIT,issued mthisoq day of 20ateo,by Atlantic Beach,Florida,ao as enrpomtim organized and existing tan of the State of Florida,hereinafter referred to as"CFfY"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 bests as described herein the right m eater upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Rightof-Way/Easemeat pemdt members noted above(copies attached). This work is generally described as: Pavers n the Right of Way for the driveway. Any facility mainmined, repaired, erected,and/or installed in the exercise of the privilege granted remains subject to relocmion 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 Avc.Panto Ved 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 ofUSER's proper address The USER shall promptly make soy and all necessary repairs to my facility erected or maintained in the exercise of the privilege herein granted and shall at all tunes 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 m 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 Ind 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 OFFICE COPY The USER prior to making any changes from the approved plans and/or methal, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,a the discretion of the CITY,be requested to submit as-built drawings showing to change withmthirty(30)days after the day ofcompletion. This permit shell imue to the benefit of, and be binding upon, the USER and thew respective successors and assigns. USER shall meet the terms and conditions oftls permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use lbr itationshequirrmmts of public right f-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 scorned by the USER. DATED and SIGNED is C-L day of i fl�2016. By. Steve ivision Sc Vim President,Toll FL V[,LP. (t be g..d in presence ofthe Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 22nd day of July .2016,personally appeared before me,a Notary Public in and for said Comity and State, Sc]ohms.Florida .the property owner of 1759 Maritime Oak Drive.Atlantic Beach, Flonde, known to me, t be the person(s) described in and who executed the foregoing instrument;who acknowledged to me that be or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. N blie in for said County and State t MELISSA LIEBERdAN MV COMMISSION NFF055aO5 CITY OF ATLANTIC BEACH,FLORIDA,a EXPIRES September tor.zm] municipal corporation: (60]139x0133 Fle,itleNatpryaorvIco..om Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of2 PIP rrn7 4 4- /b,- 3 F-R- 1817) NOTICE OFCOMMENCEMieia OFFICE COPY Stam of: FLORIDA Tax Folio No. 169505-1805 County of: DUVAL To Whom It May Concem: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 102 Atlantic Beach Country Club Unit 2.67-132 08-2S-29E 184 Address of property being improved: 1759 Maritime Oak Drive,ATLANTIC BEACH,FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD. HORSHAM,PA 19044 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): �(y� Name: ontractor: TOLL BROS. INC. Address: 160 CAPE MAY AVE.PONTE VEDRA FL 32081 Telephone No: 904-217-3852 Fax No: 904460-2683 Surety(if my) Address: Amount of Bond$ Telephone No: Fac No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the Stam of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN Address: 160 CAPE MAY AVE.POINTE VEDRA.FL 32081 Telephone No: 904217-3852 Fax No: 904460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 06/30/17 THIS SPACE FOR RECORDER'S USE ONLY OWNER One p 2015237737.OR SK 17337 Page 583, Signed: Daze: Io lw- Number Pages:l RBefore ethis_( df CT ComtyofDual v ,State mth qq Roonnnnieie F /0/152015 at 01:58 PM, qay oOFussell CLERK CIRCUIT COURT OUVAI OfFToride,hes personally appeared WIMTCN COUNTY Notary Public 9 Large,State f orida,County ofDuv . RECORDING$10.00 My commission expires] C/PI ' I% Personally Known: N or Produced Identification: (y,kT a'ri MYCOMMISSION OFF055905 4?rw rvF,e' E%PIgES September 1a.2017 (4071 393.111 FbripallolarySenire.cote y F y tv O U J O a c N O '�y„` » w El V. E. a ^ y o o — � n. ° y7?yam o W Q O N y C w p O I J ryry �prMrO '1F] R O OeRg LC E J + Z + + + C b .- o• m it J q n k O { § } \ \ / ! ! o { \ ( (ƒ\ / / ( � \ / } ¥ \ § / EI; � \R ! o0 / ! oe ! ( K { \ ƒ RL 2 ! m ! ! � \ ) \ \ � � \ \ i } ) / / 2 ! (\ ( / - # { }\ ( } ---- --- ----- \} � ! 4 ~ k ; [ | \ ƒ } r y i \ ! ) \ R [ R ! { � ( } � \ } ) \ � � ( E ! FILE COPY FORM R405-2014 F FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 4 Florida Department of Business and Professional Regulation - Residential Performance method4 Project Name: Anastasia 3418 Left SW Builder Name: Toll Brothers,Inc. ' Street Lot 102 Agamic Beach Permit Office: Atlantic Beech City,State,Zip: Jacksonville ,FL, JuriPermit Number. Owner. Toll Brothers,Ina, County:: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zane 2) New(From Plans) 9. Wall Types(3528.2 agftJ Insulation Area 1. New construction ar ealating a.Frame-Woad,Ededor R=19.0 3274.70 ft' 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 253.50 ft' 3. Number of units,if multiple family 1 c.N/A R• fP 4 d.N/A R= ft' 4. Number of Bedrooms 10.Ceill sgftJ Insulation Area 5. Is this a worst case] No a or Aftic(Vented) R=38.0 2358.00 ft .Under Aid- V R=19.0 338.00 If 6. Conditioned!floor area above grade(ft) 3418 a, R= W Condioned floor area below grade(W) 0 11.Duct, d R it 42 7. Windows(418.3 sgft.) Das llc - Area b.Sup: Atlc Rat Attic AH:2nd cFloor 68328.9 a. U-Factor: Db1,U 33 418.33 ft` SHGC: SHGC 30 ft' 12.Cooling systems ketu/br Efficiency b. U-Fader. N/A a.Central Unit 18.0 SEER:14.00 SHGC: b.Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtufar Efficiency ft' a.Elactric Heal Pump 18.0 HSPF:8.20 d. U-Factor. N/A b.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.002 ft. 14.Hot water systems Area Weighted Average SHGC: 0.300 e.Natural Gas Tend.. Cep:1 gallons 8. Floor Types (3418.0 sgft.) Insula0on Area EF:0.800 a.SlabOn-Grade Edge Insulation R=0.0 2696.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 722.00 ft' None petal c.N/A R- ft' 15.Credits Total Proposed Modified Loads: 72.88 PASS Glass/Floor Area: 0.122 Total Baseline Loads: 80.57 1 hereby certify that the plans and specifications covered by Review of the plans and 0, STg2_ this calculation are in compllance with the Florida Energy specifications covered by this O� n calculation Indicates compliance Code. with theFoangy . y x ` , ;j.;,�•`O PREPARED BY: Ili Before construction Is completed " p DATE: !Yt'if��Ca this building will be inspected for compliance with Section 553.908 �> Florida Statutes. O I hereby certgy that this building,as designed,is In compliance �c0b 1Srs'L�9 with the Florida Energy Cod OWNER/AGENT, BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factorysealed 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. Page 1 of 5 8/8/20163:21 PM EnargyGauBe®USA-FlaRes2014 Section R405.4.1 Comphant Software 1 FORM R405-2014 PROJECT Tifle: Anastasla 3418 Left SW 'Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3418 Lot# Owner. Toll Brothers,Ina Total Stories: 2 Biock/SubDlvision: #of Lots: i Worst Case: No PlalBook: Builder Name: Toll Brothers,Inc. Rotate Angle: 0 Street: Lot 102 Atlantic Beach Permit Office: Atlantic Beads Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,MP: Jacksonville Family Type: Single-family FL, New/Exisling: Now(From Plans) Comment: CLIMATE IECC Design Temp Int Design Tamp Heating Design Dally Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLEINT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume _ 1 Blocks 260 26960 2 Block2 722 6498 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infli 10 Finished Cooled Healed 1 Main 2696 26960 Yes 4 3 1 Yes Yes Yes 2 2nd Floor 722 6498 No - 1 1 7 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tits Wood Carpst iSlab-0n-Grade Edge lnaulsllo Main 221.6fl 0 2696 It' "_- 0 0 1 1 2 Floor Over Other Spam 2nd Floor — --- 722 fP 0 0 0 1 ROOF Roof Gable Roof Soler SA Emig Emlft Deck Pitch # Type Materials Area Area Color Above Tested Tested Insul. (tle9) 1 Gable or shed Composition shingles 3123 Its 768 ft' Medium D.6 N 0.9 No 0 30.3 ATTIC V # Type Ventilation Vent Ratio(I In) Area RBS IRCC 1 Full.1ic Vented 300 2696 it. N N i i 8/62016 3:21 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 i FORM R405-2014 CEILING g Calling Typa Space R-Value Ins Typa Area Framing Frac Truss Tye 1 Under Adlc(Vented) Main 38 Blown 1753 it 0.11 Wood 2 Under Attic(Vented) 2nd Floor 38 Blown 605W 0.11 Wood T3 Under AtBc(Vented) 2nd Floor 19 Blown 117ft' 0.11 Wood _ 4 UnderA6iC(Vented) Main 19 Blown 221 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Soler Below V x nmt-Tu WaILTyPe SVece °-rraWe�J-.In-EL-J e.• °-v�lua-Erectlon�bsouDreda%- �i SW Exterior Frame-Wood Mein 19 18 10 10 0 166.3 ft' 0 0.23 0.6 0 V 2 SW Exterior Frame-Wood 2nd Floor 19 38 0 9 0 342.0 ft' D 0.23 0.6 0 V3 SE Exterior Frame-Wood Main 19 80 2 10 0 801.7W 0 0.23 0.6 0 V 4 SE Exterior Fraena-Woad 2nd Floor 19 20 6 9 0 184.5fl 0 0.23 0.6 0 .5 NE Exterior Frame-Wood Main 19 45 0 10 0 450.0 ft' 0 0.23 0.6 0 �6 NE Exterior Frame-Wood 2nd Floor 19 38 0 9 0 342.0 ft' 0 0.23 0.6 0 7 NW Exterior Frame-Woad Main 19 80 2 10 0 8017 ft' 0 0.23 0.6 0 �/ 8 NW Exterior Frame-Wood 2nd Floor 19 20 6 9 0 164.5ft 0 (I'm 0.6 0 � / 1' 9 SW Garage Frame-Wood Mein 13 28 2 9 0 253.5W 0 0.23 0.01 0 DOORS B Omt Door Type Spare Storms U-Value Fl Width In Feightln Area 1 SW Insulated Mein None .54 3 8 24 ft' 2 SW Wood Main None .39 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered Proposed orientation. Wall Overhang 4 Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Scraening �L 1 SW 1 Vinyl Law-E Double Yes 0.33 0.3 8.0 ft' 9 it 41n 1 it D In None Exterior 5 2 SW 1 Vinyl Low-E Double Yes 0.33 0.3 36.0 M 6 it 4 In 1 If 0 in Dra,awnblinde Extedor 5 3 BE 3 Vinyl Low-E Double Yes 0.33 0.3 45.0 ft' 1 114l ift01n None Exterior _ 4 BE 3 Vinyl Law-E Double Yes 0.33 0.3 18.0 ft' i it 4 In 1 it D in Drapeslblinds Exterior 5 5 HE 5 Vinyl Low-EDouble Yes 0.33 0.3 128.0 ft' 18ft2ln 1ft0 in None Exterior 6 NE 5 Vinyl Law-E Double Yes 0.33 0.3 30.0 it- 1 ft 41n 1 ft 0 In Drapesiblinds Exterior 5 7 NW 7 Vinyl Low-E Double Yes 0.33 0.3 60.0W ift41n 1ft01n Drapeslbllnds Exterior 8 SW 2 Vinyl Low-E Double Yes 0.33 0.3 6.0 ft' 1ft41n Ift0in Drap"Iblinds Exteriors 9 BE 4 Vinyl Low-E Double Yea 0.33 0.3 30.0 ft1 it 41n ift0in Drapeslblinds Exterior 10 NE 6 Vinyl Low-E Double Yea 0.33 0.3 3.0 ft' tft41n lit 01n Drapealb8nds Exterior5 11 NE 6 Vinyl Low-E Double Yes 0.33 0.3 3.0 IF 1ft4 in 1It Din None Exterior5 T V 12 NW 8 Vinyl Low-E Double Yea 0.33 0.3 30.0 ft' ift4 in ift01n None Exterior 13 BE 3 Vinyl Low-E Double Yes 0.33 0.3 21.3 IF 19 it Bin 1ft0 in Drpealbllnds Exterior 1 818120163:21 PM Enef9yGaugeS USA-FlaRes2014 Erolion R405.4.1 Compliant Software Page 3 o15 i FORM R405-2014 GARAGE # Floor Area Calling Area Exposed Well Perimeter Avg.Wall Height Exposed Wall Insulation 1 602 fN 602 ft- 67 ft e ft INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouss Prope" ACH(50) .000377 2]88.2 153.0] 28].88 .2948 5 HEATING SYSTEM Subtype EfBden-y Capacity Black Ducts # System Type 2 sya#1 1 Ekdric Heat Pump Split HSPF:8.2 18 kBtulhr 2 Electric Heat Pump Split HSPF:8.2 36 kBtulhr 1 sys#2 COOLING SYSTEM # SystType Subtype E@Idancy CaPeoity All Flow SHR Block Ducts em 1 Central Unit Split SEER:14 78 kBtwhr 540 Gm 0.7 2 sys#1 2 Central Unit Split SEER: 14 36 kBlumr 1060 ofm 0.7 1 sys#2 HOT WATER SYSTEM IF System Type SubType Location EF Cap Use SetPnt Conserved-- ,L 1 Natural Gas Tanklesa Exterior 0.8 iBal 80.9 gel 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSECCompany Name System Model# Collector Model# Area Volume FEF IF None None DUCTS —Supply — —Return-- Air CFM25 CFM25 HVAC If # Location R-Value Area Looetl-n Area Leakage Type Handler TOT OUT ON RLF Heat Cod 1 Attic 6 242#' ABie 82.225 Default leakage 2nd Flow (Default) (Default) 2 ABk 6 328.9ft Attic 82.225 Default Leakage Attic (Default) (Default) 2 2 I i 8/8/2076 3:21 PM EnergyGaugell)USA-FlaRe32014 Section R405.4.1 Compliant Software Page 4 of FORM R405-2014 TEMPERATURES 1 He g9mablre0r0((TJartnosterDC(''Feb �r%3 Mer rf APr Ceiling Fans: % Jan Ju' Auug gp OG Nov rf% mac Venting [ ]Jan [ )Feb I%]Mar I%�APr May Jul ��Aug rl Sep Oct Nov [ Dec Thermostat Schedule: HERS 2006 Refamnm Hem Schedule Type 1 2 3 4 5 8 ] 8 9 10 11 12 Cooling(m) AM 78 78 78 70 78 78 78 70 70 ]B 80 80 80 So PM 80 80 78 78 78 78 ]8 78 78 7B Coding(WEH) AM 78 70 78 ]B 78 70 78 78 78 78 78 78 PM 78 78 70 78 78 ]8 78 78 78 70 78 78 Healing(WD) PM 68 68 68 68 68 66 68 68 68 88 fib 66 8 68 66 Heaing(WEH) AM 66 86 66 fib 66 68 68 68 68 68 68 6B PM fib 68 88 68 68 66 68 60 68 68 66 65 I i I I 818120183:21 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Saftware Page 5 of ' FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) l DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index,the more efficient the home. Lot 102 Atlantic Beach , Jacksonville , FL, New Plans) 9. Well Types Insulation Area 1. New consWcbon or existing a.Frame-Wood Extedor R=19.0 3274.708' 2. Single family or mutllple family Single-family b.Frame-Wood Adjacent R-13.0 253.50 ft' 3. Number of units,if multiple family i c.WA RM ft' 4 d.MA R= fl' 4. Number of Bedmoms 10.Gelling Types Insulation Area 5. Is this a worst We-? No a.Under Attic(Vented) R=38.0 235 .00 i 3418 b.Under Adlc(Vented) R=19.0 338.008' 6. Conditioned floor area(ft') c NIA R= ft' Z Windows- Description Area 11.Ducts R IF a. U-Factor. Obl,U=0.33 418.33 8' e.Sup:Attic,Ret:Aft AH:2nd Floor 6 242 SHGC: SHGC-0.30 b.Sup: Attic,Rat Attie,AN:ABk 8 328.9 b. U-FeUcr. NIA ft' 12.Cooling systems kBlulhr Efficiency SHGC: a.Central Unit 18.0 SEER:14.00 c. U-Factor. Mb.Central Unit A 8' 36.0 SEERA4.00 SHGC: d. SHGC:U-Factor N/A ft' 13.Heating systems kBt 18. Efficiency SHGC: e.Electric Heel Pump 16.0 HSPF:8.20 Area Weighted Average Overhang Dept: 8.002 ft. b.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 0.300 14.Hol water systems S. Floor Types Insulation Area Cap:i gallons a.Natural Gas EF:0.0 a.Slab-OnGrede Edge Insulation R=0.0 2696.00 IF It.Floor Over Other Space R=0.0 722.008' b. Conservation features u NIA R= ft' None 15.Credits Patel I certify that this home has complied with the Florida Energy Efficiency Code for Building 4.tris S Construction through the above energy saving features which will be installed(or exceeded) e 3, 0�, In this home before final inspection. Otherwise, a new EPL Display Card will ba completed ,,," , R nr based on Installed Code co I' eatures. Builder Signature: Date: ILI I * Address of New Homel-1511 IVICkyj}IMC OCIK tw. City/FLZip: {tOb wc'�� *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 energygauga.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. 0/812016 3:21 PM EnergyGauge®USA-FI&Res2014 -Section R405.4.1 Compliant Software Page i of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: La1102 Atlantic Beach Permit Number: i Jacksonvpb ,FL, NJANDATORY REQUIREMENTS See individual code sections for full details. '(- gf 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 cadipad by the builder to be accurate and correct before final approval of the building for occupancy.Florida low [Section 553.9085,Florida Statues]requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpresold 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 cartl completed and signed by the builder accurately reflects the plans and spackcsti.n.submitted to demonstrate compliance for the building.A copy of the EPL display cad can be found In Appendix C. R402.4 Air leakage(Mandatory). The building III envelope shall be constructed to limit air leakage In accordance with the requirements of i 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 R402.4.12 The E sealing methods between dissimilar materials shall allow for deferential expansion and contraction. ly • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed In P accordance with the manufacturers Instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of censbdcdon. r Mere required by the coda official,an approved third party shall Inspect all components and verify compliance. 8402.4.1.2 Thour in The building Zones or dwelling dolt shall be atested and verified as having an air leakage rate of not exceeding 5 air t changer per hour in Climate Zones f and 2,and 3 air changes per hour In Climate Zones off II testing S.Testing shell be concluded with a blower door ala pressure of O2 ashes aw.g. re ult Pascals).Mere requlmd signs by the code official,Testing shall be conducted to an approved thio party.A written report of the results of the last shall be signed by the party conducting Ne test and provided to the rude official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Ddedor windows and doors,fireplace and stove tloors shall be closed,but not sealed,beyond the Intended weatherstripping or other Infiltration control measures; 2.Dampens Including exhaust,Intake,makeup air,backdraR and flue dampers shall be closed,but not sealed beyond Intended infilhalion control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous venklakon systems and heal recovery ventilators shall be closed and sealed, 5.Heating and cooling systems,H Installed at the time of the test,shall be turned off;and 6.Supply and return registers,if 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. 8402.4.3 Fenestration air leakage.NSndows,skylights and siding glass tloors shall have an air inflltratlon rete of no moa than 0.3 dm per square foot(1.5 1-a/m2),and swinging doors no more than 0.5 dm per square foot(2.6 Ushr2),when tested according to NFRC 400 or AAMAfWDMAICSA 1011I.S.2IA440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. Exception: Site-bulk windows,skylights and doors. 8402.4.4 Recessed lighting. Recessed luminaires Installed In the building thermal envelope shall be sealed to lark air leakage between conditioned and unconditioned spaces.All recessed luminaires shall he IC-rated and labeled as having an air leakage rate not more then 2.0 cfm(0.944 Us)when tested In accordance with ASTM E 283 at a 1.57 Pat(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or ceiling covering. W_ R403.1.1 Thermostat provision(Mandatory). At 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 electduresistance beat shall have controls that,except during defrost,prevent supplemental heal opembon when the heal pump compressor can meet the heating load. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that torn the primary air containment passageways for air distribution systems shall be considered duds and plenum chambers,shall be constructed and sealed in accordance with Badlon C403.2.71 of the Commercial Provisions of this code and shell be shown to meal dud lightness criteria by past-construction or rough-In testing below. Duct rightness shall be veined by testing to Section 803 of the RESNEr Standards by either an energy rater certified in accordance with Beckon 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free'by either of the following: 1. Post-cen.00dion test:Total leakage shall be less than ler equal to 4 dm if 13 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tasted at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system,including the manufacturers air handler enclosure.All register boots shall be taped or othemise sealed during the test. 2. Rough-In test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at s pressure differential of 0.1 Inches w.g.(25Pa)across the system,Including the manufacturer's air handler enclosure.All registers shall be taped ler otherwise sealed during the test.If the air handler is not Installed at the time of the teat,total leakage shall be less than or equal to 3 dm (85 1-horn)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for duds and air handlers located enthey within the building envelope. 2. Duct testing Is not mandatory for buildings complying by Section R405 of this code. WM0163:21 PM EnergyGaugeS USA-FlaRes2014 -Section 8405.4.1 Com Pagel of 3. FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.13 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(41.0) or below 55-F(131 shall be insulated to a minimum of R-3., / R403.3.1 Protection of piping insulation. m 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 of the hot-water circulating pump when the system is not in use. w R403.4.3 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 shell consist of either a commercially available heat trap or a downward and upward bend of at least 3%Inches fig mm)In the hot water distribution line and cold water line located as close as possible J to the storage tank. KI R403.4.4 Water heater oficiencies(Mandatory). R403.4.4d Storage water heater temperature Controls R403A.4.1.1 Automatic controls. Service her heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum temperature salting range shall be from 1B0'F to 140'F(38-C to 80-C). R403.4A.1.2 Shutdown. A separate switch ora cleats marked circuli breaker shall be provided to permit the power supplied to electric service systems to be turned of.A separate valve shalt be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heaft systems to be turned off. pl R403.4.4.2 Water heating equipment Water healing equipment Installed in residential units shall most the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment Installed. Equipment used to provide healing functions as pad of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criterla Section R403.4.4.21. R403A.4.2d 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 delentlned from the Florida Solar Energy Center Directory of Gentled Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9808,Test Methods for Solar Collectors, and SRCC Standard Thl Solar Domestic Hol Water System and Component Test Protocol,Collectors In installed solar water heating systems should meet the following criteria: 1. Be Installed with a bit angle between 10 degrees and 40 degrees of the horizontal;and 2. Be Installed at an orientation within 45 degrees of true south. R403.8 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meats the requirements of the F' Florida Building Code,RBsMentlai 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. R403.8 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and healing equipment. R403.8.1 Equipment sizing• Heating and cooling equipment shall be sized In accordance with ACOA 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 loads for Ne directional orientation of the building.The manufacturer and model number of the outdoor and Indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not Include loads created by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • 8403.8.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that Its total capacity Is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected In Section 403.8,or the closest available sloe provided by the manufacturers product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. i 81813:21 PM EnergyGauge4D USA-Flalkes2014 -Section 8405.4.1 Com Page 2 of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 8403.6.1.1 cooling equipment capacity.(continued) The published vakeforAHRI total capacity 4s a nominal,rating-lest value and shelf not be used far equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shop be used to select cooling-only equipment.This semolina shall be based on the outdoor design dry bulb temperature 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 tlry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains 9the 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 load. 2. When signed and sealed by a Florida-registered engineer,In attached single-and mull)-famly units,the capacity of equipment may to sized In accordance with goad design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8401.6.1.1 and the heat pump total coaling 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 R4M.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with nature[draft atmospheric burners shall not be less than the design load calculated In accordance with Section R403.6.1. R403.64.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment mpaclty on an intermittent basis,such as anticipated additional loads mused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the fallowing options: - 1. A separate cooling or healing system Is utilized to provide cooling or healing to the major entertainment cress. 2. A variable capacity system sized for optimum performance during base load periods la 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. l ❑ R403.6 Snow melt system controls(Mandatory). Snow and ice-melling systems,supplied through anergy service to the building,shall Include automatic controls capable of shuping off the system when the pavement temperature Is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified In Sections R403.9.1 through R403.9.3 and In accordance with ANSVAPSP-15.The energy requirements for portable spas shall he in accordance with ANSVAPSP-14. O R403.9.1 Pool and spa heaters. Al pool heaters shall be equlpped will a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas.and ollAred pool and apace heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI 2 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Haat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard pushing Conditlons-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heal pumps aro not required to meet this standard. O R403.9.2 Time switches. Time switches u other control method that can automatically turnoff and on heaters and pumps according to a preset schedule shall be Installed on all heaters and pumps.Heaters,pumps and motors that have bulk In timers shall be deemed In compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool hearing systems. 3. Where pumps are powered exclusively from on-site renewable generation. O 8403.9.3 Covers. Heated swimming pools and Ingmund permanently installed spas shall be equipped with a vapor-retardant cover an or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heal pump or solar anergy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps In permanently Installed lighting fixtures shall be high-eMcacy lamps or a minimum of 75 percent of permanently installetl lighting figures shall contain only high efficacy lamps. Exception: Low-vokage lighting shall not be required to utilize high-effleacy,lamps. R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R40YPerformance ONLY. All ducts not entirety Inside the building thermal envelope shall be Insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have suf font space,R-10 Is allowed. 1 8JM0163:21 PM EneMyGauge®USA-FlaRea2014 -Section R405.4.1 Cam Page 3of3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Anastasia 3416 Left BW Builder Name: Toll Broth.m.Inc. Street Lot 102 Atlantic Beach Penult Office: Atlantic Beach City,Slate,zip: Jacksonville ,FL, Permit Number. Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal harder A continuous air barrier shall be installed In the building envelope. / Exterior thermal envelope contains a continuous barrier. Breaks orjoihm In the air barrier shall be sealed. Air-permeable Insulation shall not be used as a sealing material. Ceilinglat[ic The air baffler In any dropped ceiling/soffit shall be aligned with the insulation and any gaps In the air bonier shall be sealed. Access openings,drop down stairs or knee wall door: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)unction of the top plate and the top or extedorwalls 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. i 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 sublimer decking. The air barrier shall be Installed at any exposed edge of Insulation. Crawl space walls Where provided In lieu of floor Insulation,Insulatlon shall be permanently attached to the crawlspace wells. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overtopping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned 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 shell be cut neatly to fit around wiling and plumbing In exledor walls,or insulaflon 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 tubs shall be insulated and the air barrier 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 banner shall be Installed on fireplace walls.Fireplaces shell have gaskeled doors 6/6!20163:21 PM EneMyGaugeOUSA-RaRes2014 Section R405.4.1 Compliant Software Pagel oft i i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Anastasio 3418 Left SW Builder Nemo: Toll Brothers,Inc. Street: Lot 102 Atlantic Beach Permltofllce: Ariantlo Beach City,State,Zip: Jacksonville ,FL, permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3418 sq.ft. Cond.Volume: 33458 cult Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: I ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Tesfing. The building 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 2,3 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.(s0 pascals).Vvhere 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 parry conducting the teal 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.Exterior windows and doors,fireplace and stove doors shall he closed,but not sealed,beyond Ne 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 doom,If installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5.Hearing and cooling systems,if installed at the time of the test,shall be turned off,and I 6.Supply and return registers,If Installed at the time of the lest,shall be fully open. I I hereby certify that the above envelope leakage Where required by the code official, 04(}tri Sp ATB performance results demonstrate compliance testing shall be conducted by an �V „ a 0.h with Florida Energy Code requirements in approved third party.A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. CGD JVB' J� PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: i 818120163:21 plus EnergyGauge®USA-FleRes2014 -Section R405.4.1 Compliant Software Paget oft AirGowan Project Summary Job: " '"'" (Rest of House) By: s.pn.r Barber C`'Idi4M✓iq McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road.Orenpe Ps*,n=73 P. WF278-0338 Fu:9110.2Ta0300 EmeltWeb:wxx.mWaOanaec.oam Promect Information For: Steve Merten,Toll Brothers,Inc. 160 Cape May Ave.,Porte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbmthersinc.mm Notes: The Anastasia Design Information 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 25422 Btuh Structure 20278 Btuh Ducts 3714 Btuh Ducts 4723 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Bluth Equipment load 29135 Btuh Use manufacturer's data y Rale/swing multiplier Infiltration Eq 'pm t ensible Ioad Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3369 Btuh Ducts 828 Btuh Heating Cooling Central vent(0 cfm) Btuh Area(fl� 2696 2696 Equi p 111P�11,,,n 439 Btuh Wlume(n 27394 27394 Air changes/hour 0.23 0.13 Equipment tot Ii to d gr�99fS7 Btuh Equiv.AVF(cfm) 107 57 eq. o a capaclfy at 0.70 SHR — 3..0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carder Trade Trade Model CH14NBO36 Cond CH14NBO36 AHRI ref Coil FB4CNP036 AHRI ref Efficiency 8.2 HSPF Efficiency 11.0 EER,14 SEER Heating Input Sensible cooling 23520 Btuh Heating output 33400 BWh@47-F Latent cooling 10080 Btuh 33600 Btuh Temperature rise 29 "F Total cooling Actual air flow 1050 cfm Actual air flow 1200 afm Airflowfactor 0.036 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ZBl0 ,4e10:•A:w wrightsoft' tan solder EyN..ft 17,003 SU12270 Pellet N"Ck ...elmNW\Toll Bfoll�enWneNeela 3ilB Lef,rvp Ce -MJB Fmnl Oaorlecca:Sw lwih a0an� Project Summary Dae: cw' up By: at•pM1en Barber McGowan's Heating &Air Conditioning, Inc. 9950 CdIina Roatl,OrayePeM,Fl920T3 PM1ana:9042TBW9B Fw:�4R40389 Emelt:komy®mcpcwenaea.¢m NbE:vwxJrvycwneec.wm Project Information For: Steve Menen,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedro,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrotheminc.com Notes: The Anastasia Design Information 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 TO 38 °F Design TO 24 'F Daily range M Relative humidity 50 Moisture difference 61 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7022 Btuh Structure 7019 Btuh Ducts 976 Btuh Ducts 1324 Btuh Central vent(0 cim) 0 Btuh Central vent(0 dm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7998 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment nsble load 14AA>Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1975 Btuh Ducts 236 Btuh Heating Cooling Central vent(0 dm) Btuh Area(fly 722 722 Equipment latent load 7 tuh Vblume(fV) 6919 6919 Air changes/hour 0.46 0.25 Eq ipme ttorarin=d 1 tuh Equiv.AVF(ctm) 53 28 Ffeq.total capacity at 0.70 SHR .5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NBO18 Cond CH14NBO18 AHRI ref Coil F84CNP018 AHRI ref Efficiency 8.2 HSPF Efficiency 11.0 EER, 14 SEER Healing input Sensible cooling 12180 Btuh Heating output 16800 Btuh@47-F Latent cooling 5220 Btuh Temperature rise 29 °F Total cooling 17400 Btuh Actual air flow 525 dm Actual air flow 525 cfm Air flow factor 0.066 dm/Btuh Air flow factor 0.063 cfin/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .:S� + Wrightsoft* C—.BuiMerwwngM ftVao3Rsu12270 2016 pn 91 .50,W Arr'k ...MdlwlTall&o MWn.9-3418LeM1rvp Cd—MJS FrcnlOm M—SW Firs(Floor 10x8 8' Maelal Belh p IB x 18 ]'Pon Masser Bad._§T,^�J ® m.e 8' I 3"fan rIv 4 xB Fan 14' 10%6 B' g � 12' he, sill 8x4 8x< 4' L8' Ix8 BxH yaa a 8x10 p 2-,8' � y Bntlmnm +� .12 8' 8x1 ' 418 1x4 2-way 00 Qe 'Fan _ e' FlkM1en "si4 xib gx 14 6' 2.,ey M' alelrs. B atlra om 3 aNry Halls Bx< 0.g B, pv.� Car¢.1. 12x12 10 x6 x10 10x6 B• 9' 18" 18• 18" Dlning �yoyer Mme. x lo cere9P=.'' mg 110. g'' g' m' Job#: McGowan's Heating &Air Conditioni... Scale: 1 : 122 Performed by Stephen Barber for: Page 1 Bove Menen 4850 Collins Road Comfort Builder by MghdaOfi 16O Cepa MayAw. Orange Park,F1 U073 17.0.03 RSU4210 Ponle vaara.FlBxm1 phone:904-270-0339 F. 909-2]0-03N 201( AM,0810:59:29 Pp :")2PA]98 F—(SM)81681)3 wnw.bl®Idgxa.mn alil¢rIM®IdIMOMMInacom W1YW.m0g@MdnSBC.CIXll BfO1hg5W1851851a 3418 L8R NP up v' A� 3 Fa paN`3`;, 4' 8x4 Bat$ tO x.� 3' {4�. i• � B. 12.12 10' betl4 . . 1.x1. 4" MS tln 7 Job#: McGowan's Heating &Air Conditioni... Scale: 1 : 122 Performed by Stephen Barber for: Page 2 a.-Me. 4850 Collins Road comfort Milder by M91dsoft 160 cape May Ave, change Park.FI 32073 17.0.03 RSU12210 PulBevadal f132081 Phone:904278-0339 Fax 904-27B-0366 2016-Aug-0810:59:30 Powe:(90e)2170739 F.(9]4)81.8173 w.w.mmmnwn.wm amenw®.dMldnxalnc wm www,mcgowansec.mm korey@mogowansaCoam ...BmffersWashmua 3418 LeR.up Manual S Compliance Report Da: cream„a 1_6 r� (Rest of House) By: Stephen Barber Q'aldlb'b9119 - d McGowan's Heating & Air Conditioning, Inc. "N Wilms Road,0�8PaM.R320"Ph—90427"339 Fac WW27"3E8 Email:torayQ%,00mHmc ten WOb:wvay.mo,owmamwm Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrothersinc.com Cooling Design Conditions Outdoor design DB: 99.2'F Sensible gain: 25001 Btuh Entering coil DB: 75.8'F Outdoor design WB: 80.2°F Latent gain: 4397 Stub Entering will WB: 62.9'F Indoor design DS: 75.0'F Total gain: 29398 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB036+FB4CNP036 Actual airflow: 1200 cfm Sensible capacity: 25295 Btuh 101%of load Latent capacity: 5125 Btuh 11P/of load Total capacity: 30420 Btuh 103%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 29135 Btuh Entering coil DB: 69.13T Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Madel: CH14N8036+FB4CNP036 Actual airflow: 1050 ctm Output capacity: 26457 Stub 91%of load Capacity balance: 30 °F Supplemental heat required: 2679 Stub Economic balance: -99 "F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 dm Output capacity: 8.6 kW 101%of load Temp.rise: 24 'F The above equipment was selected in accordance with ACCA Manual S. MIS-ACa 10:5038 -f Hwrightsott.• Com4gtead.r,NM11mmft17c.03Rsu12270 Pga1 „aHudW%Tdl&oNenWnaaleala 341 8 LOH mp Cak•MJO Front Oar kwa:SW Manual S Compliance Report eb MCGOW P P Date: tNbf,!Og drr ,) P ,y f4 u By: Stephen Barber pYidilrvrruyt B+ . ,. McGowan's Heating &Air Conditioning, Inc. 4850 LONA Ro ,Orar ePmk.Rn073 Phew:9562760338 Fax:004T1a0388 Email:Mrey®mcpcwa sec.mm Wz4:rxm'.m[ycwansac.wn For: Steve Marten,Toll Brothers,Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrotheminc.com Cooling Design Conditions Outdoor design DB: 99.2°F Sensible gain: 12443 Btuh Entering coil DB: 75.frF Outdoor design WB: 80.2°F Latent gain: 2711 Btuh Entering coil WB: 62.9'F Indoor design DS: 75.WF Total gain: 15154 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: CH14NB018+FB4CNP018 Actual airflow: 525 cfm Sensible capacity: 12499 Btuh 100%of load Latent capacity: 2354 Stub 87%of load Total capacity: 14853 Stub 98%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.7'F Heat loss: 7998 Btuh Entering mil DB: 69.6°F Indoor design DB: 70.WF Data at Actual Desi Manufacturer's Performance Da n Conditions g Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB018+FB4CNP018 Actual airflow: 525 cfm Output capacity: 12947 Btuh 162%of load Capacity balance: 16 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 cfm Output capacity: 1.8 kW 78%of load Temp.rise: 10 'F The above equipment was selected in accordance with ACCA Manual S. 2016Aug�10:58:38 WrlghtSOft' C—f.d BendafcyvmuhWft17 03RSu12270 Pa0.2 AC .slmNan\Toll&aNemW slaw 3118 Len me Cak=MJO FmMDarfams:SW Duct System Summa Job: rLcGowan Y Summary Data: HnaM1n98rtir erun„M9, (Rest of House) By: Slaphen Barbar d. McGowan's Heating &Air Conditioning, Inc. 1850 CansRood.OmOe PeM,n 33073 PM1me:XePn 0338 Fee:900.27BOb8 EmMI:homy racwenaeeeom WN:vwx.mcpvuenaecrvm Project Information For: Steve Menen,Toll Brothers, Inc. 160 Cape May Ave., Pointe Vedra, FI 32081 Phone: (904)217-0739 Fax:(904)814-8173 Web:w Aollbrothers.com Email:smenen@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.341/0.159 in H2O 0.341/0.159 in H2O Lowest friction rate 0.079 in/100ft 0.079 irV100ft Actual air flow 1050 din 1200 cfm Total effective length(TEL) 632 ft Supply Branch Detail Table Design Hig CIg Design Clam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) Will) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk eeemnms c 1389 48 67 0.081 6.0 0x0 VIFx 100.0 320.0 sl6 Be nmen3 c 1881 86 90 0.205 6.0 0x0 VIFx 26.0 140.0 st2 one, c 1960 75 94 0.156 6.0 0x0 VIFx 32.9 185.0 st3 Foyer c 1715 74 82 0.212 6.0 0x0 VIFx 20.4 140.0 st2 G.,amens c 2645 90 127 0.129 8.0 Oxo VIFx 44.5 220.0 s14 Oreet Room-C c 2645 90 127 0.122 8.0 Oxo VIFx 53.3 225.0 st4 Greet Room-D c 2645 90 127 0.122 8.0 Oxo VIFx 53.3 225.0 SM uft. c 676 27 32 0.221 5.0 0x0 VIFx 14.0 140.0 st2 Mater Beth h 2846 103 56 0.093 6.0 0x0 VIFx 89.7 275.0 st5 Mover Red. c 1462 69 70 0.097 6.0 0x0 VIFx 80.8 270.0 sty Master Beoome-A c 1462 69 70 0.099 6.0 Oxo VIFx 75.6 270.0 sty Pen" h 148 5 4 0.160 4.0 0x0 VIFx 27.7 185.0 st3 been c 950 42 46 0.079 4.0 Oxo VIFx 110.6 320.0 s16 beds c 3397 129 163 0.204 8.0 0x0 VIFx 26.7 140.0 st2 here h 725 26 17 0.084 4.0 0x0 VIFx 95.0 310.0 sits W. c 90 2 4 0.084 4.0 0x0 VIFx 97.5 310.0 st6 near c 217 10 10 0.212 4.0 Oxo VIFx 20.6 140.0 st2 RnB• c 24 0 1 0.080 4.0 0x0 VIFx 106.7 320.0 sits h421 15 8 0.096 4.0 Oxo VIFx 86.8 270.0 st5 W.2 c 71 2 3 0.080 4.0 Oxo VIFx 100.4 1 325.0 st6 zDlaalo+wri htsoft` CanMBuitlbNpMaM1i7O0RBn1R3]0 Pixel /IM ...sWtlion\Tall&olhenWnesiasia UiSi-eM1mp CWc=MJB FmNDcabax SW Supply Detail Table Hig Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk sl6 Peak AVF 119 138 0.079 312 9.0 0 x 0 VInIFIx st5 st5 Peak AVF 376 342 0.079 479 12.0 0 x 0 VinlFlx st4 st4 Peak AVF 645 723 0.079 677 14.0 0 x 0 VnIFlx sl3 st3 Peak AVF 725 821 0.079 588 16.0 0 x 0 VinlFlx st2 st2 Peak AVF 1050 1200 0.079 679 18.0 0 x 0 VmIFlx DetailReturn Branch Grill Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(n) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb5 0x0 213 151 201.1 0.079 200 14.0 Ox 0 VIFx rt2 rb9 0x0 283 343 148.5 0.107 630 10.0 Ox 0 VIFx rt2 rb3 0x0 221 301 165.9 0.096 215 16.0 Ox 0 VFx rt2 rb1 Oxo 212 260 73.0 0.218 745 8.0 Ox 0 VFx rsb2 0x0 121 145 106.5 0.149 414 8.0 0x 0 VIFx Return Trunk Detail Table Clg Design Veloc Diam H x W Duct Name Type (cfm) (090) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 717 795 0.079 450 18.0 0 x 0 VinlFlx 201arw0610:sa:3e wrighfsoft' camm�emearo,t^.*amaon tzam Rsu12270 Pa0a2 /1r ...aWviion\Toll6oNenVAaslava 3Cte LearuP cYc=MJe FrcM ooskroa:sw 11LCG rBn Duct System Summary Job Byte: fJp By: Stephen Barber McGowan's Heating & Air Conditioning, Inc. ON Conine Road,orange P",F1 32073 Phene:9062]8-[339 Fax:904P60366 E=W Fmftarn uxarx—oom verb:—a.ftx1..x-com Project Information For: Steve Menem,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedm,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrolhersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.290/0.210 in H2O 0.290/0.210 in H2O Lowest friction rate 0.169 in/100ft 0.169 11111 00f Actual air flow 525 cfm 525 cfm Total effective length(TEL) 296 It SupplyDetail Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matt Ln(it) Ln(8) Trunk baµ3 h 556 36 28 0.183 5.0 0x0 AFx 18.0 140.0 sit bed4 c 1944 118 122 0.170 7.0 0x0 VIFx 25.0 145.0 all bed aA c 1944 118 122 0.169 7.0 0x0 AFx 26.5 145.0 all Ian-A c 1874 113 118 0.170 7.0 0x0 MFx 25.3 145.0 sit Ion-a c 1874 113 118 0.172 7.0 0x0 VIFx 23.3 145.0 sit yno+A h 378 25 17 0.173 4.0 0x0 VIFx 22.1 145.0 sit SupplyDetail Table Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (n) (in) Material Trunk sit Peak AVF 525 525 0.169 1 491 14.0 1 0 x 0 VIRIFIX Return Branch Detail Table Htg Clg TEL Design Vetoc Diam H x W Stud/Joist Dud Name Size(in) (cfm) i (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mail Trunk rb4 0x0 175 162 124.5 0.169 320 10.0 ox 0 VIFx nit rb2 0x0 350 363 121.5 0.173 339 14.0 ox 0 VIFx ni wri htsoft' xoi Bygwloss:33 g c—ran Bunftaby Nkghbo1117A03RSU1227D Pape3 ..eWNm\Tdl Ordher¢Nnaex$ie3113 Le0.mp CW—MA FmMDoorfxm:SW Return Trunk Detail Table TrunkHtg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk n1 Peak AVF 525 525 0.169 491 14.0 0 x 0 VnlFlx wri htsoft- 2nisrm•oe is MW ,. 9 common amide,ey wgmeon n.o00 Rsm22r0 Pe•e4 ....wm��ron eranenun. mire yen.ryP eek-uta Fmm000«ee:M BCS:1 4627 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, rL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 9'-1 11 /8" - - - —' 10'-1 1 /a" SECOND FLOOR LAYOUT ] 12'-1 1 /a" SCALE: 3/ 16" = lb" THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These musses am designed as individual building Components to be incorporated into the building design at the specification of the building designer. See individual design sheets �• for each muss design identified on the placement drawing.The building designer is responsible for temporary 'a 3 and permanent bracing of the roof and floor system and for the overall E^ structure.The design of the truss support structure including headers, beams,walls,and Columns is the responsibility of the building designer. 4 For general guidance regarding bracing,consult•Sracing of Wood $ Trusses'available from the Truss Plate Institute,583 D'Oniffio Drive;Madison, WI 53179. ATTENTION. Refer to muss layout and engineering z e documents that arrive with delivered • field trusses. Unless noted otherwise,all beams are by others. REVISION DATE Conrnae CXECKCO eV 00/00/15 H �PrU Ory U. +0 ' USP TI@6 L S 6WN—,=:yLyl Cue.T TOLL JUSN 3H BRCTXERB USP JUSN -�3US, ATLANTIC BFJCX ItSP HDZL�026 1 9UBCIv161Cry f USP T1nffi3 ]J ANTICH.RIT... USP TIES USP TMne+x + USP @b] + MGGEL ANASTASIA @ @ usP Trow +t — �Wy ELEVATION COASTAL Pmt P" av -414-a5VER� I 3 DRAWN BY LOT # RAS FIRST FLOOR LAYOUT DATE SCALE : 3/ 16" = 1 '0" 08/01/2018 02 1REPO 10628 FILE COPY PA 4 E e ccr _ ru 1 ' 8 1 - s - � � � - % - 1 lllllle Lumber design values are in accordance with ANSI/TPI 1 section 6.3 F11 E TJ1ewAWdesigns rely on lumber values established by others. Mffeke ffVV'' t RE: 10628TO- Anastasia MiTek USA, Inc. Site Information: 6904 Parke East BIM. Customer Info: Toll Brothers Project Name: Anastasia Model: Tampa,FL 33610-4115 Lot(Block: 102 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL Name Address and License#of Structural Engineer of Record, If there Is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 75 Individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 79167997 EJ01 8/1/16 23 T9168019 HJ01 8/1/16 2 T9167998 EJ02 8/1/16 24 T9168020 HJ02 SAMS 3 79167999 EJ03 8/1/16 25 T9168021 P01 8/1/16 4 T9168000 EJ06 8/1/16 26 T9168022 P02 8/1/16 5 T9168001 EJ07 8/1/16 27 T9168023 P03 8/1/16 6 T9168002 F01 8/1/16 28 T9168024 P03A 8/1/16 7 79168003 F02 8/1/16 29 T9168025 PO4 8/1/16 8 T9168004 F03 8/1/16 30 T9168026 P05 8/1/16 10 T9168006 FG02 8/1/16 32 T9168028 T02 8/116 11 T9168007 FG03 8/1/16 33 T9168029 T03 8/1/16 12 T9168008 FG04 8/1/16 34 T9168030 T04 8/1/16 13 T9168009 FG06 8/1/16 35 T9168031 T05 8/1/16 14 T9168010 FG07 8/1/16 -36 -T9168032 -T06' "8/1/f6 15 T9168011 FG08 8/1/16 37 T9168033 T07 8/1/16 16 T9168012 FG09 8/1/16 38 T9168034 T08 8/1/16 17 T9168013 FG10 8/1/16 39 T9168035 T09 8/1/16 18 T9168014 FT01 8/1/16 40 T9168036 T10 B/1/16 19 T9168015 FI-02 8/1/16 41 T9168037 T11 8/1/16 20 T9168016 FT03 8/1/16 42 T9168038 T12 8/1/16 21 T9168017 FT04 8/1/16 43 T9168039 T73 8/1/16 22 T9168018 GEB01 8/1/16 44 T9168040 TI 8/1/16 i p11rI pII The truss drawing(s)referenced above have been prepared by MiTek �� UIN VFI'4e USA,Inc. under my direct supervision based on the parameters p E N SF provided by Building Component Supply. Truss Design Engineer's Name: Velez,Joaquin 2 82 My license renewal date for the state of Florida is February 28,2017. Cc+ STATE OF :4J IMPORTANT NOTE: The seal on these toss component designs is a certification 'Ot•'o< O p `�,� that the engineer named is licensed in the jurisdiction($)identified and that the i�F '• , O R �� designs comply with ANSITPi I. These designs are based upon parameters 'i shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ! ONAI- O givento MiTek. Any project specific information included is for MTek's customers 'rtr,ll Hrrrt$� file reference purpose only,and was not taken into account in the preparation of Jopusi yWx ff xo.eB1R these designs. MiTek has not independently verified the applicability of the design MITMUSA lM.Rrpt9 parameters or the designs for any particular building. Before use,the building designer ree/Pub Fxtlura.Tempe R336te should verify applicability of design parameters and property incorporate these designs 111s: into the overall building design per ANSITPI 1,Chapter 2. August 1,2016 Velez,Joaquin 1 of 2 s `✓,V i RE: 10628TO -Anastasia Site Information: Customer Info: Toll Brothers Project Name: Anastasia Model: Lot/Block: 102 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL No. Seal# Truss Name Date 45 79168041 T15 8/1/16 46 79168042 T16 8/1/16 47 79168043 T17 8/1/16 48 79168044 T18 8/1/16 49 T9168045 T19 8/1/16 50 T9168046 T20 8/1/16 51 T9168047 T21 8/1/16 52 T9168048 T22 8/1/16 53 T9168049 T24 8/1/16 54 T9168050 T25 8/1/16 55 T9168051 T2 56 T9168052 T27 8/1%16 57 T9168053 T28 811/16 58 T9168054 T29 8/1/16 59 79168055 T30 8/1/16 60 T9166056 T31 8/1/16 61 T9168057 T32 811/16 62 T9168058 T33 811/16 6 T9168059 116 64 T9168060 T35 811/ 16 65 T9168061 T36 8/1/16 66 T9168062 T37 8/1/16 67 79168063 T38 8/1/16 69 T9168065 T40 8%116 70 T9168066 T41 8/1/16 71 T9168067 T42 8/1/16 72 T9168068 T43 8/1/18 73 T9168069 T44 8/1/16 74 T9168070 T45 8/1/16 75 T9168071 Vol 8/1/16 2 of :Jab Tru. Thl.s Typo OlY Pty Pnes0.sie T918]90] 10328TO Sint Jack-Open 5 1 Job Re MITee o stun umall BMMirg CnmponeM Supply, Jadsomllle,FI32256 3BUB Apr 2020xEdPklrb.Xi W, wBon Aug Ot.:32:4320MVIaget 16.WOG2yxTVP30U8_]IOVMeVywExl-PIIB.kpk2eHJgyEwBBeb®_5EY1 3MOPggOMvgygl¢ td-0 t$O � AA w A^ WaRA Sole=1:134 zm FU 2 2x4 II t 0 � w 4 x411 tde 1d0 LOADINB(peg SPACING 2-00 CSI. DEF1- In 0.) Vdefl UO PLATES amp TCLL 20.0 Plate Call,DOL 1.25 TO 0.07 Vem(LL) 0.00 4 >999 240 MT20 24W190 TCDm L 10.0 LubDO er L 1.25 BC 0.05 Wm(AL) -0.00 4 >999 1B0 BOLL 0.0Rep M.Ina YES WB 0.00 Hoa(AL) -0.00 2 Ne Na BCDL 10.0 Co0,FBC2014RPY Maaix-MS Welght] s FT=2M LUMBER SAACING- TOPCHORD 2x4 SP No,2 TOPCHORD Structural wood sheatNng directly applied or 18-GocpuMrs, BOTCHORD 2x4 SP No.2 except it vedicals. WEBS 2x4 SP No.3 BOT CHORD Rigld.fling direNyapplied or 100-0 ce bracing. REACTIONS. (Ib/sini) 4=00/0-3E,2= Wripmencel,3=17RAecllanlW Max Hon,4=45(-C 12) Max Uplift 4-4(LC 8),2-W(I-C 12).3=20(LC 12) Max Gmv 4=30(LC 1),2=16,4C 1]),3=29(LC 3) FORCES (Ib)-Mev.Camp Mtex.Ten.-MI tomes 250(Ib)or le.except M.shovm. NOTES- 1)W Ind:ASCE]-16,Vult=130mph(3-secend gust)Vasil=101 mph;TCDL=5Apai;BCDL=S.Ops[1k25R:8=45X;L=24X;Gopna 1R,Cat. ll;Em B;Encl.,OCpl=0.18;MFRS(diredbnag and O-O Exter er(2)tune;end vertical lett exposed;porch left and right eNesed;C-C for members and forces 8 MFRS for reactions shorn;Lumber DDL=1,80 plate grip DOL=1.80 2)This truss has bean designed lora 10.0 pet bottom chord Ilse bad nonsencur.nl with any other llve bads. 3)'This inion has been coughed for a live load of 20 Opt on to beftam chord in all ereas wfiere a reMzngle 380 tall by 2 0-0s said. will M bMween the bottom chord arhd any other members. 4)Refer to girder(s)ter truss to W.connections. 5)Povldc mechanical connection(by conceit of three to bearing plate capable M wlibstanding 1001b uplift atjdnt(s)4,2,3. Q WAX-xnrhr f'h..emNmv —h NO].WI iM3 xNe MCLUOEn MIIExaEFEaAH[EYA6EMl]1IJn¢Ia9YNI5 BEFUFEUSE. Ldasx., .s M'IeMheunuhsrRra.,rh Lvrse,l.,N.r+n Wmiolars9xrvm,antarum MUMM WticM{wmµnenl.rol Ihn"O,sho Be4elee.11w dNUrp wmu,a mNlvenN MSapYCRAIN u1,Hesp,ryhrmwlenatl PunaY aW,Nle I1MOSYJn Molruoveh<el Wdq .9aJ'glrclCale04MPevenldtllMolxMAAN IwwW milesrhudm"IftcNY. Mllbd bmWT'agnaono¢nl lvacMW Mire k' k Rwa FOoxxed Is....pr ro.hxlMm WWMe pe'IwMxlkryaggW�tY WnWe. Fu 9ehhehtl rrpTce hepvelq Me HN Peke ENa1N .UdWe.dHNerv.e,eclbn tlNldmlrxl ollnhvefaMlnaayile,nt.we.WL/1%I OYdIM UIwb,ML49aM BC91WNN9Canyurxnl Te,rpe.IT sw sena,Mpmylon ..pan Llmflale xrtePhle.RlB N.lea ebeel,axle alt NeaaItlM VRYLl11. JobTrim Trim Type (A, Ply Ansel g18 8g8 10B18N BJ02 Jack-Open 2 i Job 140mor.(ooM1alell Bdpllq Gomporenl Supply, Jedaomille,F132258 B.OUB Ap202DeE,d-WklndueMee,Ire. Mon Aug0108:-OlH KI6 Pagel ID:EJOG2yxNP3BUB_]IOVMeVywExl-NE_C4p1ApxPAI6Y&vEeTLWGrryM_opGNKIVR6ysGk1 2P0 2O0 Sule=laa4 2 zW 1z aN II 1 7 Li 4 y,4 n 3 oso zoo or3a 1 eD LOAOINfilO(psi) SPACING 280 C81. DEFL In (Ix) Wag w PLATES OMP TCLL 20.0 %ale.hp, dp DOL 1.25 TG O.C6 Ved(LL) 0.00 d >999 240 Ml20 244/190 TML 10.0 Lumber DOL 1.25 BC 0.06 Ved(R) -0.00 3-0 >gg9 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 Na we BCDL 10.0 G.We FBC2014RPl20W Matrix-MS Weigh:a lb F7=20% LUMBER- BRACING- TOPCHORD 2x4 SP Nd2 TOPCHORD Swuchiml wood sheathing directly applied or 280 to putlim, BOTCHORD 2x4 SP No.2 ]inept end verticals. WEBS 20 SP No.3 BOT CHORD Rigid calling dimity applied or 10-0-0 oc bradng. REACTIONS. Pori 4=74K-3.8,2=52VIA,danical,3= lNecM1anlcal Max Horz 4=51(LC 12) Max Uplift d-4(LC 8),2=34(10 12),3=-21(ILC 12) Mex Gray,4=74(LC 1),2=55(LC 17),3-36(LC 3) FORCES, (Ib)-Ww.CampRAex.Ten.-All forces 250 gld)orlms exceptenenshovm. NOTE& 1)Wind ASCE 7-10;Vult=133mph issecondgust)Vasil=l Dtmph;TCDL=S.Op f,,BCDLdeps[h=25f1;B7t5tt;L=24R;mr,eAt,,Cel. ll;EV B;Encl.,GCpi=0.16;MFRS(directional and C-C ExImcr(2)m119;cantilever left calloee0;am vaNcal lett exposed;porch attend right lea dsegC-C for himpare and farces 8 MW FRB forreadlons shown;Lumber DOL=1.60 plate grip D01=1.60 2)TMs truss M1as s been designed signefora 10.0 Ddi ootlom Omd on th load om cmlcll in al MIM1 any purer Ilve bads. 3)'This buss M1as been deslgnor for a live toed of 20.Ops1 on Ilse fwttpm chord in all areas where a rectangle 3801x1 by 2 0-0wke rill fir b girda the bottom dwim and any cttie1 members. 4)RBIere gechanifts)for Dunsle n(b connections. of 5)Pmvitla mechanical connedlon(Dy purer])DI imss to heeling pule capable of wtlM1etentling 100 fl,uplift aljdnl(s)4,2.3. QWAPNWp'V.,Jupnpva.-1 ImIs ad.PY rMS ANO..UOEO M a aEFEPANCE Imse.11.m.r.1V BEFORE use �� ce�uvLtl la ur, omee My Will MIIeds clen.RWH ktl aOwYur—1nlmrclers]pu�u—f -1l I..'s"cu111.1 rr1111 nw•wwn ew m.wnn�wwl mutive111y1M4CY Wol },puaneleaam aweMmaranci maaaemmlo ,oK,,. alae. dgpaexbrlN k,g McdedabgeumldledxgdevAtluYlnmveM1axi/ad,elCle.mNc«eY.,,b]xulnlla„rgnly mtl VueuwxrnlUuy151 Mire k' .oeleT.A�MrFtMY cle. enl mki.rod me�NAY vuI Ro sliest,eparw 4'4re .1. ..co mrzOwt ,ass,I arwy.d9AaY.elacI—her a¢ip orLwesaWnlowNeo oil, IN V..14. WLMaW eLSl wlaNeeompvnl as V.FL 3XIG etlNy IMpmeXm m*xlYMetuln i�Nara I1WIa0e.Rla N.lee$Meal.9lle]12 Ab�a✓J xa VTRl14. ienpa.FL 3]610 in Twsa Truss TypeON PN Anasbsie g16 gPo 10828T0 EJ03 Jack-Clasetl 20 1 Job 16MiTee 0 4one1 BukirpC mpppM 6upply, Jed¢omllle,F132258 P3EgJBAp 2e2018MITek lrAuslnexPrc6y Mn Aug Oty8 :M2016Pege1 ID:WOG2yxNP3BUB ]IOYMeVyw&I WE_MpMpxPAI6T6MM6TLWFdytbopGZVKNReWGk1 E0 360 ab=tafl] 9W II g 2 ]M i2 a4 II Lj 5 g 4 2W II a4 II 380 gb0 LGAxi (paU SPACING 2-0-0 OR. DEFL In (Ix) Vdeg LM PLATES GRIP TCLL 20.0 PIWGrp DOL 1.25 TC 0.16 Ved(U -0.00 - — 240 VITW 2"190 TCDL 10.0 Winter DOL 1.25 BC 0.09 ved(TLI -0.01 " >999 160 BCLL 0.0 ' pep Stress M YES WB 0.00 Fbrz(rL) 0.04) 5 We We BCDL 10.0 Code FBC2o1UIPI2007 Metwom Wall 1616 FT=2M LUMBER- BRACING- TOPCHORD 2W SP No.2 TOPCHORD Structural avid sheathing directly applied or b6-0oc pudlns, BOT CHORD 2W SP No.2 except and verliaale. WEBS 2x4SP No.3 BOTCHORD Rigid ceiling annually epplletl or 160.0 ac bidding. REACTIONS. (Ilusize) 6=12305-8,5=135M1echfrlcal MU Hoa 6=75(1-012) Mex Uplift 5=1-1(1-0 12) Max Grey 6=123(LC 1),5=143(LC 17) FORCES. (Ibl-Mex.Comp Mlax.Ten.-All tomes250(lb)o,wasexceptrfienalovm. NOTES 1)Wind:ASCE 7-10;Vult=lWmph(3snond guMl Vasd=101mph;TCDI hdpsb BCDL=50ad;h=25ft1 871511:L=2411;eava7 ft;Cat. II;Exp B;Encl.,GCp1=0.16;MFRS(directional)and C-C bltenor(2l zora;and verllcal left emned;C-C for members and forces 8 MFRS for reactions store;Wmber DOL=1.60 plats gdp DOL-1.60 2)The truss hes been resigner for a 10.0 psf bower chowl live load noncrrqurrent With any other live bads. 3)-Thio imas hes been resigned for a live load of 200psf on the toftom chord In all areas Where a rectangle 3&0 tall by2-0.0 wide will if between her turban chole and any other memtem, 4)Refer to alr0er(sl for truss to trues connections. 5)Prrvde mechanical con re cdon(by anew)of truss to tearing plate canard of arnstanding 1001b uplift at Idnt(3)S. AWARNMDVM]xaWpnpnrmrmupeFAp ND]EB IXI]eB ANp WCLYOEp NrtEx NEfE)4HCE I4rEMb]OAm.1PWNIFBFFONE UBE IMtlg,vGp lw uw anlY YAl1,MIekWc tpe,IMtlwprt Mstl MY Wcrr gaanelemYpwn.rM 4lam MutlM dArtgcanpwnnL rwl r turkraces Prwe ue.lrelHLNrgtlefMr,n mDn Ye6N nwq>pndAlhwr P�arwenwnwwlvn�wr,orrlD na.rayn nb p,e Dv,.wYl W4greWn rxMh]calatlkbgevanl daMWp DrIMAkArd lnmwenarNacMrrnar,M aY-dares rclfemWn nPormrrenr Muca2 Mire k' 6dwKrMeetl bl+klVry Vb bPevenlcdltT MIM1pc@Ie IYDnwd YlwYaM q^nenYtlsntpe. rw�rwidrrlbcsrDP'edirq R¢ NMk'a1Mn 51rxay.rMvay.aeclMrad[Yactpol0ive[adliungslenR redLrysl/1eI1f1uyly CrXwlD.nead9 vgBCLWNgCwMoriwA 690<Pe e.FL dene I 9cNh lMwmnllon wtAtlYehan in6 Rabrellr1e,21eN.1ee31r4BL WN312 OlBNgMi VRY[310. I ienp3]610 Job Tss Trlse Type O!f PIY Areslasie - B18B 00 10828T0 EJOB Jack-Open ] 1 Job I6 MrTpe(optional) &kMilg fnnporenl Supply, Jazbomille,F132258 BUS 710p Vyw0 lML TMQq_a XIwG. Mon AZ3KTLc :32:4520 ayi ID:b)r]G2yxNP3BU8_]IOVMeVywExFLbMHOq_aF%1wG]JIZBL0Z3KTLCDXGWi] V]r2ysCaA9 600 600 2 Salffi4 ;7W n 5 61 eas II t 13 4 ase= a q1p 6d0 590 LOADING(pi SPACr4G- 2-09 CSI. DEFL In (lac) rdetl Ld PLATES GRIP TCUL 20.0 Plata Sao DOL 1.25 TC 0.54 Ver(LL) 0.15 3A a452 240 lint 2"180 TCDL 10.0 Lumber DOL 1.25 BC 0.0.5 Vii -0.16 34 a4,13 180 BCLL 0.0 Rep Stress Ino YES WB 0.00 Hipsi 0.08 2 No Na BCDL 10.0 Code FBC2014]RPI20D] well WelgM201b FT=20% LUMBEW BRACING, TOP CHORD 914 SP No.2 TOPCHORD Standard!wood shealNrg directly applied or 860 o,pumas, BOT CHORD 914 SP N" except and varned, WEBS a4 SP N0.3 BOT CHORD Fill cal directly applied or 10-0-0x bracing. REACTIONS. gbhl2el 4=232IO3Q2=1601Me,donice,3=71/OAeapanical Mas Hot.4=11](1012) Mas Uplift 4= %LC 12),2=%RLC 12),3=44(LC 12) Max Gres 4_-232(101),2=1130(101),3=111(LC 3) FORCES. (Ib)-Mar.CorroalvaX Ten.-AII fomes 250(Ib)orless except wren shown. NOTES 1)What ASCE 7-10;Vdt=130mph(asacom gash Vesd=l Oimph TGDL--5.0fai BCDL=Sops(h=25ft;Biai L-24ft;save--0fl;Gat. 11;EV B;Encl.,OCpl::i MWFRSdonations)and C-0 E,de,bN2)01-12to 3-1-12,liar m(1j 31-12 to Stt-4]one;cardlever left exposed;end winced left separated;pond,tell and ril aNlose i Io members and forces 8 MFRS for postpone Shown; Lumber DOL-1.60 plate grip 001=1.00 2)This tans$M1s been designed far a 10.0 pal foram chortl live load nondoncunent a th airy other live loads. 3)•This truss has been dslgned lot a live load of 20.Opsf on I boron chard In all areas wfiere a rectangle 38-0 tall by 21 wide wfll lit betwaen Me boron chortl and any offer,members. 4)Refer to gimei for Iran to tri connections. 5)Provide mechanical Comecgon(by olheral of tans$to thawing plate capede of wilM1stan irp 100 to upift at poll l 4,2.3. aNAa-Varso anpnxMmWaEla HoiES to.re15 ova A'G.AMEN flEfEMNCE a4aE e614A nr.16VY-, anar.USE CeLon alp IOI IxeuNY'^'Itt,MIIekAccrtwclwc IM W6,P klwwvlwYYrLL n Manelen Ylown.mtl6rw m MMIxY W Wion a , —'r." 191 0uryalenr.eMaerm.IM pW4p tlmbr,er mint vaMytM g4YkM,yo1M.0{a�lvm�elersm]ggx+IlYM/'d- Malo 11�60aYa^I^lo tl¢ove,a,ll e14a1oa®lon aamowblmwlane wrn wcNrp mlrgM}tl Ia4WBUadlu mom memmrsrnv nmlwr.41.mvarm'pron'i i., MiTek' halualx regRce ym]bpeamlCdltpe u4N IuvmM BV.YadgttwdY WnNe.fd ger,ertl p:Yia,ce repaglre irate ESI G4. .."pare.(YR/alY.eralcn mltlmkgollnmovadlN63Mmnt aeMXW1V110YlM CIIIMM.aYd9aM BCL auMkq CSaPYIw„t iarrpa 33.FL 10 6aMy MrpIMXCn avdWePan Illm Dale MMIAe.Rte N.lee Sheet.9llodl2.Nexa.Ph VRRR]II. .JDb Tnm Trues Type OtY %Y Anastasia 8188001 '.10628TO EJOT Jack-Cpm 0 1 Job Referenceis Miley( boraB BWWIIp CmryolwM 6upply, Jackaorrville,F132258 B0.010 S UBJApf26201A-LT lQUaFIl Non Aug 0100 XGWi7M16 Par,I VTYaGk ID:WOO2yxNP3BUB /IOVMeVywEd-L4oMH0¢eF%iwG1JIZ0LOZ3GBlZ5XGWiT_VTrZys3k0 6e0 6e0 Sub =184.6 2 TOO 12 6 5 3R4 II t 3 Sno MT20Hs II fi B0 660 LOADING(PAD SPACING- 2-Op CSI. DEFL. In Ila%) Utlefl lb PLATES GRIP TCLL 20.0 %ale Grip DOL 1.25 TC 0.81 Ved(LL) 0.13 3J >fi12 210 MT20 244/180 TCDL 10.0 Lumber DOL 1.25 BG 0.50 Ved(TL) -0.28 3-4 >293 180 MUl 107/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(IL) 0.36 2 Na Ne BGDL 10.0 Cows FBC2O14/TPl2W7 Matrix-M6 Weight 2416 FT-N% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directy applied or 600 of,Airline, BOT CHORD 20 SP No.2except and yertcals. WEBS 2x4 SP No.3 BOT CHORD Rigld ceiling directly applled or 1n bracing. REACTONS. (INaize) 4=258N-59,2=181/MeMmic0L3=nNB hanlcsl Mex Hort 4_-ISHLC 12) Mer Uplift 2_88(LC 12) Mex Gray 4=2W(LC 1),2-_188(LC 17),3=125(LO 3) FORCES (ID)-Max.Camp.IMax.Ten. All fomes 250(Ib)or less except when shown. NOTES- 1)WIrcJ:ASCE 7-10;Vult=130mph(3-second gust)Vasd=t lft-M;TCDL=5.Opaq BODLZ.Opsf;4=25ft;B-,Sft;L=24ft;ernal Cat. 11;Em B;Encl.,GCA=0.18;MFRS(diredlonel)and C-C Exterim(2)0-1-12M31-12,Inteflm(f)&1-12 to 67-4 zone;and yerical left expose%C C for members and forces A MFRS for reactions shown;Lumber D01=1.60 plate grip DOL=180 2)All plates are MT20 plates unless otherwise Indlwasilt 3)This toes has been designed for a 10.0 psi WHOM chord INe load no swncrerent With my When We loads. 4)-This truss has been designed for a INe load of 20.0ps01 on Me bottom chord in all All dame a worst 3E 0 pall by 2-00 wide wgl fit Women the bodom chord and any other members. 5)Rather to Girl for truss to tensa conlactlons. 6)Protide mechanical connection(by others)of truss to bearing plate capable of withstanding 10016 uplift 9forager 2. V ese -VVXY CWeno spm mO Hasa N%laa ca b VS AND MCLUOEO xVrEx sanroMNCE PAGE W74M m.la0YN169Ef%aE UAE. Cohn WMlw ws MY WT M1aM®caurv:Nxs.Rh WAon b..11 Wa^^rm.9xrvm.ad era An MutlW diMLg cwrmunr.ml O saar0'n BBtae�.p¢dMgOerdrwr mumvenN 1r6o�glcWlN of bir¢r paar¢Mwq%4�YVCaP"xala lrikwarUrhbllw overtl gpporapn.RafgM-xrletlYb PAuenlbFHgolMMxl hraweDatl/achnOmaMWSpey. MWM[I lemMmYaM Pomruienidatq e INadk.Mbn ahoy. eowclknux)hrMVorlri�BmwlndeMarrc seaaXWRr�pyyh CtXwFr.p]H9 w4BCY M1lrPCweVa�wN BM4 Parte EselBM. SMNlrlomrdon u.YMtle hmi Iva IAOM LmMOe.RIBN.lBA51reeL5ae dIR.NawxlM.VRR2J11. Tairye.FL'pale Job Trues T.Type Gly Ph, Anesiesk T9168002 1062870 FO1 Flow 3 1 Jeb 16MITx�a ooHone ll Buikirg CompwnM Supply, Jacwcmillb,F132256 0.010a Apr 202016A-pGMumYes.lr'9. Mm Au901C9:32:4 dEOV8 agel ID:WGGZy TVP38UB_TIWMeVy4'Etl-pGMkVmrtltZlu%OiVeGIeZmA61gIGILrMdE0V2ys131(! Scale=133.7 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). l.sad- lffi= 15r3 11 1541 11 M FP= 4x6= 1 x3= IQJI 1 2 3 4 5 6 7 6 8 10 11 12 25 24 I$ 23 Y1 21 20 19 16 17 16 15 13 b$= ' 12MIISHSFP= 41= des 1S6 II 160.8 Itd 60.0 660 1430 10 Pe 1159 &]J iBA9 Adn I80 480 YH 590 260 Y$0 T1H P9�� POd Plate OSwN Y 1:Etl e0.1E 2:0.11 E a 12'0-1EE 17.0-18Ed 1SP1-8E 21.0.112 Ede 23Etl e616 LOADING(Pci) SPACING 2-0.0 CSI. DEFL in (Ix) head Ud PUITES GRIP TCU- 40.0 Plate Gnp DOL 1.00 TC 0.08 Ved(U-) 0.3018-20 >744 380 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 VmRTL) 0.471820 >475 240 M18SHS 2WI90 BCLL 0.0 Rep Stm.Inc, YES WB 0.65 Horn TL) 0.06 14 We We BCDL 5.0 Gotle FBC20144PQ00r Matrix-S W"Ind:106 In FT-2()%F,ll%E LUMBER BRACDIG TOP CHORD 2x4 SP No.2(BaR TOP CHORD SlmMuml mod screening Wendy applied or 2-2-0 do pulllm, BOT CHORD 2x4 SP No.1(tch) except and verticals. WEBS 2x4 SP No.al BOT CHORD Rlgld cdling dlre lyappllW or lP0 0 m bmcing, Except'. 2-2-0a bracing:18-20. REACTIONS. (Iblsize) 23=10121Mmdmam.14=110.210.3-8 Maz Grey 23=1018iLC 3).14=1172(LC 1) FORCES. Sh)-May.Comp.RAax.Ten.-All forces 2W(Ib)orlessexceptxfien shown. TOP CHORD 1-23=-10101),1-2=-102M,2 3-2552A),dl 4.6-38 .58=-382910, 6-7 Sell 7-&-3062/0,8-10-IMM BOT CHORD 21-n=W1940,20-21=013143,1820=0/3777,17-113=0 29,1617-0/3519,15-16�597, 144011074 WEBS n-22=W1a69,10-14-1441/0.222=92690,1015=011065,2-21=04851.6.15=a046n, 3-21=82M,8-16=0/652,3 20-0/472.7 16-64210,4-20=-41010,7-17-4705, 4-16-2534158,6-17-32710 NOTES 1)Unbalanced deal loads ravebeancormderad fwthladesign. 2)All plates are W20 plates unless otherwise indicated. 3)An plates are 3x4 MT20 unless otherwise Indloaled 4)Refer to gimer(s)for trials to Imes connectors. 5) Rewmmend 2x6 strongbacks,an edge,spaced at 10-00 of,and national to each Buss efth 3-10d(0.131-X a')nails. SVongbaeks to GB attached t0 aalls at trit Older ends or mattered by Other heads. 6)CAUTION,Do non said truss backyards. A WaM -nerlfr~WxmElwa..a X9lEO PY 1WB Asa WCLWEp MIEaaEEEe4mE PAGE M61411-,f9adl1w4 all UEE. ■.®' IJetlai urs MYwlm MlleMDcmrleckla.Rt tlagrt fed ary,pam ,.a Ywwn.—i 4loam IMN}xiW en,cwnµrxm1 rot N•�YpM am.ymm �Iwawe,pawlAp ¢emailremvlre�nP�mxlYaGa�gr�Pwomelel.aWnw,wxvnoon�wolenAaaEMrnlo lr.eoareral dMrNJatlpl. MalglvJtr0ledbbpecertlwMl0gdYMAAxxmmwe6ad/wclvxdnren� aYY.bdMUl✓J lanparuYmGPwmolreni MacYp MiTeK bQWWrgYal'MCISWM1agrogeVern Wtx%e Mn ondamW HafurclwWMeal Cri . fu0.aallGu,cerdlwrYN Xie USeer1 .Iwo3e.dManta aeclbn W a alrg of mITI damp[Iemc�eaNNIFn f1A nt CrXNb,pseJ9aM aC91YYlIp C4mpeM 60a A.Fall laNe. fe.Iv xwwxmxoawerwanmwwrwxwdYlea.tea swat s9Narzaar<Erra vaz2ale. i i.aP..FL 3xro Job Truss Trus TypeON PIY Mutesie 0160003 10628TO F02 Feel, 3 1 Job BdNll9 Comppwnt Supply. _ ouJed3nnlle,Fl32256 6.010s Apr 202wisMiTAsthe Men 0169:32:4]2018 Paye 16WOG2yxNP3BUBOVMeVwExl-HT,Yh6YF6arrMaHIA Ape NeBRRn1bHJ2RsGK_ 1�5-0 1.118 0Ke Scele-194.2 68= 413= d6= 1.6Y3 II '.48= TS FP 46 15d= 1 2 3 4 5 0 ] 0 B 10 11 q 23 I9 'fl 22 21 20 18 10 17 16 15 14 13 46= 41 3x12 M183HSFP= 3rt'= 40= 46= 11 PJ is. _ 1 1P tt '446 10QL fP 9 Me 011-1P2 Pkte OBsels Y 1. D18 8.0-1 BEE 11.0.18 Ede 16:038E 1]:61 E 22:E 61-8 LOADING(psf) SPACING- 28-0 CSI. DEFL In (Iw) Well UE PLATES GRIP TOLL 40.0 Rest Grip DOL 1.00 TC 0.74 Ved(LL) -0.35161] P689 360 MN 244190 TCDL 10.0 Lumber DOL 1.00 BG O.N Ved(TL) -0.551617 a l 240 M18SHS 2441M BCLL 0.0 Rep Stress nor YES WB On HOG(TL) 0.09 12 We IYa BCDL 5.0 COOe FBC2014TPQMr Audi Weight 108 lb FT=20%F,1 M LUMBER- BRACWG- TOPCHORD 2M SP N0.1(BW)'EYeept' TOPCHORD Simclurel vood sheelhir9 drectly Applied or S-615 oc pudlw, 511:2M SP No.2nlat) except end YeNcals. BOTCHORD a4 SP No.1(Vat)'Except' BOTCHOHD Rigid rolling directly applied or l M-0 cc fuming. 12-16:2M SP SSmat) WEBS 2x4 SP No.3(i1N) REACTIONS. (Iluslw) 22=1111RMachenical,t2=1 tOS0d8 FORCES. (Ib)-Mal Gomp.R Ten.-All forces 250 pb)orles,excepts nshown. TOP CHORD 1-22=-110510,11-12=-1101Y0,1-2=11350,2-3=28814,64=39]50,4-5=/fi02Y1, 58214 1 .6-]=-4598N,]817-1TW610=2178 4611=113D0 BOTCHORD 20-21 SF2167,19-2099516,1]-iB=1437e,18D9/4802,15-1�43]8,14-15�5q, 1314=GR145 WEBS t-21=11512,2-21=1407b,211 13- -14 4-18=,8 , 4-17-1304385,5-17=3328,1=13b/1468,10-13=-14 0 24,10-14 H92,8-14=9AN, 615=1599,]-15=-5580,]-16=-133/888,8-18=-3122 NOTES- 1)Unbalanced floor Ione loads have been cewiderad for this design. 2)All plates are MT20 plates unless olhervnse Indicated. 3)All plates are 3x4 WN unless olhelwlse Inclosed. 4)Raferto glydar(s)Id truss to Huss connections. 5)Re maod 2x651rengbacks,On edge,spaced at 100.0 oc and f enW t0 sash truss Wth 3-lW(0.131'X 3)nwN. Sltongbac to Na Machei to walls at their outer ends or restrained by other means. 6)CAUTION,Do riot erect truss backwards. V sonssO Yatl1EMNen PnxmYnan —p NOSEeWtpus— Iosssu WIENaEFEflANCE PgeEMW]1TJnv.1-15REFOFEUSE. �'kn WM IwwawYY'^11h MIIex®cm�wslai IMOCYBn tEaM wYY open WuneRiiLmw aMh1w rn YUNO.a[WtlYp cexn{rnnnL ml ubm M1An.PekSe�m,a¢IM[Y9 de4yxn runt vMN IM4GIIcdMIINd�tl(Fl WanalenaM W Went Y vxpaaR RkdeY,T Info R�aovwdl wRlpde4an.e iwl�MrnlaesrowaYenllacuxr,dYdMaaw.waoaandaldmemuaswv.Reexonelaml�T'mdOannanenla¢Y9 MRek' adwaYa�an4ad1w ra4awmaroweYamcmga Mnl»Iapelwrvx YYryaNgquly danma. res awwa aga�Mware m. wmllm.wnea.adb�Y.a,aonon a.11>m�na olln�mde�wEain.aa�vmmn aaarycnMno.wanm4 xcN eaYa9conPo�.n1 sueswro EW eN4 NNIyIMImWn vIUG1a Yin I�FWIe MsllYile.zla n.tae$heat e1b s1P,aexatlSa vR TlJla. Te�rya.FL 9JB10 Jot Tnca T.T'. Ory Ply Arseaeia 918800 tO828TO F03 Ram 2 1 Job 16fermi,Industries, BtiMi1p 68mp011Bni Stpply, JeekeOaville,F132256 0.0108 McVy161MTek esFtidIQoHI. on AuWNODD32:d]20 aRpOi 16.OJOG2yICNP3BU8_]XNMeVywExIHTvni65F68n19eHM_Ap6_BtN9DDl2AMH_Z2RyxGk_ 13-0 -0 oe=12]1 28= 1.w II 3s0 FP= d6= td� 2 3 4 5 B 7 a 9 li 19 10 17 16 15 14 13 12 11 10 drt= MMl2CHSFP= dx8= 10-1.12 11-2-0 1688 161-12 1-04 S60 PW.O3sds(XYI- 11:Edg Gl-BL114.Ol E.Edol.119:Edoe.Gl- I LOADING(pd) SPACING- 2AW C&. DEFL In Qac) Ikefl UO PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.83 VeRQL) -0.2]14-05 >J29 360 Mi20 244/190 TCDL 10.0 Limber DOL 1.OD SC OJ4 VeR(TL) -0.411415 x475 290 Mi20FIS 187/143 BCLL 0.0 Rep Strew Ina YES WE 0.57 HOG(TL) 0.05 10 Na Ne BCDL 50 Cod. FBC2014/TPI2007 Matrix-S Wdght BB to FT=20%F,ll%E LUMBER- GRACING- TOPCHORD 2x4 SP ND.2(flat)'Excad' TOPCHORD Slmduml Woo0 sheathing already appllecl or 2-2-0 oc pudina, 1-]:2x4 SP No.1 Qld) except end veRlcals. BOTCHORD 2x4 SP 1,10.2(fId)'Except' BOTCHORD Rigid telling Erectly applied or I Do 0oc adding. 10-16:2x4 SP SS(flat) WEBS 2x4 SP NoA(Ilat) REACTIONS. (Ib9ire) limaM1Mec1araod,10=89alMeWanlwl FORCES. (Ib)-Mex.Comp.M .Tea. AI forces 250(lb)m less except xlmo shorn. TOP CHORD 1-19=A9tA,9-10-895/0,1-2=8900,23=216W,34=-28]0/0,4-5-203 , 54i=-283410,6-&-21700,69-891) BOTCHORD 17-18 /1680,1517 /2639.14 1!e4V3D14,1314@834,12-13�83q 1142 1/16(12 WEBS 1-18=N119G2-18=109410,2-17=4674,3-17-E .315=D/321,4-14-423220, 9-11=101188,611=-1OM),e-1TO']0],612-942/0,8-13-0/304 NOTES 1)Undalanoed Moor Iive Toads have been oonsMered for tMs design. 2)AI plates ere MT20 plates unless othaMse Indicated. 3)AI pietas are 3x4 W20 udess ahaMS0 indicated. 4)Refer to gbder(s)for truss In tmss connections. 5)Recommend 2x6 simngbacks,on edge,spaced at 10 M oC end fastened to each Wss ugh&100(0.131 )(3')nalls. Strongbacks to W attached to Wd19 at their outer ends or restrained by other nears. �W4eNYM Vvlry Cvvlpn m--m...NEAO adme ON 7NI5INa WCLYOEa W7EN PEFENNCE eme MIF7<Anr.latlYR m EFOaE USE up pgpnv4p l«uar wYY�m.1.a, onrecMai.Rh W9plk Mmd crlY upon po,wnetus9ww,wdlslwmYdlNaxM MatlXq mn,q,rent.ml --Yp■ aOim Natem dslwalee.l0e daOlp daa{Fw�must veilry theµq¢aIYIIN oltleYgi paamelemalW gopglYxwwpwob IMJe%nlnlo me ov«cal G4dlg�xsa.Wwip lMtoletlab gw,ml dx`NMA o1 M'vM]utY lnmwehad/weMOmemCw crYr.Ptl90ae4lwopasvYwJ pem,mc,lhlxx4 MiTek' ndMnY.legled la slMMadlo gevenl cel[xsewllnrwvde pwwaMx9v paQax,a, F«ge.1 pfalnced(glaeo,ae Solei, nAwo3e.d&Irery etxlknaal Machg alnlse-ad Lw5r51em;feexiNwnN..1M iaxW,ou.09aM kC0lMM9Cwnpmwi 6904 rano FL lanEwt dW. 9KIr Mempllm aWetle Ym,11im FWle hAxOe.RIB N.I�Alael.9lle 312 NBamdMi VR?YIIE. iatrye.FL]YIO Job Tme, Truss TYpa Ory PN Anastasia Te188pp6 10620TO Fits M. 2 1 lab Helena— Bulldl.lp Component SlPPy, Jackmnvllle,F132256 0.019 c Apr 202916 MI Tek lrvJsbies,Inc. Man Aug 0108:3M 016 Pagel ID:bX)G2y WnBU8_]X eVyw A-IfWwSBUwcnlew Bro,Z UGeg7Ziy.(jg 140 2.Pn 8 IY Saye-1:27.9 a6= 6= 46= i.e. II M FP= 156= 1 2 8 4 5 6 T 8 8 qq 20 IY 19 10 17 18 15 14 13 12 11 46= 3sUaTMHSFP= M= alg= tOdd 10 113411 -0 tbPO 1PR9 P 13 OY O d 6YJ PIa Ogsel IXV1- 11'Ed0 0.18116'61-8 Etlg 1 1841-BEd 11130.1-0Edgel i a Edoel 119'Edge10.1 BI LOADING Ips) SPACING- 200 C81. DEFL In (IOC) Weft Ud PLATES GRIP TM 40.0 Plate Grip DOL 1.00 TO 0.98 Van(.) -0.3114-15 X643 360 MTA 240190 TCDL 10.0 Lunar DOL 1.00 BC 0.81 Vel(TL) -0.471415 X423 240 MTAHS 187A43 BELL 0.0 Rep Stress lnv YES WB 0.50 HorzETL) 0.05 10 Ne We BCDL 5.0 Code FBC2014/TPIAO7 Matlx-S WelgM M lb FT=20a9F,1M LUMBER- BRACING TOP CHORD 2s4 SP No.2(fmQ'Erma s' TOP CHORD Stm Amal swot nheathlrg tiredly applied, mastoid end verticals. i-P..2x4SPNdllfiat) BOT CHORD Filial calling greoly apply or 1O0-0 oc ball BOT CHORD 2x4 SP No.2(OM)'Exmpt' 1O16:2M SP SS(flat) WEBS 2x4 SP N..3(flat) REACTIONS. (IGsize) 19=911bMechanica1.10=904/03-8 FORCES. (Ib)-Max.Comp/Max.Tem-All fomes 250(Ib)or less except Man shown. TOP CHORD 1-19=WW.310=-90510,1-2=-90&0,23=2208/0,3 4=-29450.4-5=-2924/0, 56=29241'0,68=-221810,8.9=-900/0 BOTCHORD 17-181 1517=0/2698,14 1591197,1S14b/ WA 1213 915,11-12 /1888 WEBS 1-18=011211,2-18=-11130,2-I]W&93,3-1]=-681/0,315=0344,415=-2600, 414=419/242,311-W1171,8-11=-10820,8-12- 3,612=99006-13b/31] NOTES 1)Urbalanced floor live loads have bean considered for this design. 2)All plates are MT20 plates unless othereise indloated. 3)At plates are 3M W20 unless Nherame Indicated, 4)Refer to gInmgs)for trees to tru s onnnedlons. 5)Recommend 26 stmngbaoks,on edge,spaced at 1000 CC and fastened to each tms w1M 3100(0.131X3')wals. Sbongbaeks to Its,afteohetl to walls at their outer ends or restrainel by other meas. 6)CAUTION,Do not erect tms backwards. tl1—ant FEF a..an Rea ma NCLYOEO NREx aEfE e.PAGE.Rio's.1.15 aEfsas as u� f]e5r/n NMN lea lu only Wm relak®wnmiclw.c nwelaq�tMpaloNy V+A{amelers Yurvm.adhlamYgMCui ddllly wmrronunl.rot �_M�MM bm enlwe ue.IMdaO'gtle4yel mmi veaH XW V WINoItleYOv�µmnoleaatl rycr011Y�N'INale ttk de#Jalnto Memn II ea�aBa Baa laa"°ma 'a9�w W�iI�P P adw aap°m a9a°"7aF a�a� ma�IeacY.e 00iTek alwrMre.tldNaY.aeclbnauldMpallllmesau111l Jm61ee,W991911 Qn6yCMMDMBeaIM aC61Wbep C011gpwnl 01Ea10M imse,1pdIv , B NaR1.seR31RmSIE. i.,1 1 . 93610 Job Truss T.Type Oly Ply Ares4aie T0166008 1082 BTO FG02 HALF HIP GIRDER i ?- Job 16 MiTea lionel Building Component SUD01Y� Ja<ksomIIIB F132256 &o10sAp202016MITeEI nMU2Th Man 2016 1 ID:bJ0G2yxNP3BU8_]IWMeVyxEs-E2Y2nNeU2TgR4XP0HAPD7Ozx1TrC126Tg5Kya3jy 2-OB M. 38-00 612 Scale-1:202 2x4 it e ]lp 12 Orb G 2 Ort G hto= 4rb= 4x12= 5 6 1 i all --------------- Li I 10 a 46= 6 U12= 4xtp= n 7 us 2.4 If Zoe ase ]a$ 11.44 z-08 INN &Pto biz Plate CttseRfXVI- I4DS80-2-121I&: ,0e 2-el LOADING(psi) SPACNG- 280 CSI. DEFL In H.) IMefl UE PLATES GRIP TCIL 40.0 Plate Grip DOL 1.de TC 0.88 Ven(LL) -0.07 8-9 >999 3W eni 244180 TCDL W.0 Lunbar DOL 100 BC 084 Ven(TL) -0.19 69 >716 240 BELL 00 ' Rep Stress Incr NO WE 0.0 HorR(TL) 0.02 7 Na No BCDIL 5.0 Deal FBC2O14TPli Nadu S Wlnd(LL) 0.04 8-9 >999 240 Wolght:124 to FT=205s LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stmstuml wand sheathing dimctiyapplled m41O-12 oc WHIM. BOTCHORD 2x4SPNo.2 al lead venture. WEBS 2x4 SP No.3 BOTOHORD Rigid celling d ea lly applied or 10.0-0 an bearding. REACTIONS. (Real 7=172462-12,11=1228AY5-8 MM Hod, 11=142(LC 12) FORCES. (Ib)-Max.CompdMex.Ten.-AH forcm 250(11 rIes.inmepiwhenshown. TOP CHORD 1-2=-13J6N,4x-0O61Po.56=-4304/0,6]=1848b,1-11=120]/0 BOT CHORD 410-013592,8-9=0/304,7-84CI22 WEBS 58=45910,S8=-11O0Po,BE=04119,1-10=W1152,2-1�N1333,4-10=302610, 2-4=196810 NOTES 1)2-plytmas to be connected iO elhm with lod(0.131- J')halls as follom Top choi connected as follows:2x4-1 row at o-9-006. Bonen chortle cannamed as follows:2x4-1 may at 0-9-0 W. Webs connected as toliowa:2x4 1 mw et 0-9-O ce. 2)All loads are l,chadere l equallyapplled to all plies,except normal es from(F)or beck(B)face to the LOAD CASE(S)section.Pinto ply connections have been prev sed to distribute only beds noted me(F)or(B),unless otherwise Indicated. 3)Urs elmwed roof Her loads have been considered for this design. 4)WIM:ASCE 7-19;Vult=130mph(3seemedgust)Vai 01 mpb;TCD"Apet BCDt=3.0fsL hiei 8=4511;L-2411;eave=4n;Cat. Il;EV B;Encl.,GCpi=0.18;MFRS(directional)and 0 Eaedii 0-1-12 to 33-12,Inter )33-12 to 11-2-8 zone;and millCal len expoei for members and forces 8 MFRS for teachers,showN Lumber DO1=180 plate grip DOL=1.W 5)Provide adequate drainage to prevent water ponxitig. 6)This truss has been designed for a 10.0 psi bullish chord live load nomvirem ent AM any other live loads. 7)•This more hes bean designed for a live food of 2O.OiA on the bottom epom In all areae Arms a melalgle 36 0 tall by 2-0-0 wide All fit between the bell=chord and any of members. 8)Protide mechanical connection(by others)of Russ to bearing plate at loinl(e)7. LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Wmbm Incesee=l.W,Plate memanal.0O Un kern Loads(pip Ven:I�100,4 320,7-11=10 Q wassam-VNIy4ulen PXYIIwMlll4 aGe Neres PV'He IH0 smiumed M1ExaEfEa4NCe rivals msllmJ on,m0LNISeFfeeEVSE Ism Wplw un wJYa'IN Mllek®cmrc,cMi IIY[tlay,k MitxlaYY mAnn rom mmemaMm aM4Iw m F3WMwi I.=camlu"enl.rot My>p W Ifo.691de ue.Me dlNp OeCyn'mmui V molly n¢[plk W Ily of GNalr DatlMiwi rnl popMV Acct W ale ttt deLL2rr Mo II¢overtll u°mwgmlpr.aaJcncrnedaroDm�wnwrnrmalkra.na mowm ualw mad memeeaarvv.�akw�lemewwwmdl�mwwm aaurw MiTek eW.'vM1 raaNra]kn gYMywWlogeM4¢4a.'m Wanantle Cwu.`nYkmkaYadg4elYdwrr[ga. lw G4nertl pkkrix:e reaaJ9 Me gykalkM1fla�e,mR.ery,xalkaad dafgolerme.wa MoawlenY M64XL/MIGWIy GIMA.MB-ieiq K'al WIWnPCampomwrml 690< 11 Ean144 WMy IMamaXm wtlkde Pcm bmdpale tMlale.RIe N.lee 9rea1,9JIe]12 NemMh VPZ1J14. ier,pe,FL 1Y10 Job Truss Truss Type OM Ply MesNda OB T918B00) �10%lam FGFLOOR 1 Yib Relererin(mhorug BUII.,.,omporeN SupPY, Jsckwlwllla,H 32258 &010 sApr 202016 MIT.Industries,ft. Man A,0108:32:492016 Pagel IDJdQG2yxTVP3BUB_A0VMeVywEn E27MVeU2TO KPOHAPDOMaWT4WIMBIrgSNysGjy Is" SOB 1 2 2411 Soale-110.1 THDIS TIm16 a 6 s 24 II ae= 50.8 SOB %ate OBsym0(.y)- 11:0.2-80.1-BI f3'O2E 0-2-01 LOAOINO(psi) SPACING 2-0-0 C51. DER. In (am) Weft LA1 PLATES GRIP TCU 40.0 Plate Grp DOL 1.00 TC 0.48 Ve8(LL) -a- 34 = 380 MT20 2"190 TCDL 10.0 LMnter DOL 1.00 BC 0.93 Ve0IL) -0.10 3-4 >555 240 BCLL 0.0 Rep SOess lnct NO WB 0.00 HmgTL) am 3 we ma BCDL 5.0 Gods FBC2014RPI200) MM AIMS Weight 55 In 17=20% LUMBB BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Slmdutal wood sheathing direct,applied o,5-08 w purlins, BOT CHORD 2x5 SP No.2 except and wali,art. WEBS 2x4 SP No.3 BOTCHORD Rlgldceiling drecnye mied.r 1O0.0w bredrg. REACTIONS. QNsiza) L-100]RAxhenlcal,3=128]N3-8 FORCES. (Ib) Max.Comp.IMax.Ten.-AII forces 250(Ib)or lass except wren shown. NOTES- 1)2-plyhour to be wismded together Mlh IN(0.1311%3-)nails as follows: Top chords connected as follows:2x4-1 row at U-9-0w. Sodom chmis wme Aed as follows:2x8-2 rows abeggared at 09-0 oe Wats wnneded az idiom:2x4-t mw at 09-13 or. 2)All loads are wreidered equally applied to all plies,except it noted as front(F)or back(B)lace In the LOAD CASE(S)sedlen.Ply to ply gonnecbms have been provided to 611tri ule only loads noted as(F)or(B),unless otherwise incubated. 3)Rae,to gircer(s)for tms5 to buss wnnecAms. 4)Recommand 24 stiongbacks,on edge,spaced at 10AO oc and mounted to each truss with 3-10010.131'%3')nalls. Stmngbacks to be ahasned to walls at over outer alas or restrained by outer means. 5)Use USP THD46(With 10 nails Into Girder&1 O nails into Truss)or equivalent spaced at 2A0 m mex,slading at 1-10-12 tram the left end to 310-12 to wo.1 Iruse(es)to Imnl Isco of bonen mood!. 6)Fill all Hall holes where hanger Is In Punned with lumber. LOAD CABBIE) Standard 1)Dead s Flwr Lt.(balanced):Lumber Increase=1.00,Plate Inwea I M Unlfotm Loads(plq Vert:1-2=-1(q 3-0.-00 Concedrotad Loatls(Ib) Vent 5>886(F)6=851 M4PoO/pwsy,~Pvanq,pymEPFAe NOES CN M6TNUW[LUOEU—K REFER —V --71Am.1aRYN159EFOBE UBE Otr,PrI la use say who M11N$cau 1—RhtlWUna Wra]MYurmryamnNpiygwrtugk for m.txi ca '—'rot •■ nin A'Nwe Pebeue.nia WUrV4Wr✓xmul woo,tt¢44aUaU&N ornower ronorowrs ad ussr cWnote rule tlwtm le,Xw ovadl d.nSg aMpxLLvleEaroprey.,InuMFgdaWrq]Il,m,veDawu,tivOlmin[er.aYy.Ap',bw,lan,grnymnFmrmwnl Ga#p Welk' t W'%IetWweOM MtMYwW to pevenlaAlU{®Wlhl>'Sxa Pm><Rx4 SSlxYagpM+elN rS,xr b V latl pMace rayQq Ma 1dxly Inbx lion deY:ary.on Tow, 4tlCYpdM1lIX6WPreet. [I 12.eAN1VI VAMdflMb.9xi'BPOp ICSH BUY]nnYDurManRnl n, FL Emri Sally INamoXm aWktYe Iran In®MIe MXde.21BN.lee Street,91b dIR.New[M.VAR2a11. Terrya.FL 33510 Jo0 TIDE T.Type Oly Ply Ad ie Tel6eooe 10828T0 FGO', FLOOR I Bi iMilg Component Sip Py, Jeckwnvilla,F132250 8010c2 jobwas. MI Jet (mionel Apr202016 MI IrvJ� 01Inc. Man Aug 0100:32:502016Page 1 IO:bJOG2yxTV 111.12)IOVMBVyxF 1-UGFK/u)PnAKOtiO56kWIamBZMCLCImRHFCEEmy¢Gp 92-13 &23 &1A 1140 tY10.12 160-0 ffiSB 3213 2414 2-114 200 2P4 2pd 398 9We=1: 1.5 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. d5= A6= 2011 /0411 'AL- day= CLE= 4xto= Iwo 2 3 4 5 6 ) 0 8 17 16 15 14 13 12 11 2u ll 4.to= &to= 46= 40= 45= nlro= % II THD262 3P19 623 91A 11-fol t31O12 1680 'NSa 32-13 241-5 2115 240 ?P4 Plate oneMs pY)- 110:02-12 PP121 H1 O3d0.401116-0-480.481 (1843002-01 LOADING(p0)) =, PApNO- 2-0.0 C61. OEFL In gm) Wefl Lb PLATES GRIP TCLL 40.0 PIaNOdp DOL 1.00 TC 0.8I Ved(LL) -0.40 13 AM 380 MF20 240180 TOOL 10.0 Wmber DOL 1.00 BC Bw Ved(IL) -0.62 13 x390 240 BOLL 0.0 R8p Slreaslncr NO WE 0.98 HoRTI-) 0.04 10 he nle BODL 5.0 Code FBC2014RP1200) AffairsMISWegh1:2201b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD SBuctUdd wmd shearing directly applied or 42-0 oc Wlllns, BOT CHORD 2x6 SP No.2'Exwpt' except end veMtl . 1015:216 SP No.1 BOTCHORD Rlgld ceiling dirertlyapplled or 1M-Ox bracing. WEBS 2x4 SP No.3'Exceor 411:2x4 SP No.2 REACTIONS. dica4e) 17=1269IMedlanow,10=192&0.38 FORCES. (Ib)-Max.Comp"K Ten.-All forces 250(to)or less excel"an shorn. TOP CHORD 1 1)=-11510,1-2=8364D,28-56030),3-0-70920,4-5-9092/0,S)=40920), 9-8 Mf4N,8 9=-5767/0,9-10-1845/0 BOT CHORD 15-1651336 .1415- 717,13140092,12-13�0),11-12�)67,1O11�442 WEBS 1-16=43270,2-16=-104IM,2-15=0@371,315-75RD,314- r1804 4-14=-27310, )-13=8451192,T-12=-25510,8-12 /1616,311-7670,9-11=0'5508 NOTES 1)2plytmss to be wnnectetl togettxa w11m 10d(0.131}6')nallsas follows: Top chords worried as mlloxs:20-1 row at o-9-0w. Bottom chords connected as follows:216-2 rows staggered at 09-0 op. Wats connected es tallows:2x4-1 mw M PBA oc. 2)All loads are considered equally applied to all plies,except If noted as front(F)or back(B)face In the LOAD CASE(S)aeddn.Ply to ply connections have been provided to distrbute only loads noted as(F)or BR,unless wheraw Indlw se. 3)Unbalanced poor I'we loads have been considered for the design. 4)The Fabrication Tolerance M)dni 6=20% 5)Rater to glyder(s)for tmss to truss conmecliom. 6)Recommend 2x6 atrongbacks,on edge.spaced at 10-0 0 oc and fastened to each tmse AIN 3104(0.131-X3')nils. Sbongleacks to be attached to walls at their outer soils or reddened by other means. 7)Use USP THD2O2(With 16tl hells Into Older 8 IW nails into Truss)or equivalent at 168-0 from the left and to conned Idea s)to front face of bottom chord. 8)nil Nf it he.and.merger la In contact a th IumbeE LOAD CASES) Standard 1)Dead♦Floor Live(balanced):Lumber Increase=1.00,Plate Increase=l W Uniform Leads(pit) Ven:1-9=-10Q 1017=-10 Concentrated!Leads(Ib) Ven:11=-99)(F) Q wgeNM'G YVIry4upnpva,mlwe xn4RGaNOTE30H rXIe4NOWCLWEa MREx REFER4NLEVP6EMCJ.. m—"IS BEFORE USE Cc541n Wp to„meWYwtll, "s-1—1.Rh,lnytnph[hal only''Wlmaiors Mvm.aul him m INM4d WMIIg canp+,enn,rot MIem.Bekaa ve.INe CUYU1q�Mlux rt,uM VMh'On4de:d;ImordBYP,WInl,elersmq NCPoM lnf I OIe Ith W41{In Moll¢ovwtll WaIa IePLIeJ'MfIQll WymtlbpBvaXcdl4 v4lm lwdMa�MNId tVSYad cME Po�dY drl�e. W[�Iwld Yon 0.'IwYmtlF^�msMnlhx2p Id�4cdbLslpoy.daway,aecXmlxgtYvcYpollvamaxlMm{yalann waaN31/1H1 Wd1Y C4Mt,WBMm4wKA lu iai�S9M f>IyMylrxplliolgn wtAlW Pwnlw HaRlnLkna,BION.LBe511ee1.e11e31201evMM.VR.”. b19 Campwlnl 1 MIL .Mil. Job Teem Toes TYpe Ory ply Answersa 91e 10820T0 FGO6 HNf Hip Girtler 1 2 bb MI " lona Btigin9 Cwnporen(Bupply, JMke01NII1e,F132L56 Solos Aptat Vy2016-,MITeklMlleViea,1G MonA7MHE:32:502018PagB1 ID:bJOG2yxNP3BU0_]NVMaVywEtl-itbFK]NPnAKDt?G66kWjcm]Po.IHECKORHFCEbIrysG4X 200 350 ]E9 1149 _dd bS0 4b0 61-0 SWW�1210 9[4 4 100 1z 16 c 40 = 4xs= in6ch= 6 ] IM 3 2 qq Tj 1 q I Id naE= 10 m 17 a 4x= 10 8 ]IB JUS24 JU024 JUS24 Tha 2 sea II 4x10 II TXpzB 359 Pb0 1178 11-10,40 200 b50 41a — 0 Pte DII IXY)- H'QS-064121 fY S Q2-011]42-12 Q2-0I 19'0-2-1262-O1fltrQ300.5-0I LOADING(PeV SPACING- 2-Q0 LSI. 7HOa(TL) in goc) IMM LAJ PLATES GRIP TOLL 40.0 Prete Gdp DOL 1.00 TO 0]t 0.03 9.10 >999 210 MF20 2W190 TC 10.0 lumber DOL 1.00 RC 0.52 0.09 9.10 >999 IM BIG 0.0 ' Rep Stress[nor NO WB 0.89 0.01 8 No Na BCDL 5.0 Code FBC2014RPR00] Matm-MS Welghb1691b FT=2 LUMBER- BRACING- TOPCHORD 2x4 SP N0.2 TOPCHORD SlruGutel wood sheathing steady app11e0 or&QO Oc earth , BOT CHORD 910 SP bit except and vedirals. WEBS 2x4 SP Not) BOTCHORD Rigid cellimg directly applied or 10,00 od bracing. SLIDER LM 2x6 SP 11-6-0 REACTIONS. gbh@e) 1=202N0-58,8=2128938 MM Hort 1=86(LC 25) Mex Gov 1=2020(L0 1),8=2956(LC 2) FORCES. (Ib)-Mar.Con,Nax,Ton.-All torces250(to)orless mosplwhen shown. TOP CHORD 1-3=23399,&1R-0/14o8,58=3452N,6-]=32659,]-8=-18359 BOTCHORD 1-11=0/h01L1041�agI3305,9401 WEBS &1R-22]/66],8-9=-109]M,]-9-_N3484,3-11-0/12]0.511=238&0,35=180]M NOTES- 1)2-plyir tobscon0ededtogether Wth10d(0.131'6f)MIIISutdlOws: Top chorda Unloaded as follows:2x4-1 row at Q&o m. Bottom dlorm conrecNtl as ldlows:2x8-2 miss ste0gered W 0-9-0m. Webs connected as follows:2x4-1 mwat Q"od, 2)A t loads are considered equallyapplled to all plies,incept if meted as Bond(F)or back(B)leve In the LOAD CASES)mdlon.Plyto ply corrections have bean provided to Matebuls only loan noted as(F)or(B),unless otherwise indcated. 3)UMalanced mot live loads have been conslderetl for this deep. 4)Wind:ASCE]-10:VWt=13Unph(3second gust)Vasd=101 mph;TCDL=S.Op f,,BCDL=3.Opi M1=250;8-=151t;L=2411;eave74ft;Cat. 11;Exp B;End.,GC91,,018:MFRS(directional);Lumber DOL-l.60 plate gdp DOL-1 SO 5)provide adequale drainage to prevent water ponding. 6)This blas has been resigned for a 10.0 part bottom choal live load nonwncunent who any other live loads. ])•This toss has been designed for a live load of 20.0pef on the bottom chard in all areM where a redargle 343-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Load mous)1,2,3,4,5,6.],8,9,10,11,12,13,14,15,18,1116,19,20,21,22,23,24,25,28,2],28,29,30,31,32 hssfirma been modlfled.Building deeigmer most review loads to verity that they ere correct for me Intended use Of This mus. 9)Use USP TH02&2(WIN ted nails Into GIMer 8104 pelta into Toss)or equlaimat at 37-e tram Ne left and to conned tosses)to back face d bottom creme. 10)Use USP JUS24(WIN 1 Oil rears into Glyder 8100 nMs into Toss)or equivalent spaced at 2-0-0 Oc max.starting at 5-6-12 from Ne left and to 9-&12 to conned trusses)to back face of bMWm chord. 11)Use USP THD28(WIN tett polls Into GIMer 8 NASD Tells Into Truss)or equivalent at 11-5-12 from the lett eM to maned tosses) to back face of bo8am cM1ON. 12)Fill all nail hales whers hanger Is In coated with lumber. LOAD CASES) Standard Q WAPNNq Vway bYanpnmwxE sees MA a NOIE90N]lata INO woloom rEa aEFEP .Ives M4111d n✓I.Is B.CISE. Dwor ANMusotlY M1eY®ccnwM.IMrd,o"n(vanelmvlww.oxl is lonnlMlWr A t,svird miryw,rcvh rwl MR Intl des Percesem.Maarom OaII3nnmut✓aelh Ne ryxMktlMply Wrl. Peeamear—t rxone,Iw wrM+✓olelMdeWmm Xnu to b°Lanp damn. N«diynxaadxmpevantcmMredreo✓laa mlvwabrewrdwamampapaly.rndxoea lanPwaymdP.ea,o<plamw9 MiTek' a[Wop rea4e0WR4YWYmlbgewticdlry WheWCE#eceeverMPVEYad PmpMawwr�. fagar'adgWCTceregadirV ne 5e00 PaeFe EeA aNtl. assekaeassawwri ivals, on Truspde Incl o21ws as.1.Mmniv. .,mobos0--GIXnIu.09H9aMICN MifgCaerpwwM " 33 nd ]dilly lrlprMXm avdl'K mon Lett Mekee9lerle.21e N.1ee 51ree1.S11e J12 NeNYL4 VRYLt16 ierrpe Job Truce There Typa OIY PIY Meslecie 1020T0 FG06 Heli Hip Girder 1 ' 9199008- Job Reference o "oral Bdldilp Comporrent Supply, Jacksonville,FI32256 6.91Ua Apr202af6MITAkgdWAeeloo. Mon IGWI 0:32:$f20f8Pege2 ID:QlOG2aTVP3BUB ]XIVMeVyxExIAE9EttNA51BeBaSIpFIGpI1�m20WvyMLye61w LOAD CME(S) Standard 1)Dead+Roof Llve(balancAtl):W finer Increase=l.Oq Rate Immase=1.00 U dorm Leads(pit) Val 1�IN.5-7=-210,8-12--10 C ntrandl Loads(Ib) Vert:8=-292(8)9-68(8)1(r=-1430(13)1]=68(8)1 B=—88(8( 2)Dead+0.75 Root Live gmiamod)+0.75 AU Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Ved:1<-60,5-7-190,8-12=1 0 Concentrated Loads Qlp Vert:e-890(B)9=-296(B)16-1225(B)1]=-298(6)18=296(8) 3)Dead+UNnbeblable Attic Without Storage:Lumber Inuease=1.25,Plate Increase-1.25 Undo.Loads(pa) Vert 1-4=-20,5-0=13Q&12=30 C...Mreted Loatls fill Ven:16=-So0(B) 4)Dead+0.8 MFRS Wind(Poe.internal)Lep:Wmber Increase--1.80,Plate Iacreese=1.60 Undone Loads(pit) Ven'.1-4=3,5-7-9 .&12--6 Horz:14=-13.4 -11,5�-38 Cmcent2ted Loads(IE) Volt 18=16(B) 5)Dead+0.6 MFRS Wind(Pas.Internal)Right:Lumber Increase=-1m,R.I.Increase=1.60 Unnorm Loads(pip VOM 1-4=10,5-7=-82,8-12=6 Ho¢14-20,4-5=-26,5@-38 Concenbatatl Loads(Ib) Vert:16=18(8) 6)Dead+0.6 MFRS Wind(Nag.Interned)Lap:lumber Increeee=1.60,Plate lmha ae=1,60 UMform Loads(pp) Vert 1-4=30,5-7131.8-12=40 H0M 14=10,45=31,56_-1 COncentrand Loads(Ib) Ven:18=22(B) 7)Dead+06 MFRS Wind(Neg.Intended)Right:Lumber Imroase=l.w,Plate Increa5a=1.60 Until Loads(pin Vert:1A---10,5-7=-131,8-12=-10 ROD:1-4-10.4-5=d,56=1 Concentrated!Load.(Ib) Ven:16=22(B) 8)Dead+0.6 MFRS Wind(Pos.Interned)161 Palallel:Lumber Increase=1.60,Plate Increase-1,60 Unit..Load.(pfd) Van:1-4=19,5-7=-91,812=-6 HOU:1 4=-29,4-5,34,56=-28 Concentrated Loads(Ib) Ven:16=18(8) 9)Dead+0.6 MFRS Wind(Pos.Internal)2M Palallel:Lumber Increase=1.80,Plate Incret60 Uni Leads gap Ven:I".6-7=-102,6-12-6 HO.13-1&4-5-24,5 6-18 Concentrated!Loads(Ib) Ven:16=18(B) 10)Dead+0.6 MW FRS Wind(Neg.Intel tat Parallel:Warner Increase=1.60,Plate Increase-1.60 Uniform loads(pro Ven:14-21,6 7=-131,8-12=-10 Ho4-5_-8,56=1 Corcenlmted rlLead (Ib) I Leads Vert: (8) 11)Dead MFRS Wind(NagInternal)2 ntl Poll Winter Increase=1.60,Plate Inaease=1.60 Unpnth Loads V4=- 21,5 -]=131,& 12-10 Hl 14=1,4-5=6,5-8=1 GoncentaLpa&(b) Van:1f22(8) 12)Dead Lumber Increase-0.90,Plata Increase--0 90 Pit.matek0.90 UrYfolm Loads( it -- Ven: ,5-]=-130,8-12=-10 ContaminatedContaminatedLoadsLoads(lb) V75:Roof U38(6)9-365(8)18-81 FRS W=3(N.,I8=3&5(8) 13)Unit.. a Roof live(bal.)+OJ5(0.8 AIVgFflS WIN(Nag.Ind)Lep):Lumber Increase=180,Plate Increase=1.80 Uniform Loads(pd) Ven:1-0=88,5-Z1 91,&12=-10 ROM 1i= O ,5 c1 nce GpmLoads Van: (Rp Ven:16=-93(8) 14)Dead+OJ5 Roof five(ba )+OJS(0.6 MFRS Wind(Nag.Int)Right):Lumber Increase=1.80,Plafe Increase=1.80 Q WAMtlIdVwa]4elprp�mnMa/MJO Xa]EBWI IIXS AMp NGLUafe MIERgNN1AMGE PIef I6VOA m.feWAIa BCPoNEYY. IaY,T wWJId UrowYYMT AYIekAcorceclqa.nYr�4q�b�edaryga�FwmnRatl.a,—... 6Aa�d hHLgcdngrent rot InID iyiRm MMe ue,Xaw�+¢aea9r,amunvw4ly Mn gr:YCWM/dtlecU�rvm,aNnaW go�mY Magxal.Nb Gmlan MO Me overcll -.r- dad•6dcaP�. ®whgktL dto b-1v .rhh-.t afhepeeno, m]/wcM.v[I manna MY.Pb]MW MmMWwa6Famaiawldacav Mire k' btlwarsrefiled la 6MCIIlywgto ryavenlcdl�x Mlmnoa✓a ogawwY eam]pgaeomaVe. Iuellogalcewi9,dkpnw Unity Jn Yw Ja.d&Nary,aecRnwq dackpo2namaWINB IMe ,11, MUINIV hII w.oYdsaa al auNaq CmpbM111 0<PeMEW aW. MIMY INglMllm<mtlYde ban Ina FMR F¢XMo.11e N.Lew Saeel.9aR 31 R,NydMq.VFZ1311. iertaa.LL 3Y10 Job TIDs6 Trues Type Ory Ply 2 Anazlasie T9180009 1062aT0 FGO6 HeII HID GiNYr 1 Job Rederence D boner Building Componan Slgpty, Jackwrnille,F132256 all BUB-7MV 2V16MiTeklndetbies,Ilc. MonAug DllGgJIB l:32:5Wvyn Pape3 Ip:BIOG2yxNP38U57bVMeVywFaLAE9dTTVIASIBBBe61pFIOpIIBmETm26WymAC)'6GJW LOAO CA (S) Standard Unftolm Loads(pit) Ven:I+73,57=-191,&12=-l0 Hou:14=7,4 3,5�1 Concanbalad Loads(Ib) Ven:16-93(B) 151 Deed!+OJS Roo!live 0.1.)+0.75(0.6 MW FRS Wind(Nag Int)tet Pereilel$Lumber I..Il w.Plate Increase-_1.80 Urban Loads(pit) Ven:11-81,5-7-191,&12-10 Horz 1-4=1,as-S,5a=1 Concentated Loads pat Van:I6=-93(8) 16)Wad+OJS Roof LNe(bel.)+075(06 MWFRS Wind(Nag.Intl 2W Parallel:Lumber Increase=1.60,PlateIncr 11s 60 uniform Loads(pill Ven'.14=-81,5 7 191,&12=10 Horz:1 4=1,4-5d,56=1 C mentretetl Loads(7-) Ven:16=MIR) 17)rat Dead+Rood Live(unbedanced):Lumber Increase=l.oD,Plate Increase=1.00 uniform Loads(pit) Ven:1-4--100,57=-13Q 8-12-10 Contaminated Loads gq Vern th�-292(B)9=38(16)16-143(l17=AOl 18=-88(B) 10)2ntl Natl+Roof Live(unbedanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(pip van:1-4=-20.57=-210, C nambated Loads(Ib) Van:R-292(B)9=38(B)16=1430(5)17=68(0)18=-59(87 19)3m Ill+0.75 Roof LW(unbedarri+0.75 Mist Floor:Lumber increase=1.00,Plate Increase=1.00 uniform Cowie(pig Ven:1J=-160.57-130.6-12=-10 Corken8aled Loads Ob) Ven:8=890(B)9=-296([)16=-1225(B)17=-296(B)16=296(8) 20)4M Deas!+0.75 Roof Uve(unbalarred)+0.75 Able Poor.Lumber InCreassi Plate Inchada 00 Uniform Loath(pig Vert:14-20,57=190,&12=-10 DRIC%Itretetl Loatls(Ib) Ven:e-890(0)9=-296(B)16=-1225(8)9=-288(B)18=-296(B) 21)Reversal'Ill+0.6 MFRS Wind(Pox Internet)rah WnLar lacrease=1.6Q,Plate Increase=1.60 Uniform Loads(pit) Vert:1'4=3,5-7=-82,8-12-6 Holz:14-13,45=-11,56--W Concentrated Loads(Ib) Ven:16=692(B) 22)Ra air l:Dead+0.6 MFRS Wind(Pcs.Internal Right:Lumber Increase-1,60,Plate Increase=1.60 Unidorm Loads(pat) Vert 14=10,&7-8H,&12=6 Hors:14=-20,4-5=-26,56-36 Comcenbated Loads(Ib) Von:16-692(a) 23)Ravereal:Dead+0.6 MFRS Wind(Neg.Internal Left:Lumbar Immun e=l.6o,Plate Increase=1.60 Undoml Loatls(plg Ven:1J=-30,57=-131,&12-10 Horz:1-4=10,4-5x31,56=1 Gwp "had Leads(Ib) Ven:16=668(8) 24)Renua l'Deed+0.6 MFRS WIntl(Neg.Internal)Rigid:Lumber Increase=l SO,Plate Increase-160 Unftotm Loads(Ini Ven:1-0_--10,57=131,&12=-10 Horz 14=10,4-5=4,56=1 concentrated Loads(lb) Ven:18=605(B) 25) Reversal:Daad+0.6 MFRS Wind(Poe.Internet)1st Parallel:Lumber Increase=1.6q Plate Increase=l eo Uniform Loads(pit) Ven:1-4=19,57=-91,a-12-8 Hol 1 4-29,4 5=34,5-6=29 Concentrated Loads(lb) Ven:16=6W(B) 26)ReVMaP.Dead+o.6 MFRS Wird(Pos.Intemadl 2nd Parallel:Lumber Increase-1.60,Plate Increased 60 Uniform Loads(pig Ven:ba=ll,5-7-102,&12-6 Horz 1-4=-18,4. -24,56=18 Com ent2fed Loads,(b) Vmh 16=-SU(B) 27)Reversal:Dead+0.8 MFRS Wind(Neg.bill tat Parallel:Lumber Increased eo,Plate Increase=160 Q WIMIWO-VxVy4M)npmMnf..deOral resa.. ILL.MIIENeafae<.`ae lMedt m— .IeeEWea UbE t wJp Mixphy MP 6fleYA ttnmcbn RhtleWFrYdbtldYY�M r Morrielem Yrown.rntlKld m hqutlM dlRpcdnpuani.roi YtanfAlem.esiwe i+¢.Me dYdrq qr¢r nunwlHIM 4FIkWIN of tlarltF�Maneiersm]wol>amY FcurArule TYtloc4n Mol1'a ovadl aanW daaem.aotltghMCWed Ylo walrer�l a,cn6.9tllh rura leaf weY o,ela mom memmrf oily. 11or,a lwr�r>orw�dl>amlamrp MRek' kW'mh rePhretl MfkdM WJ to Vevanl eoemfawnmxsn4e rerlorol hT.syantlwR amYdTM]a. faP brtl pl3Mere9�dhg Ma WW It .16atl. AbkalbM1tld�e.d&Irery aeclbnml bUlp olMmeSaq MmmlBnK MNL/I%IGYINeTaarkwad9aq K61 WIIMpCNnpananl ]delY IrhpaiaXm wWYa hcm Irimflala InI1Me.219 N.Lee6lreei,9JIe d12 Pleeatlh VR?Yf 14. I.,It sYD Job Tum Trrss TypeOIY PIY Mmtmle 9160008 10621T0 Ffa06 Hell Hip OlMar 1 ?- Job Id Merce o BonN Bukirq CampwwM Supply, Jacksgrvllle,FI32256 5.010 SP3BUB Apr 20eV1 EITekgduW IBe. Spn Au90108:32:51apt 6Pepe4 ID:bJOG2yaNP3BU0_]NVMeVywE4AEBdttNASIBaBaStyFIGpIIBmtlTmaWvyML)aO1w LOBO CASE(S) Standard Unllatm Loads(q1) Ven:1- =-21,57=-131,&12=-10 Hom 14=1.4-5-0,56-1 Cozentmte0 Loads(Ib) Ven:16-688(8) 28)Reversal:Dead+0.6 MFRS Wind(Neg.Internal)2M Parallel:Lanber Increme=l 6q Plate In cant 1.60 Uniform Loads(pit) Ver:1-4=-21,S-7=131,8-12=-10 Ham 14=1,45�,56=1 Comentrated Loads(lb) Ven:16=-6SB(B) 29)Revarsal:Dead+0.75 Root II(bar.)+0.75(0.6 MFRS Wird(Neg.len Len):Wmber Increase-1.60,Plate Ingease=160 Unngm Loads(pi) Ven:1-4=88,57=191,&12=-10 Ho21AA,4523,541 Comentrated Loads Qb) Vetl:16=-1119(B) 30)Reversal:Dead+0.75 Root live deal)+0.75(0.6 MFRS Wind(Neg.Int)Right):Lumber Increase-1.60,Plate Increme=1.60 Unnonn Loads(,In Val:14=-73,5-7-191,8-12-10 Ha¢1-4a7.4�,541 Cozentreted Wide Qb) Vert:16=1119(8) 31)Reversal:Dead+0.75 Roof U%(bal.)+0.75(0.6 MFRS WIM(Neg.Int)tet Parallel):Lumber Incmme=l 60,Plate Increase=160 Uniform Loads(No Ven:t-b81,&7,191.8.12-10 Horn 1 4-1,LS ,541 Comenlrated Loads(Ib) Ven:16---1 119(8) 32)Revemai:Dead+0.75 Roof Llve(pal.)+0.75(0.6 MW FRS Wind(Nei IM)2nd Padilel}LmWr Increase=1.60,Plata Increme=160 Unligm Loans(pll) Vett:ti=-81,5-7=191,&12-10 Horz:1-4=1,453,561 Concentrated Loads Ob) Ven:16-1119(B) QWIMIWe�edi lade a"-1a...XOIEegIlX191XO MCLWEn NI/EI[eEfEP1NLE VIpEYM1l1l)reY.lied l6 eEFOPE USE Na'' WYp,VtltlkrW My WA MIeY.mcanwMi.aB�Opt RhaeOwYy Wad pymrelers Agwrtmtl Is loam IMIWLaI WNI�npxrenl.�� I a�maYslan.�Iae rte.MedYdlq Wtbrwx muL VMlyIMgpMtttAINr+1[krsgrlurunetersaW ape,Y capwo'e Mk, WMptle9pn aacig h9coledabgeYeM[ucNge11I1rr�webmfle,eMvtlmemlur;aYY.N,,.Mt, cegvnY�,{ar"rcrentp¢ITj Mire k' kdwgs repYetl Ia WMlymcl to gevNlcd4KMn WOde parvrM MeY m]q%�edY Wntpe. rw(Ntrwtl pMa�ce�Wutl�q Ma lcdkvMiaMatldNay aeclbnatl dachp osae[ael91/INIGMyCrPnppmd9aq V:9l BulAMpCamylxnl BBW Pe1EMBA ]dNyllYwmolbntw '.9 ff. .—I,aae If',A.miap11 . m610 Job Truss Trus Type Ory PIF Anal T910W10 10628T0 FGD] FLOOR 1 2 Job Reference(spectral) Building Correction Supply, Jacksomiib,R 32256 S.Ut O e Apr 202010 MIT*Inquiries.Inc. Mon Aug 0108:32:512016 Pege1 ID:WOG2pNP3BUB_]NVMOVyWEA-AEBd vMlBeB fpFIGgJM?n Tm WvynACysjw 5692 Ltd ttq-0 1411-12 2p$d SS12 3192 260 3-164 SS12 131.1 THIS THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL N4 11 4b= 46= see= 204 II 416= 44- s 3 4 5 8 ] 14 13 12 11 10 e4,05 2a4 II 46= 46= 0.6= TxG26-z 2p4 II 46 - 11-12 2OS0 5512 3]42 2d6 9-164 SS12 Plate Offsets(XY1- [71024,o-201,[9024,0201 LOADING(psi) SPACING- 2-0-0 CSI. DEFL In (loot Well LW PLATES GRIP TCU. 40.0 Plate Grip DOL 1.00 TC 0.4] Ved(LL) -0.13 11 >999 360 W20 240190 TCDL 10.0 Lumber DOL L00 BC 0.52 Ver(TL) -0.21 991 >9% 240 BELL 0.0 Rep Stuart,Incr NO WB 0.81 HOR(HL) 0.02 8 No has BCDL 5.0 Code FBC201N1`Pl2UW Matrix-MS Weight:239 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD StasNrzl wood shea0ting directly applied or 6-Moo purlins. BOT CHORD 2x6 SP No.2 except and venicels. WEBS 2x4 SP No3 BOT CHORD Rigid calling directly applied or 160-0 oc bradrq. REACTIONS. Otda e) 14-1250IMecbaNPal,8=1500/0-38 FORCES. (Ib)-Mac Comp.RAac Ten.'All forces 250(Ib)mlessexceptefienshaven. TOPCHORD 1-16=-11]90/,1-2=-20230/,2-4-351 Z0,4-5=351 20,58-35120,5]=-3286/0,]-B=-14250/ BOTCHORD 1293=0/2623,11-12=0/3512,9-11=03296 WEBS 1-13=OI2681,2-13-g]LV,2-12 /1220,4-12=-26&0.6-11=-225/450,6-9=52W,79� NOTES 1)2-plyiruss to be connected togolmor wpm 10d(0.131'x3')nails as follows: Top charas connected ssfollows:2x4-1 row al 0-9 0 w. Bottom chords connected as follows:2x6-2 rows staggered at OS O oc. Webs conneded as follows:2x4-1 mw at(Y9-0 Oc. 2)All loads are considered equally applied to all plies,except g noted as Vont(F)or back(B)face In the LOAD CASE(S)se it..Ply m ply connections have been provided to distribute only loads noted as(F)or(B),unless openness Indicated 3)Unbalanced Moor live loads have been considered forthis design. 4)The Fabrication Tolerenc9 at .lot 3=20%,pint 10=20% 5)Refer to girders)for irons to truer connections. 6)Recommend 24 slmngbaclo,on edge,spaced at 10-0-0 co and fastened to each hours M,3-104(0.131'%3')nails. Strongbacks to m attached to walls at bell outer ends or unclothed by other moves. ])Use USE THW52(With t6tl nails Into Oral 61 Od nails Into Truss)or equivalent M 15-00 prom the left end to conned lasses)to back pace of bottom Mord. B)Fill all hall holes Mere hanger Is In contact all lumber. LOAD CASE(S) Standard 11 Dead a Floor Live(belanclet:Lun her Incresse=l 00,Plate Increase=l 00 Uniform Lords(pit) Ven:10=-100,B-14=-10 Concentrated Loads dib) Ven:9-532(8) Q WINXWO-VMIy Cnlpn pxamarm ane aUa NOTES m1IN5 ANU ttlCt UUEa MIIEN NEFEflAMGE pA6E MYl<l>nv.104VN16 aEFOBEV9E neµT Wltl ru ur wYY rbn MlelrIDiu,neceol>IMUrilane4aetl uYY sewn pn`n,etm 9wwn.au115lwmMdYapu[Y UlkYp coNlgxwnl.ron Ilwgekrn.04taeno. rg pvon obuc VBgfYa¢gpMCSN' EIIon'prglanelalaaq P%>arIYMUFUUfi et CeaG'�firolraovadl et,ar B'Ylmlwmeta'edaMo r� I>o uI: Nd nry mewwerpv see «°tl tlw weeasv�ie`re fur fora M e! MxbapNLMaa3s.tilNay.eraemm[IdaclryolMmrad nwryYenn YBGWI/IReOWIY C1Mo,w&Matl eCY BUMpCmparpene 69041.E. No 6dMy IlrwmaXm aetlttle man 1rpm4Me nn6lppe.2eax.lee smcer.sJle3t2,ae[atlMyvAz4dn4 Te11q.FL p310 JobTrim T.Type Gly Ply -Anastasia T0168D11 ,,,,JFGOB FLOOR t 2 Job 16MInce Idusi yl) 811pI1q GOmpMNol Supply, JBCkspwIIIB,F132258 BD10s MVMo016MITek0IpANiPO2FUNCnAug 0108:32:52 Amg2Kfypet IO:GgG2yxTVP3BOB_]roVMeVywEzl-e GIOIpwN1OO2FLBIC%m_otreWAOmgKUkk2hKlfySGw i-01-02 &1-0 itt-B 141192 168 8 41112 41-12 200 &104 1-812 scale 120,4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2M II 2w II 3.8= h5= 4r6= 14xv 2"aa 3 4 s e ] 13 12 11 10 P4# 'h411 8a10 THD25Q 'bd 11 44192 ala nn4 119112 tOPa 411-12 4192 2A0 3104 1-.12 Plate ORsa1aKYI- 112:0.5-0.0481 LOADING(Wp SPACING- 2-. CSI. DEFL In (Ix) INeu lM PLATES GRIP TCLL 40.0 Plate Grip DOL1.00 TC 0.28 Ved(LL) -0.611-12 >888 3W MT2o 24W180 TCDL 10.0 Lumber DOL 1.0 BC on VeI -0.08 11-12 >999 240 BCLL 0.0 Rep Stress Ir1Lr NO WE, 0.43 Horz(TL) 0.01 8 Na Na BCDL 5.0 Odtl FBO20147P12007 MaM1lx-MS WeIgh020111, FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD SmiclumlA sheathing ciredlyapplieE or&O0 on,purlins, BOT CHORD WSP No.2 except end verbiage, WEBS 2x4 SPI BOTGHORD Rigid ceiling dll.cllyappllM or 1000 on bmdng. REACTKBNS. Ilhhtze) 13-g TletacnanlI FORCES. (Ib)-Mar.Cane./Mar.Ten. A11 lames 250(Ib)er lase except 1e4en shown. TOPCHORD 1-1f---821/q1-2=1]51M.2-3-2101M.34=2101M,48=-2101N,e-]=-1148N,]-8=1380/0 BOTCHORD 1142=0(1800,10.11-W101,8-10 /1148 WEBS 1-12=0/1820,2-12=65&0.2-11=0/588,4-10=330M,6-10=N1068,&8=-]8&O.]8=0I1]31 NOTES 1)2-ply blas to be connected together Mth111010.131•x3•)tells as ldlom Tapchordsco tedasfollows:2x4-1rowMOg-0oc. Bottom dtoms connected as Iolbws:2x6-2 rom staggered at 0,9,0 oc. Webs connecled az follows:2x4-1 mwat 040 m. 2)All loads are considered equally appled to at piles,except 11 noted as from(F)or back(B)face In me LOAD CASE(S)sacttOn.Ply to ply connechor s have been pmvlded to distribute only loads noted as(F)or(B),unless dMdNlso Indicated. 3)Unbalanced Boor live loads have been considered for Ns design. 4)Tire Fabricelian Tdemnca at point 5=20% 5)Refer to girder(s)for Vres to mars wirm ctior s. 6)Recommend 2x6 strongbecks,m edge,spaced at 1000 M,and fastened to each miss Mtn 3-1 ed(0.131•X3')nails. Stmngbacks to be attached to Agus at their order ends or reelraned by other meera. 7)Use USP THEI(With 16d calls Into Glyder 81 W mals Into Tines)or equivalent at 15-00 from the leu end to connect messages)to front lace of bottom mord. 8)Fill all not Mies wtlere hanger Is In contact With lumber. LOAD CASE(S) Standard 1)Dead i Raar I(balanced):Lumber Increase=1.00,Plate Increase=1.00 Unborn,Loads(pit) Ved:1-7=-100,643—ID Concentrated Loads(lb) Van:9-584(F) All,We aHMIG-Vxlry Oxlynpxxntlm eM eF4a NeiEgW iN6INO WLWOEn MnEN aEFEa<NLE VISE NPIO]m.1mcaoSeEFONE UEE. ¢D=N' N��WeMlnloeelweua�IlwMIbYd19n ieclus lnGJeS.Ib Wvtl wiV u4x+nlwarelaSXv�vm wviklci w,.ilMdid plyp rnnryrenr.ml WQp dmPn BmAgxMkola0klo gvMel bxlllYp.11..WaswebaH//a cM+tl memr¢n MV ry/Ndb�iJ hauco, y�meblpwllnnalnawmg edxvy.regla]bsldMXyaW+opeyenlcdl�' u11n�E'Aa Wiaaxl tl¢yaq popedylpmvdn fw plSdpJ[b�e'.e regatlig lM IHm Xagg.�INew dacemwgr1eClNallnvyswllni¢mierta.ree/JIL/RII QxNy CrxMa.ONd9m]sCN WIWriPCanpanW ieWVube eM4. euMr xypmallm wtl12Ae pan Ir�FMIe MIMa.21e X.Lee 91eat.fLlle312 Nemgh VRS1310. Txrye,fL diets Job Trus Toss Type Cry Ply Arasram 91812 10029T0 FGOB FIAT GIPDER 1 2 Jab 16area, fiarel BGNIrg Gomponentfiupply, JadspMlle,FI32266 B.Of0aAP20VeVywxl lndusmiwOiiYc. Man AugOf08:32:532DRPage l ID:bJOG2yzNP3BU9 TWMeVywExl6cHOz9w0iiYNVkrmEHDLF01reMrPiBhDPI£SyaOju 4992 6&12 10.14 134-12 160- L12 2028 . 2-&0 3J8 338 26-0 412 � Sulo=1:31.2 5x8= am= art II 51 1 2 3 17 4 5 18 6 7 8 18 14 20 15 21 Id 22 13 23 12 24 11 25 10 28 27 9 2i4 II NAILED NAILED NALED NALED 0x10 TB=NAILED NAILED NAILED NAILED 2x4 II NAILED scall 3 4992 6312 1314 134812 1128-0-00 20.28 b1-12 2%0 338 34-1-12 LOADING(psi) SPACING- 2-0-0 CSI. DER. in floc) /det1 Ud T PLATES GRIP TCLL 40.0 Plse Grip DOL 1.00 TC 0.45 Ven(LL) -0.021314 >999 360 MT20 244/190 TCDL 10.0 Wmber DOL 1.00 BC 0.33 Ven(TL) -0.051314 >999 1W BCU DO Rep Stress far NO WB On HorzQL) 0.00 9 Na Na BCDL SO Code FBC2014?Pil Marx-MS WinO(LL) 0.011314 >999 240 Weight:2741b FT=20% LUMBER- BPACN4G- TOPCHORD 2x8 SP Not TOP CHORD Structural wood sheathing directly applied ori oc purlins, BOT CHORD 2x4 SP seemed ept am venices l . WEBS 2x4 SP No3 BOT CHORD Rigid ceiling directly applied or 8-PD oc bracing. REACTIONS. All bearings MedlaniW euept Ut=length)15�3-6,11938. (Ib)- M.Uplitt All olft1001bo,l..tiulnt(x)16,9,15,11 Max GmvAll readlons2501borlessatlolnt(s)e pt16354(LC 1),9=1440(LC 1),15=4369(LG 1), 11=5169(LC 1) FORCES. (b) Max.Comp.Mfax.Tan.-All lames 250 fib)ar less accept Mien shown. TOPCHORD 1-16-Qlti? ,b2=9/691,2-3=1317/19,3-5=-149B/3J,&0.--149&30,6-0=0/1142, 7-8=829/16,8 9=1295A) BOT CHORD 14-15=69111,1314=49A317,1193=11VID.10 It=161829 WEBS 1-1881819,2-15=3695'),2-14=-252459,3-14s=-125i 5-13=-141&0 618-163042,611=-316&0,7-11=24149,7-119 356/160,8-10—9/610 NOTES 1)2yty Wss to be connected togetheratlh 10d(0.131'x3')hsls as fdiows: Top chorta connected as fo love:2x4-1 row at 0.9-0 st,2*-2 have staggerer!at 0-9�0 oc. Bottom dross connected as follows:2x4-1 row at(I be. Webs wmected as follows:2x4-1 now,at Dl oc. 21 At loads are censidered sauslly spplied to all plies,except it noted As front(F)or back(B)taw In the LOAD CASE(S)section.Ply to ply connections have been proNded to dlstbbse only loads noted as(F)or(B),unless ohe saver Indicated. 3)Wind:ASCE 7-10.Vala0rcm(3second gush Vatall01mph;TCDL=5.0psf;BCDL=3.0l R25tl;B-,IfM;L_-24M1; Cat. 11;Exp B:End..GC,se 1e.MFRS(directions);Wmber DOL=1.60 Wats grip DOL=1.50 4)Provide adequate dotage to prevent water pending. 5)All pleas are 4x5 W20 unless operates Indicated. 61,This Muss has been designed for a 10.0 ped Bottom chod live lead rwnconwnent arm any other live loads. 71'This trues pea been designed for a live load of 20.Ops on the bdbm dwntl in all areas where a reoargle"-0 hall by2-0-0wide All fit between me bottom chord and any other members. 6)Re er to guests)for Dees to muss connections. 9)Pursue mechanics connection(by oilers)of truss to bearing Wale capable of attinstanding WOIe Wild at Idnt(sI 1Q 9,15,11. 10)Load case(8)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,2(l,27.28 hasfbave been modified Building designer er must review loads to verify,that they are correct for the Intended use of this Wes. 11)'NAILED'Ireicates 3l 10.148'Xf)or 3-124(0.1443 x3.25')toe-halls.For more details refer to MITal"ST-TOENAIL Detsl. LOAD CASES) Standard 1)Deed.Roof Use Capit metl):Lumber Increase=l.OG Plate Im inam a=1.00 Unllorm Loads(pit) Ven:18=-506,9-18-10 Q sup.-led,6u ren pvuMx.m4RE4a Na.ce.sax NCLWEa YI1EN aEFEadXCE IdeE MF)Ibm'.me.M416 aEPoREUBE assen WOlarmeorly N5xlskWcmr¢cbm.f1a Oesejre PVAa4yimarnamossrs—ouffe.mY✓FMAW MVMVJcomrvw¢nL rot Mmayelem Pelee ue.Rpoldp tls4}wlmuslvalty MegNlcWlly WdeLg,paanelerseM gKenV fw LrcarManakse�Jn Into1Mo u aa�r°.rde�w�ro°`�'dmim e'�iop n'.�'nf��wn°'w�ml an+v�m/°oq"°medrn aonw«N�nmmrrawwvma wrrr�mNrnPmoe WIC asa.ra a,ramcaraaaarefhe 4M4mem EmaM. pMmlkm efwrye.hklrery.eia�:llon mf exmlre orfn�md Ir�memssaeANaWNr eu9m elmm.bsaeraw Inca wlkln9eeoiPorr.n ewwwamax9n wdaGa corn e�Hafe nmmrre.zle rv.tee shoal.safe3lz.ae.a,sn vA2nt4. T.rge.FL saslp JOE Truss Truss TypeOry Ply Madesse 916eotz IDs2aT0 FGO9 FLIT GIRDER 1 '- Job Rel easel BUMNIp Canporgnt Supply, JeckwnvllM,FI32256 9A106Apr 202016M,T.k MITealtqusN ii". Mon Aug0108MWiB RuESge2 10:EJOG2yxTVP3BUB_710VMCVywEYI-BCHOxFAIiYNVgmEHDLFOjreMrPIBRDRUESyaGju LOADCASE(S) Standard Concentrated Loads(Ib) Vert 14=-125(FI 19-125(F)20=125(F)21=-125(F)22-125(F)23-125(F)24=-125(F)7 -125(F126=-125(F)27=-125(F) 2)Dead+0,75 Root Uve(balanced):Lumbar Increase=1.00,Plate klcrea9Sl.Ot UNiotm Loads(pit) Vel:1-8= ,416=-10 Cmcentrated Loads(IDI Ver,14=-109(F)19=110(F)20-IM(F)21=-lM(F)22-IM(F)23-109(F)24=-109(F)z5=-l09(F)26=-lW(F)27-10B(F) 3)Dead+Unlnbabitade Alto Without Storage:lumber Increase=1.25,Plate Increnae=1.25 Unisom Loads(pt) Ver,1-8=-262,&16=30 Concentrated Loads(lb) Vert 14=-79(F)19= fl 20=-79(F)21=-79(FI22=-79(F)23-]9(F)24=-79(FI 2S=-79(F)26=-"(F)27�79(F) 4)Dead+0.6 MFRS Wind(Pos.Internal)Left:Lumber nowase=1.80 Plate Increase =1.80 Unroll Loads gg Ven:1-18--18,8 18-33,9-16=6 Concentrated Loads(Ib) Vert:14=57(F)1936(F)20 Irfl 21d7(F)zz 7(F)2367(F)24=57(F)253](F)28=57(F)2]S7(F) 5)Dead+0.6 MFRS Wind(Pols.Internal)Right:Lumber mortem a=180 Plate Irlcreeee=1.60 Uniform Leads(pip Van:1-1L-33,8-17-10,9-16-6 Concentrated Loads(ib) Ved:1467(F)19-WF)2 57(F)21=57(F)22=57(F)23 67fl 24=57(F)25d7(FI 26=57(F)V7 57(F) 6)Dend+0.6 MFRS Wind(Neg.intense)Leh.Lumber Inchissa 80 Plate Increase=1.60 Untorm Loads(p8) Ven:1-0=-223,9-16=-10 Concentrated Loads go) Van:14,61(F)IMO(F)2MI(F)2131(F)n2 l(F)2461(F)24_-81(F)25�1(F)28=81(F)27-=d1(F) 7)Dead+0.6 MFRS Wind(Neg.Integral)Right:Umber Increasx1.60,Plate Inueass-1.80 Uniform Loads(PR) Vont 0.-223,9-18=-10 Concentrated Loads Old Van:14=61(F)19=80(F)2R 1(F)21 1(F)22 1(F)2r=81(F124=61(F)25=61(F126=61(F)27-61(F) 8)Dead+0.6 MFRS Wind(Pas.soared)Ist Parallel:lumber Increase-1 W.Plate Increase-1.60 Unibtm Loads(pit) Vada-8=51,9-18=8 conaeratated Leads Obl Van:14=-67F)19=56(F)20=57(F)2167(F)2267(F)23=57(F)24=57(F)2537(F)26=57(F)2737(F) 9)Dead+0,6 MFRS Wind(Pos.Internal)2nd Parallel:Umber Increase-1.60,Plate Increass=1.60 Unllonn Loads(pit) Veit:t�91,9-16=fi Concentrated Loads(Ib) Van:14=57(F)1966(F)20=57(F)2167(F)2267(FI23=57(F124=57(F)25=57(F)26=57(F)27=5](F) 10)Dead+O 8 MFRS Wind(Neg.Internal)lot Parallel:Umber Increasm1.60,Plate Increase=1.80 Uniform Loads(pll) Ven:1-8=zza,918=-18 Concentrated Loads(Ib) Ver,1431(F)1960(F)2031(F)2161(F)2261(F)2361(F)2461(F)2561(F)2861(F)2761(F) 11)Dead+0.6 MFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60.Plate lmw..e=1.60 Unit Loads(pit) Vert:1-8=-223,9 16-10 Concentrated Loads(Ib) Ven:1431(F)1930(F)20-61(F)2131(F)2231(F)2361(F)2461(F)2561(F)2661(F)2761(F) 12)Dead:Umber Increasi Plate Increase=0.90 P0.meta16,9O Unllona Loads(plf) Ven:1-8=-207,9-16=-10 Concentrated Loads(Rd Ven:14=L)(F)19=44 F)20-63F)21=63(F)22=63(F)23-63(F)24-63F)25= fl 26<A3(F)27-63F) 13)Dead+0.75 Roof Live(be)+0.75(08 MFRS Wind(Nl lint)Lal Lumber lmmme=1.80,Plate Incraaea=ls0 Uni tm Loads(plp Ven:1-8=443,918-10 Concentrated Loads(Ib) Ver,14=39(F)19 8(F)20=39(F)21=39(F)22=39(F)23=39(F)24=39(Ff 25=39(F)28a39(F)27=39(F) 14)Dead+0.75 Roof Lee(bat.)+0.75(0 B MFRS Wind(Net.ling Right):Lumber Immaee=1.60,Plate Increase=1.60 Unworn Loads(pID Vad:1-S=-443,9-16=-10 Concentrated Loads(to) Ven:14a39(F)19a38(F)20=39(F)2169(F)22=39(F)23=39(F)24a39(F)25a39(F)26=39(F)27- 9K ) 15)Dead+0,75 Root Use(bol.)+0.75(0.6 MWFRS Wind(Neg.Int)lot Parallel):Umbar Increase=l BO,Plate Increase=1.60 Unllonn Loads(pill Ven:1-8=-043,9-18=10 Corwentraled Loads(loll Vol:1439(F)1938(F)M39(F)2139(F)22-39(F)23�fl 2439(F)25=39(F)26=39(F)2739(F) 16)Deist+0.75 Root Use dwIL)+0.75(06 MW FRS Wind(Net.Int)2nd Parallal):Lumber Increase=1.60 Plate Increarl1.60 Unlfoll Loads(pit) Ven:1-8=-143.9-16=10 AN4INMD a� see HOTE9 aN TM19ENa MCLUOEOYIIEa eEFPYXCE P4aEIb14R e�.14eYAl6eElOPE USf �• UWa,wlM I.,—onr„'ab als.coew,:kxc lNz og,kluM Mr uWn'onosias fp x,.on k WtlYp compavn,-1 rvimxyslem telae m,Ire WQpdeSa,s,m,¢I wnH ll,e tYMlco=iNddeYgi p�anelenaNwcFs,IVlrkaptt019nik�LL3n nro tM areMl �} G1r1,9dooln. alq 9McaletlEio wevaN WCW,9 a1YMLWInmweDCM,utluOmem�SaYY.M011brb1emPa,wYac FNno—roh Y9 "• kdwar.,euEeewr.lmonaatow�„Ioollq,rawnpo�eaaw,a Yrure,awwrenvnmme. n„ae„ad 9�ra,�N,�9aa,g ne M,Makn xM�e.dNNa,Y,neclbnad dsYgal rvuemaWlnaryalenc feWN91/MIOwNy CMMb,Daed9WlCD BUY6ip Canpawa 69w FUMa EUI BMtl. EOMy YYanMb,wUtlie Yan 1„6%W FdtlMB.RIB N.L9e Sl,ee1.eJ1e312 NUatlb,VRYTJIG. isnee.FL 9910 Job Trues Truce Type Ofy PN Armieaia T9169012 10628TO FG09 FLATDIRDER I 2 Job Reiererlce a Oorel Buil Component Supply, Jackswrvllle,Fl 32256 8.010 a Apr 20 W16 MiTSK Industries.line Mon Aug o1 C8:32:5921118 Pairs ID:WOG2WWRIBU0_TIDV Vy &I-BCHOze iiYWo EHDLFOjreMIPIB UE6yaqu LOAD CASE(8) Standard Conoenlmled Loads(ID) Vert:14=39(F119=38(F)20=39(F)21=39(F)22=38(F)2Y-39(F)24=39(F)25=39(F)28=39(F)27=39(1`) 17)Reversal:Dead+0.6 MFRS Wind(Poll Internal)Left:Lumber Increase=1.60,Plata Increase=1.60 Uniform Loads(pit) Vert:1-18-18,8-18-33,9-16=-6 Concenireletl Leatle gb) VeR 14=09(F)19=99(F)20=991F)21-99(F)22=-99(F)23-99(F)24=99(F)25 99(F)ifti F)27=-99(F) 18)Reversal:Dead+0.6 MFRS Wind(Pas.Internal)Right:Lumber Increase=1.60,Plate Increase=1.80 Untlortn Leads lig Vol,1-17-33,8-17_18.ill Concentrated Loads(le) Ven:14--99(F)19-99(F)20=-99(F)21=-99(F)22_99(F123=-Wft`)24=tri 25=-99(F)26-991F)27-99(F) 19)Reversal:Lead+0.6 MW FRS Wind(Nag.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Van:1-8=-223,9-16-10 Ccncentreted Loath(Ib) Ven:14=-95(F)19=96(F)20-95(F)21=-95(F)22-95(F)23=-95(F)24-0(F)25=-951F)26==951F)27=-95(F) 20)Reversal:Dead+08 MFRS Wind(Neg.Internal)Fft^Lumbar Ilmrease=1 W.Plate mresee=l 60 Uniform Loads(pit) Ven:18=-223,41E=-10 Concentrated Lame(lb) Van:14=95(F)19=-961F)20—Ill 21=-95(F)22—Ml 23=-95(F)24-95(F)25=-95(F)26=-95(F)27—Ill 21) Inmost:Dead+0.6 MFRS Wall(Poo.Internal)tet Peelle:Lumber Increassl.6Q Plate Imrsaze=180 Unarm Leads(pig Von:1@-51'9-16=8 Corlcentrafed Loads(to) Ven:14=99(FI 19=-99(F)20- F)21=-99(F)22=-N p,23=W(F)24=.Sol 25=-99(F)26=-W(F)27—lel 22)Reversal:Dead+0.6 MFRS Windt(Pos.Internal)2nd Parallel:Lumber Inaease=160.Plata heraeee=L80 Uniform Loads(pit) Vert:1-8=-91,9-16=8 Concentrated Loede(to) Ved:14-9l I9=--NftF)20=sal 21=-Ml 22=-991F)23=-91(F)24=-99(F)25=99(F)28=-99(F)27=Sol 23)Reversal:Dead+06 MWFRS W nM(Neg.Internal)ran Parallel:Lumber Increase=l.W,Plate Incrvers, 60 Uniform Loads(pig Ven:1-8=-223,9-16=10 Co stareletl Loads(Ib) Van:14--96p)19-96(F)20=-95(F)21=ti 22--%(F)23-95(F)24=-95(F)25=651F)26-95(F)27=-%(F) 24)Reversal:Dead+0.6 MFRS Wind(Neg.Internal)2nd Paul Lumber Incraeae=1.60 Plate Mrsase=1.60 Uniment Leads gel Van:1.6=-223,9-16=-10 Concemmled Loads(lb) Vert:14=9l 19=-%(F)20=95(F)21-95(F)22=-%(F)23-95(F)24=-95(F)25=95(F)26=-95(F)27=-%(F) 25)Reversal:Dead+0.75 Root Live@nd.)+0.7510.8 MFRS Wind(Nal Inl)Led):Lumber Incressi l.eq Plate Incessee=1.60 Uniform Loads(Mt) Vert:1-6=-443,9-16=10 Concemnated Loads(ib) Ven:14_1211F)19=-122(F)20=-121(F)21-121(F)22=-121(F)23=121(F)24-121(F)25=-121(F)26-121(F)27-1211F) 26)Reversal:Dead+o.n Root Uve(baIJ+0.75(0.8 MW FRS Wind(Neg.Int)Ril Lumber Imrstl SO,Rete Increase=t80 Unilmm Lomh(pQ Ven:1-8=-443,9-16=10 Colwenlrated Loads(lb) Van:14-121(F)19-122(F)20=121(F)21=121(F)22=121(F)23=-121(F)24-121(F)25-121(F)28=-121(F)27=-121(F) 27)Reverse:Dead+0.75 Fear Dw(bel.)+0.75(0.8 MW FRS Wind(Neg.Mi)Ist Parallel):Lumber Ineceaee=l.eq Pima Increeae=1.60 Unitmm Loads gill) Van:1-8=4uI3,9-16=-10 Concentrated Loads(Ib) Vert:14-121(F)19=-122(F)20=1211F)21=-121(F)22=-1211F)23-121(F)24=-121(F)25=1211 F)still 21(F)27=-121(F) 28)Reversal:Dead+0.75 Root Live(bel.)+0.75(0.6 MFRS Wind(Neg.Int)2nd Parallel Umber Increase=1.60,Plata Increase=1.60 Unite ml Leads(pit) Ven:1-8=-443.9-18=-10 Comentmted Loads ill Van:14-121(F)19=-122(F)20=121(F)21=121(F)22=-121(F)23-121(F)24-121(F)28=-121(F)26-121(F)27-121(F) AWIMIWa-VMryvWpnperenxrm entleEla Na]Ee PY]MS ANa XI[LUOEO MIIENFEFaa4XCEYI4EMIF]IAm.16WM169EFORE USF. al @�nL]ru u.�deY'wMn MIr JIDconretlws.INadtL{]n Kbwrc1 W V uqm granelerttlww aMelw m MUMd WtlYpcomp[xw.lh ml Ximsrylan P¢Meus.R¢dlgry tlsW:riei molly My 11aq�lacWlNordetlan Wwnnlersartl gopenY MM++rale IMOs9an Fb Xnoverdl dlagde�n Ba:\ip Yg1Co19Uhbpavntl LuctlFp IXIMM]W nwweb T]M CMtlmem[asaey. 2MIknM lemry ay Vq pxmQerntlMp bUwvKregkai Maktillyadlo gevarnwhlTe WXn I�-WLMa�ivrd FMyagpoperlyOTnye iW yerrerd pFWcere3ad,p fie ALboIM aMgre.OelNery.ae[Ibnad MayrV olMmaadlnmeylanefae/JIL/RI16.nXyCMMb.bale e9aM teal MrtlgConpwrxi %W FVu1. edMy InknnoXon md2M tom l�fl 1s INXMe.Rle N lee Shtal.9ale 911 Nemxala VRZIJI4. Terrye. L.1b JOE Tmu Tn{m Type Oy Ply MUM1aie Tons) 3 1062gT0 Fall FLOOR 1 '- Job 16Offsk o Xonel B14Mirlg Component Supply, JecldOmilk,FI3225e 8.010 B AV 20 MVIA 016 M1Tek lOq i,,I EHAug 0109:32:5 Page 1 A ID:WOO2yxNP3BUB_]IOVMeVywEYBCHO{BBOiiYYNkmIEHDLFOmoeLePtV4DRUE5ycGju 330 3S0 1 3sd= p34 11 Scale-1,146 THbffi 4 5 3 lid 4.s= 3S0 3Sa LOADING(pat) SPACING 2-0-0 Cm DEFL. In 0.) tided LM PLATES a1BP TCLL 40.0 Male Grip DOL 1.00 TC 0.19 Ved(LL) -0.01 34 ugg9 3M M DrD 2461190 TCDL 10.0 Lumber DOL 1.00 BC 041 VwgTL) -0.02 3-4 >M 240 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) 0.00 3 We We BCDL SO Cede 1`13=14/IP12007 Mmdx-MS Weight.45 Is FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Nn2 TOP CHORD Structural woof sheathing warty aWhed or 330 co pulling, BOT CHORD 2x6 SP Not except enc vemoais. WEDS 914 SP No.3 BOTOHORD Wgld calling drectly applied or 160-0 a bradng. REACTIONS. (wools) 4=594Mtechan(cal,3-!srINechanlwl FORCES. (Ib)-Max.Corny Max.Ten.-All Whose 250(Ib)or less excapt when shown. NOTES 1)2yly Iles to be cennected together at 10d(0.131"x3')nails as lotions: Top work connected as follows:2e;-t row at 0 9 0 oc. Bogam chords connedee as follows:2x6-2 was staggered at 0-9-0 or. Wads oomecled be follows:2x4-1 row at D9-0 oc. 2)All loads ere mnsldarad equally applied to ell plea,excspt 11 noted as Imm(F)or beck(B)lace in the LOAD CASE(S)section.Ply to My connections have been proAded W dlsldbNe only loads noted as(F)or(B),unless otherese Indicated. 31 Refer to girder(s)for truss to trues connadbns. 4)Recommend 2W strongbadcs,on edge,spaced at 10-60 oc and lastened to each imss with 31 Od(0.131'%3')nails. Strongbacks to be adaaled to walls at their outer encs or restrained by other means. 5)Use USP THD26(With 1W note Into Olyder&NA91)nails Into Tmss)or equlyawt at 1-0d iron the left end to conned buu(es)to front face d bottom wool. 6)RII all hall holes where hanger Is In caMact with lumber. LOAD CASE(S) Standard 11 Dud t Floor Uve(balanced):Wmber Increase-1.00,Plata Increase=1.00 Unitorm Loads(pit) Von:1-2=-100,34=-10 Conten W.d Loads(Ib) Vert:5—] (F) Q a .-t o..l Yxlly 4Men pvurMwx mO BE<a NOTE6 0e lNIB IMO NC{Iq[y tlIFN PEFENXCE eI4EY)M m.IWYA159FFOIlE etre WpIw ueaey MnAYIeMAconr¢cbm.RhrotlT EOaeOwYYlNriWwneleeBmrn agalwm M1]MludenFf cwnFmenl.ror IMSMIBnr.asYe dp.X¢txMe4ip 1'wF�er niuil seely McMctlIN oltlep�Irxameienwd gol�OaY bcnWale MdeWnlreo Re weNl °wra�g,xuv,.a..i,glmlfaleunbq�nlM.cm�Dolnm�aaln8weoaala,cmrameml>arzwv.a�dnorleurrlwrwmdre�rr��lnrorw MRek' saMa@regletl M nmulNwld Io gevenlcdmewlTlwdle Perw�d MrYmugcpeMdmWe- In aeras p4hlce repvhp Xa Mv4vlbt tlaago.tlalNry.meclbn wJM 4rp of Ois¢:mdlnmay4enR.'.eeg11A/MI OudIM CBMb.DBLNaM BC81WMnp CerrpwM BBw vu Me ianratio . £dMylMomuBm aW2ie Own Less Rare xielllule.RIB N.IeB allan1.91He JIR.NeYIXAM Vq Y1314. p,Fl.5610 Job Trues There TypeOry Ply Anastasia TelBegu 10828TO FT01 FLOOR 3 1 JOb RahearceMIT" 0 olml &IiNirg Componen[Supply, Jadswrville,FI32268 8.010e Apr 21)MVMef115MiTeXlndlsthes lno Mon Aug Ot OB:32:84201 Xysq IO:OJOG213VP3BIIB_JIOVMeVyxEtl-epnnAVlmS2L21 tKyoSSdW_iJBEkfCWVmXyaG(t 49-12 4bB 2O- O 11412 2088 ' 41-12 1,11-12 1 200 236 4Pt2 Sub-1:3/2 2W II 3A II 3fl= 2 3 6 5 6 7 / 12 11 10 8 2N II 3r8= 2xd 4142 Ptd 11-18 13+12 2628 41-12 411-12 280 234 6P12 LOADING gong SPACING- 2-00 CSI. DEFL In Sac) IMef] L/tl PLATES GRIP TCU 40.0 Plate Grip DOL 1.00 TC 0.96 VeR(LL) -0.0411-13 IN 360 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 033 VeR(R) -OAJ 11-13 o88B 240 BCLL OA Rep Share bcr YES WE 0.39 Al -0.00 B Ne We BCDL SO Code FBG2014R12007 wall Weight 10311, FT=20% LUMBER- BRACING- TOPCHORD N4 SP NO2 TOPCHORD Structural Wood sherehing dimity appliso. animal end verticals. BOT CHORD 2x4 SP No2 BOTCHORD Rigid ceiling tiredly applled or 6AO Oc bracing, WEBS 2x4 SP NOS REACTIONS. All bearings 638 p caPt Ijt=length)14=Mechenl0el,S=Mechanlcal, (lb)- Man UpIIR All upllR 10011,or lase atjolnl(s)except 14=-208(LC d) Max Grav All mactlem 2501b or less at joint(a)14 excep15=3J5(LC 11),13=1116(LG 11),8=783(LC 12) FORCES (Ib)-Mex.COmp"K Ten.-Ali forces 250(Ib)or lees except When shown. TOPCHORD 1,2=0/469,2-3=391N,3-0=391/0,46=39110,7-8=3M/0 BOTCHORD 11-13=iOM,10-11=Or391 WEBS 1-13=-465th,2-13=822/0.2-11�H�,311 382/0,6-t2-161/43J,6-9=TJ9N NOTES 1)Unbalanced floor live loatle have been considered for Me design, 2)All all are 4x5 W20 offices aftni se indicated 3)The Fabricellon Tolerance at joint 5=20,joint 12=20% 4)Refer to goder(s)la lmss to truss connections, 5)Refer to girdar(s)for truss to dues connections, 6)PipAce mechanical connection(by others)Of buss to bearing plata capable of wMstaMing 20811,upll0 al joint 14. J)Recommend 2e3 at.,becks,On edge,spaced.110 060 oc and fastened to each tMse Win 310d(0.131'X 3')nails. Slmngbacks to be attached to walls at the0 color ends or reetrained by other means. AW7.d�VMly4x57npeWlxiro mOaEIO N07Ee PY 71n5<NOWGLUOEO IM7ENNEFE0./MCE Pd OE NP7OLrv.10 cr BEf adc CeYanwld 1w—oAy,fthfhf cuvwclwi IMtlmItT Sd>.�tloaY u(un Vcxalleiee Ywwvaq aloemrulhMAxM WNIFy ccnYpnnt rot Xim syLeni.P¢Iuove.Rn WYya'mul veMy RegM:WllyolO�iMlW�elersadgrgwNhcoR•omloll'dtivOy�heo tln overall hudol Nda. Naai9nawfaean�wowonlwmndaxdMannwwreeaWav,ordmomuoaoar.reelanntamwwmaw+maneela«»d MIT6k' e swan Ivrea for:IRily ale io waw W�t�ota>•a Ymn l>onL+e pav�w».v�d gw�Wty d�mwe. lot Iaee"a 9ae�a d aped me f�'kalkn slw<pe.O9. e Them mldaip NMmsopYli®Mfamt pe4rfSVM V.Vo CMMIo.eSE-09 uq BCL2WgCwnponMl WD9 Pula EY BNE. fdMr IamnoMn wddxotwn BlmflMe YYXMe.RIB N.lee SRI.aI.salla Jl2 NSMNYh VAY[31 G. Talrq,FL aar10 Job Truss Tues Type Oy My Anestesie releepts 10020T0 FTC2 FLOOR 1 1 Job Rei 1 M1 trNl Bdbltp component Suppy, Jedaomllle,FI32256 B.OIOSAg202O18 MITeklMuetneIt Mon.VWIKy.0 108:32:542018 Pepa1 ID:OJOG2yxNP3BU 1 ]IOVMeVywEA-eprmAVxeSOgmVwllKyoSICxs1_b88581CfARmXycGjt LB8 81d 210 1612 26A0 LB-0 0.5U 2-00 6L12 Lbi Sore.134.2 NS= zN II 9N II M= srs= 4x10= 14x10 2 3 4 5 6 ] H 13 - 12 11 to 9 B 34 II .10— am= 46= ato= 2x411 q5= 48-0 Ptd 119-0 1584 2628 488 LSO 2P0 1 LL12 664 LOADING(PsU SPACING- 240 CBI. DI In 0.) Alai Lb PIATES OIIP TCL_ 40.0 Plate Gulp DOL 1.DO TC 0.55 Ven(LL) -0.101011 >g99 380 Mr20 2"190 TCDL 10.0 comber DOL 1.00 BC 0.]B VeO(R) -0281011 >821 240 WILL 0.0 Rep Stress icor YES W0 1.00 Hor2QL) O.W 8 We we BCDL 5.0 Cods FBC2014?PI2007 MaMx-MS cosign 1031b FT=2o% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD SmMd woodshed it dredlysppliedor31-9oopudlns, BOT CHORD 2x4 SP No.2except and verb.., WEBS 20 SP No.3 BOT CHORD First ceiling dressy applied or 1040 oc bradfi% REACTIONS Qb/¢I2e) 14=109SManhenica,8=109WMachadml FORCES. (lb)-Max.Comp.MlRx.Ten.-All tortes 250(1b)orlest except wfien shown. TOPCHORD 1-10=9004/0,1-2=19]3X,2-3=2W40,34=-26]4/0,4d=26]410,6-]_1985Po,LB=-to8G0 BOT CHORD 11-13�I19]3,10.11-0/20]4,8-t0=X1885 WEBS 1-13=X2102,2 9 3=42110,2-11=pR13,3-11=-295/0,4-10=-29X0,fi-10920,89=823Po,]-9=pp086 NOTES 1)(fpbaMnced door live loads have been considered for mid design. 2)The Fabrication Tolerance at Joint 5=W%,joint 12=20% 3)Refer o girders)for tNRe to thea connections. 4)Recommend 2xS stmngbacks,on edge,shared az 11 on and fastened to each wss With 3-100(0.131'XT)nails. Shagloacks to be adached to weds at their outer ands or restrained by other means. A WARY.a-Vnlry4WenRVxIM�xIxM4RFJaXOFFHPV 1W9WpNClUOEpKIENRFFEAARCEIAOEN6141im.f49Yler5BEFOFEUSE � .fruwwildlo�,w:w— MIIerWcbnrecbxa.Ric Ha49nbbaeewllY4xn WwnetemYmvn.mM 41wm MWMdetlYq cwnrp,rnl rcl nR.Wdwe Bb1we�.nye dBaxgae99re�mut venynnwllyolaa:p,aaIW�wrs w,Wlvnfolr..o�neamin�mm lro�wal tAd+w+� sur' ',etlop-of=agml pu va wY ma qw> v�e°."iw n Foo am°elre 1A"�a�n1 MiTek 1Rxkulbn ea Je.OWNmy.attlbnm]M26g o1Mmzsad Tl¢iy[tem:ree,1X11/Ien OMlly cMwle.0.Yd9axI K9l WIM�19 Camynxlt oa F.,k.EesBMs. seen howene en avtlMHe..--hoe euI ..or N.Lbs Steel,SUM1ed12.NevmMi VRY1310. ierrpe,FL affi�e Job Truro T11as Type Oly PIy Ani9leeotn 10MOTO FT03 FLOOR f 1 Job Release o 8onel Building Compares SWply. Jeckwrvnlle,Ft 321 0.010a Apr 20 W16 MI Tek IM16N6e.Int. Man Aug 0108:32:552016 Pagel ID:GIOO2yxNP3BUe_TOVIApVpEA-2tP80ryGDKm6mEUJhO9TOgM HARxw_Jr seDs a8b 0.1 8 11-I.8 14-006 a3a aso zoo 3Po scale-1:25.1 2W II ala II ads "PS— 3 4 0 9 8 7"as= 6 2N Nd= ars ae.e P1A n.1.e 14.10.8 4-se aso zna aPo LOA Und) SPACING- 24H0 CSI. DEFL In (lac) Vdrs Ud PLATES GRIP TCLL 40.0 Plate GNP DOL1.00 TC 0.62 Ved(LL) -0.14 S-9 >999 360 MT20 2441190 TCDL 10.0 Umber DOL 1.00 BC 0.81, Ven(IL) -0.22 B-9 >787 240 BCLL 0.0 Rep Stress ma YES WE O.69 lord(TL) 0.02 6 We We BCDL 5.0 Coda FBC2014?PMV Mati Welghl:Mlt FT=2096 LUMBER- BRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Stmdumisvod sheathing directly applied or 436 w Pines, BOT CHORD 2W SP No.2 except and vmllcals. WEBS 2x4SP No.3 BOTCHORD Rigid calling directly applied or 10-00 oc trading, Except 6-0.0 is,bredlq:6 7. REACTIONS. QWeize) 10�02/Mechankal,6=802/Medlenlcal FORCES (a)-Mex.Comp.rtAax.Ten.-All lom65 250(ab)w leas except when shown. TOP CHORD 1-10--76W,1-2=135]/0,2-3-12S .3-4=-126=,4-5=-125=,58-82M BOTCHORD 8-9=0/1357,7-8=0/1253 WEBS lRWI42,2-9=-0 .4-7=i ,5.7=Wl43 NOTES- 1)Unbalanced floor live road.have been considered for this design. 2)Rater to glider(s)for wen to Huss wnnections. 3)Recommend 2x6 sirongbaclo,on edge,spaced az 10-0-0 oc and fastened to each Imes with 3-10d(0.131 X3)palls. Strongl ads to be abadred to scale at their outer ends or re anent d by other means. O wAaxwn'pBmY4«q,lgnmalan enOaEAO NOtE50N�NIa PHetlICLYOEO MnExeEFE.VXCE IIOEMFI<l9 m.fet6'AI69ER1FEY9E �� 4waYd la une wtlY Wm Mllekwauvxkxi eKJemq�YlxgewYYulvn gxwnaleo Lwun m�Yloi aMMTq pptgwrywv'anl.mi bl4g Mtlpn. asaigavYolp uYldtitveMyllw ta%YkQlty ol�Y9n gaanelemaW gWalyhcapuolelNtQffiy�lnloll¢ovadl YNgolhWvax4ll�mxwDaldM ciwtl mem[a wYY.PA]4a✓J 1anFwayad PommlmlbxYp Mire k' Ydway[1epletl Makdllyadlo gevenl coloV wIlhW�eR Wthayaaipcpeny<Wruta. ra�larUgY[Mr �epatllg lYe YwagerlYMaYtrom prM ap ensue 01118 N. gln®>yfe31 reeAXL/IPII OAMIC q.aNJaaN EC01 WIWpC01nWYMY le0 FL led a. tdMyNm1M1a1 wtlLLH hen lnvflala lluMNe.R1a N. Street 911e]IR.WeimtAN.VFY131<. ie�rye.FL 3]elO Job Truss Tea TYPe ON ply AnalB16B09 10628TO FTM FLOOR 1 1 Job 6MITav gallon.n BulNltlp Ganpolwm Srgply, Jazkaomnik,FI32256 8.010 aP3BUB Apr202y1 A-ek IMMbiss, ouEunAug0100:32:5520w Page ID:bJOG2pINP3BUB_]IOVMeVycEd-21PBOryGDKac6ouEU011pgTtlNwD1eTARXw_JrysGls 411-12 &1b 119 18 8 60 S88 411-02 41-12 2Nl wab 1284 2M 1 3A a6= and 144 3 4 5 6 It 10 a .10 2N 6r8= 14= 2N II 411-1R &1A 1194 1F99 411-12 41-12 200 SP0 Plate Offsets lXY}- 0:0.2-00-2-01 lk0.3B 62-01 Lo,il(psf) - SPACING 2-pp Mi. DER. In (fw) Mail W PLATES GRIP MIT 49.0 Plate Qdp DOL 1.00 TC 0.81 Ved(LL) -0.16 9-10 >999 360 MTW 244]180 TCDL100 Lumber DOL 1.OD BC O.flS VeN(TL) -0.24 9-10 >532 240 DC, 00 Rep Stmss Ina YES WE QB] Horz(11) 0.02 ] Na Ne BCDL 5.0 Code FBC2014/TP12007 MaldxiAS Wel BE to FT-20% LUMBER- BRACING TOP CHORD 2WSPNo.2 TOPCHORD Slruqund wood sheets,directly aMllod or 2810 oc purlins, BOT CHORD 2X4 SP N0.2 excapl and salloals, WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1000 oc bmGng. REACTIONS. (1b/size) n=808�Mechankal,]=BDBI088 FORCES. (Ib)-Max.ComplMaXTen.-Alllomes250(lb)orlessexceptwhanshovm. TOPCHORD i-11=BBON,1-2=-1580.N,2 -1]]]ro,3d=1TI]ro,4E=-f]]]ro,B-]=881/0 BOTCHORD 310.-0/1623,8-9-_N1777 WEBS 1-10.-0/1864,2-t0=410/0,2-9-tat/455,4-8=544/0,&8=41820 NOTES- I)Unbalencatl floor Ilve loads have been wnsidere l foriNs design. 2)The Fabrication Tolaancs N Joint 5=20% 3)Refer to girder(s)for truss to fess connections. 4) Revammend 2x6 stmngbadcs,on edge,spaced at 1Otr0 oc and fastened to each Imes with 3100(0.131 X 3')nalls. Saongbado,to be adached to walls at th&r outer ends or Pastorals by olber means. �WABNMp V ry p P m,�yn h M oM Mry ry : IAN k t h r Llhh c4Nth P wrJll r„�w a . r: r �. . MiTeK kawaw� y+ ar t >„y al �r t ay wml +e1. ryn w�mm�+ew r a r i me WLto bn t ao ct on t t. AN—s.GWII'lGill �w.eSi-a9aM BGSI BUNENg Gomparonl 0<P R. Eeu6Nd. Nbh nbr Ak Me hxnl MLISII1We 21tlNL .61 ..69]te 01R.N. m'Jha.VA 22JI,. Ta1pa.FL 3Y10 Job Toa Toss Type Ory Ply MaeWia 9188013 1062BTO GEB01 FLOOR 1 1 _ Job Refelerce lop4one11 Budd"Cono,soment Supply, Jack9om]gte,FI 32256 8.010 s Apr 202016 MITek Industries,so. Mon Aug 0108:32:562016 Page1 IDTy0eLaaEQmN3R7EObIVRp71 NZI-XS7WOBn1_dwTkyMRNa FanikMKR lc"Cy] AAi 8-0Ip Pl-0 10Ba 151-] 1}l-] 1531 1]+18 0}a 3]a z-0-] s.lwm 1 1a-0 coo 1-loo Lalo znnz o.l�oa 3u1e-13J.0 20111 .10= IMO= 0110= bA 11 4Mo= 1kdo- 2 3 4 5 6 > 13 12 11 10 9 Sat Al2= 2W 11 M4MT2N13= 2411 5.12= 201= za] AM 1 I+s til.] 11HU I tall 2 iz oRx 03] PMte QI M IXY)a]N'o&802-01 I ' -5-00.LB1 P0680-2-01 LOADING(pep SPACING 28O CSI. DEFL In Qac) VtleQ tM PLATES GRIP TOLL 54.0 Plate Grp DOL 1.80 TC 0.35 Ved(LL) -0.20 11 >999 380 MF20 24akOW TCDL 5.0 Lumber DOL 1.80 SC 0.71 VeMTL) -0.53 11 x909 240 Nnt 187/143 BOLL 0.0 Rap Stress Incr NO WB 095 Hour(TL) 0.11 8 We We BCDL 5.0 Code FBC2014RPI2007 Miran S Weight:IN lb FT=20% LUMBER- BRACING. TOP CHORD WSPNo.2 TOPCHORD Strum l wood shnd"ngdrecdyeppgedor2-8.12 os polos, BOT CHORD HM SP NO.1 except and M.N.vB WEBS 2x4 SP NOS BOTCHORD Rlgid caning dlredly applied or 10-0-0Bc bracing. REACTIONS, QMled 14=1888/038,8=168810-3-8 FORCES. (Ib) Max.Comp.RAax Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 1-14=IUM.1-2=292500,23-292510,34=-6384/0,4-5=6389x0,58-29250,67=-29290,7�-162810 BOT CHORD 12-1393043,11-1 2 504$10-112]6043,9-10=015043 WEBS 7-9- 181,1-1 3=013181,2 1 3=369t).5-9=-2 3 8910,3-13=-23690,5-11-60201 MO.3-11-60&1500,L11=-132]10, 6.9-369b NOTES 1)Dead loads shown include Yreghtof truss. Top choud dead load of 5.0 psf(or less)k not adequate far ashbgle rant Arch3ed to vedty adequacyof top chord dead load. 2)AH plates ere MT20 plates unless omemise Indicated. 3)Bearing at,inds)14,8 considers pamlist to groin mum Icing ANSIRPI 1 argue to grain formula. Building designer shook!vadfy capacityoibearingeudace. 4)toad cases)t,2 freemave been modified.Building designer most revlew hard$to vanity that they are cared for the intended use of this trues. 5)Recommmtl 2x8 stmogbacue,on edge,opacetl at 1880 Oc and fastened to each toss afth Xl Out(0.131'X 3')halls. "nongbacks to IN attached to walls at their outer ends or restrained by omer marina. e)Hangers)or other connection dewce(s)shall be provlded sufficient to support concentrated assim)10N Ib down at 9-1-8 on top curd,and 103810 up at 9-13 m bosom chord. The deslg"electian W such connecgm device(s)is the resp mlMtityof othem. 7)In Ne LOAD CASE(S)secboo,loads appled to the face of the Irma Moe noted as front(F)or bad(B). LOAD CASE(S) 1)Deed+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.80 Uniform Loads(pup Vert:8-1 m10,17=-ne Concentrated Loads(Ib) Ver:4=-1036(F) 2)Dead:Lumber limreessl.BQ Plate IMmase=l.6O UGfoen Loatle(pit) Ven:B-14=-10,1-]-118 Concentrated Loads Qb) Ven:11=10M(F) �WIIINNOVneyaupnpxaxwnen uM aEIBNB]ES ON]M6PNO XIeLUOEB MPE2 FEFEa1NCE PA4ELH]O3ne Ia9YNIEBEFUME USE L§Wjntmo 1. ur¢oNV wm Lb,dand"miam, Mxel Nsmou"o"M>y-IWou'ro om" aW anamxl9NAM tWtleyni I'm 1 Mmol nbade' .Palae u®.11¢bWIM1U6Wl,w lrvlvi valh ll¢q�nlM.taMWUaIrT Wlmwlmaq PWnnYV�=uMaW Mwdaadn Mo nnovtxWl MiTekek aen0aea1B1. NwwnxaaealBwe•anlwubaxamaamV.malerolmolamarm.aor+r almw.xlelePoraYabo.rn�wrllnwiln MiTek 6a.w+ �Wdro1•ezlMaloroPlererncala«e con w•uevam�ee rVEvamwBeWlvmli�N.rot nell.al azmeWwa'a tre soa sanes ltlxMnYn MUWn.�MNY.xecblad Macl1go11nNt WIMS Wwa�B 18B1xN/IPIICWIy CMxkr.MLS90M eeSI OuVIYCariVerlrtA 9aax lMomlmloe awNmaaom lnmRWandmra,2lax.IBB SIreal a4W ii2A».Badm vAzvta. a�. ixlo Job Trim Twas Type Oy Ply Anastasia B16B 18 10828T0 14101 JazkApen 1 I Job 6WTe (apSOMd BaMilg Campolwn[SupplY. Jacko.W.Fl32258 8.011)s Apr 20201l8 MlTeklnawtrles,Ire. Mon AUBOi 08:32:582018 Paget 16WGG2,WN BUB_TIDVMIIVyw&I-x8zWb8Tx EW1kyTORNnx,MJkIS¢EEKIBKIOy6Glr 1-11-13 3 2 Sb u -1.12.6 1BS 1 q Ll I� gra II 1 7 ` 4 3 9u1 II 1.11.13 1-nc LOADING(ps/) SPACING- 2-00 C61. DEFL In (loo) Weft LPo PLATES GNIP TCLL 200 Pl.=DOL 1.25 TC 0.09 Ves(LL) 0.00 4 x999 240 MIT-20 24d/190 TCDL 10.0 Umber DOL 1.25 BC O.OB Wd,L) -0.00 34 >99B 180 BOLL 0.0 ' Bap 96asm Nor yES WB 0.00 Hant(TL) -0.01 2 Na Na BCDL 100 Cope FBC20VTTPhd W Math-MS Weight Tib FT=20% LUMBER SPACING TOP CHORD 2x4 SP No.2 TOPCHORD Stludund wand shealMng directly applied or 1-11-13 oc puplre, BOT CHORD 2x4 SP No.2except anal verticals. WEBS 2x4SP No.3 BOTCHORD Rigid calling directly aPpliel or 1 o owing. REACTIONS. (Ibfsize) 4=73/0-43,2=52YAecharncal,3=21IMeGranlral Mex Hors 4=41(LG 12) Max Uplift 4=-11(LC 8),2=-28(LC 12),3=-18(LC 12) Max Drop 4=M(LC 1),2=52(LC 1),3=35(LC 3) FORCES. (Ib)-Max Gomp.IMax.Ten. All forces 250 Qb)or less except poen shown. NOTES 1)Wind:ASCE 710;VUlt=lWmpo(3-second gust)Vesd=101mph;TGOL-BOpst BCD1=60pet =25d;B-tS(t L=2411:¢ave-411;Cat. II;Exp B;End.,GCpi=0.18;MW FRS(diwdbnel)and C-C Come03)zone;and vesical left exposed;porch led and right expoeed;G-G for mannbere and forces 8 MFRS for mailons shown;wmbsr DOIa1.80 plate grip 0O1=1.80 21 This truss has been designee for a 10.0 pat bottom chord live load na noncurrent man any other live too&. 3)-The truss hem been designee lora live load of 21).0,4 on the bottom chord In all areem where a ra talple"E %it by 2-0 0 wide We fit beNwen the hodoln chard aria any oiler mamba a. 4)Belot to glNer(s)Ian VuMt to wars connections. 5)Provide mechanical connection(by ofhew)of cods to oeeir,plate caped.of erthstand,11 Ib uplift at joint 4,28 to Iplld al Joint 2 and 18 In uplift at hart 3. Q WAWNWa vxlye..pny.,.m.1..,,,reaua-'ap ox mnAxo wcluoep rwtheoe '""')an,...+ouvm+s¢.wane van IMe. nsskln Wkllu un oNY M�MIohtr➢cwnnclai.IM @rlprEMaMaNYMcrx MmawlemMximeklorm YgMtlud dldpcwnporenl.ml H aouxYabm Polam ux dWlryeetlyrtn nnN ve Nl1¢IXGkaCllN oltlmbn+4'�aelersadgWerN9morF`+cxe Mkticbn Moll'a nvadl dry d�+lax. anaroi.rrmeealol�errr neulrre olnawxa lm®wwawordKKemwneaxmr.rnawr.x lwawwmel>aaawwrrlamrra e1e a Wvgxrep4ee MyldipywlWqeVenicdleT/ewllx PxYMeµdlrrNyagggxerlY�xnrBe. fa Porradgltlarce re'JacYp IM KkMbxtlpx2'r,edNay.ere[: acxgdInraasaMMnryilenu weAXL/lall OYIN CrI1Ma.DN-09aq aCN WIIIp CwnPonxrl al Al anal. 9awlr IrMnMM1m a��1a herr.Bim 4Mnove e fm9ade.218 N.Lee Sreei,9JIe 312 PleaorSh VA2231 G. Job Toes Twee Type Ory PMAreaM1sle Tel6egzg t0820T0 HJ02 Jack-Coen 1 1 Job 16 ilea(oustarsl 9ulldilp Componeno Supply, Jecbonvllla,FI32b8 0.010 s AV 20 VMOV"16 MRex IrdGn li Irc. ?MonM Aug 0108:32:57Uu 18 Page 1 10:bJOG2yx1VP3BUB_]IOVMeVywExl-?OXuoWZWIGQKM62c?4MBVSZRBmoIIGUTurPSNayKsjq 2-11-7 2 4) SCYIe-U4o es 12 2 214 II 1 4 d 214 11 . a.] �n"3 ?415 IAADING(pat) SPACING- 2-0-0 CSI. DEAL In Qac) IMafl Lfd PLATES GRIP TCLL 20.0 Mate Asia DOL 1.25 TC 0.10 VOd(a) 0.01 " 1990 240 MT20 244!1&1 TOOL 10.0 Wmber DOL 1.25 BC 0.14 Ved(TL) -0.01 3d >999 100 BCLL 0.0 ' Rep Shares Inor YES WE 0.00 Horz(TL) -0.01 2 No Na BCDL 10.0 Cade FBC2014r PIZ00] Mridx-MS Welghb 9 t FT=20% LUMBER- BRACINO- TOP CHORD 2t4 SP No.2 TOP CHORD Structural wwd sheethi directly spoiled or 2-0-7 oc W of... BOT CHORD 2W SP No.2 exceptondwrtoals. WEBS 2x4 SP No.3 BOTCHORD Rigid oaAing dlaxny spoiled or 1 ox forcing. REACTIONS Oblaize) a=100N 415,2=]1lM.hanlw1,3=29/Medtadcal MBX Horz 4=49(LC 12) All Uplift b-t6(LC 12),2-35(LC 12).3=-21(LC 12) Mex G.4=100(LC 1),2=)1(LC 1),3�B(LC 3) FORCE& Qb)-Max.GomplMax.Ten.-All tomes 250 Ob)orless excehassubshm9n. NOTES 1)Wi W:ASCE]-10;Vdt-1 U ph(3-second gust)Vasd=101mph;TCDL=SOAoi;BCDLdbpsf;h=25ft;BA5ft;b24ft;eayeAft;Oat. ll;Exp B;Encl.,GCpi=0.18;MFRS(direction)and C-C ComerC)zone:cantilever left exposed;and Var11W left exposed;posh left and right exposed;G-O for members and forces&MFRS for reactions 3hmm;Lumbar DOL-1.60 plata grip DOL=1 60 2)This them hiss been designed for a 10.0 psf bottom chord IWe load nonburx:urrent with any other Ilve loads. 3)-This Wee has been designed tar a Ilse load of 20.0psf on the Wftw chord In all areas wfiere r rectangle 35-0 tell by 2-0-0 Mde w91 fit fezaeen Me bottwn chard and any other members. 4)Rel.to godel tar tmss to Mail cannecikna 5)Protide meahBrllcar mrmedion(by others)of owes to bearing plate ,abase d withstanding 16 to uplift atIdor 4,35 th uplift at joint 2 and 21 Ib uplN at joint 3. bodies Me-Wney0u9n�rsuob Foo,ff E OX)IM '1IN a I6BEFOPE VSE Da0p1aW]MveaYyxM MTeAAcdY.ecrda lY[JSJ(Tk W.a � whg wmWlenlrol u11161MMII.BSIde ue.11a 11L1' 9aNa✓ilmulven1Y1M 4P+G II 4 kCmsnYlb Re overtYl Aorrde4vl.aacYwY�alaaslolae�elnulatYieavarv« 1 I r .x I.�wlw�doaaa�alnl.�Y�9 ek' k Wunce, bl"b"you oNeVe olW rMp. l.lrN.nh .A.So09tlN9userymo..e0a lel fdplKe eeW O�W EM BM. klxbdba Ndone, raobf. ae a— ba'Ypofor W1Nisi..112, 1/RII OwlGry Ek1eXa.05899aM BC51 eulWyGwnyMli 9pINy INnmaXm avtll4Me YCT Inm Nine MIM&RIB N.lee SIIee1.5Wle JI2 PMauxllMi VA'Y131 Tenpe,FL 9Y10 lIM6 165 YPa MaWw 741 fE021 nbsmrrO Por PKMSY�LK Job Reference I.o091 eullGrq GorteCMA 31gN/.Ja[bcmMY.FI3fPY a010a Mar5Y016..... IN IItlu9hu Me lMm�wg O�t 11'1415 A16 Papa ID:bJOG2yxTVP9BUB_71(WeVywEA-7Awaks4bgan YUIRoKEJW WJg[IIu3l JJ2RmIMV%ysFa g.y3 1287 -- 643 Edi Scale 1203 46 II 4 ]O 12 3 IS u 6 8 13 7 1 )o d d / 12 11 10 9 6 SV5O 12.7 1247 R Offen I(,Y)- 11'03 Ed0a1 f5:P40 O091 Ig'aaD Do-0I I)'0-2-12 Etl el LOADING(pn) SPACING 2-00 CSL DER, in (loo) heat Ud PLATES GRIP TCLL 20.0 Plne Grip DOL 1.25 TC 0.05 Vall(mLL) Na - No 999 w20 24VIW TCDL 10.0 Lumber DOL 1.25 BC 0.04 VoMTL) Na - No 999 BCLL 0.0 ' He, Strew Mcr YES WB 0.03 H.(TL) 0.00 7 We we BCDL 10.0 Code FBC2014?P12007 Wt xS Weight:4.6 to FT=20% LUMBER- - - BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Stmotured vmod stabbing directly applied!or 6-0 oc Fugue. BOTCHORD 2x4 SP No.2BOTCHORD Rigid ceitilq diractly applied or l 00-0w bracing. WEBS 2x4 SP No.3 NMTek of Mend Met Stablllot.an required Lmas bradng OTHERS 24 SP N0.3 be Installed during Truss erection,In M.with StaNII2er hill mion dust,. REACTIONS. All beaings 1040-0. (Ib)- Max Hort 1=57(1010) Max Upllfl All uplift 10016 or less djOirre)1,7,12,11,9,S Max Gres Allem lons250 MorlessalIdnt(s)1,7,10,12,11,9,8 FORCES. gb)-Max.ComRJMax.Ten.-Allforc5250(Ib)orlessexwptwUenshoWn. NOTES 1)UMnanced not live toatls have bean caramered for this design. 2)Wind:ASCE 7-10;VUIt=1 Wroph(3-sewn gusU Vaal=l of mph;TCDL=5.0pf;BCDL=5.Opaf;t=258;BASS;L24h,save=41t Cal. II;Ely B;End..GCpi=0.18;MFRS(directlonah and GC Exte tor(2)1-5-11 to 45-11.Intedon(1)4-5-111064-3,Eneri0r(2)44-310 04-3 wne;C-C for members and forces 8 MFRS for sectors;shaven;Lumbar DOL=1.60 plate grip DOL=1.60 3)Ali inner ere 2x4 NUN)unless pression,inlcated. 4)Gable requires cdntlnuous bottom chord benMg. 5)This tors has been designed for a 10.0 psf bodom count live Ion nnrr rcunent Win any other live loads. 6)'The toss has been designed for a live load of 20.Opsf on the botlom chord in all areas vitme,a rectab to 350 tal by 2-0-0 While Aft fit between Me bonen cbont an any other members. 7)Provide medlenlcal oorsevolon(by others)of foes to bearing plate capable of wOstanding 1W Ib uplift at)oings)1,7,12,11,9,S 8)See Standard Industry Pgg}bwk Them Connedn0n Detail for Counwtlon to base truss as applkable,or wneult qunRed Wilding dedgner. LOAD CASE(S) Standard Y WIPNWG-VNUy 4a4pnperawrm mC READNOTEr ON TNS AND,7LUMU MIIEN NEFesI,CE PGG EMMJ4Arev.re0YID159EFGnE U6E Cetl,T utMkf lw uu oriY Nm MIaMPFcam,eclas.Ms�]elgrKhlRltlgeYe{Aa Wamelenslnwn.ontl rslw aJMNMwI daWgccnryn,enl.wl o11rda n, �Iwnrm II,e GarHrptlaap'er oral walY the c[{AkMJ11y u10eY{T Vam,elrlS UrYl goPerlV hcwnwrone Mk tlefrin MolMovadl !MAUre aaskin. R..:ry iaaemedalo aelenl aM:NrenIY.aWaa lmwwenaral�N olaNtl meN,eW:aray.wuena.x lNnwrwmdpambwm a�Hre �(• pxMnNn ilorafFM.MIMarYIknaW MorJW 1N, rnurnufta Rum aaMN1VMl G1dMCA1Nb.D19AaM K91 WIIIIOCerlrNlurll 6WPen EWM4. MYI rrnaMm ays.hwn Ina Pale-11,-1 , N Leet smo tug Neza'Oh VPT1311 Terepa.FL seem JOU Truce T1u%TYW Oty PIY Anastasia 8160022 f 0828T0 P02 PlggyDack 8 1 Job 16MIRefisrce 'aro! BnMirg Compaam8upply, Jeda:wN01e,-1 Mira 6.OtOeB-MVM0f8MITeTa mo. Gd Aug O1Oe32:5820VMAPG1 ID:WOO2yxNP3BUB ]IOVMeV12a7 4fKK_BWFgBxGJpZnp215eIDT148_cNeMpGlp 043 6<3 2 3 643 8<3 6,y= and.ITd' 4 7 00 12 12 20 It62x4 II 3 8 2 T o 1 [� a 1- 6 E 3"' 2a4 tl ex4 II ?C II 12 7 1287 LOADING(kqi) SPACING- 2-00 CSI. DEFL. in floc) UOell Ud PLATO GRIP TCLL 20.0 Plate Chip OOL 1.25 TO D.17 Vrli -0.W 6 Nn 120 Ali 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vagi -000 7 M 120 Bi 0.0 ' Rep Stress klcr YES WB 0.05 Hohd TL) 0.00 8 we rA BCDL 10.0 Cade FBC2014/IPM007 Maddi Wi 45 lb FT=2090 LUMBER- BRA MW TOPCHORIO 2x4 SP N0.2 TOPCHORD Structure!amod sheathing shortly applied or 8-0-0¢purlins. BOT CHORD Ibr4 SP No.2 00TCHORD Rigid cd8ng directly app0eal or 10-00 oc bradrg. OTHERS &4SPNO.3 REACTIONS. Allbeegngst162. (!b)- Mea Hort T-70(LO 10) MorUplift All uplift 100b orless mortis)2,8,10,8 Mex Grey All ra OIWS 250Ib or Nes el loint(s(2,a 9xe t 9=277(LC 1),10288(LC 21),8288(LC 22) FORCES. (!b)-Mev.Comp R4ay.Ten. All forces 250(b)or lees except e, en shown. NOTES- 1)Unbalanced roof live loads have been combated for this Gi 2)Wind:ASCE 7-10;Vult=130mph(3.secmd gua9 Vasil=101mph;TCDL-3.OpeC BCDL=5.01wb R251t;B-,S t;1=24X;eeveAft;Gal. 11;Eg1 B;End.,GCpl=0.18;MFRS(dbectionag and C-C Exterbr(2)0-3-11 to 3811,Intedor(1(3311 to 64-3,ExteWht!)"3 to 043 m I%C-C lot members and tomes S MFRS for tesdbns shown;Lumber DOL-1.60 plate pep DOL=1.80 3)Gable requires continuous bottom chard beedg. 4)This times has been deigned for a 100 that bo80en chord live bad noneoncurrent with arty ogler Inde Ioefts. 5)-This ruse has heart designed for a live load of 20.Opel on me union chord In all areas wtlere a rectangle 30-0 tell by2-00 Mde IN fit between me bottom chord and airy other members. 6)Provide mechanical connection(by others)of twas to bearing plate earth Of withstand n,10016 uplift at Idnt(s)2,d 10,8, 7)See Standard Industry Piggyback Tess Connedlon Detail for Connection to base truss as applicable,or consult gtalllled building didgner. 0 WAAxe�B-red, .g.w,,,,.r.,..neauoxorse ox rna axo Mctup6p rmaxeereaalvice vacerm7an,...movrofsesroxeuse Idl' D®Ilarereee rorwe enrmm allcim'emr,a'1en.IMnn.knelx.ve]w+v cwt r..<.�elm.runt.�.La Iw.,,raxwwa a4e1=�elxapm.rot 1 awbm.Belueue,ir¢WCa3�q rs mlAl ve�IN ll'e[gYCWINoIaeJyn(vanelenaW goPedY Fcarwrole R,bde�n MotMoumdl aadmeno minna I>a ».Yiot�P rVWm-1, 9—elrerd 'urv—ant"'-M WOW ldrtolM or-da,tla 1,ereclbnwJ dOCYpor Mrmiatl Mm std—P4WB/IPII quarry Crehan,Ue .mW ]foal WW1 Cmoieed rv04 Pena EM Bled,see,Informal rn'et21e from Trus;Pau FYP0e.2m N.Lee seed,effe 312 Oki VA n3e. re— 11—10 Job Truss TF TYpe Oh PN Anastasia T916B023 10620T0 PW Plagybxk 5 1 is job Rate- Wilding Component Supply, haksonorlb,H 32256 B.Ot0a Apr 202016 MITek Industries,Ina, Mon Aug 0100:32:502016 Pagel ID:WQG2yxTVP3BUB_]10VMeVy EN-o W?mHY12WB?7VMaWenu?Rypb&nUuMys jo i]S 11 Z7 i]3 1 S]3 65 n Scale.1212 3 ]e] 12 B B 0 4 5 �$ d 1� b �= B a ,I 2 - n-2-] 11-2.] IAAdNG 5.0000 psi) BPACNE4- 2-0-0 C&. DEFL In Qac) VdBlI Vd PLATES IiBIP TCLL 2D.0 PIeM Grip DOL 1.25 TC 0.20 VM(LL) 0.01 5 Nr 120 -20 244190 TCDL 10.0 Wmber DOL 1.25 0C 0.22 VM(R) 0.02 5 rvt 120 BCU_ 0.0 ' Rep SVeas dcr YES WB 0.08 Horz(TL) 0.00 4 Na We BCDL 10.0 Code FBC2014?PpW] MetXx-0 Weight d7 to FT=20% LUMBER- BRACINi TOPCHORD gals SP No.2 TOPCHORD Structural vmed sheaRyng charily oppoetl or 60.O m broths. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applled or 140-0mc forcing. OTHERS 2x4 SP No.3 REACTIONS. (I651ze) 2114&6-2,4::Ql 40-2.6= 98A?42 Mex Horz 2=A2(LC 10) Max Uplift 2=12(LC 12),4=-52(LC 12),6=15(LC 12) Max G.2=214(LC 21),4=214(LC 22),6%(LC 1) FORCES. fib)-Max.CompyMax.Ten.-All forces 250(Ib)or less except wren shown. WEBS 38=25287 NOTES 1)Unashamed roof live lose have been considered for hos design. 2)WIN:ASCE]-1 P,VUIL-f 30mp0(&second gust)Vasd=101mph;TCDLd.Opah BCDLS.OFof;h=25Q;B-I5f1;1- 411;eavedfl;Cat 11;Ely B;EOG.,GCPF0.10;MFRS(OlmdloneQ and GC Fs%rsW2)0.3-11 to 33-11,Intedori 33-11 to 5-7-3,Exoeoor(2)ST-3 to B-7-3 zone:C-C for members and tomes 8 MFRS for resdbns sheen;Lumber DOL-1.60 plate grip DOL=1.60 3)Gable families comlhuous Whom cfloN bearing. 4)This Vuss has been designed for a 10.0 psf Whom chord No bad nonconcumenl Who any other Iona mass, 5)'This muss has been designetl for a live load M 20.Opal on the Whom clwN In all areas amend A rectangle 3-6-01x11 by 2-0-0 wide Will 0t between the bo0shn chON and any other members. 6)Plovlde mechanical connection(by others)of truss to bearing Plate capable of WORshndOg IW lb upllh at joint(s)2,4,& 7)See Stardom industry Piggyback Two Cornedlon Court for Connection to base Was as applicable,or consult qualified Wilding designs. WIPNWaVatllyExpnpnm=oi, nIaUesO]E9 PV 11MIHO NCLVGEO.WnENFEEEXx NCEVJOEMN-)OIm 1.1n 6..all. ===40. 404 mess nrvckxcan W s WedaYYI.1 dWwneters.ors . mIonm MMdid MY,Mq cpnryeepl.ml nor Ilm Mlam.telae ue.tte dtlrlp cN9W¢I muslve'IIyIM e4yIkK11ry oldWan p'aaneien m]go[elly Malwlate Inbtl�nNb Mq ovgep E R+/aM1lepnm slXv m,., opevenl ccaii,.wlln o. pem-1aaabq�lssaft, . , Ow ends wa,c ereeaml b6Mn0 aysdlwi.it gadalce IdNal9 Ma oagn.tlMlvmy.erecamm]lxac6g o,In�iaN M1ury[Iemi maxNfVIPItGMIh GItxM.Ma-NCM aC91WWInPCaMonant wPoN ESIBaN Eddy IMpmpXpn wWMe M1an Ilam Rule N[IMAe.119 N.Lee SRae1.911¢JIR.NeauMbVRYlJIJ. Teiry,FL Y1610 Jab Trim Tres Type Ory Ply Arosbsia 9180024 1082aT0 Po3A PIGGYBACK 1 3 Job Relererca o fiord I BaMmg CdnponeM Supply, Jackaomsgre,FI32256SOt0s Apr 202018 MiTekllMudbids,ire. Mon Aug O108?t592016 Paga1 ID:EJOG2yxNP3BUB_]X1VMeVyxB1127 ClmHY12bOBiNOtleWeggRlHpbImLBUC81ysGp 5.]3 11.29 S]J S]d foal 44 II 3 ]W 12 6 e a 1 2 6 �� D a ° 9[6 2N 11-24 11-2-] Rate Offsets MYH f 04100.001 LOADING(pall SPACING} 200 CSL DEFL In 0.) IMMI w PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TG 0.09 Ved(LL) 0.00 5 Nr 120 W20 244180 TCDL 10.0 Wmber DOL 1.25 BC 0.07 Varl 0.01 5 M 120 BULL 0.0 ' Rep Strada Incr YES AS 0.02 klondTL) 0.00 4 Ne We SCOL 10.0 Cotte FBC2014rP12007 Metrix-S WegM:1111E FT=20% LUL1BEFH BRACING- TOP CHORD 2,4 SP W.2 TOP CHORD Structural watt sheeWrg chiral applied or 600 as,putllns. BOT CHORD 914 SP W.2 BOT CHORD %gN doing directly applied or 1000 oc bredng. OTHERS 2x4 SP No.3 REACTIONS. (IWslxe) 2=21488-2,4=21488-2,6=396962 Max Rom 2=82(LC 10) Max Uplift 2=-52(LC 12),4-52(LG 12),6=-15(LC 12) Max Grav 2=214(LC 21),4=214(LG 22),6=388(-C 1) FORCES. (Ib)-Max.Comp.IMan.Ten.-AIIfolces250(IU)oriessaxcepiw0enshown. WEBS 38=-252x8) NOTES 1)3plytrvstobecorxrecledtogMherWth10d(0.131-I )redsazidlowe: Tap chords connected as idiom 2x4 1 raw at 0 9 00c. Bollom chords connected as follove:2x4 1 row at 0.90 qc. 2)All lased are con3Meretl equally applied to all plies,except If noted!W front(F)or back(B)face In the LOAD CASE(S)secllon.Ply to ply connedore have been pmvided to dlstrlbule only loads noted as(F)or(B),unarm,othersese Indicated. 3)Urbalenced mol live bells have bean considered for this design. 4)Wind:ASCE]-10,Vult=130mph(3-second gust)Vasd=101mphc TCDL=S.Opeh,BCD L- .0pep h45K;B-15ft;L-2411;eave-t%Cet. II;Exp B;Encl..GCpl=0.18;MFRS(directional)and C-C Exledor(2)63-11 to 33-11,InterbRf)3-3-11 to 5 7 3,EMa0or(21 5-7-3 to 8-]-3 zone;C-C for members add forces&MFRS for reactions shown;Lumber DO1_1.60 plate grip DOL=1.80 5)Gable requires continuous boftom chard bearing. 6)Ttys truss has been designed for a 100 psi bottom chord Inde batt roncomuneM with any other live loads. T)-This truss has been real fora live iced of 20.0ps1 on Ne boftdn chord In all areas where a rectangle 368 tall by 2-"Wild Wit fit beNreer the bottom chord and any other members. 8)Provide mechanical connacgo t(by other)at MIND to bear,plate capable of wllhstarMlrg 10011,uplift at Iolnl(s)2,4.8. 9)See Standard Industry Piggyback Tess Connection Detail for Connection 10 base Wes as appllcable,or consult qualgled building designer. ,&WAANWa ywUj osese. amt--6 Need-TAA 0.VTHe AND-LUDED NrtEx REFEAANce PdaENM]iA m.IDtlY10159EFOXE USE Cetlpn ver Nx use oNY`�,GS aNuldrod espose vN dW{neopprs"A y-1 dnaamol—NwnaMkform MIMWd ."ecanGn,cnl,rot aIIImDc6a Resedawe,IMGl9rg usevemmWvelllyll¢cgMkW IYs+Itl�ylrxxmle..PlM,aNbcolPuale IKtl,or, Meof w4maR. aaagkx�meaerol:+awenll nreolta.lale ll�wmawolcrola m...�aa NNr.oeaxolln la.�l>°Iw�dl>Dm�wnlumP MRek' tdll'VM1IBVFIeD blelMrYVAbpaceni ccd4Pa xlmP�aGala✓A6wxYWpI.LaIYOantge.rw salad PNavca legNOIV X'e of PelbBM. kdl loosentleouse NreclknmldOcMdlmvamlMO Mlali teeAHL/Rlt VA MClllwp.pNd9 uq aCLduGliq<CIIINanll tallly Idonmllgl a�tllie M1Mn IneilMe MMe.214 N.lee Sl1w1.9Jle]IR.NNu✓IY.VPS 31 L. Telrys.FL Jcb Tnd T.Type Ory Ply Anastacia N160025 10628TO PO4 Piggyback 1 1 Job Releewce o tonal BUMir9 Component 6upply, JaclwonvllN.FI 32256 3.ataeApl2eVyl AITexltpusmea,I ZmBnwgutuB:m:w auto repel ID:AIOG2yxNP3BUB_]NVMeVyxEd-PtC1RY0P2sOVD2mBpLYCTjB epgV'zavepol_Bys(Sn L.oa 72-7 W- 0 7 4oa a2-7 4 0 Scal..119.0 ass- van sea- 3 4 5 0 Tao FI2 a e 2 I c 1S 8 v4 11$] n-z 7 Pk oneem(XY>- 130-3 2115'03-00.1-121 LOApNG(psi) SPACINIi 29-0 CM. DEFL In (loo) Weft IW PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.15 Ved(lL) 0.01 7 Nr 120 AfT20 244/19D TCDL 10.0 Lumber DOL 1.25 BC 0.23 Ved(TL) 0.01 7 BY 120 BOLL 0.0 ' Rep Stress Mar YES we 0.02 WM(TL) 0.00 6 We lila BGDL 10.0 GOde REC. Maix$ Welghb 35 lb FT=20% LUMBER BRAIlf TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheatNng directly applied or I w pudina. ROT CHORD 2x4 SP No.2 BOT CHORD Rigid With,dtreclly applied or 10.0-00 bracing. WEBS 2x4 SP No.3 REACTIONS. (lbasize) 2--28899-2,lf=288662,8=2501862 Mex Horz 2-13(LC 10) Mer UPIIR 2690-0 12).6=99(LC 12),8=3(11_0 9) Max Gov 2=288(LC 1),6- 8M(LC 1),8=284(-C 3) FORCES. (Ib).Max.Comp.Mfax,Ten.-All times 250(Ib)brim except when shown. TOP CHORD 2-3-2971143,59=-2971143 NOTES 1)Unbalanced roof live losss neve been considered for this design. 2)Win:ASCE 7-10;VUIP13Omph(35wond gust)Vasal 01mpN TCDL=5.0psF,SCDL=S.opst;h=25g;B7151t;L=24R;eser l;Cat. IC Esp 8;E.L.00pl=0.18;MFRS(dlredlonM)and C-C Emedor(2)0.311 to 33-11,Interbr(i)33-11 to 49-0,Extmior(2)460 W 7-2-7 zons;C-C for members an farces 8 MFRS for reactions shown;Lumbar DOL 1,60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water boning. 4)Cade requsss continuous bottom chore bearing. 5)The buss has been designetl for a 10.0 par boXom Chord live load wnwnwnent with arty other Ilve loads. 6)-This floss has been designed fora live load of 20.0ps1 on me bottom lard In all areas whom a rectangle 36-0 fall by 2-09 Able will fit between the poem chord ant any other members. 7)Provido mechanical come alon(by others)of truss to been,plate capaNe of withstands,1001b/pith st tont(.)2,6.8. 8)See Standard Inchon,Piggyback Trudi ss Corneon Color for Connection to base truss we applicable,or consult qualpied buldhg designer. Qwawma.was, .pny.••mn•n me au o so.ON rxa lxo xawoeo Nnax aerealllce aaoaw.rsn,...r osevo rose paePr.exrwr a:eom Mm MlekPo cdmecraa rtwdanaaha.aa�r+vw rxr.Mroamaw�.mearo��.�t.nwa.a wwaxroo�m�taal kis m1am.eafore Nw,nw Iwlare aanPwr nrm vwrn Ire uw�mrm of dra4�wrarelw.as ww�ly aw�wrore n'a r»rlw�nro f rw ore�m anrada+w. R«kgmrcmaeefel.*aVenlpl[nkgwxanard mnw�melordxadmerroeaarvv nddllwiwltamoarwwmal�.rrrwwMnarne MiTek' s aevl•RMred Nxaldilma'Aro VevanlcNQee MmlWatla Pdnr•xeA•yOdpgedYdun•ge. kxamertl Pxs�wa lq'pdkp me ^q FL Te eeW P.x.Evr aha. M1Malbr.nampe.tlNhery.aslMnan]IN Lp orinmaaMlMCNbrnt NXwmlWYln CMelb.Watlartl K9111Ygnp CanxwrwM >YrB YdMy IrYwmaXm a�daMe Ycm a�BNe xMwrle.RIB N.Im SBeef.911e]12 Nexada6 Vh'R]IB. JOU Three Trues Type Oty Ply Aboducee 9188028 1082BT0 FOS Piggyback 1 I JOU ld My I" Oaml &iNilg fAllppNM Supply, JecMeomille.FI32256 &01BeAVMkyVy EA-tern(InduIpAYllc. MonipPyOB:33:0ry0INdyl 1 260 &2'D:PIOGZytTVP3BUB ]bVMeVywEd-I9mPeul 1pAYmgjLNEwOS®1ByoNHV13pTNJWEyeOlm 2.00727 1212] -00 SWe.1red 3R= 241 11 M 7DO 12 3 9 4 10 5 ``IIqq e R Iq 1 2 e zx4= zx4 11 era= 11.2-T n-2-T PIMOlse My)-- Ia:030 at-1211s'03O at-121 LOADING(peR SPACING- 200 CSI. DEFL In pec) Well Ud PLATES GRIP TCLL 20.0 Plate Gllp DOL 1.25 TO 0.18 Ved(LL) 0.007 Nr 120 M@0 2441190 TCDL 1 0.0 L.uTnber DOL 1.25 BC 0.22 VeI(TL) Ow7 nor 120 BELL O.ORep Stless Inor VES WB 0.05 HOcdTL) 0.00 6 We We BCDL 10.0 CmM FBC2014 P12007 Mal Weight:3211, 17=2 LUMBER- SRACIll TOPCHORD 2x4SPNo2 TOPCHORD Shlnhlral caved sheathing directly applied or 6-00 oc puri BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling cures"applied or 1066 at braclrg. WEBS 20 SP No.3 REACTIONS. (I1,/sbe) 2--22&962,62WS,6-2,8=37418-2 Max Hort 220(1-C 11) Mex UplIR 2=46(LC 12),6=-06(LC 12),B—66(LC 9) FORCES. (Ib)-Max,Comp.IMax.Ton.-All tortes 250(1b)or lessexcaptMen shown. TOPCHORD 23=2541119,56—2541119 WEBS 48=-262/153 NOTES 1)UMu med roof Ilve loads have been bmwidered futhis design. 2)W111d MME 7-10.Vult=130mph(3-second gust)Vasd=10lmph;TCDL=S.Opsf;BCDL Bpurf.h=25I;3=150;1-241:eeve=1f1;Cat. 11;Exp B;Enct,GCPl-0,18:MFRS(dlrectlonet and C-C Exteriorly)0311 t.6-2-15,inherent)5295 to 9-24,Exhaol(2)9-24 to 10-1612 wn%C-C for members and forms&MW FRS for reactlons shovm;Lumber 001=1.60 plate gtlp DOL=160 3)Prevlde adequate drainage to prevent aster ponding. 4)Settle requires confect bottom clued berm g. 5)Tints house has been designed for a 10.0 par bo0arn chord live bad concernment with any other live fords. 6)'The truss has been designed for a live load of 20 Opsf On the botlan chord in ell areas Mere a mina lgle 380 tall by 280 add Wil fit between the bottom chord and any other members. 7)Previde mechanical connection(by others)OI Muss to baaring plane capable of vatMtallding 10011,updtt at Idnt(s)2,6.8. 8)Sso Standard 1rokorby Piggyback Truss Connection Detail for Connection to base truss as applicable,or consultµlallfled building designer. Q sys. I.Vilrel mkTWNfor—' VWmnMTv.wme .&Th6 dealt,r dawlu%4m,IToo,e,es.N^can.a,amr..v Iva �• nw.wNm enlore iw lmmrsq earbrvx mi.I wnN nw qpb^dryoleb,y,n p.ameleerngF q nv . ma W - CJI a�M��:a]b{ ale ion l grewlm epu-1.1facut neli. blk�nlh�mi4,W+anmY NVWm,^ag f titMxe^,I;nFl eli ✓i Y,.Ji41n n ma,v:IM1I MiTek' ktkmnnn^rAaa,mnre,y.e,edwnumn,ace,eol m,w�..Insister">."Un,occulyes....easom aesl wrmgeolooll.m aew P.m.E.n exa. fdMyIMumotlana#YAe kenil,mflcb kAPae.21841.Lee Saeel.aJMJ12Nexav VA1}dla. ianpe,FL]3610 Job Tess Truss Type Oly Pty I M =a Tg18802] 10626TO T01 Common Support Gable 1 1 Jobrc cree o lionel BuBuilding,ComporreM Bupply, Jacksonville.FI32256 pT202016 8.010s A18 chiral Industries,Inc. AW Man A 0100:33:022018 Paget ID:GIOG2yxNP3BUB ]NVMeVywEd-LLKnsElleTgtlSYxsadyNCBGMICWbymC2]Bs3CyaGjl 9-1 8 Y0 - 91 1Lb8 Bt yy= Yale :a..1 8 7. ] 9 OD 12 10 8 5 11 4 12 a 10 z 4 m 1 fs 31 30 28 20 27 25 25 24 23 22 21 W 18 10 17 16 611 eas 1939 eao Plate oflsNa txv>- nso-3a.o-1-81.rz1:o-36.o4ret.131:daao-lal LOADING (pull SPACING- 2-0-0 CSI. DEFL In (loo) Waft UE PLATES GRIP TCLL 20.0 PINe Grip DOL 1.25 TO 0.05 Ved(LL) Na - Na 999 W20 2"190 TGDL 10.0 Lumber DOL 1.25 BC 0.03 Ved(R) Na - No 999 Bi 0.0 ' Rep Stress Icor YES WB 0.06 Hor2(TLI 0.00 16 No We BCDL 10.0 Code FBC2014TP12007 Mend%-S Weigh:117 It, FT=2036 LUMBER- BRACING TOP CHORD 20 SP Nei TOPCHORD Structural xmd sheathing clooXy applied or 6-0-0oc purlins, BOT CHORD 2x4 SP No.2 wept and veNrals. WEBS 2x4 SP No.3 BOTCHORD Rigid call,direcllyapplied or 10-0-0oc bracing. OTHERS 2x4 SP No.3 REACTIONS. AllbeaMgslB3-0. (ib)- Max Hors 31=105(LG 10) Max UpIIX Alt with lWibormss atjolnl(s)31,iQ 25,26,2],28.29,30,23,22,20,19,18,1] Max Gray Allreadions2WIGorlessaijdnt(s)31,16,24,25,26,2],28,29,30,23,22,20,19,18,1] FORCES, gb)-M .CompJMex Ten.-Alllomes2W(lb)orlessexcept Mienshown. NOTES 1)UM1Nanood roof fiver loads have been considered for this design. 2)Wind:ASCE 7-10;Volt=130mph(3-second graft Vaed=101mph;TGDL-=S.Opei;BCDL=S.Opsf;h=25X;B�51t;L--24X;imee ;Cat. 11;EV B;boor,GCp",18;MWFRS(directiona)add C-C Corni 0-1-12 to 3-1-12,Extern 2)3-112 to 9-1-B,Cormi&1-8 to 12-1.8 zme;C-C for members and fomes 8 MFRS for moottom shorn:Lumber D0lL1S0 plate grip DOH 3)Truss designed for wind leads In Me plane of the truss only. For studs exposed to wind(normal to the face).see Stendam Industry Gable End Oetalls As applicable,or consul)quoted building designer as par ANSVTPI I. 4)All plates are 2x4 W20 unless otheNdse Indicated. 5)Gable requires comtnum s When chord healing. 8)Truss to be fully shaaMed from cap face or securely braced against lateral movement(I.e,diagonal web). n Gable sluts spaced at 1-4 0 oG 8)This fuss has been assigned for a 10.0 psi boHom chord Inde load nonconcunent with any other live loads. 9)'This truss has been resigned for a live lead of 20.Opaf on the Where chord In all areas Mere a rectangle"-0 tall by 2-0-0area will fit between the bonen chord and any other members. 10)Provide mechanical connection(by otters)of tams to Leaning plata capade of MNstanding 100 In uplift at joim(s(31,16,25,26, 2],28,29,30,23,22,20,19,18,1]. coon—in.uce.y .'r. anOXFIe NOIEa O.y IXBaXO NCLVOEa MrtEx aEFEa1M[E IIOE MR)9'i1]rnrNwa'0.VMIS aEFOPEVSE M$p rls lw�fa WY�'am MllMbwnmcton.RhdeLL3nk WndoNY Ww�Ramelm9wwn.odklw UMJ'ry{urli n1.ml Imsx+Iem ealo,aam.nrelrlQXlamwei min wMit��prwxrtWolaefNnlvm�elersad owedvxwm>waa msamgalNo n..o.wal aaapmxmi. aser.9wnXdnww�venloucueXlalwnniafn$rroa,wW�roramane.... r+r.aeeno�a le,nuo�w�al�am�+1rs�N MiTek aawn�aMea tonxmlNaaa no aevenn cowmrawnnwemlX vaaw.4 ramam pePmrra�ama. Ta�eaaw pxevice�aerssee�m kRkkatM.twrn».awna�Y.a<acmnara Mul'i9,11.4, Meal. emv Aevioven dually CAMo,Oe9-09aM mea Wxame Gmpww0 seoav FL osiJ0 ,. m=t.n imwmaxa�rivadaa ram rnv NaH IMM4e.zle n.nee ureal.aaaaz.eakaXm IA U. T.mpe�TL 3asto Jot 1m2 Tmas Type Oty Ply scientists T9180028 10820T0 Tog Canmon 1 1 Jot Relaaae(oplionall Building Canporlent Supply, Jazkwrnill6,Fl32256 ID:bJOO2pPrp3BUB ]MVMrat"Ead LeLKrwElhff,18rwmtlyKC6GIyCMKIlu0C2]&3,IpG(I 4yg P1A 1383 163-0 qgg b]-0 bh0 463 five= Sub=1:30.8 3 00n12 2r44narsr I4 0 15 18 e ] 8 10 as q10= LA 11 aw II ix1d= 4se 1538 16aa 456 azu 4a3 Plate OX OLY) [3103904-01 LOADING T- RW ACWG 21 CSI. DEFL In (Im) 11 I LM PLATES GRIP TCLL te Grip DOL 1.25 TC 0.23 Vert(LL) -0.19 7-9 0999 240 W20 244/190 TCDL eber DOL 1.25 BC 0.69 VoI -0A4 7-9 a492 100 BOLL Stress lea YES WB 0.28 HohdTL) 0.01 6 we res BCDL ds FBC2014rTP12007 NIHM MS We 1051b FT=20% LUMBER- BRACBIG TOP CHORD 2x4 SP No.? TOPCHORD SImmmil wood meshing dtrechr Wi,1led or 5-10-12 are WrIIns, BOT CHORD 34 Be I except and vedicab. WEBS 2x4 SP No.3 BOTCHORD Rigid coiling directly applied or 6O0 cc bmcing. REACTIONS. glohn2e) 10=718A)",6=71800-58 Max Hou 10=-133(LC 10) Max Uplift ID=-)9(LC 12).6=49(_C 12) FORCES. (lb)-Max.Comp A.fan Ten.-All forces 250(Ib)ormerexceptwhen shmar TOP CHORD 1-2=93]/146,24-9]&251 34=-9M/251,4593)/146,1-10=698,12], 5A-698/128 BOTCHORD ]-e1 WEBS 87=91/484,47=-W&164,3-9—94/485,2-9-_-302/165,1-91 5-7=-47936 NOTES 1)Unbalanced rmf live leatls have been considered tar this design. 2)Wind:ASCE 7-10,VuI1=130mpb(3-second gist)Vast 01 mph;TCDL- 012;BCDL=5 OpeC te25ft;9,158;L=24X;eave=1R Cat. 11;EM B;Encl.,GCpi=018;MFRS(direcibnal)and GC Extedor(2)01-12 to 51-12,Intedm(t)51-12 to 9-1-8,E malor(2)91-8 to 12-1-8 mile;end vertical left and I eglosed;C-C for members and tomes 8 MFRS for reactions shown:Lumber DOL=1.60 plate gdp DOL=1.60 3)This)mss has been designed for a 10.0 psi famom Chem live load noncomurrent AM any other live loads. 4)-TMs truss has been designed fm a live lead of 20.0ps1 on the boXom ctard In al meas where a rectangle 36-0MII by 2-0-0 wide All III between Me boftom chord and any other members,with BCDL=10.0psf. 5)Provide metMenical mrvKhm(by others)of truss to bearing*is copses of withstanding 100 In uplift at Jaynes)10.e. V a ry le Ee V ]> M E . r n N tIr .x urnn x . ac' 1 1 MiTek' ryJ it fl x n t Y f I 'n '1 r ,wV,,m EW alnkalk efellveryw <tuf lxa'rill 1 1 en N51/RIIO IIhG 1 OSB 89 an4 aCSIB IIEIng Camponenl 1e,rya.FL 3210 SdMylrllwmaMwdMlrleh IwnXrn YUMNe.31e Seeel.SJle LP1evaMIh VPR'I IE Job Tllss T—TYPe Ory Ply --are 10828T0 T03 flooi Special 1 1 forned T9180029 aft Bu gO p Supply. Jacksonville,F132258 0.010 a Apr 202016 MITek industries,Ins. Man Aug0,08, g 33:032016 page ID.bJOG2yxNP3BUB_]IOVMeV,w 'lYUA3e2Ht U41VIrMLTDMpTb MILRAGns Mya3lk 4'MB 6Y09-0-0 130-0 15 48e N- 10] 1880 0 21-15 aas 6.6= 3rea.1382 3 ].On 12 13 14 w II xw 2 12 am= 'NII 8 1 , a ti 10 15 16 8 0 aw II d10= 3m= 4n0= ] srs= K8 138e a 80 P20 Plate 0lleets(XY1- f3O300.201 LOAdNG (pat) SPACING 2-40 081. DEFL In Qac) I/de8 W PLATES GRP TOLL 20.0 Plate OOp D0L 1.25 TC 0.24 Vert -0.19 &t0 s999 240 W20 2WIW TCDL 10.0 lumber DOL 1.25 BC 0.89 Ved(TL) n." 8-10 .4% ISD BCLL 0.0 ' Rep Stress It YES WB 0.28 HORfT-) 0.02 7 Ne Na BOOL 10.0 COde FBC2014TP12007 Manhx-MS Wight 108lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structured woof sheathing irody applied or 5-9-12 oc purnal BOTCHORD 2x4 SP No.2 session antl verticals WEBS 2x4 SP No3 BOT CHORD Rigid calling directly a opie!or 8-40 M bracing. REACTIONS. (INsize) 7=718Medmnlcal,11N18m-S8 Mar Hoa 11-114(1010) Max Uplift 7=-83(-C 12),11-]B(LL 12) FORCES. (IL) Max Comp.Mlax.Ten.-All tortes 250 Qb)Or less except When shown. TOP CHORD 1-2-M141,23-97G 45,34-A5 24,45-8]11135,1-11=-7MlN BOTCHORD 810=-67/538,7�--1051642 WEBS 2-10=WORK 3.10=-94/482,33-]t/482,48-282/143,5-]-S9&142,1-10-43032 NOTES 1)Unbalanced root Ilee loads have bean rgholdmerl for this basun. 2)Win0:ASCE 7-1P Vult=130mph(3-second gual)Veld=101 mph;TCDL=S.OFd;BCDL=5.Opof;h25ft;B-15ft;L44ft;eavexq Cat. II;EIS B;E.L.GCp1-0.18;MFRS(directional)and C-C EVOMOr(2)0.t-1210 3-1-12,Intedor(1)3-i-12 to 9-1-8,Ededor(2)9-13 to 12-t-8,Inledogl)15-10.]to 18-1 4 EOne;eM veri left exposeQC-C for members and fomes 8 MW FRS for reactions shown; Lumber DOI=1 W plate grip DOL=1 W 3)RoAdsadeauatedralmagetopreveniwaterpo1101ng. 4)This thuse has been desigued fora 10.0 psi bottom court INe load mmo ncunent with any other Ilve bade. 5)'This Muss hes been designed for a live Ietl of 20.Opsl on Bre Whom chord in all areas where a rectangle 360 tall by 0 0 sea, tM1101 belwaen the bottom chord and any oftr member,wipe BCD L=10.OpsL 6)Refer to gimer(s)for but W Imes connedions. 7)Pineds mechanical connection(by olhels)of truss to healing plate capable Of wilhstantllN 100 to uplift at)olnt(s)7,11. Q WAXXWO VNIytlNpngnnulvseMgEAO XO FEe ON MIapMO AYLLVOEa MREX FEFEgpNCEYA6EM0.)1I)rev.IM4VN I5 aEFagEVSE. eeu�ralamo,a.�olvy mmlMl auo�o,.�b,�mn,ivaa,xu«aewW�4m w�eleis a.n.bi a,lmrw�l dervns�wml..�m.rot maes.ntem mbeane.medM,w.e meanw m.ml.�mYlne.3M.ualnol�emen ne�aeeteaa,aloredvewpuole lox ae:pn nlmlreorrelal dWIq OeY3n. Bu4gpgkal¢tlhbpev¢niLuctlYy otlgMyW musswepgq/orclwtl memt,e�e pYY. IkaM lemG aV mlCamareled¢xp xawaw laTAaa AxMMllyoq Wlxe�mcal¢ea mm veM4xelewwa MeratddMenraunOoa.ra Pamela eut��namWamo me ek mat Mac9e.OelkaY.aecnmaw d¢W-NVtts--bosom tOWaVfPb aWN GI1W,pYaa mgBCL&tlldpeanpanenn ew F.MaEM aH. bialy IlYoimanm aVy2ie M1dn Luo Role MOMe.219 N.Iee Slreel.9we 312 Ne�amll3 VP22111. Temp,R.1. FJob LesterTrees Type Oly Ply Anealssie T9168:0)10623TD Toss Feet SpeclM 1 t Job R .. .11Mu.NKMm M .. (notional) BWBIrB Componxd Supply, Jacymmilk,FI92266 8.0106Ayr 2020 .Ia, p0108:33A42U16Pege1 IO:bJOO2yx1VPJBUB ]bVMeVMf;.U1yrvEtl-IIdTOx3M51GM1B1yY2_oHZWRWSUntWRUY]yya3jj 48B SFB 1Y10] 1& s 4$8 4]-0 4615 44: ae Scali 3 ].60 Fla 12 13 2M II 6xB= 4i5 2 4 s 14 tt 4,5c I A tl 15 8 8 6 N4 10 II a.m= 3,b= 4.10= a+ n ase 1&ib] tbso 4$B .,a W. PI mon a an raoaD o-1-Izl LOADING(psi) SPACING 2A0 lam. OEFL in Ila) I/de6 W PLATES GRIP TOLL 20.0 Plata Gdp DOL 1.25 TC 0.% Ved(LL) -D.21 ]-9 999 240 MRO 2W190 TCDL 10.0 Lunber DOL 125 BO 0.]4 VeQTL) -D.50 ]-9 >439 160 BOLL 0.0 ' Rep Shass Incr YES WB D35 Hou(TL) Don 8 No Ne BCDL 10.0 Cc0e FBC2014RPN00] Mehit-MS Welght:10O lb FT=21Y4 LUMBEN- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stmctuml wood sheathing directly applied or 5-7 1 t a plains, BOT CHORD 2x4 SP N0.2 except and verlicem. WEBS 2x4SP No.3 BOTCHORD Rigid ceiling directly applied or 6 M do bracing. REACTIONS. (IMslaw) 8=]16MeM,nlcal,tR]160-SE Max Rorz to=1021LC 10) Max Uplllt 6=A8(LC 12),10=]0(LC 12) FORCES. (Ib).Mex.Con P]Mex.Ten.-Ah force,250 0b)or less exwpt when shown. TOP CHORD t-2=A49/133,23=-98]/2%,9-0=9381199,b5=]%/112,58=]06145. i-f 0=-Ml19 BOT CHORD 7-9=981 WEBS 2-9=-301/18$&9=91/491,3]=-02/432.4]=-006201,5]=-13]/93],1-9=3W42 NOTES 1)Unbalanced tool live loads have been considered for the design. 2)Wind ASCE]-10;VW=13IXnph(3-second gust)Vasd=101mph;TCDL=5.0pl BCDLd.opsf;1125n;B=4511;L=240;eave=4n;Cat. II;Exp B;End.,GCp1=0.18;MFRS(dbacOmel)end C Exmdar(2)Of-12 to 31-12,11.0 l)3-1-12109-1-8,Exhaim(2)9-1-6 1012-1-8,Inlerlor(1)1310.]to 18-1 4 zone;and vedlcal len expostal for members and forces A MFRS for reseri shown; Lumber DOL=1.60 plate gi DOL=1.80 3)Provide Mixtures drainage to prevent water Ponding. 4)This tMS has been designed fora 10.0 psf bondn chord live bad manncunenf MN any other live trade, 5)-This areas has been designed fora live lead of 20.0psf on the bottom chord In all areas where a rectangle M-0 tall by 2-0.0 wide will fit between the bo8am chord and any other memane win BGDL=tribal, 6)Refer to girder(s)for has to tress connections. ])Piowdle mechanical mmectlon(by others)of tmm to bearing plate capable of withstanding 100 to With at lends)6,10. Q wase,weay4Wa^pvemwm,flFAs Nd.CN tNS4NO M'CLUOEO MRE.f aEIEX4N[E..a.71od m.1.15 BEfOs.VSE �9ar x4MKK�aYYe44r aY le4Wcmr¢c1om.RhtlmNTtL AONY W+�Pr+�aneion Yu,wn.mlhkxm MllWMd LJdm comru'rent rot InMwaANa.adwar.e.ma creme defL]M mW VM1Y1M urSA c@IIYo1�YT vamelenoMW Nv hcm!^aR lM tlefka moire wn�J M OIC Wldtp mpr a«nalmu:aleeawpw�lewuN lnarirn lneweoaemr ceorememoarorev. wdllorb lw�wvmer.m�mam aw+m BWgsregledMY2em T1'roweYemwhFte MlhWWaF9[dvl lVeYmd PNRMdvn�. ra Oanmd PMvx' regar4q nw epw FLv. .16YJ uwtN4 pwcga.tlNNay,ereclkna'tlGa.YV dErmeamtllndryalmxnWIWMIYWryCNxKONMaq BCN Bulin9CurowxN Terga.FL ZNte yy41y pdpmb'ni mMQlslrfm 1nERaH fveMde,RIBN Lee51ree1,aab J11.Neta 113 VAYtl 14. Job T. Truss Type Ory Ph Adwelowia T9168031 10526TO T05 ROM Spa:ul 1 1 Job RifI5 eremeMIIas r bni1 Bukilp CanpawM Supply, JecFsolw411e,FI32250 &o10a Apr adMIA-IkVGW3triea,Im. Man All WIgU:M2018Page 1 IDWOGZyxTVP3BUB_]IOVMeVywEd-IkSYGw3v65xLhS4yu2_oHZIZ�1pUmeWRbz]WaCyj <{8 840 11-10.] 1830 468 N0 2615 649 Me= Sal 138.2 3 �= 5= eop 1z 12r ° s LM II 13 14 2 1Aell A d 1 8 15 18 B > 10 4x10= ass 4[10= 6 201 II 2s, II yg8 13.8.8 1830 4d8 920 4'60 Plai OVeeb(XY} (3'03902-01 LOADING fids() F PAC23-0 C81. DEFL In god) pde! Ud PLATES GRIP TOLL 20.0late Gdp DOL 1.25C055Vei -0.19 ]-8 x889 240 MF20 244/180 TCDL 10.0umbaz DOL 1.25 VeQTLI -0.45 ]-9 nn 180 Bil 0.0 ' Rep Stress mer YES WB 0.38 Horl 0.01 6 We ma, BCDL 10.0ode FBC2014ffP1200] Wmx-MS Wright;11310 FT=20 e LUMBER- BRACING TOP CHORD 2"SP No.2 TOP CHORD Structural wood shesikng directly applied or 5812 W purlins, BOT CHORD 2z4 SP NO.2 except and veltkals. WEBS 2x4 SP Nos BOTOHORD Rigid calling nlredly applied or 6-0-0 oc Ideal REACTIONS. (1b5ize) 5=]18R4echaricM,10_]18b%)i Max Hda 10=125(LC 12) Max Uplift 6=Sol 12),10=83(LC 12) FORCES. gb) Merz.Comp Mlex.Tan.-Ail tomes 250(lb)Orleans except wren shown. TOP CHORD 1-2=-9SN125,23=-981-0231,3d=-1002239,4-5=-53199,545=E97/159, 1-10=-]11/113 BOT CHORD F9=-122/532 WEBS 2-9=302/16],3-9=-101/4185.3-7=99/557,4-7-8l S]=-101/48,1-9=32)]36 NOTES 1)Undidance t root live loads have bean coesidered for this design. 2)Wined:ASCE]-10;Vi still IS modnd gust)Visci 01mph;TCDL=5.Opst;BCDLrS.Opef;h=2N1;B=45h;-24p;ant Cat. II;Em B;Encl.GCpk0.1 a.MW FRS(MleMlone)and C-C Ex1eMr(2)91421031-12,IMerim(1)31-1210 91 A,ExretloR2)01-8 to 11-19]zone;end vericel left aandand :C-C lot mambem add forces S MFRS far reactions shown;Lumber DOL=1.80 plate grip DOL=1.6o 3)Provide adequate drainage to prevent water ponding. 4)This truss ban been designed for a 10.0 psi bottom choN live load non] rnw t with any other live loads. 5)'This truss hes been designed for a live load of 20 Opst on the bodom MOM in all areas Mom a momigle 380 fall by 0 0 sole will ft between the bottom chow and any Other members,with BCDL=IO Ops, 6)Refer to grdeds)for truss to truss dmxgctims. 7)Provide mechanical connection(by others)of truss to boding plate capable of wHhstanding 100 lb Will at jdnth)6,10. Q sed.-YMry tlMBn loon.-..GO weres PV—M dditam"boaO MIIEN REFEniame'A'wal m.modderaeEFOMV9E down varl us oNy WT eft.cuncclutIM doa,kamtt)wJYr4^ 1*'+wnelm tlwwrtmtlIsloi u,IMlWuol GYdry oanpttept r'ol IIrErySbm.Parse Me GJMrgdervvn`.lnft.,wq;Bk�tllNoltlaLLLLTyrOnelcnaNgWeriYlncdr✓+rale MECO Flo Me wer�tll Wr1g OSLLyr.BacYgtvxcaletl 6lo PeWMGCAIgolkxfNid Limwabad/�menYraaor4Y.MCXbMlanpaaYUMcennawnl dwirp eow Lawgarwam for nMwllyawlo PrevamoalwewmpossMa rerrwia MYYmMprcFarY6wnNe.ror9eraraOwaMa raBaeriB n» aa4 nA.Br zw6. wrL'MFx.nwoge.asxaw.weclonadddfrd.,I—.l�wolovi re9YNwlnl BUYllry cMlsm,paasm4xRewgcarm4n4M Term,IL saw,.. aw,YYomplbn avylia pdn Lim FMIe RMNe.RIB N.lee aael.9lk dIR.Nesntlria VR2Ra14. mb Truss T.Type Ory PlyArwea T9100032 1p628T0 The Jerk-Open Gellerr 1 1 teel Jobn6 Atli cB 'w101 Building Componnt eSupply, Jed¢arvllle,FI32256 B.0108Aa202016M1Tek Un Me6.1nc, Mon lgWD 0:33:002010 Paget 3d�0 IDJxICO2yx 6830 U8 ]pVMBVywEq�mWMUG4%103CJLNTmVlgnug9P0#ICueN5LWtOysOli ON 2so Scale=137.7 2a, II 3 7W 12 3M G 2 34 G 1 8 e B 'hs II nab- THDW �4 1ND28 T14026 3 p 680 3M 380 Plate Offsets(RYT- H:0.1-1201-BI f2:P1-12 P18115'0300.881 LOADING goal SPACING 2-" CSI. DEFL In (Int) wait W PIATES OMP TCU- 20.0 Plate GOP DOL 125 TC 0.17 Vart(LL) -0.Ol 56 >g9B 240 kR20 24Ot80 TCDL 10.0 Lumbi DOL 1.25 8C 0.51 VM(TL) -0.03 56 >gga 180 BOLL 0.0 Rep Stress Ina NO WB 0.49 Horz(1L) 0.00 4 Ne Na BCDL 10.0 Code FBC2014RPI21p7 MNdx-MS Weigh:541b FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP Not TOPGHORD ShucNrel eooC sheMhing directly applied or 600 op pulllfs, BOTCHORD 2x6 SP Not amept And ver8cals. WEBS 2x4 SP No3 BOTCHORD Rigid ceiling directly applied Or 10.0-0 m Ewing, REACTIONS. (thaw) 6=1505IP5$4=1IGVWovh lcal Max Horz 6=1078 C 0) Mex Uplift 6=-13B(LC 8),4—214(LC 8) FORCES. (Ib) Mex.Comp.Mlax Ten.-All fomes 250(Ib)or less except Man shown. TOPCHORD 18-08&74,1-2-054n3 BOTCHORD 4-5-1 4101 4 WEBS 1-5-49/819,2-5-131/1001,2-b1085215 NOTES- 1)Wide ASCE 7-10,VuIt=130mph(3-second gust)Vasd=tOtmpb;TCDL=5.Cpal:BODL- .Opsf;0=258:B45ft;L=248;eaveyllt:Cat. II:Exp B;End.,GCpi�.10;MFRS(directional);Lumber DOL=1.60 plate grip DOL=t60 2)Tflls B has been designed lar 810.0 psf Wft0m choM Ilve bed mmmnm mt WM ant/ower lwa loads. 3)'TMs pass has been designed for a live load of 20.0p ll on Me beftan chood In all areas Mom a reaangla M-o lell by 2-0-0 wide x111 III between Me foram choM and airy other rens , 4)Refer 10 girders)for truss to truss connections. 5)Saville mechanical connedon(by almost a truss to healing plate capable of wlthsbnding 1W ID uplift at middle)except of=lb) 6=138.41214, 6)Use USP THD26(With 100 nails Into Girder&NASD rafts Into Truss)or equivalent spaced at 2-0,0 m max deeding a 0-8-12 from Me lett And 1040-12 to punted Misa(es)to beck face M bottom Mord, 7)Fill all nail holes where hanger is In contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the lace of the truss ere Voted as front(F)or back(B). LOAD CASE(S) Standard 1)Card a Roof Live(balanced):Lumber Increase=1 25,Plate Increase-1.25 Uniform Loads(pit) VeM 1-3 60,4-6=20 Concentrated Loads(0) Vert:7-703(8)8=698(B)9=898(8) Q WA ewer oes, ueewMeenO BEAU XOIEe PY TIa Aso MLVOEp MREx NEfEggNtEYgfiE er"ri v IOOYNIBBEFWiE U8E W6nT Wp IOI veaYYu9r MIIeMd'emnwtlan.IMdeq�bbaetlolYyl4:ce 4xeamele¢NUwn.alW Krol mYr]MduY bJeYp mnrmpnl.m1 dArA9m8an.Bcd'g Ytlkoled bpevmlp MLydhRUM �pmvep �dvdmenM1eno�d �IYMUYnvJ lent d�nlnb Me ovndl PCIW aM�IrnvnnlM¢Yg M ek' sa«w.IaRIAea Iw YtlMlrymiio aarrenroolmwwmmmaPwwld HEvmdawartvmmape. iolgeewdyJ<w�e ra�.me mo a>,I orlon:loran.rnlnen er�nonala lamNolel�aeme m.>s.wemx:eaLxulmlaary em.n¢,DuaBmaecv ellllm.adu.wllwl eeoL v.m er anis. MMy InlannllCn avdldAe M1an Irlaaflule MXMe.RIB N.lee$keel.SUIb J12.pemMki VRII314. Tmq,IL.1. JOE Tllce TIu98 TYpe O1Y Pty AreaMaie T918W33 111062670 TW Rooi Special Girder 1 1 1 Job Rel 1 IN ell BBIIOInp Comporenl5uppy, Jukwrrvllb,FI32256 ,OtOSApr202016MITek IMusOies,Ilr. Mon Aup0108:33:08ssal,"gel 10:bJOG2yxNP3SUB_]IOVMeVywE>4-EB0110 IB3vUEL1TOGN_RCYpiOydsozM4CryeGlh 4:e8 P1-6 P1P 13+10 MIT 2]- L30 4S0 abt� 363 4-11-2 P]�4 -� 6wb-1:52.5 3 = N= IUILm NAILED 5 SB- 2e411 4x5= 2c411 art -6 NAILED NAItFSl= 4 23 6 27 7 B 26 6 29 33 31 10 ]W 12 4A5 i 3 ve 22 'A 17 16 15 14 13 32 33 12 'N 35 11 U12 11 w 11 4E= q�= 4ae 7210= NAILED Ex8= NMLED aft, I I 1HD26 NAILED rUItFD b&e 369 P1P] 13410 18J12 2]-11-D L38 3B0 1115 363 blb2 P]d Plate OXseN Y - 1:E OOO 4:0.61030 5:020E 9:62-0020 160.33E 11.P3-0O6B 18:OS00-4-4 18.620 b13 IAAgNG (psi) SPACING 241-0 CSI. DEFL In (Ix) gdeX W PLATES GMP TOLL 20.0 Plate Gap DOL t25 TC 0.70 Ved(LL) -0.111315 a98B 240 hf120 24M190 TG 10.0 Lumber DOL ES BG 0.]5 Verf(TL) -0.2]1315 >98B 180 BIG 0.0 ' Rep Strauss Incr NO WB 0.63 Horz(FL) 0.17 24 Na W BCDL 10.0 Code FBC2014RP12007 want VIS WOW:215 lb FT=2096 LUMBEIF BNACING- TOPCHORD 2x4 SP Nat TOP CHORD SWCWml woDE shmftW dredly applied or3A13¢pulllns, BOT CHORD 916 SP'o.1'Except' except and verscab. 11-14:2x6 SP No.2 BOT CHORD Rigid calling directly scaled or 10(-0m bladng. WEBS 2x4 SP No.3'ExaapC 1011,9-13,10.12:2x4 SP No.2 9-12'214 SP No.2 OTHERS 2x4 SP No.3 SLIDER -tM2xBSPNo.2160 REACTIONS. (Ilisize) 1=1801/0.58,24=2405/03-8 Max Horz 1=154(DO) Max UVIift 1=-228(LC 8),24=d95d C 5) FORCES, f1b)-Max.Comp.Mlax Ten.-AFI fomes 250(IO)or less except when shorn. TOPCHORD 1-3==2208134@34=-2281/401,4E=25M& ,6-0=2931/51,]-9-2831154, 310=-18433]1 BUT CHORD 1-1]=39811830,161]=39&1833,15-t�-38W1B13,1315=-483f2552,12-13 ]111843 WEBS 31] 283/]8,4-15=-11ML10TJ,61�-]3B/201,6-13=-343I51]J-13=938q 58, P13=28&1562,P12=160.5331,1612=-$2]12661 NOTES 1)Unbalanced mof live loads have been considered for this design. 2)Vi ASCE Y1,Vult=130mph(3-second gust)Vaso=101 mph;TCDL-S.Opsf;BCDL=5.Ops1;h=2511;B=151t;1--i eave=-i Cat. II;Exp B;EIwI.,GOpi-0.18;MFRS(directional);Lumber DOL=1.fi0 plate gap DOL=1.60 3)Provide adequate drainage to prevent water pordblp. 4)This truss has been designed for a 10.0 pd bottom chord lye load roncoreum nt Min any other live loads. 5)'This lits fres been designed for a live load of 20.01 of on the hoftom chord In NI areas where a radatple"0 tall by 2-0-0adds MX fit bebi the baXarn chi and enyother members. 1318eatingattolnt(s)24considersparallelmgrainvalueusir ANSUIPIIBogletograinformula. Building designer should veafy calu dly of heaang surface. ])Provide mechanical connetnon My others)of hues to real plate capada of wllhstanding 1001b uplift at)dm(s)except gLlb) 1128,24=485, 8)Use USE THD26(WXh ted nails into Girder&NAM nails Into Truss)or equivalent at 183-12 From the Telt and to comm tmss(e5) to from face of boftom ri 9)Fill aft hall hales Mom har l Is In cemad with tumble. 10)'NAILEW indicates 3-104(0.148' ')or 3120(0.149'x.1.25')too-rolls.For more dolalls rotor to MITek's ST TOENAIL Catch. 11)In the LOAD CASES)section,loads applied to the lace of the Mae are toted as Front(F)or back(B). LOAD CASE(S) Standard Q MIM'NOVM/y WYenprnrM.n evial NOIEa Pe 1XNI/IOWCLYpEa MTEx MEEAANCE IAOE al im-IapYpIr BEE04 UBE .v - =--,lne...de�n,1a1 MSN Peµlac eu,,ue ,-umvaa.,, umYtr�AMdIMIIeNnn Me"lne—1 humins riI v... pdvomcdlnT.Lnd+11n411n r1, true ieco Ninpw>a�lvaumo�..i two i ia-,i ek' 1d..wmwn Naope.aalrerv.aeclMm]Ma4p o11mmeiad mismlem:.reeAeulmn ouesM enl.w.wase maeev asam9eomPol.m eea+ven.E.N aN4. 9oMy YWmoXm alaWe ran h1.a FwM YunMn.21e N.Lee eneel.S,IIe]n2 Ne�agb.Vh22311, iamq,R a%to Joe TIIec Truss Type Ory Ply Asmainie e+eea s +oSzeTo roT Rox special clmer + + Joe Rxererca o Orel BVIIdIIg Comporex suppty. JeGmarniile,FI32256 B.Ot01UB 7 20VywEAklndusMMIBc. ............TN-R®:33:0520+a rysq IbGIOG2yxNP3WB_TIOVMaVywEx-EeZIbb4ReIB3xUELiTOGN RtVpIOJtlwL6ACryEGjll LORD CME(S) Standard 1)Dead,Rox UNe(balanced):Lumber Ir Mao=l 25,Plate Increase=1.25 Ulf..Loafs(pli) Vert:1<-E0.65= .42� -20,1P25= ,11-20=-20 C «orated Loads(lb) Var1:8_121(F)13=-IW(F)28-121(F)2!k 121(F)31-121(F)32-57(F)33=-57(F) 35_-57(F) YWCaXMf•-VwIry OWgnpxamxawaM aEIe XOIEe ON nIRRNO tlKLVeEOMIIENaE£ENINLEp1eEM6)<Am.InVYM159EFOPEUSE f%rsyln vullJ lw ueolY4 WMI kYIeW➢cmwclwa lMUwJmklxneUwYYu{xnpx�rtnelen Ynwn.aM4lwmkMNLYtMtlYy curywlent rol eim mleln.sewle ue.ire wlalg UN+§.al nxx venh lrie N[plc2tlry of eemgn 1pm�elers wU awenv ncarywale nYL aerpl No me ovaal WO9 deM9ai-gMekMWklo peumlN�VNILMNad ewweDaMrwcMC membas«N.R7aIMM1emWW as Fnmmenib¢Xp ek• kMwgElBpled bl slrfa.'IXYaMlopermlcdlgen wlml�aNapawMLyryavJgc�lly Mll[pe. D9LM rwpenelJ U�ErI<e�ca yvdre EW kdCaIM.L1aWe.�IIreIY.AaCIm WlbacMoleimsadela Mlani asMXe1/IPIIGWhGHIp. tlq N:LWNgCwnWneN1 NWe,Wb I ' tdelF llYanmXmaVrltde M1an eu¢fMe MIMe.YIaN.l9e511eeI.5JVi 31].OlexaWkl.VhS1J1I. Telrys,FL MID Job Thee Trym Type city Ply Areaeeia 91¢9331 10628T0 T013 Half Hit, I I Butidnrp ComporeM anam. Jacksonville,Hffi256 8.0106 AM 202016 MITek I=y"IIIc. Mon Al 0108:33:072016 Page 1 1O.0JOG2yxTVP3BUB ]NVMaVYaEkI iJrffasoPoJVYep)(1: ME49DBMMraBPgdit"sS, N-1 1N9 t6L8 YIgO-0 2]-IPB N1 50.9 SBO 5.p0 ge_8 Sail—152.8 Tito% xr5 2rA '.I se= 6x12= 3 1. 20 214 5 B 22 T 700 F,2 4ss o e z iT t6 us t S 14 13 12 tt zs 10 za 9 26 8 'h411 450= 66= b5= dx10= 4a5= bq 11 N4 10,19 161-9 21-108 ?!-Itd N1 "0.9 5,60 SDO 60.8 PMte OBeek lXVl– 1308 Etl0a117'65003O1113O2-&02-01 =10.oLumoel ACING- 2-00 LSI. DEFL In (roc) Udell Jd PLATES GRIP te Gdp DOL 1.25 TO 0,52 Vert(LL) 0.061012 >999 240 MF20 244`190 mber DOL 125 BC 0.38 Ved(TL) -0.151612 >9B9 180 p Sherr Inor YES WB 0.70 HogdTL) 0.13 16 We Ne tle FBC2014?PI2507 Matrix-MS WeIgM:1911b Fi=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood shealMrg directly appllell or 46-1 do purlins, BOTCHORD 2x4 SP No.2 exoeA.ndvxft1.w. WEBS 2x4 SP No,3 BOTCHORD Rgld calling directly applied or 10.0-0 co bracing. OTHERS 2x4 SP No.3 111 C71O148. (Ibralza) 14=110SAT-53,16=10B2N38 Max Hour 14=193(LC 12) Mar Uplift 14=-98(LC 12),16=175(LC 9) Max Ran,14=1105(LC 1),16-1131(LC 17) FORCES. (Ib)-Mex.Canp.Mlea.Ten.-A9lomes250(lb)orlamin twhenshown. TOP CHORD 12=1506`I!31,2-3-1312255,34=1128/244.45=1129244,5-7=798/158, -14=-105 13-14--2301 1/188 BOTCHORD 13-14-230 10,12-13=344/1270,10-12=-25NlM.940=-15&098 WEBS 2-12=-30&113,3-12=1631g,410=350/153,S1R-13b525,5-97891244, 7-9-230/1162,1-1311511121 NOTES- 1) OTES1)WIrM.ASCE 7-10;V1A=l30mph(3-second grant)VaW=101mph;TCD".opst,BCDL=5.0p d,h=259;Bx501=2811;eeva=4fl;Cat. 11;Exp B;Eoal.,GCp".18;MFRS(directional)and C-C Exfadm(2)01-12 to 31-12,IntedoQt)31-12 to 1049,Exledorgg 1049 to 14-78 zone;and vertral tell ex,cas Cfar members and forces 8 MFRS for mactiofa shovm;Wmber DOL=1.60 pate grip DOlrt 60 2)Provide adequate drainage to prevent eater wourin. 3)This truss has been resigned for a 10.0 par bottom chord live load ngntOncurrent with arty other[No beds. 4)-This pass has been designer fora live load 0f 20dpst on the Wflom cfmrd In all area wears a redangle 33-01N1 by 0-0 edge Oil lit behead the bottom chord and any other members,wpm BCDL=10.0ps1. 5)Bearing at,oint(s)16 consulate parallel to grain value using ANSiRPi t single to grain formula. Building designer should vetliy capacity of heading surface. 6)Prov ole mechanical connection(by others)of truss to beaMg plate capable of xVhstandirg 1001b uplift at loint(s)14 except QI=Ib) ifi=P5. Q WINNIp VMyGa(1np�wMm WPE10 NOTES CN Tax esoW .ha MILER FEfENNfF axes IRf4Am.1.11 BEEOPE 1/Sa Deal YIb NB ONYWxr Mr.cw iaa Besdef¢iaa(wmaMutlxl hNAq c—,,,,rot a'de handed; Igdeeper, aeeluaem�9bIliadMgdpra4vreaaal boawo,vM.,a = MalertaYdp.c{¢.evnco6wWn Rp c1¢4ali moII¢overal MdIbMrcannorarypgc9mu¢rdn'-w epicetlxgareaWe]bMY�MYmdpweVMlwllq®MmryO]apawxf NkfyaW wWanVtl]rntpe.fw9mwrtlaux' exp are Sia kdlChMa5Ma9%dNNaY,aeclbnatl BOIhiRe9UdINYwaI9rGNiedNlNNI OayN crXMa.bAd9 vgBCL au6fgcmpwrani 6aW PaM1 Fep 6N4. MIMylNdngMn axldMBfpn FY RONYtlMa 21BN.lea Shaer.BIb311,NemM11 VRY(314. leal it aLIO Job This Tusss Type Oh ply Aaasteare 10620TO TOO Haft Hip 1 I T9188035 Prising C MghssM Supply, usyhgaX9Ier"132258lceo oral 8.010 cAaJou Formal MITeklrlatnec.lm. Mon Aug 0100:33:082018 Paget HI 1249 ID:WOG2yxNP3BUB ]pVMBVywEd AM38HBOpJR NI®u PWCMODOSi5O32AO,.W 8<1 609 23113 9-119 38- Sale 1:592 the 1\ art= 512= 3 IB 1] 1B B ].CO 12 ybi Is 2 14 aw. 13 �y a t0 9 3 ] 19 B 3N X a3= -I-= 3ffi= ass 3a II 6N 12d-0 201-13 Z1-11-0 811 3pB ]93 ]93 Plate 011eeis l%.Y1- f&0.580301 LOADING T. P PgCIN6 2-0-0 CSI. FMF(LLL)�) In (lac) Weft W PLATES GRIP TCLL late Grp DOL 125 TC 0d(LL -0.11 ]3 o9B0 240 w20 244/190 TCDL mber DOL 1.25 BC 0.85 rtT -0.26 ]-e s999 185BOLL ep Sirens hwr VES WB 0.85Q(T0.14 13 Ne We BCDL ode FBC2014(TPI200] Mernx-MS We,hb 10616 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Iii TOPCHORD Slrwluraa seod aMathing dlredly soaretl oro-2-11 oc pMlhle. BOT CHORD but SP Ni except and yelXaaM, WEBS 2x4 SP No3 BOTCHORD Rigid ceiling directly applied or 9-111 oc timing. OTHERS 21 SP Ni REgCTIONS. (ID/e.) 11=1105/0.53,13=10B2N38 Max Hors 11=226(LC 12) Mex UPIiX 11=38(LC 12),13=178(LC 9) Max Gmv 11=1105(LC 1),13=11]0(LC 1T) FORCES. (Ib)-Mat COmp.Mtax.Ten.-AII rouses 250(Ib)or less except when shoem. TOP CHORD 1-2=1523211,2-3=121322],3-0=9911235,4-5=BBWt]8,1-11=4043/1]8 BOTCHORD 10.11=-2]3/385,9-10=-351/12]$]-9=1]8/850 WEBS 2-9=4t3d42,3-9-0 W,a9 B7282,47= 7769,54=-2 1183,1-10=3N10]] NOTES 1)Wind:ASCE]-10;Vet=130n,h(lsewpA gust)Vasd=101mph;TCDL=5.Opsf;BCDIa5.0ps1;h=251h 1-2011;as JX;Cat. II;Exp B;End.,GCPI=0.18:MFRS(greMbne)and"EMeXoh(2)0-L12 to&1-12,Intra 1)31-12 to 12-0-9.Extenont?) 124-9 to 16-0-8 zone;end vertical ref elpossa C for members and faces 8 MFRS for reactlpra shorn;lumber DDLr1.60 pate gXP DO1-1.60 2)Provide adequate dralnage 10 prevent aster poral,. 3)This three has been designed for a 10.0 psi Whom chord Ire Toed nonoonourrent win any other live loads. 4)'This truss has been designed for a live load of 20.Ops1 on fla polipn chord In all areas\share a re oigle 33-0 tall Dy 2-0-0 Woe sill iX between the DOXom chord and any other members,vnM SCOL=10.0psr. 5)Bearing at joint(s)13 considers parallel to grain value using ANSI]TPI t angle to grain formula. Bulling designer should varlty capacity of being,surface. 6)Provide mechanical connection(by others)of truss to bearing pate capable of withstanding 100 to uplift at joier(s)11 except Gt=1b) 13=1]8. Qwusesse VMIy Jaagngvemslen en4gFAp NOtE50.V]M9<Xa MCLUOEe M//EXXEFEXIXCE VdaE MRF<l>m.169N015 aEPoPEVas, W49r WVy Ia us eNY V'IIn MII&ibron,edas.RwdWanapxi0oNY R�aorolms Ywwrt rtlhlam Wceilon.frucingis", dgOhgcomrvwnl.rot 1M aYrlan aalweue.tlndlrintl re�mwiVAIN 11ie4LMCWm«OeW Wmrelearnl P^Fery Lcc�Wone MreYY�Info R¢are�tll etlw�areregAedb ptlro'b Pa+wBlucaroo"..Wpvre .0 ..dmervanurs, rVbIMaM MmPnrwY WJ usurarenlaa Jp M ek' M peVenlcdgea wlmpoWxa�mgM kyryaggq,edydun�e.Fa 9ere�tl P4bicare9ahYl x.a 1t1wL'alVM rlavde Y.mecMmyp{p llnnpsaNMmrydlBlni�'eN,NN/I%I WtllhalleM.pM-N yq 1C]I9Wq Mipo�unl 60 us PoM Esq 01.tl. SdWNpmMm mrclktleranyuoaao eMiO ,Rua..lee SaeaaM312Nexai VAtdi. "a.FL sea Job T. Tve Tyq OIY PN Meaieva T9168096 �10829T0 T10 HW Hip 1 1 Job Raise.(rumored) BdNfig fAwp MSupply, Jacxeonvilie,F1322% &010sAg202016MITex..... s I.. Mon Mg 0108.3&082015 Pegt IOWO32Y,011MU0_]NVMeV"Etl-AVb36H608JRm NM8N WEOdROOWW50 Gri Oji ]+1 14b9 21.1-13 2]-11-0 B9J .Ng= firers=161.6 00 Tao 1z am= s:lz= 16 17 6 1B 6 3b i 3 2M II 2 y A 5 4r5 i 1 t2 11 19 10 B 0 a 21 ] sa = .10= a6= 4b= ]il 1449 21.1-1st z]-11-0 ]11 ].09 1 643 6-49 Plat CtestaKYl- 11'0-2-462-01 16,0-5-8.0301 LOADING(,f) SPACING 2n0 CM. DEFL In (Ioc) Udell w PLATES ORIP TOLL 20.0 Plate Cup DOL 1.25 TC 0.62 Ved(LL) -0.11 9-11 >899 240 wn 2WI90 TCDL 10.0 Limber DOL 1.25 BO 0.52 Ven(TL) -0.23 991 X899 180 BOLL 0.0 Rep Stress Inc` YES WB 0.62 HordTL) 0.13 14 We We BCDL 10.0 Cotle FBC201a P12007 Matllx-MS Weight:223 Ib FT=20% LUMBEW BRACUIG- TOPCHORD 2x4 Be No.2 TOP CRORD Stmcluml wood sheathing dredlyapplled or 3.8-15 oo purlins, BOT CHORD 2xa SP No.2 ®sept and veMwls. WEBS 2x4 SP No.3 BOTCHORD Rigid catling directly applied!or 10-00w bracing. OTHERS 2x4 SP No.3 WEBS Web Brece:LwgM(membel) 6400.15(49);610-15(58); REACTIONS. pFN§I2e) 12=t 10541-58,to=10U2N-341 Mex Hors 12=260(LC 12) Mex Uplift 12=-]e(LC 12).14-182(LC 9) Max Sher 12-1151(LC 17),14=1228(LC M FORCES. (Ib)-M .Comp.MA .Ten.-Allfomm2W(lb)orimse cepttmenshown. TOPCHORD 1-2=4611MW,2-4=1665/346.4-5=961214,56-]1&146,1-12=1086`185 BOTCHORD 11-12=-31]/46],9-11=-21&962,&9=446/]16 WEBS 2-11=40926,4-11-221Po .&Q-11&420,56=739272.69=-241/1189, N t=35/1095 NOTES 1)W Ind:ASCE]-10,Vulkl30mph(3-sewed glut)Vasd=101mph;TCDL=5.Ogt;BCDL=5.OgF,h=25X;8=4511:L=29f1;aeve=4M1;Cal. 11;F3q B;End.,GCWO.18;MFRS(directional)and C-C ExterloR2)04-12 10 3-1-12,Intedor(1)31-12 to l,l - ,Exterior(2) 14-4 9 to 18-7-8 zone;and vedkal left emosed;C-C formembers and forces 8 MWFRS for sodium shown;Lumber D0L=1 60 plate grip DOL=1.80 2)Provide adequate drainage to prevent water printing. 3)At plates are 3x4 W20 unless otheryise IM1lcafed. 4)TNS truss has been designed la a 10.0 psi botan chord live lead nonoorsunent M1h airy other We lariats. 5)•Tills Suss has been designed for a live load of 20.Opst on the output c1aM In all auras where a rectangle 36-0 WII by 2-0-0 Woe tell fit beNreen the botan chord and any other members,Wtl BCDL=10.Og1. 6)Besting at joint(s)14 consider parallel to grain value using ANSVTPI t angle to gain formula. Rullding dedgnershould verity capacity of bearing sudaw. 7)Pervious mechanlW connection(by othem)of truss to bearing plate capable of a tlntanding 10016 uplift at Jousts)12 except gt=1b) 14=152. WA9NAVa VMly 45�'V"F�n,mrxs enCNEIO NOTE50N TNIe ANpYICLYOEO MIIENaEFENANCE FA4EMIFT0]m.rnRYN15 aEWNEVSE Cusp,vtlM twee way Win MIIeMmcowxlws.Bhtletlanh MnedeNY upon pmm�erersYpwrt adhrwmlNMd,tl Wd,y cwnb lIXnl rot � niaaMan Falcon i69.Me WtlgdaYare�mwl vwlN ltcaV{SrauNoldae9r,pwanelenmlµqc Ntcwfry-on nih Ce-.lTnl wwndl W�DOee9ri. aIXrp McalMhlo lmvwe WCMLLg ollrbluW.M M�nwaDad/wclVrtl mNn�s Mlu,ne aW MnPwaYaa Cam��nlb¢Yg MiTek' hdwarsm}1ed MbkdlNaM bwevmicdlyre Wlhl aF rw lryW anlPWwlY d]B�ada. lwt�Mex0�Nlu�ce�epl6glhe BW Iu.EW 6M. Mkalbn elwme. .anWaY.wecllmaddacxgoln,..re s m2Mlem iv,se /IPII"M 14.Ixb.UMd9Yq ELL 4iJnYCwnWnx9 e eWIy MaITOIOn mMIXle hwn h,s Rale MPoJe.11BN.lee Sheet.FYM31R,IlevavJfo VRIId19. Ter,pe,FL 33510 Job Trues Tress Type GlY Ply Neslaw. T918eai] 10808TO T11 Half Hip 1 1 _ Job 16le Tek loo4onell Building Comporenl5upply, Jedamviile,F132258 WNBUApe 2VWVVEA lMRKd72lrc. MDI1Aug,aR:33:0ft y2fiJ Vale ID:WOG2�NP3BUB ]IOVMeVywEwsDFRKJ]2wdZEayynibez_E2RS1149ylEfiJkaAysGle 63-0 1541 23412 2711-J S3-0 1451 ]111 H44 ' gg_ Sore-1654 es= N10 7.W F12 2N 11 I+S= 5,12= 6 a 21 7 22 a 42a 4r5x 1811 -I 16'N4 15 14 11 10 26 0 4xf0= 2G II 2H II 4x10= 'bA 11 630 1428 1&be 21412 Z)-11-0 530 411-0 440 0.144 L104 Plate OgseN(XY)- IWGSfi P3-01 112 4 3 4 b3-01119'04-0G2-01 LOADING(daft SPACNG- 2430 CSI. DEFL In Qat Ali W PLATES GRIP TCL_ 20.0 Plata Grip DOL 1.25 TO 0.47 Ved(LL) -0.2312-13 >999 240 MIM0 249190 TCDL 10.0 Lauber DOL 1.25 BC 0.81 Ved(TL) -0.58 12-13 >S]2 160 BCLL 0.0 ' Rep Stress Ina YES W S 0.68 Hi 0.20 18 We Ne BCDL 10.0 Code FBC20197P2007 Matrix-MS Weight23611, FT=20% LUMBER- BRACING TOP CHORD 2W SP No.2 TOP CHORD Smi wood meshing directly applied or9 10 a puAlre, BOT CHORD 2a4 SP No.2'Eau l' except end verbmle. 314,6-11:2M SP No.3 BOT CHORD Rigid calling diredlyapplied or 10-0-0 a busting, Except WEBS 2W SP No.3 64-0ocipbuing:14-15.10-11. OTHERS 2x4 SP Ni WEBS T-B.: 2x4 SP No.3 7-10 Fearer (2)() T antl I Dmoes to narrow edge of web wiM 100 (0.131'x3')nags,610 31nminimum antl tllalanm. Brace must dovar 90%of ofasi web length. REACTIONS. Qisslza) 16=11251_-18,18= Po-38 to82 Max Udi 16 71(LC12) Max Uplift 16=-1105C 12),16—160(LC 9) Mex Grev 1fi_-1105(LG 1),18=1133(LC 17) FORCES. Qb)-Was COmp.RdeX Ten.-All to.250 Qb)ori.exceptream.hown. TOP CHORD 1-2=-15(16166,23=-212(967,3-5=219W511,58=980226,6 7=973228, ]-8=-459/103,1-18=-1059146 BOT CHORD 1516=316395,3-1t!r=3IV19],12-13=2]91052 WEBS 2-1 rz-765255,13-15=-39(144],2-13=12658$513—34911310,51 2=-26 614 5, 7-10=-10A1320,10-12=10655],7-12=2348 8 ,8-10=-23211031),1-151: 1116 NDTES 1)WIN:ASCE 7-10;Vu11=131)mph IS amoral gust)Vesd=101 mph;TCDL=S.op f,BGDL=5.01.1;h=25X;B-�1Mb L_2SB;eavi Gat. It:Evp B;EnrL.GCpi-0.18;MFRS(d0edlona)aN C-C Extena(2)61-12 to 31-12,IntoWr(1)31-12 to 1531,EAWor(2) 15-8-1 to 1911-0 zone;C-C for members amid forms 8 MINERS for reectbns shown;Lumber DOL=180 plate grip DOL=1. 0 2)Provide adequate drainage 10 prevent water poodo, 3)This truss has been designed for a 10.0 def bottom chord live load rlamaurent WM any other live loads. 4)'This Muss has been designed for a live load of 20.0pst on Me bottom chord In all areas where a rectangle 36-0%it by 2-0-0wide will fit between the bottom chod and any other membem,with SCOL=10.Opa1. 5)Seem,at joim(s)18 considers parallel to glean value using ANSVTPI 1 angle to grain formula. Building designer shouldvehly capacity of bearing surface. 6)Provide mechanical connaclion(by others)of truss to beeMg plate capable of Wllhstanding 10016 uplift at)oinl(s)16 except Qkab) 18=180. 7)Winning:Additional parmananl and stability mining for buss system(not pan of this component deaign)Is always required. Q W4eessr IytlW9n Pnmuurs anCaEGa NO FEa ON TMa RNO MCLWEO Nrex aeFERI N[EPIGEMIL71Am.1pdvaur a .,u,E L ,Wkflremi ,ll Mll1om O�mvim-iny.P lu,sam.1 vanelen.v a,tlhldmMYNrAWM O-km is .1.rot a MUMlom Mrgo� uWlQ�ptleL3rennaA vemly law gLlkodlry ofCeYm mmietartm]genemv 4c...Ik[In`o Moll¢ num Wdg tlal3n a¢4q Yvkaletlhto gevenl[uc4hq olMN W,A Mmwebm]/a clw�d membenwJy.7tbdke-ftwvroi bmmFnymmadhs mlbaip e kdkalM.tluuJe.rkluery neclkn[M ba:4V al lnnws aiJ'ofIm6 reeANWiNI OutlllF OWma.M&a.ap aC91 WIMMCMNaMI ree4Peb EMBad. e41My MbanOXm aWIYAe Dom Iw%rrle WtlMe.21a N Lae Saae1.9J1e 31 R.Nera,tBl¢VR'RJII. Tang.FL 3%10 Job This Truro Typo city PM A Lava 9100s0 1082670 712 CABLE 1 1 Job ie Io BllContemner 6yply, Jealousness,N.F1B.OtOSApr 20 2016 etur Mm 0112016 ID:WOGZpBVPB _ NMeVwEtl& DXgUUPXGC%qbi_QDKu2wO2HLcGjE 330 6E-0 330 330 4%5 11 SOK-1:17.7 3 7.00 12 2 II 2e, II 2 5 1 Lj ji W II 6 2a4 3A I 3,5 I a5 11 330 + 880 30 3yD Plate Operates(%,Y)- 110-2-0 0-0-13115:0-2-1206131 LOMM(pal) SPACING- 24120 CSI. DEDER.. in pec) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 5 TC 0.10 Veri 0.01 6-13 >909 240 MF20 2"AW TCDL 10.0 Dmber DOL 1.25 BC 0.11 Vei -0.01 6-13 >999 183 BCLL 0.0 ' Rep Stress Incr YES WB am RrI 1 1 Ne We BCDL 10.0 Coale FBC2014?PIM7 Mettlx-AIS Worght:321E FT-20% LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Structural was,sheathing disdly applied orb Ooc pulls. BOT CHORD 914 SP Not BOT CHORD Rigid caping diretllyapplied or 10-0-0w sending. WEBS 2x4SP NO3 OTHERS 2x4 SP No SLIDER Left 2x4 SP No314-0,Right 2%4 SP No3Ifi O REACTIONS. (IMlze) 118NQ3-8,5=2fid0.3-B Mar Horz 1=38(LC 11) Mar Up1m 1=941LC 12),5=94(LC 12) FORCES. (Ib)-Max.ComaNa%,Tert-Allforces250(IC)orlsssexceDtwhenshown. NOTES 1)unbalanced roof live loads have hear aosideretl for this design. 2)Wind ASCE 7-10;Vult=lWmph(3 emoted gust)Vaed=101 mph;TODL=5.0i BCDL3.0psf;h=2511;B=4511;L-2411;aerve�11;Cat. It;Exp B;E I.,GCp1-0,16;MFRS(dimcdonN)anal CO Extehor(2)zone;porch eft and III exposed;CC for members and bras 8 MFRS lar reach..shown;Lumber DOL=1.60 plate gnp DOL=1.80 3)Trans designed for wind loads In Me plane of Me Mrs only. For studs moment to wind!(normal to tho lace),see Standard mastry Gable End Details as applisbK,or consult qualified dtilding designer as per ANSVTPI 1. 4)Gable studs epesd at 1 4-0 oc, 5)This truss has been deslgneid for a 1O0 pant bottom shad live load nommncomenl will ery oths live loads, 6)'This mss has best designed far a live load at 20.01 on the bottom chord In all areas where a rectangle 38-0 tall by 2-0-0 wide *it fit between me boson ahON and arty other member, J)Provde meManical cwtnectlon(by unseen of Ions to beadng plate capable of withdnarding 1001E up]III at loimlen 1,S. QWINMW swev,ewrva v�niM�mCPE1a NOlE8IXI 1M9xNa M'CL UOEa IMEN aEFEaxHCE ViaE NN)O]nr.ta0.VMI56EfOPEVSE raYJll WId IonneaYY�MKleeonmebn Ra tlm¢I aCe>c]wJYupon rxnonelns9ww,oxl aloe m LVJIWmI WIJTj coingvrenl.ml Maaes nBelae v¢,d¢tuYUrp�41a IM>NveNy Meq'gk.WllyoldwYyl pFmlefeaaW goralYb"-o q^ola IM ae47n FIOIMwwd 6({n.narn9lm�aledaaaerwrl M<Nryollmmdw nawweoaularamre merrMa.oNr. xrortl Kmq.aYawnw�.>�ml.any MiTek Mellary adwart�e domio NmYIINax1ogandIJCd"Ya whoa`aru lmlul YllsaadgWedydaa�ao.tairdpWu sussing reaaCLy Me kMnIM,ilacge delNay,a'ecXmm]Maclry of Mece ueudmsyYelIv,sa Il91VI1assury..CIYMo,pla-09aM aLL aulMnp Carrpaxnl 6900,,FL Iiii 33 aNO. LdNylrYanwXmwW4a M1cm els Mle NSXdee.RlBN.lee Street Sl@LIR,Ne%m9h Vh Y131 E. ieiry¢FL a3ala Jo0 T. T.Type OIY H1' Meetesle 10828T0 113 Hip GiNa 1 TB180030 Buiblrg Comporlml EtggH. JeCke0rniIN,H32968 Job B.OIO a AH2 -'6 Mi e�kIMUCN a,Ire. Mm ARa2g00:33H120feP f 10:dIOG2yxNP3BUB_)bVMpVywEtl-e4NBIJ015EpL1G81gOCR928o3qSlyspXgOgpywOja la0 sad 00; s]da sad 1008 11a 111 tact cad 1.4d . dn19 as t<.P ou9 y uza 1s9d nsP ?09 170 180 5o= Bele-1973 13 4] p 15 0 17 NAILED M NOIIEA IUM1ED e ].CO12 Wo; a""d W D WILED bb MM2= Srb l 3 0 1 IL 16 1 moan, 50 24 1 II � x u 41,30 42 49,20 44 4520 If w 412 II xuLED NAILED 410— NAILED n e— .2 II NAILED NgIIED WALED 4s= �_g %15 npf 14-2-11 1590 17-5a Plate 011aels fX Y)- 11'638 Etlgel r3'03-4 E0➢e1123'4 1116 0+4 tr3151125'tr9'+Etlml X73 >195 1-7-0 180 LOADING(psi) SPADINf} 280 CSI. DEFL In (bo) vow Do PLATES OLAP TCU 20.0 Plata Grip DOL 1.25 TO 040 Ved(LL) -0.05 28-27 >9% 240 MF2o tW V190 TCDL 10.0 Lumber DOL 125 SC 0.57 1/ed(T-) -0.132827 >9B9 180 BCLL 0.0 Rep 3lremina NO WB 0.88 H." 0.02 25 Na has BCDL 10.0 Code FBC2014RPI2007 Mainx-MS Wall 1481b F7=20% LUMBEM 6RACR4E4 TOPCHORD 2x4 SP No.2'Excepl' TOPCHORD Structure!modsheathlo,dredlveppleedor5-85 on guars. 821:218 SP Not BUT CHORD HgM Wing tlreclly applled or 160.0 oc bled SOTCHORD 2x4 SP Nat JOINTS 1 Brace of Jim):9,18,12 WEBS 914 SP NO3'ExcaPl' 2326:2 SP No.2,19-20,1931:98 SP NO.2 SLIDER Len 2x8 SP NO.2 Right 2x8 SP NO.2 186 0 REACTIONS. (Iblslm) 1=70Wtr3-8,25-701 Y3-8 Mex HOM 1=97(LC 7) Max UPIIft 1—2211LC 8),25=-140(LC 8) FORCES. gb) Max.COmP,Nax,Ten.-A!!forces 250(Ib)or less except"an shown. TOPCHORD 1-3=812271,34-1091/369,4-5=8651303,59=-fou iIXi,7-9=6691303, 9-11-669/303,11-12=fi6513J3,12-14=6 /303,14-16=-669/303,1&181 5, 18-19=-521205,19-21-319134,28-25=4124/1aa,46=49596,6A-467/125, 810.46&1 W.10.13=470/173,13-15-465/174,1517-454/147,17-20.-5351130, 20-22-7401183 BOT CHORD 1- --1]]/809,29-30-1 T7/808,27-29=-2429W,262]=-15]/784,25-26-121/653 WEBS 329=-152/491,21-27=-122/3(10,12-13-1281333,22-23=81/383,1&20.-38W1W NOTES 1)Unbalanced nod live loads have been considered for bas dead 2)Wind:ASCE 7-10;VNL-130mph(3-sacond gust)Vaed=l Olmph;TCDL--5D sf;SCOL_SOpal;h=25f1;13-1511;L=24ft;eave=4ft;Car 11;Exp 8;Encl.,GCpL-0.18;MFRS(direcibnal);Lumber DOL=1.W place gup D11=1,1 3)PmNde adequate drainage to prevent aster porldbg. 4)All Plates are 2x4 W20 unless olhoneam Ino cafe, 5)This truss has been designed for a 10.0 be(bosom chord INN bed rgnmno.ment wllh ally Orion INe loods. 6)•This imse Ilse been designed for a We load.120.Opsi on the bot om chard In all areas where a rectangle 388 tall by 2-00 cattle All lit between NO bottom Chord and any other members. 7)PWAOI mechanical connection(by Othum)Of ran"to bearing Plane capable of Wihstanding I W lb uplift N joint(.)sompl gidb) 1=221,25=140. 8)Graphical purlin representation does not depict the aim or the O ardali0n of the WNIh along Ilse top m-wor bottom chord, 9)'NAILED"indicates 3-10d(0l Witts')or 292d(0.148'x825')toe halls.For more details mfert0 MTek's ST-TOENAIL Detail, 10)In dre LOAD CASE(S)section,loads applied to 91e face of the toss are noted as Iron)(F)or back(B). LOAD CASE(S) Standard 1)Dead♦Roof Uve(balanced):Lumbar Irlcmase=1.25,Hale Incomea_1.25 Unfonn Loads(pit) Ven:1-3=8q 3-4=60,23-25-60,3236=-20,413-50,13 22=.60 Q W4aNWa'Vanry Esalpnpn,amHenan4 gERONa]ES pry iMadHO XICtU0E0 MNExgE/Ea4NLE pApEMLL]aAm.' .Vl or aFoaEUSE De9q,vdltl Ica me Uryy wIT aa l�u*sIaeY�aammB.eBlwo-enu9e.lrIbMxNdaAIeWdgImaro,n tlgeyvdewdxmaauco,b1z-r9raHol1Mbwed wYY upm rmapranWelam Yaiew¢m wxl lata mYepNduy gMgdxp comexnnluann hdANq IIID:wabole/w orlon mamr>arewv.ndenora lwohoraywa Pem,�W¢1aaM9 M ek' 6 onvoys ep4re(I Nyn0x4WYUMiogavenlcdlgrg Win Ib9de peltwMagry altlgc{4ly ywngYe.rw 9errerd Pbxa IdNdtp nw dvk,Itkn iMo3a.tbyygy.erecrynayy yw;xgolMgyaN xlan'Memtaealll9l/INI OIpYIV CrI1xIp.0Yd9aM aCNWWpColOpy¢enl Uri IF..16M. 1NalY IMwnl4gr q'ydfaawn Ora Pgettlade,218 N.leealreal gryp312 NetuFyq VR2y314. ]erlq,FL 3Y10 .Job Truss Trunn Type Ory %Y .Mn AnasRsiawrn 8160038 10626T0 T13 HP Gfn 1 1 FMnustne BultlinB Component Suppy, Fl=% 8.010 s 2016 a4NOJ81SEpL. Mon AUg 01 ID:bJ0O2yxNP3BUBTpVMeVywEna4NBIJ015EpL1G01gOCF328WgSHtlsP%60or12yaGW LOAD CASE(S) StandaM Conti tmted Loads(Ib) Vert 3 2(B)41-3(B)42=2(B)43=-2(B)44=2(B)45=2(B) V waxxwn-venryeexanownmmtwvan4xeaoxor4s cx rxrs axo wctuosowsrtnsewxcev4aenaamm.rawnrsewnE ves WLy�va'k]lu use wiY�n MIIeIamnvaAoa IM tlesynk 4x�xfwYYuof feem net efmf—f p y ortdMRpwrynmLml a lnms cem 2elweufa.Ilw l.d 1 COLLarcx rtwvl vwlty lMa%Jk�IN ol�tlq�pvm¢ienuq Po��YawwWMO Rktlo6T nlolM ovwdl ff."s .Iffoff. kole�kwwevenlWMMo11MhMixlbussweDOM/wtlwvaman[enwilYMtllMvlbmMuiYVM�mwenia«IN ndw��eWeaaaaanYmalo we�eMedl«<e wm no.4uepw.w n4.yaq%merlyavrcpn.r&ea'amiadm.�.awalre nb Inlotalbn.twWd.MwwY.ma:Am mO da]naonnaeva'dlnnnNlaeu ceelXLT11NNMOI1Mb,DMJ9OMICL MYIq Cam00n•nl Wwp .6ee 6N6 sm.n�r'bmaXM mrclaue nwo Buss Mne mm�ne.zlan.lce street vpalrz.oleiniaw.v..zrzal4. TAi Ra ID Job Truss Tem Type Ory Ply Areslasia - - _ T919ewe 'find G T14 Common 2 1 Job Relerellce o lienal BMMinq CompawM Supply, JeWomille.FI32258 _ : Pagel IDWOGZy1VP3BUBMVMeVdGyfftOgVk]gFpNEaOapLgYOPUyGID s0UWe. it-0U 1]-5-0 sea 3oe a08 sso Sig= Srale=1:395 4 ]OJ 1x 3 5 8 10 N8 i Sib 11 B ] I4 9 0 M12 II .10= she 412 II 9d8 8808 . 8{e PIM OXsel p Yl- I ' 3OEd L I]493 Etl0e1 LOAOINO goal SPACING- 2-OO CBI. Do In (bc) 1/deX I/d PLATEB GRIP TCLL 20.0 Fate Gnp OOL 1.25 TO 0.43 Ved(LL) 0.13 9-18 x889 240 W20 2W90 TCDL 10.0 Lumber DOL 1.25 SC 0.57 VedQL) -0.18 912 '998 1B0 BOLL 0.0 ' Rep Stress liner YES WB O.aB Horz(R) 0.03 ] We Me BCDL 10.0 Code FBC20H,7PQ00] Matfli Wei 88 In FT=M LUMBER- BRACING- TOPCHORD 2x6 SP No.2 TOPCHORD Stimund word stremhing directly applied or 5-5-11 co pudlls. BOT CHORD 2x6 SP No.2 BOT CHORD Rgld celling directly applied or 8-2-1 t ot bectn, WEBS 2x45P No.3 SLIDER Left 2x85P No.2160,Right 2x8 SP N0.21L-0 REACTIONS. hembe) 1=097AT3-8,7�7I03-e Max Hoa 1=1wg1C 10I Mex Uplift 1=-251(LC 12),]=-251(LC 12) FORCES. P) War.Comp Mtax.Ten.-At tomes 250(lb)orlessexcept when shown. TOPCHORD 1-3=-640SO ,Sd=67V605.4-5i: ]BRU5,5-]=-8401807 BOTCHORD 19=454/554,]-9=45&854 WEBS 19_54&455 NOTES- 1)Unbalanced!root we leads love been corwidere l for this design. 2)Wind:ASCE 7-10;VGt=13Omph(3-saemd gust)Vasd=101mph;TCD1r5.0ps1;BCDLd.Op f;D45ft;B7 eft;L24B;ease=4R Cat. II;Exp B;Encl.,GCpi-0.1Q MFRS(diec0onm a1M O-C Exiadm(210.O010 3-041,IMedoN1)3-0.0 to 8-6,8,Extedog2)81 m 11-101 mns;parch left and light axposed;C-C for members and forces&MWFRS for reactions shown;Weber DOL=1.60 plate are 001=1.130 3)This antes has been designed for a 10.0 pat behom chord INe lead r nommen[with any other Ilse loads. 4)'This truss has been designed for a live load of 20,OPi on the bottom chem In all areas where a rectangle 3,5-0 tell thi wide will lit between the Lottom chord and any other members. 5)Provide mechanical connection(by others)of truss to beatlng plate capable of wXhslandirg 100111 uplift at loint(s)except GL-Ib) 1=251,]=251. AL-maid aEI0N0]E90N iNR 4Na X1eLWEO MrtENaEFENFH[EVA6EM>]OTJnv IaYYZ016BEFONEUEE. IRLP,veld la uce oNY¢IT ..,d xuwaloa Ma W43n Kd,,w oNY Wo11 VrnmdcrsNwm.mtl kla y MN,M buena m,.1.¢n 1.rot InmiyslMo 9elae Re bJMIN tla5ktne muslveMyIM<gMCKeryal defYslryvm¢IaeiM PnnenYMUWrsIa IMde#In Ftotteo MM19 deapn NskglMkMedialo PevmlLucNMolavAAJu]InmwUml/a clwvd membarsdYY.ML11kxM 1emMW rn)FeaNa'aX GacFN Mire k' aawnxreWNe rolnwnMN�atopreYw.leaNaron wmmwu+e I>a.�Ielwv�wwenva,arNa.Fol owed eMd,�Nao me rgylcplkn,ylpa9e.d&Wwy.ae[:MUA tmLp olmasiPq ms:Mem;�aeAHW1%I GMIh�wri DEl2aand aCal aila9iq COT9pwn1 sew ve,k.seY eMd. ayNy IMdmaXm avU/tle M1an Inca FMle M1WIMe.R19 N.lee Seeet 911e JIR.NewYaktVFYLl14. iairye,FL aY• 1p Job Thlw Trams Type Oty Ply Ancathroa 1`01680,1110828T0 T16 Gbmmon 1 1 Job Reference Mi c ticrel BWMirg Compawnt8upply, JedawMlle,Fl"Jt256 Son 0B Apr 202y1 re. Aug 0107H&XWJtooPage 1 ID:O.X1G2yxl VP3BU8_]XIVMeVywEd-XTUy9?AZ_s33HZ(WdieveTDTa]H6r%geKMootysGje I 4ao I eaa i ,Ana I vee Oaa 4.za ♦za 4ea ' 5xg= 4u1e=1:3a5 3 7.00E-2 12 13 ass. 4x5 2 4 14 9c0 II 1x4 II 6 t ] ,n4ry= a ate= 6 010= 46- fear 6_fea +ss lz tr:s, LOADING(psQ SPACING- 200 CBI. DEFL In floc) mdM LM PLATES GRIP TCL- 21 Plate One DOL 125 TC 0.45 Vert(LL) 0.14 9-10 sB85 240 NR20 24V190 TOOL 10.0 Luni DOL 125 8C 0,de Vell(LL) -0.38 &10 a3]4 180 BCLL 0.0 Rep Smess Incr YES AS 038 =Mff ) 0.02 6 We n/a BCDL 10.0 Cade FBC2014?PY2W> Mam%-M$ WeIpM:9]Ib FT-20% LUMBER- BRACING, TOP CHORD poll SP Ni TOPCHORD Stmclural wood sheathing dreclly applied or&(YO oc purilrls, BOT CHORD 2x4 SP ve Not except and rticals. WEBS 2x4 SP Ni BOT CHORD Rigid telling directly apple,or 100,0 oc blaring. REACTIONS. (IWsize) 10 58100.5-8,8�SB,8-]810-5-8 Matinee 10=128(L010) Max Uplift 10=]6(LC 12),6=134(-C 12),8=-59(LC 12) Max Gmv 10# (LC 1),6=634(-C 1),8=127(LC 3) FORCES. (ib)-Mex.Comp.aAm Ten. Allfomes250(Ib)orleesexceptwhenshaven. TOP CHORD 23=-632/13],31=-83013] BOT CHOflD &10=-1012 8-9=113/61$66=113513 WEBS 3M367,9=48],Zt0=805111],4-e=859150 NOTES 1)Urbalenr d roof live loads have been wroidered for 1116 design. 2)Wind:ASCE 7-10;Vult=lWerph(3-second gust)Vasd=101 mph;TCDL=5.0,xi BGDLZ.Opsl;11=2511;SAM; -4,I t;eave=4@ Gat. II;Exp B:Eocit,00p",18;MFRS(directional)and C-G Exterc r(2)61-12 to 3-1-12,Interior(1)3-1-12 to&&8,Exdertor(2)8 6-8 to 1166 zone;cantllever right exposed;"vertical laid and right exposed;porch right ex osed;G-C for members and force.& MFRS for reactions shown;Lumber DOR-1,6D plate grip DOL-1.60 3)This muss has been designed for a 10.0 psi Whom Word!live load noncencunent Mth any other live ears. 4)•ThIs truss has been designed for a live Icatl of 20.0,vt on the bonen choN in or areas where a rectangle 38-0 tell by 2-0-0 wide MN f8 between the bomwn chord anal airy other members. 5)Pnovitle mechanical connection(by others)at Ross to beaNlg plate caparla of wilhatmem,10016 uplift m jcim(s)10.8 except Ot=lb)6=134. �WOeNttIf. VMlytlWpnpenmwwexMaEAp NOTE.ON TNLPNO M'CLPoEO IMExaEfEN4NCE 1<..1171-1xcWIBBEfe xxx CeigiVlltl taco con 1 hNl1 covo-.a6.1),no MwW W�nL ane ea 4wwn.mtlamrm lMM3.M WWrgwn.me mr ahruecial Wlwa rT>a.lrewlmnangrer mrm.anN no tllpkwln�I� rx«a rena..wsw Wa.:ar,omirredo:pemrolreore'dl Wdp YJn axMptxAcabtl6ln rymronl Wclypol NNbIYJ InSww�mY/wcMrl menYtviaYy.NkfluM laryzmY�cen�vnnlb.i ek• k dwoyi ee rom lasWtlYlyaWro paverticdlgt"Ini in" I orb f9xyaN pWaly Wntru Iorg3nlund ,m reevdpIlw kbi,moalaa�.�'Nar.e�eclknaalMn:Yp ar lnmxrs�n�]Inexxryemx ueAH91TI1 QwXx CMMo.esad9aq K.I BUIIapCmparxnl reM PeRL Eep 0M. ]dNr Irnwmalbn tmlYMehan i�fkPe IntlMe.RIB N.Itee$heel.SJIe J12 NexaMM VPIId14. Tanga,FL 131M Job True TrusE Type O1y Ply Arsnfasie 10628T0 TI6 Rod Special 1 1 T9168042 BuildrN Componem Sugply, Jack ashle,F132268 Job ReMrence o0Ord 0.010 sA,r2 Mt,MiTek IMusMes,.. . Mon Aug 0100:33:132013 Pepe 1 ID:bJOG2 WP3BUB ]g1VMevysEs,-MUy9?AZ_a33HZGM6ieWTDe?erySWpeKHmysGla <8'0 080 116A 141-0 480 420 2-80 2-7 &2-8-0 32-0 7x10= BwN=13Bo 3 ]0012 34 11 13 4 dm 2 a e12= x411 12 e ttI I zea II I$ IW4= 10 9 45= NIo= bE 1 309 1140 141A 1]38 Plate Otlaets IXYI 150.]120301 IT 62-002-01 18:0.]-&C-6re1 LOAgNG gsp 6PACWG 2-00 CSI. DEFL In gm) bean W PLATES GRIP TCLL 20.0 Plate GOp DOL 1.25 TO OA3 VOWLL) -0.141011 AWB 240 MF20 24M190 TCDL 10.0 WhI er DOL 1.25 BC 1163 Ved(TL) -0.37 1011 x54] 1 W BOLL 0.0 ' Rep Stress Incr YES WB 0.52 HoralTL) OAT 7 We We BCDL 10.0 Code FBC2014/FP12007 Mavis-MS WeIpM'lWlb 17=2066 LUMBER BRACING, TOP CHORD 2x4 SP Not TOPCHORD Sins:Wral wood-hans"I dimply IPIIW or 4-11-7wpu0ins. BOT CHORD plot SP NO2'Excepr .,t and vaNrale. 4-9:2x4 SP Nos BOT CHORD Rigid belling direcdy applletlor 6-00pc b.l,. WEBS 2x4 SP No3 REACTIONS. (161s12e) 7=680/03-6,11�-S-6 Was Hou 11=-lM(LC 10) Max UPlle]=81(LC 12),11=69(LC 12) FORCE& (Ib) Mer .Comp.Mlex.Ten. All to.250(h)or less except sAlen shown. TOPCHORD 23=-674/149,3A---1311293,4-5=1329241 BOT CHORD 1011=1651651,]-S,-03&2110 WEBS 81 R-55926,3E=Wariest.58=-1008262,5-7=-2029/441,2-11-654/135 NOTES 1)Unbalanced root live loads have been conaiderM for this easugn, 2)Wind ASCE 7-1q Vu11=130mph(3-aecoad gust)Vavd=101mph;TCD1.=5.0paf;BCDLS.Opef;114511;111;L=11;eave>1X;Cet. Il;EV B;Encl.,GCpl=0.18;MFRS(dlrecllonah and C-C Esterlor(2)a1-12 to 31-12,Intermit)Of-12 to 36-8,Exterlor(2)8-68 to 1132,Internal)14-1-0 to 17-1-12 acne;and vertical lei)ox pared;C-C for members and forces 8 MFRS for reacmue shown; Lumber DOLL W Plate grip DOL=1A0 3)Protide adequate dbenage to prevent Water WMIM, 4)This abuse has been assigned for a 10.0 Pat batten chord We load IMngoncurbern with any other live bah. 5)'This truss has been designed for a Ilse lead of 20.Omf on the bottom MOM in all areas Were a repangle 38-0 tall by 2-0-0 Wide my fit bel Ween the bottom cMrd and any enter members. 6)Provide mechanical connection(by Where)of three to bean no plate Capable of witstandng 10016 uplift at joint(s)7,11 AWgaNWBaXlly JeNpnpramtlm anE eE40 HWIEEBN lMlegNa WCLVBEV aNEN aEFEagNCE Pg4EMFAR m.IP0YMI5 BEFOPEUSE. Orill,n vMl0lol uce oNY'MIh MI,Wmcwledws.MSJc9 klwaeycNYVWn Wwnele¢Yww,aMerwmYUTWYYYkIYg wxly�,Pzx.ml �� txldq�rlP_aWxMlYwYaleO hallo pew11[ucpllplolYxNLAly ilww�uy/acMvtlmar�nPONy.YHkaexxl gn Amb lM ovadl a dwrn,.l«yYa]b WMlbatllu peVenicMry.e wlmlw�Yepalwld Yexy n,d ryopem UUl11 lnlaYww Gelmwla1ld2111g 1' Mit. Tek MxkMM.[luroae.pMNxn'.awllmae'1 NB. ba WIIVrd PXM1c6le9wM9111e bacllpol MnMiaN M1u6grlemr.reaAX9VIR1 WMy CRNb,peademtl LGpl We9lq Carymnl < Taroke Eesl BXtl. 9aYlY lnlwmaXmaWIRAe M1wnl�Npe aeYaxa,11 ,(ae5hael.aJ@31R,Nellm]p VFY131 a. elrye.FL 33610 Job Trlm Tues Type City ply Mauricee 7916000.1 Inseam T17 Root Spedel 1 1 Job t BUIIdrN CmnponeM SuppFy, JNksam11N,F1322Y IDbJOG2pTVP30UBfftV!Aa"Ec1 MMLBBI9BWO"VNB W127BgC=1VUNvfGIZ Vi-N-0 T2 t-0 ~ K0 b2d —90 �Y S28 IrriD= Scab=1380 3 ]m 12 w 11 2c4 4 67rK` 4.s If 1a e 2 15 t2 n n as 11 d 1 0= E.5= 9 10 e n 4#= 4x10= x411 0 1180 1]30 BBd ?DB S80 Plate OReMa D(Y} 150.5E 0 3>1 I ' 8O3-0I LOADING(psR SP-MG- 2- 1 CSI. DEFL In (roc) Well 1W PLATES GRIP TCLL 20D Plate Gdp DOL 1.25 TC 0.43 Ved(LL) -0.14 1011 >999 240 MF20 24W190 TCDL 10.0 Lumber DOL 1.25 BC 083 Ved(iL) -0.351611 >578 100 BOLL 0.0 ' Rep Slreae Incr YES WE 038 HoUdTL) 0.0.5 7 W, We BODL 10.0 Code FBC2014RP12007 Matrix-MS WegM:109 lb FT=2086 LUMBER- BRACING TOP CHORD 20 SP N0.2 TOPCHORD Stmctuml acol sheathing drecty applled or&.043 oc purlins, BOT CHORD 2x4S1p N0.2'ExcepC except end vedioafs. 4-9:2x4 SP N0.3 BOTCHORD Rigid calling drectly applied!or 80.0 OC bWIN. WEBS 20 SP Na3 REACTIONS. (11,512e) 7=61si 11=680/0-5-8 Max Hors 11=108(LC 12) Max Uplift 7=E6(LC 12),11-62(LC 12) FORCES. (lb)-Max.GOmp,00.Ten-All to.260(Ib)oriess except Wnenshown. TOP CHORD 2-3=67Wl40,3A--1293292,4-5=1327271 BOTCHORD 1011=-19&651,]8=-28511234 WEBS &12-9V635,"=-22WlM2,S8-42&14 .5]=-129N2]2,2-11=E5N126 NOTES. 1)Undefended not live loads have been considered for this design. 2)Wind ASCE]-1P Vult=130mph(3-second gust)Vasd=101 mph;TCDL6.Opaf;BCD".01at;R25d;8=4511;L=246;eav lft Cal. 11;EV B;Encl.,OCa=D.18;MFRS(directorial)and C C Exhaor(2)&1-12 to 31-12,In%dor(1)&1-12 to&B-B,Exlerior(2)&8-8 to 11-5-2,Intellot(1)12-"to 17-1-12 zone;and vedlcal lett etatosedC-C for members and%rtes 8 MFRS for readt aas sh.; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has bean designed for a 100 psi bonam chord live load nonconwrrent Mh any other live Ideas, 5)'This Buse has been deli gnetl for a live lead of 20.Opaf on the bottom chord in all areae stivie a.",I.380 tall by 280 since Wel ill transfer the bottom chord anal any other members. 6)Prevne mechanical connector(by othere)of imss to beating plate caped¢of W1tretanding 100 o uplift at fonds)7.11, A ars.-VMI JNanpusm.—entl PEI¢NMEe oN.4e.A LVOEO MIIEN PEFEaINCE IGOE MF]IPJ m.sacas1E aENPE Use ftsm Un MYJ Iw Ina wYy MA Mlal@pon¢clws.Rkdetl9nb.oory Wanetelaflwtm.aMgIw,n FJlukxq L+AkAnt roirt 'lenl.rot Iluirylpn.B31pB Ibp.Me WA1paeWrer m.W WIIN tl6tYMIadIN ol�xPt paannlersalW goW1Y Lcwpaab Rt CeIL},ItMr Re mafl dlJptpyJn.RIXlglxlcalatl Nto Pavatlr dlCHgallgA]Ixl LtawebOtl/q CMxtlmem[aeaYy.I6]IIwIJ N11yN1Oymlwnrvwrtid¢xg YWgov,nofOepQAry mtlbo an't dlw IMeoi on" aamrl MrYm]pcftGsew pe MWrmtdpb�r repabpllw aBW Pelb Ess BM4. ,sine, appy.rbFret fora Amari rental Inussal M.LryalfZARNL/MI VAMy<Mb,pHJ9aW NAI augnOdampwlFM MIy aygmprygt mY'tM M1pp Inn Ryle MMIt1e.21a N.1ev511BB1,axladlR.Nmatll¢VRZA14. Terlpa,FL 3Yta job Truro T^�Type Ory Ply Anaglazie 10828TO TIB ROW Special 1 1 T9160D4C Building Catapulted Supply, Jmksanvilp,F132256 Job Rotererce tonal B.D10 a fpr 202016 MlTea Irduabes,Inc. Mon Aug D1 08:33152016 Pagel ID:bdpG2yWnBUR_MIVMeVyM-TrciagBPWTdnW6O4 NEUITIRPR2ry]1en2Mafy d80 B&8 161-0 1-. . E-SO 623 td-0 ]-2-0 ]*10= Star-f 39.0 3 3x8 4 5 8 7.00F1-2 14 15 is 3 2 a d 12 2tN 1 nto= 9r4 II 4 11 10 6 ala- ala- 2a II PB'e t1b-0 t]SB 88B 2$3 SPB Plate 011ceN fXY)- IS0-38P341 LOADING (pal) SPACING 2-0-0 CM. DEP- In am) Well IRI PLATES GRIP TCLL 20.0 %ale Grlp DOL 1.25 TC 0.46 Verl(LL) -0.14 10-11 AN 240 MT20 24M190 TCOL 10.0 Lumber DOL 1.25 BC 0.62 Ved[TL) -0.3610-11 An 180 BOLL 0.0 ' Rep Mr.1. VES WE 038 Hor2(TL) 9.,a ] IVa We BCDL 10.0 Code FBC2014 PQWI Metrix-MST Weight 1101b FT=20% LUMBER BNACNG- TOP CHORD 2x4 SP N0.2 TOP CHORD Slmcbrel wood sheathing dinoty applied or 53-1 or,pufle, BOT CHORD bot SP No.2•Elpepl• small 5-9:2x4 SP N0.3 BOTCHORD Rigid ceiling tiredly applied or 60.0 of b.,,, WEBS 2x4 SP N0.3 REACTIONS. gblsi2e) ]-=dGptb1- ,11=BBW0-53 Max Hort ll=14l(LC 12) Max Uplift L-11l(LC 9),11_53(LC 12) FORCES, (b)-Men.Cotap.IMaz Ten. All braes 250(Ib)or leas except erten Shovm. TOPCHORD 2-3-- nA2234=-951/232,4-5=-9091211,5fi=918214,6-]=6181182 BOTCHORD 1011=2161647,58=6(3/186 WEBS 810=121/650,&8=-1]QM]3,6 -23flry0o52-11=E44/10] NOTES 1)Utbe anced mol Ilya batla have boon consideretl for this though. 2)Wird:ASCE 7-10;Vul1=130mph(3secmd goat)Vaed=101 mph;TCDU5.0pst,BGDL .Dpsl;h=253;"Sit;L=24ft;eave=l9;Cal. Il;EVE;Erol.,GCpib.18;MFRS(tlirediand)arta CC Expdor(2)0-1-1210 31-12,Intermit)>1-12 to&8.0.Exb Ioh2)SB-8 Im 10.1-0zhne;and vertical ldl ay osed;C-C farmembos and forces 8 MWFRS for reactors Shaw,Lumber DOIr1.60 plala gdP DO61.60 3)ProMde adequate drainage m proved vele,po sfir, 4)This Ines has been designed lora 10.0 Pat ballon Chad live bad mncon utred with any other Me loads. 5)-This trues hes been designed for alive land of 20.0pd on the bo9om chord In all areas whoa a rectangle 38-0fall by 2-0-0 wide ell ft helween the Whom chard and any other members. 6)Provide nnechenlwl connection(by others)of Muss to bearing pate capable of withstanding 100It,uplift atjohni 11 except 0Qb) ]=111. Y W4PNw4 VMy Catrn puemNnenLflGONOIES PV rWe s...ee..aEFEa .VR6E M4)9)]nv.INOYNISeEWPE VE,,. f#Ygl trcLtl la um um,thehM1NIeMW conrecWn.aStlnWjlppaeOgJYaW11*'�wnmaa5vwm.wJls not mlMhkMvtl p9cYlp cgnnxrenl.ml LigryYem Pabeconn dM�Yg�Y9rwmuslvMyll'ngylkSplyddeYYd�pa'alinlrnpq p[ry�rlV hcdWlaR IMGmIyn Mollaowxdl aap460aUa.9afgIMLMetlabPewnld tleV dYxMMM Ir�mwebatl/acMtlmanbar uiY.MEMW bnnt>vvW maParmmlbaclq M L, sawalx legietl lw rraQlmablo aevenlcres,.1 hit atmlu+ er ards"'I a rmulen dfibcclep arpM '•' ~ PNtaIbL Nauta d&Nery.aecrMaq dacllgolaimmaglnpryalarc NNe4MI NearcntxN,D9B-p9 agBCp BUFlgcanpOMN EPN hath EM eNE. ayNy Irlpnpllm aVy:de Dan aiu WR M6P4e.210N lea Saeel,hila 31 R.Neiptliq.VRRRJII. Telrya.FL 19Et0 Job Tmee Truee Type ON PIY Naslazie T8189016 �10828T0 T19 He11 Hlp 1 1 Bmdm9C porWMSrgpty, JeckeanwlN,F132258 6010sAF232016 M1Tek IMuaNea.Irc. MBnqug 0108:33:152016 Papel IDWO02yxNP3BUB ]roVMeVyxEtl-TlciagBpWTJnWtW3sBNEUITTRnRLZ]1em20pysGjY 4912 BLO 1160 1]68 6P12 LB4 220 SBB h10% Seel. 1384 a4 I1 ass- 3 4 13 14 is T00F12 4x z 12 j 11 SAN, 11 1 mfn= llllll 914 II logs= 9 B 4d0= 2w II 9N 11EL IM-8 9L0 2-20 SB8 %ate Oftaela lXY)- 18:0-fi-O Etleel (/'0380.2-81 LOADING(psf) SPACING- 2-GO C81. OEFL. in (roc) Udefl Lb PLATES GRIP TCU- 20.0 Fate Odp DOL 1.25 TC 1: DEER. 910 >999 240 mi 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.75 Vint 8A5 &10 >456 180 BCLL 0.0 ' Rep Stress Inc, YES WB 0.41 HOrz(TL) 0.02 6 we i BCOL top Code FBC201UFP1200] Mebix-MS Wel 11511, FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheeO1ng theory applied or 6-0.0 BD Pull BOT CHORD 2x4 SP No.2'Except' except end vedlcels. 4-8:2x4 SP No.3 BOT CHORD Rigid ceiling directly applled or"0 x bracing. WEBS 2x4 SP No.3 REACTIONS. go/slzej 6 B0.r036,10=eeNb-58 Mex H.. 10=1]5(LC 12) Max Uplift 6_13i 9),10-42(LC 12) FORCES. I-Mex.Comp IMa1c Ten.-All tortes 250(Ib)or Iris except then shown. TOP CHORD 2-3=641 1104,3i=-838/1]1,4-5=855/1T1,5{62l200 BUT CHORD 9-10=2504 4-]=295/145 WEBS 7-9=-146705,3-]=1=70,5-7—c 8q 2-10=626198 NOTES- 1) OTES1)Wind ASCE]-10;VUU130mph(3 aecontl gus)Vasd=101.ph;TCDL=S.opst;BCD1r50psl;III B=15q L-24ft;save=4ft;Cat. II;Exp B;Exi GCpbO16;MW FRS(directional)and C Exledor(2)0.1-12 to 31-12 Udedo,(1)3-1-12 to 9d-0,Exterbr(2j 9-4-0 to 138-15 zone;end vertical left eeposedC-C for members and forces 8 MW FRS for traction shown;Lumber DOL=1.80 plate ED, DOL=160 2)Provide adequate drainage to prevent water ponding. 3)True truss has been designed for a 100 psi bollCm Chord live bed rlonwnwnenl w161 any other INe loads. 4)'This/mss has been assigned for a It load of 20.0pN on the Waom chord In all areas where a rectangle 38-0 tall by 2-0p vide x111 fit between Ne bots.ch.d and any other...1xi 5)Pmvlds mechanical comleglon(by others)of truss to bearing plate capable o1 wlllutandlrq 30911,uplift M joint(s)10 except Qblb) 6=130. Q WIINNfi VMN4aryn grnmlm mC READ SOTE9 Us TIOD AND WCLVOEO MIEN Renou NCE PIOEI6]07 m.1WLAla BEFORE USE. reason.la ue cWYw'IINMIIeYIDcoemcMi.Bw`NWjr k LvicvlwYYUW 1 Wuenlm Lwwn agkMm MMOu:x dAtlXp atgwrnt rot dIn9sylm.BaMeue.Ilw W 1p�LLyurmW ve111y1M U1gkWIN oltleYjr Warlelemad gcparry Molq:rap 1116tl%Mn Yrlollw wertll lUptlNIPr.W¢tg Mcalalalopavatldctlxpah'NYa1y NRNNU.q.Unremnexon,..lmnmmonarpsernoenl.no k• tRwvryregwedbsldWyaWlo IXeVP11 Mtxra wllbOudeOelwxxxNk.yatlpcT¢rlybaMGe.{q(qr¢m p4Ace repaJp Me HVLUIbl.slorOJ..MWBry.aecbnaM dWpO111�sad Nasrelemv ecewXq/RII OuyNCMM.DM Hard CSI BUNMpCwnpar1x11 aW<I E.PH. HMy NlpmpXM whoa III leayle Mle RXWa.218 W e weer.anto 312.Asex�lty VAMIA. T....FL 3M10 Job Truss TABS Type Qty Ply Amsteeia T9168040 I1o620TD T20 Half Hip 1 1 J bPa I &Nmd Gompomni 9applY, JaclBohlWlle,(132256 ID:WOG21NP3BUB ]NVMeVpNE - AIaOGRHnP B190cZCcm5r1Ar HDMAIWCYGyaGIX SB42 fl+e 9J0 5812 SBa 511-0 bb= l4 12 13 14 W 12 3 ^ p a i m 2 !fi G 1 .5,12 N4 II 1a 8 0 2N II am= 2e, M12 58<2 LIM t]3B 541SB8 PlateOffsel (/'0340.2-01 COMING(psl) SPACING- 2-0O CBI. DEFL In (hoc) lNefl Vd PLATES GRIP TCLL 20.0 Plele Gdp DOL 1.25 TC GA Ved(LL) -0.05 67 x999 240 MT20 241/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Ver(TL) -0.12 B7 X989 190 BCLL 0.0 ' Rep S9ess Incr VES WB 0.2] How(TL) 0.01 6 No We BCD, 10.0 Coda FBG2014/TPI200] McNx-MS We19M:11510 FT=20% LUMBER- BRMING- TOPCHORD 2x4 SP N¢2 TOPOHORD Slrlwlural food sheem,drec0y applied or 5-11-1 mpudlm, BOT CHORD 2x4 SP No.2'Essepf except ao vemcals. 46:2x4 SP Nd3 BOTOHORD Rigid m111m,drectly applied or 1000 Gc leading. Except: WEBS god SP No.3 600 oa brandog:69. REACTIONS. gb/sl2e) 6=B�I030,1R6B3Po-58 Mex Horz 10=199(1-C 12) Mex Uplift 6=-121(LC 12),1P 29(1_012) FORCES. (to)-Max.CompJ%1 .Tea-All lomee250(lb)Glass except¢ben fftovn. TOP CHORD 1-3=6B W .64 fI67/126,4-5=500150,56=-821/213,1-10=62590 BOT CHORD 410=-242/319 WEBS 791 6-7=-2aV667,1-8=0A546 NOTES 1)WIN:ASCE 7-1Q VUI6130mpb(3-secontl gust)Vastl=101 mph;TCDL3.Op f,,BCDl=S.Opal;h-25ft;B=45f1;1-24ft;sat Cat. ll;Exp B;End.,GCpI=0.18;MFRS(directional)and C-C Edelior(2)0.1-12 to 31-12,Inttime(l)31-12 to 111_0,Extedo(2) 11 40 to 15815 mne;C C for me rmare and forces&MFRS lot medians s0ovm;Umber DOL-1.W plate grip DOL=1 S0 2)Provide adequate dra age to prevent Weter poNing. 3)This truss hear been designetl for a 19A par boflom chord live bed mnconcument WBI any o1M1er INe loads. 4)'The truss Ilea been designed lora live load of 20.Opsl on IN,bottom cM1OM In NI areas Wbere a rectangle 36-0 long by 2-00 Wale WO fit belWeen the ballon chord anal any ottrer members. 5)Pmtdo meduanical connection(by others)of tmse to bearing plate capable of Wllmtancing 100 to uplift at IdM(S)10 except ipt ) 6=121. �WARNWGVWry MNanpuernRx.uYaEAa NO..red INe L.MIIEN..e fo"Io ne Iaadol6 EFONEYSE. beWjl Wa wlGw�.+r yam Sx�la+�.mre.:w,.hmd«ym aea«a�+ �wm I�ImeNm�fowrt�Iwala u,�a nwaLxl�om,r>omm�,h Il�xyslem aat«G are.ImI�.BOV msv«rGwlwnry loeggcaoiMdamrn rprem.t«.aw1.oP«Iv..++P«GN made,d,�nmP,.Iw«dh awlq carpi.awNaacmedemwerarnlaaavgab5a rwnw.oav«olwe m.rril>ar.mv.Add�rd NrrR>o�r�dl>mlbr«nldsac �(• SW.'WIraNNJ-bfI2AlNadwPeWnlcdoDa MT1 'hemmxW tiF.Yotl Pro(«IY dvngre. twg«Wd Wduce NgaJgIM . Tur, a1BNa. gTLtdblilao}.tlsYu9Y.«ecllmagaacip ollnmaSaMlns yp«n6 m6W8I/IRIOUR/MwhwadYUW ICY BUIIaPCOTpOnnl T.npe.fl a.gto WENy Ird«molbn u't#JSM1wn 1MFlablxMAe.218 N.LN 51ree1.9Jw J12.NBMrcNN VRY131 a. JW Thes I Argentina. TO18B047 10628TD T21 Helf Hlp 1 1 Job RBNrerce 'inN BubirB ComporwM Supply, Jeckaomille,FI32256 B.SU6- r202018 ,I PErl0u DqN IniRaSAIrWoA0:5lmPU0F"yPage j ID:UJOG2)xTVP3BU8 ]ttNMaV17E8 EkS?M0324NIBeSAHjrJJIXAFY51evPUyF&1iysGjW St4t2 10-1-0 1]SB 51412 ]64 5 11A NII% Sole-1:518 N4 u TOO tz 5 14 6 ars II 4 ae 13 i 3 hs o c m 2 �a 12 4ss 1s 10 4u= ]no= 9N 11 0 B .10= 2A 11 slo-tz 1: 9se 51412 S]d SBd Plate Onsets(%Y)-- LOADING(pspSPACING 2-60 C61. DEFL. In (0.c) IAW Lid PLATES GRIP TCLL 20.0 Mate Grip DOL 1.25 TC 036 Vertgl) 4).05 76 >999 240 M]20 24WIN TCDL 10.0 Limber DOL 1.25 BC 0.38 Ved(TL) -0.12 76 >999 ISO BCLL 0.0 ' Rep Stress lino YES WB 0,67 Hon,(TL) 0.01 ] We Na BCDL 10.0 Code F8(32014 112007 Matrix-MS Weight:127 In FF=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing dlreosy,applied or 5-10-12 M Wu , BOTCHORD 2x4 SP No.2'Exoept' except enn varlios. 49:2x4 SP Nod BOTCHORD Rigid ceiling directlyapplied or 10.60 acbMdrg, Except WEBS 914 SP N0.3 600 no dracid,910. REACTIONS. (Iblsim) ]=8300.30,11�BO.q-SB Max Hon, 11242(LC 12) Max UpllB]=138(LC 12),11=-13(LC 12) Max Gray]=] (LC1]).11=380(LC1) FORCES. (Ib)-Mex.Comp Mac.Ten. All lorcw 250(Ib)or less except wfien shown. TOPCHORD 1-2=-85W41,2-4-67M4-5=841/1]1,1-11=624/89 BOTCHORD 10-11=-28513]3,]-8=90&315 WEBS 810=23 41,58=19803,54=611205,1-10=0.153] NOTES, 1)Winn:ASCE]-1q VulLl 0mph(3-secand goat)VBad=l OIMM;TCDL3.Opsf;BCD".Op f,h=2511;B- M;L-24f;ea ft;Cat. It;Elp B;End.,GCM=0.10;MFRS(directional)antl GC Extenni 0-1-12 to 31-12,Inlellor(i)31-121013-4-0,Elderior(2) 13-4-0to17-1-12 mne;and verfical left expos iformembels and fomes 8 MWFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=180 2)Provlde adequate drainage W prevent water donning. 3)This truss has been designed for a 10.0 us bosom chord live bad rwnconcunent with any other live loads. 4)'This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a redargle 380 tall by2-0�0 wide van fit between the bosom chord antl any other members,with BCDL=100psf. 5)Provide mechanical connection(by olheng 0 truss to beading plate capable of withstanding 100 In uplift at ping(s)11 except Uwlb) ]=138. Ai,WANNW4 Venly Oevlpn puemmrx.m111i a4IE90W1M6 ANO tll[1.11 aEFE .YA LE.1171 m'.16935pI6IEFpaEYeE. IIZSX,n Wa mr-ary Min NAIUM¢9wnrecMn.a40sign aha uun r«m MI.dpp wn4owt m1 M1�msysbnr.Eblwe,le tt'e GilkkYl dnbrer mrel aeaNa¢gpkcM11Yo1Oe9nnlwanerwsudltT�WnYYcaP'+re�N 1M�4rIMolM mad Wdydtldn.Haig McareOalo Pevenl WClrtrq WaKKh]W M1wweDad/ucM1+Cmemta Mw.hklbM 6n0.�YmlCwrrvwntdai- q M ek' adwWfr pled MekdmadwPevantcdltRewlln W¢L#s(wxarl te.YaW VOPorIYd�n�. rop a41Pb reWN1q Y¢ Mw FWb-BNtl. ledtallm tMaJe.tlJNery.erecllmagdacaga M1imes and Luumlam.a9MrLV/rvN Gnery C,MM.pMdf m]N'R PilnPdWaPW W^r 9y.N MpN,1Yin mJQJSM1an Iw Fbb.YM0e.218 N.1ee SM1ee1.940.]11,Neagh VTZ[a14. Bona.FL Si8Is JOU T. Turns Type Ory ply ArsstesI 91680 8 '10826T0 T22 HIP 2 + Bulldlp compolwm Supply, —....llle,F192258 B.ui v a Apr 2020+6 mi I As lneriame.m. Mon Aug 0108:33:1820+6 Paget 20 6) ID.PIOGZyxTVP3BUB MVMbW eEtl-KVIDiEm OhMNsisk E4sWsMaA m?ajc?,M,,qV z8]4 se 153.0 1)Sb 2280 2)-tt.] 3p3q 4411.0 8 i463 68A 5119 1F49 530 Sale=182.3 ]x6 3 ] 32 3 8 --g 10 35 3F1 M 5 � 4 6[0� 3 11 12 aM i 3+ 445 aM i 2 36 4 ac 3] 30 1 14 g _ hta- 48- 415412 ry �fd 33 21yere 26 2$ 7x10- g IN14 22 2+ 20 17 +6 15 4410= 4:+o- zd8 &ze n.&o 1]-Po n 0 zz.PO 2614 y$8 3a8P aan.o z4-0 9-z-0 z-1Pe &60 .o sao C66 6p0 4114 53L PMla O6seh(XY1- M'bt-12 P2-0111BQ3-062-01118'64-062-0111BP3&Q3-01123'6 - 2-0L f24P360341 !2842- I LOADING(psi) BPACII 240 CSI. DEFL. In B.) Weft IW PLATES 0111P TCLL 20.0 Plate Gup DOL 1.25 TG 0.J8 Vem(LL) -0.221&19 >999 240 MT20 244+90 TCDL 10.0 Lumber DOL 1.25 BG 0.]9 Vm(FL) -0.58 1619 >566 180 BCLL 0.0 ' Rep Stmas Ina YES W B 0.61 HaI 0.08 23 we Na BCDL 10.0 Code FBC2014TPI20W Mettlx-MS !ITgC3801b FT=20°: LUMBIEW BRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD Structural weal sheathing drec0y opplled a 2-2-0 do Pallns, BOT CHORD 2x4 SP No.2•E.IW assent and W"Icas,and 2-0-0 co pudiln(&l 1-13 am):&10. 328,&25,)-229-20,121]:2x4 SP No.3 BOTCHORD Rigid ceillrg dreclly opted or 60.0 oc maran, Except: WEBS 2x4 SP No.3 T-Brace: 2x4 SP No.3-7 23,919 OTHERS 2x4 SP NI WEBS T-B.: 2x4 SP N0.3-&21,10-19 Fasten(2X) T and I brarm to names edge M web MIh 1 W (0.131'win)malls,bin o.c.,wilh Nn minimum and data... Brece must onus,90 a of web length. MaHo REACTIONS. sl30 5845-e,23=1842N3615=1069/0.54 Mex Hoe W-11 1BU 11) Max UpliftGas 30="IU C 1),23=-58(LC 12),15-1)5(LC 12) Was Gas 30dJ8gLC 21).23=193fi(LG 17),15=1102(LC 18) FORCE& (IM)-Max.Comi IMar.Tan.-All forces 250(Ib)or Ides except when shown. TOP CHORD 1-2-T13269,23-803134+,3-5-)4813]9,5-6=8M440,6]=263!130,]�-549/3]9, 8-9-8)6'404,P10=48&403,10-12-2191/688,12-13=20801511,16+4=-1497/342 1-30=491234,1415=-1050Y251 BOT CHORD 2]-28=25410]0,]-23=-1179212,18-19-)&635,12-18=404231 WEBS &21=-10301188,)-21=-131/103.6-23= 68/60,6-24=2131818,1619-307"If. 10 1 8=33511 391,1618=-243`136613-16=-)131204,13-18-660506,19-21=34444. 8 19=-681800,242]=-1351 1,2-27=-0))/126 1-29=-23]/68214-16-192/108] NOTES 1)Wind ASCE7-1d mad live Idatl3have Deancond gunttl ador 0i501 mph. 2)Wild:ASCE 1,G 30mph M ISsecondgust)and C C Exten TCOL l 12 ti;BOOL,lnt r r t)4-X;B-,1511;1=45X;save=SX;Cat. ll;EMR;Erol,O,Inter (l MFRS(tlimcti 4 zone; GC Etdedor(2)Qt-+2104)-10,C C bur(i a car 10 dforc s&MWFR 16-3-01o3,1 hosm;L m Lumber 343-10t,,44l914 zona;antl vemkal Ill antl 4gM eMosed;GC for members and forces 8 MW FR51or reactions shown;Lumber DOLpreveplatertr DOL=1.60 3)Pmpllan,as 2 taW20 common es prevent water p aced, . 4)All plates era 2x4 n designed r a 1Opae of bal etl. 5)TMstrusseh bean designs Iaa tivepetdof 0,efciftoon IIM tlmchord in al rth mairy em M,ve loads. 8)'This MusshashebottomCatl for alive load of emithe1 , Ilse bottom dwrtl in all areas wM1ereareclelgle 36-0 tall by2-0O witle wUII 18 between 811 boons cMrd and any)of tion, with BGDL gable of ])X-161 mechanlW connection(by others)of tmae l0 paring plata capable PI w8hslandng 1 W Ib uplift at joint(s)23 except gt=1b) W=161,15=95. 8)GraphicalAdditionurgh al parmrmtiom does not tlapld inaloe oras yeorienlallot of the Wisalong the ntop extra Meansame;required,9)Warning Atltlltlonal pannenent gird stability bracirg for muss system(mol part of this component design)Is always requlretl. �W,Moea VMIitlWpn parvrvl�n mJ aFJaaOIEB pe llgpep NCLVDEa MIIEx PefEPINCEP �q,wlYJlw uSe on V�'4m Mlukacmackn Rbtle9P�eL]aYY W��p+a�elerssluwn.o I,x I.rot a domrs,T-,ne.IM44Rp one e,mu4vwW ma gLiktsoN nncV WmwlaneM waad . a acLg McaledalopeYml wonnpanexxaa men<wmma/udwdmamM 1. 1 l dame M Ole 6 w.onreUNea 1«ALuryme roprevemmagaewnnpemevMNrvumwwwaK. h+w e e e,�+'1u,gp,oX,%1 �„ Idafalbl naaee. son wJ aWde. em ates Arm. s11, Mel/RB WM CnIMa.O5B.99oM aCA wsaln9componwp reare T,IL am Mad edgily Inlwn�oeon add.Ys Ymm tnrsRde IMw11e,Rid N.W$LeBI.axle Jl2.M,uvJh VRYld14. ia„p,IL 49610 Ijob Toe T.Type Oly PIY Aneslum retfie949 10828110 T24 PI9gWace Base 1 t .02 16 MIT"Irmndwll BInlEirlg GompOrwni Supply. JaCKKdrvllle,1132258 30I0 a AIVWVpUMWPlOFyLe6.IIllfMon YAug 0100;33:2o Uphl9e1 ID:bJOG2y11NP3BUB_]WVMeVyaExFgpPbtlOFYL?yiwllrPGYu0K4.SSWEyGSBwUPbtyaGlT 2ze sYe 1530 at 21111 3365 Will a —ase sao s7a 71] sass u.n 5511 snow SWe=t Ba.6 ami 'hd 11 bloc 2W II 0 T 3] 31 0 32 9 ffii 5 4 g Sea 3 33 9 12 -0 31 2 1 pO 13 y �d�m __ h10= h10= t 28 2l 24 23 - 2W II 10.14 34 II An 19 18 16 15 14 5`4 $d II 4x10= ard bA II 1740 L112 o iin.IT M Ulla 250 l a w n si sr15 uv F zlo ow Plate OlNeN Y 2:62-00-2-0 9,O OOE a 21;6986212 22;038034 920&18 LOADING(psp SPACING- 2-&0 CGI. DEFL. to (loo) we W PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.44 Vehi -00]2526 5999 240 W20 244/190 TGDL 10.0 Lumber DOL 1.25 Be O.N Ved(FL) -0.192526 a)l 183 BCLL 0.0 ' Rep Stress Incr YES WB o.64 HorSITL) 0.04 21 we Ge BCDL 10.0 Coca FBC2014?PI200] MMdx-MS 1113151b 1`7=20% LUMBER- BRWd TOP CHORD 2"SP Not TOP CHORD Structural wdod sheathing direc8yapplied of w pudlne, BOT CHORD 2x4 SP III'Except- except and verticals,and 2 0 0¢purlins(6-0-0numay 61 2-27,3-24,5-23,7-20:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 600 ac bracing. WEBS 2x4 SP No3 WEBS TBlaze: 2x4SPNo.3 821,821,919,10-18 OTHERS 2x4 SP No.3 Fasten(2%) T and I braces to narrow edge of web wi o IM (0.131"x3')nails,ern o.c.,with 3m minimum antl dstance. Brace must cover 90%of web length. REACTIONS. (INsizaj 283&&S6,21=2212088,14=8213/0-&8 Max Hi 28=218(LC 11) Mex Upllit 2B=65(LO 12).21=-215(LC 12),14-114(LG 12) M.G.28—8 (-c 21).21=2233(Lc 171.14=967(LG 18) FORCES (Ib)-Max.Gomp/Max.Ten.-Allfoloe5250(Ib)orlessexcadtwhensli TOP CHORD 1-2=530/129,2-3-37Wl22,6)Ar602,7-8-5`/604,91 892270,1&12=1089268, 12-13-1330237,1-28=4]5`110.1314=-922186 BOTGHORD 25-26-100rW2,21-22=J61245,18i19=25X0,18-18_-45/828,15-18=-13fl/1088 WEBS 2-2�524/153,22-25-35902,322=-401/t6],&22=-191079,&21=8821]3, 19-21=86282,&19-102]013,&21=12 022 93,&19=728r100,918=-9 58 9 5, to-18=821/188,1&18=15387,12-18=342/11],U2]=-11]/483,131'=-98928 NOTE& 1)UMaBnced hoof tive loads have been considered for this design. 2)Wind:ASCE 7-10;Vulk130mph(3secondgwt)Val 01 mph;TCDI-5.0psb BCDL=S.Opsf;h45i Be15ft;LvI51t;assedli Cat. II;Eery 8;Ell GCp1=0.18;MFRS(dlredloro)and C G Eadefir 2)&1-12 to 4-]-10,Intel 47-10 to 153-0,Extuti 15-3-0to 34&10,IMehor(1)34-3-10 to 4494 zone;and veNlcal left antl right exponew C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate gdp DOL=1 80 3)Provide adequate due.,.to prevent an pmeiig. 4)All plates are 4x5 W20 unless wished.Itolosted. 5)This Orae has been designed for a 10.0 pref Whom chord live load nenconcunent with any other live low.. 6)'This than has been designed fora live load of 20.0psf on the bollen chord In Ni areas when a rectalgia 3,6-0 ban by 2OB woe will Pt between the bottom chord and any other memberm,Win BCDL=1o.0ing, 7)Pmmde mechanical connection My others)of those to beenng plate capable of wheal 100 to upiifl at loings)20 except(fil 21=215.14=114. 8)Graphical pudin representation does not depict the size or the od6ntaticn of Me W 4in along the tap and/or bottom chord. 9)Waming:Mountains!Permanent and stability trading for that.system(not part of he.component design)Is always required. pw.aereas .«x4. ,,..,a...meaeaommustrannAlsowc�aaao,.naxeaaa.N�aPAWa 7473nv.laaaatseewaause. heWcn.lwuvs.yw'llnfalmooconn iwa.IM neaco.. "YamilonveesYvm,.odKIw avorl&rfde ue.Xa We1p Nalyr¢r musivally II'e gyYcdMllyo(desYjn ppaneleotM gµvny hcpRrMe RYsdx♦3n Tio tt¢ovatll Iwal9ded9n. aan9a,Md4ad a to ormacueu�I "nobamlmu l,�ab me/d prom mwnever y.naemra lemodwmdl�dm—tl.-N MiTek atl'xaMre.Taetl ld eYYMmaglo l.evenicnrtDawlln lwVtb�MWhUYOM gofPnY dmlane' ra Baled glWrce reP d9M 914 Pella EW get Sell YaWa,dHNry,xeclbn wN aaJrg of 18allL deatryslemcr wexur IPn..1aMrb.0.5\.weM aeslwMN9eonpalenl tdely Yewr,wXon Uvalde Yen lnm BUR IIpIIIWe.210 N.Lae 5aee1.9ilb312.01exmaay VR11314iallpa.FL 33610 Joe Tans Tmss Type OM PIY Ambient. T81E8060 t7 ro rzs Pegvbaal Baae ' ' e Ref Bui13M Compomnt8upply, JaWaMIle.Fl32256 O.Otus&V -2 0-8Ml klnduseie&Im. Mon WR?V9:33:212J18Ppe1 ID:WOG2yxNP3BUB_]33V 4 ywEd l?ar39e5J4WEdDP]mTiWR?apNNm?PeDNETysOjS 2S8 &id 1590 2Lltd 2Mb] 3984 3PPt3 4N 1-0 g5a 52-0 4id 663 511-15 SP13 S39 S1P3 Sul.-!809 0x10 ].W 12 6 2B ] B 3 0 2N II 3rd G 5 4 B 10 y 10 31 al8 32 R `1 33 34 1B 35 1Rlit a _ NIO 7s1e- I� 20 25 a T411 'a14 2M II 17 10 16 14 13 HN II 34 II "In= 6x6= G4 II 250 bid 11-60 1]-1-02 21-11-0 R]-11-] 3A82 36P13 4Nt-0 SSB 62-0 21e8 S]-12 4812 511-15 5611 5611 S1P3 Plat OBs&s(XY)- 1261A0.2- 1I8'0.4-1 Edp LIB'P&O EI�e1118'0.5804-UL(20'6380-36112I'Q2-061-BI LOApNG(pal) SPACING 200 C61. OEFL In (lac) Vtleil lb PLATES GRIP TCLL 20.0 PIZ Gtlp DOL 1.25 TC 0.� VeR(LL) -0.0]232d >989 240 -20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.80 Venni -0.102324 >999 180 BGLL 0.0 ' Rep Slraaelncr YES WB 0.]5 HOR(R) 0.04 13 Na Ne BCDL 10.0 Code FBC2014?P12007 MCMx-MS Weight:Sad lb FT=20% LUMBER- BRACWG TOP CHORD 2xd SP fill TOPCHORD Slmaural wand snatNng already applied or 4-8-2 co purls, BOT CHORD 2xd SP No.2'Etmepr except entl amfia ,and 2-0-0¢pulllne(6-0-0 mex.):68. 2-25,3-22,5-21.7-17:a4 SP NO3 BOTCHORD Rigid calling directly applled or 6-0-0a,bracing. WEBS 20 SP No.3 WEBS 1Row at minor &18,416 OTHERS 2x4 SP No.3 T-Brava: 2x4 SP No.3-6-19,7-19 Fasten(21) T end I braces to rehnw edge of web MN 1 Od (0.131 SGT)halls,61n O.c.,wilh Nn minimum end distance. Breve must cover 90%0l web length. REACTIONS. Qlamlze) 26 6465-8,19=229x0-38,13-911N-SE Max Harz 26=216(LC 11) Mex UdiB 26=62(LC 12),19=-219(LC 12),13=-114(LC 12) Maz Gmv 26=411(LC 21),lg=2310(LC 17),13=983(LC 22) FORCES. (lb)-Max.CompA&a Ten.-AII forces 250(b)or Was except when shown. TOP CHORD 1-2-4681121,23=275`121,3-5=0281,5-8=18294,&7=0A19,Ill B 4267, 411=-1051288,11-12=128&23,1-26=-41&103,12-13=90&186 BUT CHORD 2324=-10118]9,19-20=-55525,7-18=30969,1596=490818,14-15=-136/1044 WEBS 2-23=-539`154,3 211=14611l 75,&20=187!!13,619=--1041n33.7-19=-1388262. &16=-121/499,16-18=0'528,8-18-SIN 11153,9-16-62810.9-15=17/366, 11-1i-azanz.vzs=-19v497,1z-14=941898 NOTES 1)Unbalanced roof Ime loads have been considered Io Nis design. 2)Wind:ASCE 7-10;Vulill Wr ph(3-second gust)Vcad=101 all TCDL=5Opsf:BCDL=SApaf;1<258;8=451(;1`4511;eeve=5q Cal. Il;EV B;End.,GCpb.1B;MFRS(chrowh mig and CC E118dor(2)0-1-12to4-790,Intedo(1)4-7-10to1550,Eaedor(2) 15-301034310,mail 3L3-1010 04-9 4 zone;end vernal legend right eNwsegC-C for members and fomes 8 MFRS for maaiens shown;Lumber DO1=1.60 plate grip DOL=180 3)Provide adequate drainage to prevent water polling. 4)All plates are 4x.5 MT20 unless omerame,indicated. 5)This tensa has been designed for a 10.0 out bottom Chord live load mmnncurrent with anyotber live loads. 6)'This ims r tea been desi¢led for a di load o120.0ial on Ne bolaan chord in Li areas where a rectangle 3-6-0 tell by 2-04)wde will fit between the broom chord end mr,Other members,with BCDL=10.Opsf. T)PmNde mmaani0ad connection(by others)of!mss to bearing plate capable of wfllsstanding 1D lb uplift at Ioings)26 except Qi=16) 19=219,13=114. 6)Graphical pull represenlallon noes nor depict the size or the orentanon Of the purin abng the lop mi bottom chord. 9)Wammg:Additi0nal permanent and atadliN bracing for truss syslern(not pert of this component design)is always requlrea. AWIPNRIe.Vxlry tlYDu Perunrtm end aGa sm.M rah 4X0 pCLUOEO/MER aEf lowma same Me.74sr m.1.11IF©aEYBE new,n-Hun,i ieeaYYM'Im Mr.ccmectua RB tleLnn..m'ulz,n Wumelen Ywwn.ap,b-m Itl.,L cant�nl,rod Insswian.BOlweue.me 4Y[hp d%ywrmwlvwlry gGDcrtlBYOftldpr P]anawlad amstY ri,'b TkE,eU"Infollw Ovaf W0gde0a�.eIXYg MOCNed Rto POVarItuC111Ip OlIFMMlwwdraq/w CMrtl man[ertaYy.MdFnd l.mpaaya'd�mvenidae,g e BUMN9r lAedbsMlNaglo F4awni cOlq�wIIhWWO PoRM„D Y,F4Yad Pr4mrlYdantVe fuP yPbace re9aQp mn pLMOIbn WxegO.tlelNxy.aeclbnwd daGp Ol ermesadlnsMlwrm w4Xf1/IPII G'Ab'CAMb.DIBd9m4 BCY BupapCpnWsnl BBe4 Pn4 ESI6W. ay.ly Nbmpllm rnJaD'e Yon lnsFWMx'Ya00R1a N.leOJTe01.91He 312 P1eiaWb.VRZ1J14. Teirya.FL 3M10 - Job True Truss Type Cly Ph Alresissle 791680.51 1062670 726 PlpgyDeck Base 3 1 Job Relererce tonal BWMIIp 0romme W Supply, Jacksonville,F132R56 B.0t0s Apr 202016 MITek IMusDle6.11r. Man Aup 0100:33222016 Pepet ID:27 NP3BUB ]IOVMeVyxEzl-mBX124HCstlQlsy&hgIWMY GEeigDeeExvnrrvysOlR S1U1R 153-0 2t-018 27 9994 99613 Y1P0 SID12 BAA 698 511-15 M13S99 5163 9ule�1:00.0 8x10% .10 ].CO 1R 5 2 25 6^6 2] H 06 i 3 e 3d C 24 9, R g for la 21 B13 30 31 1B 32 11 6 .12= we- � 22 21 950 II Abdo= 9r411 16 15 14 19 12 2N 11 .10= ass 2A 11 St61z n8-01]-1.tR 21-nb 2Fn.] 3994 I 3Bot3 4bn-0 51612 S]d 5]-12 bP12 511-IS 5819 599 5163 Plata Oibem(%,VI-- 15'0-0-1 Ed9el A'Q&0 E�e1 f1T65d0 Ol (19'03-00-2-0I I21'0Si262-01 LOADING loe9SPACING 2O0 CO. OEFL In gold) IMefl w PLATES GRIP TCU- 20.0 Plate Chi 1.25 TC 0.67 Ved(ll) -0.06 1415 >9% 240 W20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.40 Vad(Ty -0.151415 >999 160 BCU 0.0 ' Rep Stress Ina YES WB 0.73 Horz(R) 0.02 12 We We BOOL 10.0 Code FBM14/FP12007 Matrix-MS Weight:323 to FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structured waotl sheathing directly applied or 4-7-12 old puma, BOT CHORD 2x4 SP N0.2'E=SPC sxcepl ad yedlcal3,and 2-00 o.pvt6ths(6-0-0 max):5-7. 420,516:2x4 SP No.3 BOT CHORD Rigid calling diredlyapplletl or 10-0-0ac owing, Except WEBS 2x4 SP NA3 60-0 old bracing:20.21,18-19. OTHERS 104 SP No.3 WEBS i Row at m10pt 7-17.8-15 T-Brace: 2x4 SP No.3-5-18,6 18 Fasten(2X) T entl I Gates to narrow edge of web wph IN (0.131'x3')nails,On o.c..w9h No minimum and distance. Bruce mud cover 90%of web length. REACTIONS. (Iblsles) 22750&658,1�2223g3E,12=lk38/b-S6 Max Ron 22=216(LC 11) Mex Uplift n.61(LC 12X 18=-221(LC 12),12=113(LC 12) Mex Gray 22=460(LC 21),16=2223h C 1),12= 73(LC 22) FORCES (lb)-Max.Corifti Tern.-All lomes250(to)d leasexcepl vied shown. TOP CHORD 1-2=-50]/116.Sfi-0/604.]-9=E52268,8-1P_-1069268,1Q11=130Y236, 122_--40flq 18,11-12=-916/186 BOT CHORD 21-22=-18 528 0,4-19=-2]]/1]3,18-19=48&257,6-1]-3Or/6 ,14-15=52/633, 13-14=-1381058 WEBS 1821-44/426.2-19-42]/16],519=200050,518-9]6/229,51 8-13 812 61, ]-15-121/4]8,15-1] 1546,]-1]-536/154,515-627/190,514=-17/365, 10-14--3za11 z,1113-9;VV911 xoTEs 1)Wind: SC roof live yVleads days Deerconsidered ed1=1tleslgn. 2)11;E ASCE ..G VMt=18;mphM RS udontl gust)andd=l E,dind TC0(Y1 12 t q 7-10,I.mr M1=25X; 0=o ft;15 1-451t;E eave=5lp Cat. 11:ExP B;End.,0Cnheren;MFRS to 44 lorel)and C-C Ender left add dot 4]-ID,C-C or m mbar to 15&Q Exle0 FR 15-3,0 to 34910,Iumbor(1)34340 to to 9 4goo tune;entl vertlWl left ane tlght exposegC-C for members and forces 8 MFRS for reactions shown:Lumber DOL=1 80 plate gfiD DOLg. 3)Provltle adeacusia am 4dte MT20 unless to preventsrom In pending. . 4)Al plates are 4x5 n resigned olM1erv.0e IrAlcale0. 5)This dune has beennn deigned fora alive pea doftom chor0live the load ch conarrenl with any other re loads. 8)'This Inewbeta has been designed dor a live load rof. .0be1. the CDL 1h 0p in All areas shade a rectangle 341-0 tell by 2-0-0 Woe All VI between Incl conn ctioN and alryothf t members.IMth BC0L liable f v ])Provltle mechanical connection(by o0ere)of Wss to Dearing Pieria aapade of withstantling 10016 uplift M Idm(s)22 except Qklb7 10121 12-113 8)Graphicalpudic representation and net di bo thesloe Ior nner attenuation Dathe dopudicompothe n iop stocks bottom moria 97 Warning Addtional permanent entl stability bradng for Imss system(col pad of this component tlesign)Is always marital. Aw4aidam /y4W9Opvn,mrM en0NE4PN0lF4 CX 1Xl44Na XICLUOEO MIIEx REFEaAXLEVIOEMILAm.IW.VA16 eEWaE U6E CrJg,VtllO lwwa wiY NT WISMW conr,ecbn.uovedury. ol.ty u�mrelers]t dn, Iw WIvgMhwldal d"iw 11 xgnL ml I )alwn Belae�.Me,Ml�gxwr inW�eMY1MaIXIY-2alN otaeY}rip�T�daa�'torerNM1cwl�"r-alelMaeSbr�YtlolMover'b d4bluW9nB YgtYX'olaYhbpav%OWFIfYgol\MAid l�wweOml/orcMltlrumliviaiy.fWabYl bmpYm/a'd BunenenrdxPq kdwq:eepla0(a MdANmdbpamticdYyewlTpcdMO peiid,[1 hIbY aNpMalYtlantps. forp3radpWvice ra3uJp Ts eppA yy2e E.BMd. kAtaooddoo pe,tleNay,mm hu raW,dual d 16 N,m M raid a e 312. 1 rnaW91/1%1 VAMQIIMb,61eJ9aN aCY 9uIMn9Canpcmbl ]tleN Inraaaem mtllie M1um lv FlaIe NMOe.RIB N,me Arex1.9Jle 312,NsuaMh VA 8114. Turys.0.3'i10 bb TI as Thass TypeOA PIY �J Meslesia '9180062 TL 10620'0 ] ROM Special Girder 1 3 Job Refs.malliuratil 01012016 Page 1 BWNIIM Component Slpgy, Jeckaomille,Fl=56 16bIOGth"W 3SUB_]roVMeAl"Ex!N DUhW4WaMIIPB"G.raw?,6 T(.YrvBWbKGBWEys JO 8610 912 11-0OH 1880 21012 261-B 2Q] 318-01 %1015 994 K11-0 3810 4F2 4Y2 1-M 5012 5612 1-09 VM HI HJ 4P12 Stale 180.2 ].¢O 12 7810% ] 3B a 39 9 3x6 i g 10 ads 1 2 4x,2. x 2 3 13 14 1 Y1 i p a ,IB 10 204142 2728 4344 26 45 '4714 4048 60 1115 '9 % 6x12 11 ][ID THWg THD46 II ®H= 21 2J 18 ,0 18 4[10 11 Spxial TH.048 TXO46 TH.WB THDax fi 410 I JU52d ]ffi= NAILED Bar_28 II THD48 THD48 TH048 THO262 3x6- THD2&2 MILED THD2&2 TH046 THD2&2 NAILED TH026 sia] Asia 41 z I TIM" I w1: I 2�ii"rz i t 4H I %4o4z I 444 1 u.leo M. .. ala a o� r44 �]+z Plate ORsels(XY}- [25,0-15,04112,128"&2-0411.1 4,0.2-061]:0.8-0,Etl0e6(8:020,0.2-0],119:0.30,&29),1150615,60.12).119:039,0141,124:0.2-0.02-01, 2&02-12 0-0-t21 128'03-0. 81 129'0610381 LOADING(psi) SPACN4G 200 CSI. DEFL In Qac) Wail UC PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.00 Ved(LL) 4.1426-28 s999 240 If 244/19) TC 10.0 tunbel DOL 1.25 BC O.63 Ver(TL) 0.29 26-20 X999 180 BC LL 0.0 ' Rep Stress In. ' WB WB 0.95 HorzQL) 0.05 23 We We BCDL 19.0 Code FBC;?(RRP120)T Matrix-MS Weight.1901E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Eacapf TOP CHORD Simctund wvotl sheaBYrg drectlyapplled or 4-11-2 apurlins. 1-5,11-15:2x4 SP No.1 BOTCHCRD Rigid Willing dlrealy applied!or 1000¢bracing. BOT CHORD 2x8 SP N0.2'Except' 1-27:2x8 SP SS,21-23:20 SP No 3 WEBS 20 SP N0.3'Except' 328:2,6 SP Not,8-23:2x4 SP No 2 SLIDER Left 2x8 SP N..2 1-&0.Right 2x6 SP No.21-6-0 REACTIONS. Q9site) 1=]384/05-0,23=5]6]/0.3B (req.0-&0),15=11]1/0&8 Max Hort 1=198(LG 31) Max Uplift 1=]44(LC 32),23=189(LC 8),15=15](LC 0) Max Grey 1=91 W(LC 19),23=42668(10 12),15=1Ill 20) FORCES Qb)-Mat Camp.RYtax.Ten.-All l0rcea 250(Ib)a less except wfien slwwn. TOPCHORD 1-3=12]0311036,3-0=1025.'VeBJ,48=-)fi14/SW,&1=5388/019,]-8=2fi96941, 8-99-0/82$&10=-221382,10-12=1002/285,12-19=190625),1315_--21 g912d0 BOT CHORD 1-29=81910]33,32&-242-9, 11916,V2382.28-28=-0 0,190 2, 3111=t 18540, 20-10-1 0]11,2 -5426 -23=-290/00,1020=31/1190.18-19=991i&A8, 18-10=1 914. i --M16-159l101B WEBS 329=390/3910,328=-355//69, 4-20=28&0110,0.26= S)f%24,6-26=22510%3, 625=41911300,]-25=-29/6602,)-24--V1571110.83059 20=339G46 &219 B-Sill]0, 20.2 2=10 319]50,9-22=801860,1020_30591148,1=11INI 13469,i2-1 Y-888/125, 12-10=-232/)81,13-,8=-512/69,1318-131364,423=118425 NOTES 113 t theschord connected ecse,tl tOgetM1er Mm me at 0 9 W osis as lalows: Top cM1 chs nsconnaz follows:2x0-t row miss staggered! ge WelasBottoconnected rias funnies: s:2,13.3 2x6-tagger dat 0-4-0910430CC. Webs connected as follows:2ffi 3 rows staggered a10.03 oc.Except member 3-29 2ffi 3 rows staggeretl x10.58 At.2x0 1 row N040 x. 2)AX burn ata considered!a pmcidpplletl b all piles,except if noted as VOM(F)or back(B)lace In the LOAD CASE(S)section.Ply to ply¢0nnced m have been have etl to ormdele onlythat r ndatl as(F)or(B),unless otM1elwisa Intllcatetl. 3)Wild:ASC ro01/IVB IOads have been cond gust) 101 that design. d)Wind ASCE .,O VW=18;M RS(direr gust)Vaud=er DOL;TCDbS O rip BCDL_5.DIret;8=25X;0=0.50:L05X;eave6R,Gal. 11;Exp B;End.,GGraina 8;MFRS(directional);Lumber DOL=1.fi0 plate grip DOL=1 80 5)All flet ..4,te MT20 unl l0 prevent waled i c ted. 6)All plates ale 0x5 n designed r a 10.0 nintlicetetl. T)TN9stru has beendesignsdtooa 10.0 netWhomM NIo/IVBloatl Iwnconwlmnlwmany other/IVa/Dads. 8)'This Muss nes been deagrletl for a live load 0120.Opsl on IM1a bottom chord in all areas wfiere a rectangle 3801811 by 24O was .vIbe Q WxIINMa-ta v, NO]ea PY]WS4NOWLLVOEOMrEN aEFEMNLE..E NR]4Am.IWYMIBIVOflE WIidthWcxn.B. bacYw YYRaled 410 Re^ acl ulspMsoec1M.xxvxk.tl1l -ldeYmaacllaarsnalenmMl xere,.IY Fcadnale RtOeeMaMoE gxlwa entdmal almoo, ' d l ACdMYx leml*"xW wpm aaclry k Rwap 1e0t11ed kn bMLlXYaxllo RevenlcdlgNa Mia Gc�xe pr Po YY-A.1m.'0Ydnn�e. Io15are1tl pNlmcerep.per re04PeMEVABME. kdtaMM1 ilolgYe,tlelxery.aeclbnmq MxYp ollnaoes a'b MnaY+IrmK'.eMH91/INI Our•Iy CMxW WBd9aW N:BI BupInPCanpnxnl Tv .FL sail Nv1Y INpTOXm ov/die Yan Iv RWexWMe.RIB N.Iee Street SJie dIR.NexOM3 VA22914. ^W Job Truss Thlss TYPa I]ty Ply AnsetBsi9 T9188052 10820T0 T2] gcof Special Olnder i 3 3NaI A ,mMxw, B Computers Supply, JazkaOmk,FlI8010_e Apr pats MsTIeKI Ms.like. N32016 Page NOTES D:EOG2ycNPBroMoVMENaxnsRKiwrDZmBCgNyAWG?tT0mKgyGjN 9)WARNING:Required beat size al)oind(s)23 greater tan Input bearing size. 10)Provide mechaNcal corrosion(byotens)d truss to beandg plate capable of outstanding 1001b upllft at IoiM(s)except i 1=744,23=189,15_-15]. 11)Use USPTHD46(Wrh tar nails Into Girder&10d nails ins.Truss)Orequivalent special-12¢mac madrigal 5&0hem theleftendto 251-12tocornea theab s)to back lace.I boftOm dgnd. 12)Use USP 7HD29-2(With Tom nails Into Giller&1Oil mils!Me Truss)or equivalent spaced at 109-0 or,may,alerting at 17-1-6 from the loll entl to 41-3-8 to connect trusses)to back face of boftom Mod. 13)Use USP THD26(With 16d nabs Into Gander&NAl nails into Truss)or equivalent spaced at 7-2-4 oc max.entering at 26-2-0from the left and to WL44 to connect trusses)l0 back lace d bottom Mond. 14)Use USP JUS24(Wit IW halls Into Girder A 1Or hila Into Truss)or equivalent at 29-7-4 from the left er10 to conned pusses)to back face of Wom Mand. 15)FIII all tell boles Mom hanger is in canted wM lumber. 16)"NAILED'aha pates 3-1 Or(0.14093')or 3-120(0.148'Y3.25')toe-nails.For more deal hater to MITek's ST TOENAIL Debt 1])Hanger(s)or other connection dence(s)Mall be preceded suf iclend to support concentrated tracks)61n III tlo.m snit Ill in up at 3310 an hotel Mod. The tlesigrliselection of such connection rabbets)Is the resporreibility of N nal LOAD CASE(S) Standard 1)Deer a Roof Llve(biline):Wmber Increase=125,Plate Irices se=1.25 Unll0rm Leads(plf) Vert:1-]=30,7-9l 945=60,23-M-20,22-23-20,2134_20 Concentrated Loads(Ib) Vert:29=3139(FF)24—iir? )23_228(0119=318(8)40=256(141=-2W(B)Ail 25618)43=283(BI4b283(B)45-2B3(B)46-329(014]=-224(8)4 Igii3(B) So--228(0)51=-242(B)53=-198(0)54_279(8)55=W(B)%6 (B)5]=33(8)58=-534(BI Q WIFXWa-v=ah •^a mom NOIEa eW TMW AM ML IIO/exaxiEW< IIOEY Mcar,,1 ',aefOFE pad W9ai WI]q uemlYHm MIeAW wrecks.PAOs99r MOaedwYYrR�pammleMwxrvn.uMk(w m lMaLd dMLq cw�wawnl.rot mmrytbm.�Iae�,Ire Iv.Wtgd�v. nnsl vaXN Ire 4dFvtllN o1Ca Warrolenwl wcyalvn�MexOle I16ty,anb n¢oreictl a s�d.�ka.IhicY�Nr mat ,a�II¢m" II,'n»n i.Y bpR�rtY a�reidP A°e�re ap[g Inrafyl MlleICs kneyunusualcick, erecMn atlhd39 or In N,bel Mm WTbmt uAlNYTn VA M CMwIo.Oea-0oaq BC914YJnPeurWrwN 9.04 IL Ea InYU SdMy InldmoXan mtlMAehwn lm Rok heMrte.RIe N,bel Sheet.911e SIR.MsmvJh VRR]311. Te�rys.FL 3Jaf0 Jab TNn TNB6 Type Ory PIY Alwefmla 8188053 10828T0 T2B Piggyback Base 8 1 ma 9wM my BUIIEIOA Component Supply, Jed00nVIIIB,F132255 B.Ot-MW.02018bgLESILu 44.Illc. Mon Aug Ot 2DI6 Roger IbpIOG2yxTVP3BUB 1foVMeVywEtlEBLE6nLUNg4yIKNmNUB;OoxeH]BNILuoWAbR]yxGfM 585 10P3 1840 2LP12 ri 39A2 36413 N 1 Sds 5213 Syt9 50-12 6�1-11 $ptl 5611 6+3 7,10% Six-12e.2 ].0 FIT ®e 5 B 6 B 30 ] 36 i 34 a, 30511 B 2] � 10 i: 9 1 11 25 24 23 12 33 21 y 20 to ly Ig 2 l II 3S, 1716 15 13 12 2x4 I al 2,A II 2i= 11.1 acs sa,a Sala 1 wiz' Wi w„ ooe PUteon (XY)- 15:66-9Edgei n:w-a9-2-ot LOADING(pat) SPACING- 2-00 C&. DEFL In (I.) &den LM PLATE$ GMP TCU 20.0 Plate Ofip DOL 1.25 TO Di3 Ved(LL) -0.0521-23 s999 240 MT20 24W190 TCDL too Unyou DOL 1.25 BC 0.3] Vei -0.1321-23 s999 180 BCLL 0.0 Rep Stress yor YES WB 0.74 Hoa(TL) 0.03 19 No no But 10.0 Cade FBC20I4 P12007 wmx-MS WelAht:334lb FT=20% LUMBEW BRACING TOP CHORD 2"SP I TOP CHORD Sltudurel wood shma it droody applied or 4-04 oc pudln& BOT CHORD 2x4 SP No.2'Excel except and veNcwls. 17-19:2x4 SP Nola BOT CHORD Rigid calling directly applied or 10 0 ac bla ing. WEBS 2x4 SP No.3 WEBS 1Row at midpt 4-21,5-20,6-19,&16,J-19 REACTIONS. AOlelze) 25�86!OS&19=178f03E,12=6]3N-543 Max Hon,25=225(LC 11) Max Uplift 25-1 GI 12),19=-N(LC 12),12F-I11 C 12) Max Omv 25=1004(LG 21),19=1979(LC 17),12=77(LC 18) FORCES, (Ib)-Max.Comp.l Ten.-Allfomm250(lb)orlews ptMensbown. TOP CHORD 1-2=1352/342,24=11163]9,45=J]]/386,58=52d�9,6]=214/31 J, Zs=-29]/328,7,2024 9/319,10.11=-2]288,Y25=-852261,114219 2J -1 BOTCHORD 24-26=164127,2&24-6SA5788,21-23=162/1020,2P21=36'681,1&2R-281409, 15-18=BM3,4-3-15=188M78 WEBS 2-23=-2BB193,4-23=4/332,421=57&1]4,521=86UM1],520=-61028,&20.-0/I19, 6-19=-116&151,16-18=114/63], -18=118.1495,8-19-81&IBQ 10-15=-38&120,1-24=1905]4,111-13=133153],]-19=815/109 MOTES- 1) OTES1)Unbalanced root hive lower,nave been considered for this design. 2)Wind:ASCE 7-10;Vdt=130mph(3-second gust)Vai01 mph;TODL=6.01wt BCDLs.6rwt:IFI251;B=45ft.assn;eava=5n:Cat. 11;EV AT Encl.,GC,Aii MFRS(diredionel)and C-C Ewedar(2)0.1-12 to 4-7-10.Intellor(1)47-10 to 1660,Exbfior(2) 1660 to 6-10,Intedor(1)33840 to 4494 zone;and vartcel I6n And fight eWoressi C for members and forces 8 MFRS for reactions shown;Lumber GOL=1 60 pate pro DOL=1.60 3)Provide d,.IA cans,to prevent We,pontllrg. 4)All plates are 4x5 W20 unless otherwise IMlcated. 5)This truss has been designed for a 10.0 psi Eoaorn chord live bed rancomm rent with any other live bads. 6)`TMs hues las been designed for a It.load of 20.Opaf on the bottom chord In of areas where a rectangle 3480 or by 2 0 0 wide evil fit between the bottom chord and any other members,with BCDL=120ps1. 7)Provide mechanical connection(by others)of truss to burning plate capable of withstanding IDD lb uplift at Turns)19 except 6Wb) 25=159,12=158, V PNNMl V ly g p amH o Ee a44N0 OMIIEx aF£EMNCEfA])m.Ie0Y20I6 BEPoNEUSE -YIwB dnnrePJw1 Iawlagnpm.raMnmlNwnmTryv.si«srawIeknlo mpoBsvxe1'1a,r INrtlw�ism,)poap ,uarbr4xnymaoraxB!a1,.smr l w r�r,comerensmmyocm c-sa,m.mr—m � a M " momomsion. r. ous-iinomyaa . Wrrc MfTek' fta1minucernes laF,waluwmalnisci regons.Gu11CfiMbWHmWboacopoM1 I 00 Pe 111 Etl&N. stlery�InlwmoaM avWMe aan I1us Aale MIIMc 218 N.lee Sh�1.91R 312 NeiaxMla VhY1314. harry=.FL 09610 Job Tues Ta e l Type Ob i Anastasia 9168064 1082570 T21) Rgpyback Bess 1 1 to Refismance Ias tonal Bui101nA Canponlnt Sappy, Jeckeomill1,FI32256 3.0106 Apr202016MITexlNusaieTpMm On Aug0100:93182018Page1 ID:DJOG2yzTVP3BUB_]1pVMeVywEtl-bLudl]LZSTyAaNeJSPGGEUrMHI8YS10A0EZZysO1L 5-65 10.TO 160-0 21-]J 5 2-] 9B]�B 38-10 4411-0 S65 4-&10 5-61 5-]3 5]3 65-1 S&0 SSB Svele•180.0 09 1 70012 4x5= axis 4 4 zs x e end 44 M 0 M 11 23 2 NS S 0 8 us�. 10* 10 21 an 28 301810 31 32 pas 18 34 +B ffi 14 - 11 I4 'Q 2x411 4110= ads- 4x5_3x8_ "10= 13 12 11 44- 2x4 I1 a10- 200 II 0. 0 5-65 12A8 151612 9-N 33]d148 O`i0 535 ]311 B-S1 SBO SB-0 Plus Offsets(X Y)- ry4:0-5304-01 LOADING(pen SPACING- 2-00 CSI. OEFL In Ado) Voted Ud PLATES amp TOLL 200 Plate Grip DOL 125 TO 0.49 VN(LL) -0.0]15-1] -999 240 W20 2441190 TCDL 100 Lumber DOL 1.25 BC am VN(TL) -0.1]1416 AN IN BCLL 0.0 ' Rep Sireee Incr YES WB 0.80 Horz(TL) 0.02 11 We We BCDL 10.0 Code FBC2014/FPI2007 Metrix-MS WelgM:3101b FT=20% LUMBER- BMCINO- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood s0eathing dlreMlyapplied cr 5-21 po pudlnR BOT CHORD 2x4 SP No.2-Excpt' except and wheal and 2-" pumas(8-60 max):4-0. ]-13:2x45P NoS BOT CHORD Rigid calling dlredlyappiied or 6-0O oc bracing. WEBS 2x4 So No.3 WEBS 1Row at muff 4-18,417,St],6-15,]-15 REACTORS. (Ibhiae) 21=51 Wo3E,11=730robA,1]=22]1ro-se Max Horz21=225(LC 11) Max Uplift 21=-230(LC 12),11=67(LG 12),17=491(LC 12) Max Grav 21=593(LC 21),11--819(LC 22),17=2349(LC 2) FORCES. (Ib)-Max.CompJMax.Ten.-AA forces 250(Ib)or fess except when an.. TOP CHORD 1-2=71 W457,2 3-Ttt/564,3-4=249/333,4-5-141522,5 6=-260/13,S]_3wl U. 7-9=907/125,9-10=10]2/121,121=-545/336 10-11=-]61/119 BOTCHORD 20.21=206258,18-2(1=214299,1]-1R-34fl/190,15-17=-484(307,14-15=0/125, 7-14=151441 WEBS 2-20=-30&1]1,3-20=34]1481,318=-0821322,418=-51 500 8,41]=-988/499, 5-17=-12331313,5-15=19&1008,]-15_-]58214,12-14=-30834,1042=0912. 1-20=-24V4W MOTES 1)UNNarlc60 roof Ih he Ioa is lave been consideretl for this alongn. 2)WIN:ASGE 7-10;VW1=130mph(3-osoms!gust)VNd=l of mplC TCDL=S.0,al BCDLS.OFeI;6=250;B=458;La150;save=-5111;Cat. 1;Exp B;EmA.,GCp".18;MFRS hereclionan and C-C ExteOor(2)01-12104]-10,InteMr(1)4]40 to 1860,Extench2) 16PO to 33-94,Interior(+)3384 to as-9-4 zone;cool lever left el¢o8etl;and Vertical 10 and right exporteq porch left exposed;C C for members and forces 8 MW FRS for reectlow shown;Lumber DOL=1.30 pate gnp DOL=1.60 3)PwAde adequate drainage to prevent water ponding. 4)This truss has been designed for a taro pet Ootlom chont five food nonptt6urrern With any other live loads. 5)'This cuss has been designed for a live load of 20.0pef on Are bottom chord In all areas where a rectangle 3 6-0 tell by 2 0 0 wide will At between the bottom chant and any other members,Who BCDL=10.Opsl. 6)Protide mechanical connection(by others)of trues to bearing plate capable of witimma ing 100 lb uplift at Io1nt(s)11 except gt=lb) 21=230,17=491. 7)Graphical purlln representation does not Goa l the size or to orientation of the purlln along the lop and/or boNm chord. YWd/MWO-VM/ydW,pvemxeny a DMOTES0M11 AMOMCLV MI REFEa PA6EMIF7473nr.IhDYMIE eEedesta9E DZYgr vtlld Iw ace MVHT xa1eM®crn¢ebrs.114 Wpdn x.wnysxgxnan,ulcrsNown.ma aru m FJIMMd aYaM mm,1..mr nrmryLar Mlae ise.ex d4Ap tlo0.inr ox.varyy nw".1 n+WL[m r++ns,n rsaru Woymly mcar✓+alonm Warn micaavovaal dYspde�n 9afglN:aretlaW aa�nl WcpYgolFwfitlWlwweOm]/ol Wildmar,Izn�ly. l.—It"u." '.1ramag ornow M 6 arlwayrpyeq lU r421max1 ro gavenlcagze Ma prude pa»luE lway a✓]µnypr Wn,r Xmnrz e�po^re offoxle apw vuMxsM aMd mMkanon:Iwo3e.delNay.erslbn ant MmJre orllrve[ad Mpswerrix ranApsu1vl1 OuanlY crM ose.e9 oM aCN IrrYOhyeompawre xrre 3aero eA.lYllawmdmra/delxe ., 'Mrs xlelNrle.flex.lee street.sluesl2 aexauMi vAez3ta. ] Job T. T.Type City Ply PIYAnastasia9188055 10820T0 T30 H" i 1 Job Roomette o 0ontl BuilMy Component SUppN, Jmksomila,FI32266 B.OtOCA1n 202016MRek IMlsMes,Inc. l Aop0100:33:2B2018Pspe1 ID:PIOO2ynNP3BUB_]IOVMeVywErJ-3YS9WTMLOmbBlUmfoAa11W5c10'tiBFgeoW'fysGlK 58b 10945 18A0 21-03 2Y2] TSPS 3PP0 H110 565 4810 S61 SF9 S]3 6.5.1 41 S89 Too 1z 8x01 04 it ms= 4 24 zss za z] s 010 xs 3 38 11 0 2e4 II 9 2 W 2 9 28 5i 5 10 0 20 301910 31 32 1133 10 34 15 05 14 - I? I{ 2411 210= ses Ie5- 4el0= 13 12 11 46- 24 II .0- 24 II 0 5:O5 12dd 121012 2F2-] 238 (♦41H41-0 0 S15 A2. ]-z3 7311 &Sl4560 SBB Pist.0"yesti 114'0 -01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Weft W PIATES GRIP L 2 TCL0.0 Plate Grip DOL 1.25 TC 0.48 Ved(11) -0.0] 159 0989 240 MT20 244190 TCDL 10.0 Lumbar DOL 1.25 BC a48 Veri -0.1] 1415 >999 100 BCLL 0.0 ' Rep Strass Ina YES WB aw H0r2(iL) 0.02 11 Ne Na BCDL 10.0 Code FBC2014]TPI200] Matrix-MS Welgh1 31010 FT=20% LIffili BRACINO- TOPCHORD 24 SP No.2 TOPCHORD Slmdural wood sheathing direchrapplled or 52-10o pudlns, BOT CHORD 2x4 SP No.2-Ex0apt- excel antl verdcais. 7-13:2x4 SP 1,10.3 BOTCHORD Rigid ceiling directly applied or 6-60 do brecafg. WEBS 2x4 SP 1,103 WEBS 1ROw at mldpi 4-18,4-1],5-1],615,]-15 REACTIONS. genre) 21319N 38,11=]00/0-sE,1]22]t/65b Mex Hort 21=225(LC 11) Mex Uplift 21-2W(LC 12),11-8](LC 121.17J- l(LC 12) Merz G.21=593(LC 21),11=019(LC 22),1]2349(LC 2) FORCES. (lb)-Max Cond,NaA,Ten.-Allfolcepi go)orleas exceptwhenshown. TOP CHORD 1-2-]19/45],2 3=JONs ,3L---249/333,4-5=14522,"-26X136,67-35X102, ]-9=-90]/125,9-1R-10]&121,1-21=-54 ,10-11=]61/119 SOT CHORD 20-21-20X250,18-20-214299,1718-3 Gi 9G 151]-484/30],1445_-0025, -14=-1X441 WEBS 2-20=-30X 131 3-20=-340461,318-482/322,418-518009,4-19=-96X409, 54]=-123X318,s-15=-1]X1008,7-15-7551214.12-14=300834.1612=M12, 1.20e-24v435 NOTES- 1)Undermoad roof live mids have been considered for this death. 2)Wind ASCE]-16,Vuldwl Worph(3-second gulf)Vasd=101 mph;TCDIrS.Opsf;BCDI_Sopvf;h=25ft;BASH;L=45ff,a m:sip Cel. II;Exp B;End.,GCp1=0.18;MFRS(direclionag and C-C Exahor(2)0-1-12 to 4]-10,Interior(1)4-7-10 to 16-0 ,Exterior(2) 16-M to 33-9-0,Interlor(i)3 94 to H-9 4lore;canlllavOr laid exposed;and v fecal left and light in c sed;porch tell exposagC-C for memdam and forces A MFRS for reactions shown;Lumber D0L=180 plate grid DOL=1.60 3)Provide adm ie carnage to prevent waterponsing. 4)This truss has been designed for a 10.0 pat bottan clan INe load mmoncumend with any other live loads. 5)'This mans has been dimpr elect for a INe load of 20.0pof on the Whom want in all areas where a rectangle 3454)bar by 2 0()wide all lit between the botem chow and any other members,with BODL=10.0421. 6)Provide nommai connection(by others)of Was to bearing plate capable of wiRsanding 100 lb Uplift at Iolntla)11 except fit=I6) 21=230,17=491. Qwastal wey4W9npnemwennrtl PERa NOTEa ee]Ma IMO M'aLUMOIMEx eEFEI1RNCEPA0EI6)OTJnr.IM4fTlI5 aEFOPE eSE � Ce$n WpMuearyy WN MIeMJw�gcWs.eN�tlq�aOaeOwJYuron WwaelersiMrvm.ad 41w m Ye1M1bM dMMp rdnPorenl rod 218mlega.9elwe tae.ire IxAMgaaaaw�x181 renNnon¢pwaary o1a IAmrelmsr..1wwwlvnewPwolenadal9nnm I��,.,m h.dro SIT. 2a JqkvtaletltlopevenlWwNotkMtlMlau,vebmd/w cnwG maTeeoww.hlJxwdgnPpMyMg4wnwnenl Lm.Fl,p Mire k' aRwa/a�etlle0lafMdRYutlbpeweeccNglewlln�Kl9Wdk41Yadg4alYdwatge.Fw gIw1U 91MMce1e&".0glhe KA`oIM,ewo3e,mw�werecacnaYJ packUdxuamaldlndsyaienm reaahlEl/RII Oudlx ClXanp.pMd9110 aCL MJklp CwnWnxll 6HaC Fe1ke Eul BW. MNy INomlaXm WtJcde adn Inas IMIe kskkAe.28N.le6eaN1.elle 312 NeaavMd.VAY2311. ienpe.FL a%la Job Tress Truss Type OtY PIY Anmlaeie 19180056 real T31 HID 1 1 oD 9udilp GompaaM 6upPY. Jecxmmilk,F192256 e.maarsPwau,ow,,....ND 4CfPA3y—ml URG. .....bDrC -UvZpC_____ Sy ID:UJOG2yxNP3BUB_]NVMeVywEq-%MINkpND_4CIpA3yRW6W20'tKWZeOXKUWt2SYsGjI ]-1-t2 N-0-0 1&tOdR 22-1 0 2SY15 1198-] M-1 MW ]-142 616E 51612 2-612 Sb] 3S] &11-t S9B BWe=1:826 7MF1-2 M \I 4810 200 II eea= 4 530 31 8311 ] 36 G 24 3 a 4d, 0 B 2 a.s Zz0 x +D a - s. Abs 11 n .. 19 5 R] 26 OS 20 � 2HI412 se 4r10_37 18 1 41= 8B-4x10= '6< II bA II MII 14 13 12 da II 110= m 110- ]9-12 1140 1P1092 22-18 E-]-15 3148 33-]-B 361-0 4411-0 61612 616d 51612 ?292 bbl SSb 2S0 S60 S08 Plate Offset (KY)- 117438 EdI1e11 290-001 LOADING(psit SPACING- 200 C61. OEFL In Qac) VtleX t/d PLATES GRIP TOLL 20.0 Plata Grip DOL 1.25 TC 659 Ved(LL) -0.121619 >999 240 MTPU 244/190 TGDL 10.0 Lumber DOL 1.25 BC 0.65 VeX(TL) -0.30 1619 >999 180 BGLL 0,0 ' Rep Stress lncr YES WB 0.94 Houl 003 12 ma Ne Ell 10.0 Code FB0201,UTP12007 Mablx-MS WBlglrl:3531E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural Wand sheatring directly applied or 4-11-5 tm puris, BOT CHORD 2x4 SP N0.2'ExcapP except and ver osd. 2622,16-18,8-14:2x4 SP No.3 BOT CHORD Rlgltl ceiling directly applied or 600 no brachy. WEBS 2x4 SP No3 WEBS 1Row at MOM 523 OTHERS 2x4 SP No.3 Web&ace:Length(member) 628(2-24);G-6-4(4-24);6" (]-19):6-04(8-19); REACTIONS. Qb/sl2e) 27=852M3-8,12=80610-58,23=2032rb-50 Mex Hou 27=P01(LG 11) Max Uplift P=292(11-C 12),12=-117(LG 12),23=38(a(LC 12) Max Only,27=6901LC 21),12=9021LC 18),23=21211LC 2) FORCES, (Ib)-Max.Compulvicu Ten. M,.rtes2500b)orlessexceptwhensMvm. TOPCHORD 1-2-854/581,24-376/388,45=-27M73,56=380224,67=381 78-126x381,8-1@-122]267,10-11-1208235,1-27=-6260399,11-12=-84Y1N BOT CHORD 2627-1752BS,24-26-4050650,23-24-342/184,22-23=293'131,19-20=-348/166, 1619-0/518,17-18 /677,&17=-316/191 WEBS 2-26=-145.28],2-2d=-5410995,4-24=260 ).5-24=4271800,21 2 3=-18 9 8061 0, 521=-18 8 806 21,]-19=-0861100,619-28&130.519=-13811057,7-17=21 S0W& 10-13=351/111,13-17-102/1126,11-13=-BM028,1-26=-2BM4M NOTES 1)unbalanced roof Ilya loads have beer,con boated for this design. 2)Winc:ASCE 7-10;VUIt=1WMPh(3-second gist)Vas0=101 mph:TCDL=S.Opsf;BCOL=S.opst;1t25tt;B=45ft;LAS";eave=5p Cat. ll;Elm B;EMI.,GCpl-0.18;MFRS(directional)and C-C Exte,br(2)0-1-12h,4-7-10,Intetlm(1)44-10 to 14-04),Ex edor(2) 14-60 to 35610,Imahor(1)356-10 to 44-94 rune;cantilever left exposed;end vertical I9H and right exposed;Pomh IBX exposel for members and Tomas 8 MFRS for Meal..Shown;Lumber D01r1.60 plate grip DOb1.60 3)Provide adequate drainage to prevent vwd.I,MM,g 4)All plates are 3xA MT20 unless ot0endse Indicated. 5)Thle Wes hes been design for a 10.0 psi Daman chord live dad nonconcurrent vin any other Ilye loads. 6)'This truss has been Icel,mr,for a If.load of 20.0ps1 on to bottom chod in all areas Mom a moraegle 38 0 tall by 2 O-0 Woe all lit temaeMhe Whom chord and any other members,M,BCDL=10.Opsl. 7)Provide mecfiaMcal connection(by others)of truss to bearing plate riparia of withstanding 100 0 uplift at ioint(s)armor QWb) 27=292,12=117,23=380. JAaRE ] ]arYN15Bhnrwieee,eamewiweeIo,mmxmdeacwamp�p �•raw vEm Wlunubl w9afa hon 1nffiflde InaMe.RIh N.Iee Slree1,911e 31 R.PlexaiilO.VA2YlIG. Tuge.0.dlhta Job Truss Truss Type Cly Ply Aneadele T918W5] �10620TO T32 Hip 1 1 Job Ratereie,(eptarw6 BWIOIng Component Supply, JazkaerMIN,FI32256 VP3BUApr 202016MRexlndusblealle. Mom Aug 01re:33:3120ftuaLB1 ID:bJ0G2yx31-2-7 B_]IOVMeVyNExI-?welx90dOKWRKeO?DPIG�RUFSJrP(Beuauye011 6192 1200 1&1612 2214 25]-] 31-R4 3998 4411.0 61-12 59P1 ]-0612 2-2-121 1 11615 5615 AM, S96 Sce.1:010 64111 0= 6= 86 3 3J 31 d 5 328 ] 79 12 6 d i B W Oi. B 10 q x ms o 1 AC•. q 11 A 19 5 28 25 23 % 22 21 d= 3] 18 `) T511 aes 36-1210= 1l= 14 13 12 NIO= 1210= O 64-02 t200 101018 P2LB 2577 319.6 33]d 3etd H91L 0 S1O12 5104 :1 2-2-12 3515 581 2dd 580 56-0 PlabsOffirent 11502-0E0911170-38Ed at LOADING(pa) SPACING- 2-00 CSI. DEFT. In (bc) VOefl W PLATES amp TCM 20rl(LL) .0 Plate G"DOL 1.25 TC 0.89 Ve0.16 22-23 >9B9 240 MF20 240190 TCDL 10.0 LGnber DOL 1.25 BC 0.07 Val(TL) 0.29 1&19 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 12 Na Na BCDL 10.0 Cotte FBC2014]rPthl McMx-MS Weight 31116 FT=20% LUMBER- SPACING TOP CHORD 2x4 SP No.2 TOP CHORD Structure!wood Nleaihing directly applied of-4&B On four ire, BOT CHORD 2x4 SP No.2'Excepl' except and veM.N. 21-2],16-18.8-14:2x4 SP Nob BOTGHORD Rigid calling directly applied or 6-0-0oc bracing. WEBS 2x4 SP No.3 WEBS 1Row at radpt 422 OTHERS a4 SP No.3 Web Some:Length(member) 8815(7-19); REACTIONS. Qbxaits) 26=]34/034,12=9531058,22=1921105-e Max Hort 26=1 78(LC 11) Max Uplift 26=-318(LC 12),12-136(LC 12),22=313(LC 12) Max G.26d45(LC 21),12=983(LC 18),22=2027(L0 2) FORCES. illbl-Maur Coft,,Nx.Ter.-All forces 250(111)or less concept when shows. TOP CHORD 1-2=-948/64],23=-59R1W7,3-4=-4]51492,4L=523 n 6-]-623(293, 78=-1399415,8-100.1405'331,1 011-132 92 8 4,1-26=4811444,11-12-9291214 BOT CHORD 23-25-469049,18-19-581804,17-18l WEBS 2-23=-398295,421405`124,20-22-1811)553.4 20-17121574.619=-32&151, 4-19=-14 31 05 2,719-42&Q.1013=39]It2B,13-17=-1411250,11-13=-14 219 3 8, 7-1]=-18318]1,1-250.373m03 NOTES 4)Unbalanced mot live loads have been considered far this daslgn. 2)W l ASCE 7-10;Vu1t=130mph(3-second gust)vassal 01 of TCDL=6A,f;BCDI_5.Opsl;h=25ft;8=4511;L=4511;eave=5ft;Cat. 11;Exp B;Encl..GGp=0.18;MW FRS(directional)and C 0 Exte0or(2)01-12 to 47-10.IMedor(Q 4-7-10 to 12-00,Exterior(2) 12-"to 376-10,Interior(1)37810 to 44-94 zone;cantlever left exposed;end vertical left and right exposed;porch left expoaed;G-G for members and forces 8 MFRS for reealons shown;Lumber DOlr1 60 plate grip DOL=1.60 3)ft0d adaguatedrNnageloprev tmterp Ming. 4)At plate.are 2.4 W20 unless MLe1Wbe indicated 5)Tans bass hes been designed for a 10.0 pet bottom chord live and Wnconcument who any other live Inside. 6)'This truss has been designed for is live load of 20 Opsf on the bottom chord In all areas where a reolargN 36 0 WIf by 2-0 0 Woe M!!111 bebean the Wt.al and arty other members,with BODL=100,0, 7)Provide mechanical connection(by others)of truss to bearing plate cantonal of wit6.taMlrg 100111 uplift at)oll(s)except Ot=16) 26=318,12=136,22=313. A..a.VMlylupn PoramwmmpeE40 N07E50M 11W AXa WCLUOEn MnExaEFffl4NCE GIaEIIM1]lAm.m9Yoslhr7aEV. � cex�wMNI lw u¢e only e+7n Mllol4Dwnrclai.Rn lleYarlk LmedoNYrFa,P>•orelm]ww,.aW kMmMNNMd hltley dnpu,era tart aInmryalem.&tae Iffi.Ma WRpOeY9lwr mwf�a1ry1M q{AcdMllyoldeLLPl tvmreNnod poPdN'LuaPeab et demon Tlo XnowrJl 4u'o amp. DaoLl9LawreaNlo Pevamr wcnryorL.mu„Ifll>armaalorawram.niter.mv.A+dw�Mrrwrw�dwm�n,�..,., MIT@k* e Rugsle[IJI�MiYtlNmtlbpevenicdl�nwllNpudanelWrJ bIxYaM PoyrlYd�m�a, ran Prmrtl pkF areyJpple MNkuMslaIXa,h#Yay aeclkn Tq daclp olMsetaW Tmaypemx reaWl/RII YrWIx Qlwl4 pliHaM NC51Wtlnp Carrywxnl Tit IL.1aNtl. 9alMylreumoXm Owaklxe Man ilrm Pale lmPMe.818 N.1ee 5eee1.9x1e 312IbxaMei VARl14. iamw,FL a361n blob They T.Type 01Y Ply AnBsieve IMOTO Tat Root Spxral i 1 19168058 ..,am Component adopty, —weaMle-132256 8.010s Apr 2020Job 16e ek l(.0ganift Ilc. MM IO:WQG2W1VP3BUB_; VMe Aug 0108:33:322016 Paget VyxEtl-T]e]9UPT W 6SM2VOLYwUMOTVPoIXW2MFthcn091IKyeGjH 5112 1040 31d3 SI 12 Lled 161146 1d-1162 MP 2 41d 1d'B d 5 5.11 m 6811 Sule.1:&.1 oa= ]010 4a= a®= 6x6= x5= e ].W 12 a 32 4aa 5 B 734 B 10 4150 35 231 M 4#i 30 y Y y� 4a 7 +z n 5 m=nze z] zzs a] 311II MS- 4xs= �- 4v0= SaOM10h 10cm6 14 3 010- 3F.5:11.1,2 0 51-12 10.00 14118 111%2 22-48 2080 41612 L10d 1'+' b ZB (pbB 44-11-0 PIER OIteele lXYl-- 13. $OEU061118:0-36.EEOBI 4118 4-116 2-212 7" -Se 280 560 SBe LOADING gait) SPACING- 200 M. DEFT- In (Ins) Weft Ud PLATES GRN, TCU 20.0 Ross Gap DOL 1.25 TC 0.34 Vwtgtl) -0.30 20.21 >999 240 W20 2Q 190 TCDL 10.0 Limber DOL 1.25 BC 0.94 Vet(TL) -0742021 >403 18D BCLL DD ' Rep Stress lifter YES WB 0.70 Horz(TL) 0.01 23 We Na BCDL 10.0 Cade FBC2014/TPI1UW Wool MS Weight.32116 17=20% LUMBER- BRACING TOPCHORD 2x4 SP fill TOPCHORD Shuclumal wood shaadtlng dreary applied o149-15 a purlins, BOT CHORD 2x4 SP Nm2-EwepC wlaw and ve0lrels 22-29,1]-19,10.15:2x4SPNo.3 BOT CHORD Rigid ceiling dlrectly.,filled or 10-0-0 on bold WEBS 2x4 SP Nil-Except' 818 rad oc bmg:2827 holding, Except 7-21:2x6 SP No.2 60-0¢bidding:23-24 2-2-0on brachg:20-21. WEBS 1Row at mldpt 5-23 REACTIONS. g6all- 28=]21/038,13342/0.5-8,23=1951105-8 Mex HOorn 28=1]5(02 11) Mex G.28=33((0212),13=-12(LC 112),23=-338(0212) Max Grav 28=733(02 21),13=942(02 i),23=1951(02 1) FORCES. (R)-Mex.Oomp.Mtsx Ten.-AII tortes 250(Ib)or lass except when shown. TOP CHORD 1-2-93&834,2-3—8]8'544,3-4=353/43],4�-353,437,]A--9322]8, 8 9=1108/348,9-10-1152/385,10.11=1208303,11-12=-126]252,1-28=884445, 12-13=880195 BOT CHORD 26-2]=-46&]50,2436=-283 520,2021=-30/4]0,19-20-_-18019,18-19-201593 WEBS 2-2f-31 212W,328=252/329,3-2b31]/138,024=-313/138,5-2b459/021, 21-23=-1853/582,5-21-9,40482,7-21=4005l79,7-20=-X11655,8-20=69424Q 9-20=-1291539,1144-3031132.14 18-1 6992Q 12-14-1151888,9-18--2111561, 1-27-413m651 NOTES 1)Unbalanced roof live made have been corwidered for this design. 2)Wind ASCE 7-10;Vult=130mph(38ecom d guM)Vaso=101mph;TCDL=S.Opsf;BCDL=5,0psf;h=25ft;B=45ft;1--451t;save=5h;Gat. ll;Eq]B;E.L.GCPI=0.16;MFRS(directional and C Ev erl 01-12 R 0.]-10,Interlw(1)L7 10 to 10-0-0,EMerioo(2) 1000 to 14-5-14,Inner 2960 to 44-9.4 zona;cantilever left Exposed;end vedical left and right exposed;porch left exposed;0-C for members and forces 8 MWFRS for mel shown;Lumbar DOL=1.611 plate grip DOL--1.60 3)Provide adequate drainage to prevent water paining. 41 All plates are 2x4 MT20 unless otherwise indicated. 5)The may has been designed for a 10.0 psi bo6wn chord Ieve load nanconcurrent MN any other live loads. 6)'This moss has been imagined for a live load of 200paf on the bosom dwrd in all areas where a rectangle 38 0 hill by 2-0-0Mdm Oil fit belBveen the bottom chord and any other members,M0 BCDL=ID.Opa. 7)Provide mechwtical connection(by others)of mad to beaMg plate capable of withstanding 100 lb uplift atjdnt(s)except Qtdb) 28304,13=125,2333B. Qw4aNmaVNIry OVlpnpxxnvM1reenp PFA.NO]E90N TM64XO pCLUOEa MREx PEFEP4NCEVgaEMf]I]]ree la9YlOISBEFOXEUY. CedVm udx]ra use onn calm MIeMc[xx,ecour 1Maefl(),ab�pd MY W✓+n Paarelers4pwnaxl fur m pMtaLd UAtlBgempaxvlL rot hun sYLem.Qalweuse,imppadmgdreMmgm nnpl vMn me[RYCIEtlIyMdas4mmwanalersugnmcWmlvn[gPpebnYsdnAvM nm nu, rx4u19 e.prm,eawgpHealetlaio Rawls hnWMarlMlua mnww ae/a uprdnmanl6enemBr.sddurn Rml>omavaa Palmm�pnnaa4mlD aRNq.nBG.edbSgpR] +up.ventmtl�NB,Nm�vgel�pa�B9xY�P�m(bm�e. w9Nb, G1A�cemepQywn MiTek X emra 1.9nOywn"on' son Than ylxp3po218R me spmmyons31 wmorosn 4i11lIrOMM.DIB-090th ECBI WIp11q Co1pMrn1 680 PeAe r-,a- 14,Imapmexeml awlyMg pan 11mR{'gb MII1Ig 21BH lee 3Bee1.9BIe312,NBppp VA22314, tam o."J38ma Job nus: Tmm Type OlI Ph Ansel ]9168059 1082BT0 T- Roof Speu01 1 1 Job 11-IIe o Xonei Building Compwwm Supply, JBck6dw1116.Fl32258 B.UIUSAmr2020xEfd NRI WJ14 rc. Mon Au901c6:39:342018PaSGJ ID:UJOG2yxNP38UB ]IOVMeVywFit-PVGu]AOk2JidI0NI9LWNWg881(sWG9wP5iZBDyeGjF 11 12 1222-1b 2]-B-0 31-PBa12S9 331, H4b0 bt-12 3164 s-116 -R 5116 2-2-121 5&0 359 61111 ]85 698 See-IAPIA ma= 8 wo, _ me T6- 1110 9 ].W 12 3 d 6 33 45 i 31 6 a2 4o 23 0 3a 46i 1 25 11 6 T ze P 26 z4 YJ 22ax,, II 36 18 ''g 11 1¢ _ 3s a ass= ass= 3m-dta= 3r4 a 4AW °^p- H to 12 assn= 4 13119 99922-1A TFB-0 31-1033-7-8-B 9319 6 N-11-0 3 A0 316124 -02 fir" 1 511-8 611602 2212 3 SB-0 3SB 27- 630 S6B Plate Good (XY)- 13'0S0Ed LI '0.2-00.2-01.11]338 Edm112042-800-01 [21:0-24.0-1-81,[27 0-24.0-2-01 LOADING (psi) SPACING 2-00 CSI. DER. In (roc) Well lW PLATES GRIP TCLL 20.0 %ate Oup DOL 1.25 TO 0.88 Verl(LL) -0.0918-19 2999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 VW(TL) -0.211319 AN 180 BGLL 0.0Rep Saa Into YES WB 0.611Horz(TL) 0.02 12 Na Na BCDL 10.0 Code FBC2014RP12007 Matrix-MS Weigh:29916 FT=20% LUMBEW BRACING- TOPCHORD 2x4 SP fill TOPCHORD S1mcWrN wood shaming clumpy applied Or 5-1-30o pudlOs, BOT CHORD 2x4 SP I'ExpepP except end lerica6. 20.22,1&18,9-14:2x4 SP N09 BOTCHORD Hillcelling dimcdy applied or 8A 0 oc bracing. WEBS 2x4 SP No.3'Except' 6-23:2x(f SP No.2 REACTIONS. (Ibleize) 2821/0.3-8,12-861N5-8,23=208&058 Max Hoa 28=1751LC 11) Max Upfift 28-274(LC 12),12=-102(LC 12).23-413(LC 12) Max Gram 29�7(LC 211,12=865(LC 18),23=2088(101) FORCES (Ib)-Mas Comp.MlazTen. Nllorcea2500b)alearmeplwllenshown. TOP CHORD 1-2-7931571.2-3-8331537,34-9811130,09=-27&430,64=-7N9Vt827-8=9031271, 39=10981301,91 k-1111222,10-It=114]099.1-28-6014418,11-12=90]/1]0 BOTCHORO 2627=42W626.24-26=91&501,23-2m-536/17],22-23=359/0,20-21=-270i 19-20=5701202,1319-0.184217-18b16a3 WEBS 326=-212289,3-24=941/108,4-24=-3481147,324=63811021,21-23=-1937B38, 321=-1919 fil 7-19=-]28260,6-19=-217/143210.13-302/110,13-17=-1131i 1113=-70081.8-17=-172985,1-27-39D5ID NOTES- 1) OTES1)Untoratnced tool lum loads neva been Lomiaere l lorthb deslgn. 2)Wind ASCE 7-10;VUR=130mph(3-fismd gust)Vasil=101mph;TCDL--frol BCOL=S.Opsl;h=2Sft;8-,151b 1,1511;favi Cat. II;Elm B;FEW,,GCpi-0.18;MWFRS(directions)and C C Exledm(2)0.t-12104-7-10,IMeMr(1)4-7-1010 8-0-0 E#edor(2)8-0-0 to 12-5-14,Interior(1)278-0 to H-94 zone,carmlever left efm0sed;"vertical 10 and right exposed;ports left exposed;C-C for members and forces A MW FRS for reactions shown;-umber DOL-1.60 Plate grip DOL=1.80 3)Provide adequate drainage t0 prevent wafer ponding. 4)All plater ata 2x4 MT20 unless otherness indicated. 5)This Vies has been designed for a 10.0,sf bottom cl»rd live load nonconcurrent with any other live bads. 5)'This tuts has been designed for a Ilya load of 20.0paf on the bottom tlwrd In all areas where a rectangle 35 0 tall by 2-0-0 Woe will fit bruseen the bottom cord and any other memthere,with BCDL=10.0,14. 7)Provide mechanical connection(by others)of truss to beady,plate capable of whbstanding 1 W 1b uplift at ja1M(s)except Qtdb) 28=274,12=102,23=413. V ei- yxllyBMpn pnmtln.aM aEPONaiES ON iI®INa tl¢LYOFa NIIENeEFEB.YNLEYIOEM!]O]m.IW.YM1SaEPoPEYeE. baa WN Iw use wYYVAN IN Iew➢cweaclai BwdeYpi YCana MY upcn Wwnelm Nuwn aglalw m4tlhklwl F Ydklg canWwnn.mn fim,Mitt.BB W re�.Ila d(Mlg d�wl nx41 valN x¢q{Yc W IIy d�P pwanefua and goIYwIY YlcwpwaR Tk[ImYJn Mo Me waldl aurpaerpl.Daalelaebrnedslo l+.vmlu�nMaY�n.Iweliwwwadlal al�ommamseeawYY.,�mula f.,,pwwmawaa�amaw.+re �(• htlYMslePwedMmdYlRYaxllo geasmcdl4Ya MnlicolNa�=YYwYm]gWellY dmnryafs", ons losses, NB eWa v.M Er Md. kdtmbr arse odmxss -.Ho Urwxam" 8l 8e[adnwryrl6mt99VJ191/IRI YwMY CNYIIn.w9d9aN al Mfl610<MnYViunl Sy4ly Ydarm�wl auylle Yanl�FMeYitlllUle.2la N.lee SlrPoI.5J6S12.Ne.adY3 VNR231 a. Te1rye.FL 33110 job Thes True Type Ory Audi A 10628T0 T35 Root Special Color I I Te1691b0 MUNIMP pemst supply, Jracro IN,FI32258 fi0lD agp2ob Reference somersh sthes,lrc. Mon Aug 0100:33:352016 Paget ID:WOO2yxTVP3BUB_TOVMeVyv£d-4pGnWRMpcm�ywE31426]nWZDF g3tlk8 sGE 840 12011E 19-00.12 22-1A 25&0 31-18 31 3 3&1E Y-140 g IN 1 60.0 5118 89M18 22-12 389 SSB t1 i-85 590 sCdN=124.4 n5= NAILED _ ixNAILED NAILEDSxt2 h4 11 8 ]Cp 12 NAILED LED NAILED bq 3r9= �- 2 WALED 3 WILED 5 6 4x5 0 27 29 9 W 31 32 4 9 4a c y 10 w o M 34 35 25 ]a 3] 20 23 as 38 Io B 10 41 1 42 11 Iglg Nv II NAILED av5_ NAILED WILED 3rg , 1 II 4AO= 15 3x8 145= 13 12 11 NAILED NAILED .1D= NNLED 31511 2N4 If 4.10= DW II NAILED NAILED Nm- RULED D+wO BOO 1211. 1990.12 11 8116 122121 PSB 559 2- S96 Plate Oil IXYF 120E-0Edp 1114628.0.1-01118. 30 Edgel MBP2-0 0.0112trD2-00.181(230.3002-01 128.&2120.181 LOADING(psi) SPACING- 2-0O CSI. DEFL In (la) Weft tM PLATES GRIP TCLL 20.0 Plate GMP DOL 1.25 TG 0.80 VeriILL) 0.22 2526 >999 240 W20 244190 TCDL 10.0 Lumber DOL 1.25 BG O.B9 VMIQL) -0.382S2fi ae56 180 BCLL 0.0 Rep Stress In. NO WB OBB Wdd(TL) 0.02 11 Na Na BCOL 10.0 Code FBC2014TPI200] Matd.Qs Weight 300Its FT-20% LUMBER- 9RACANG TOP CHORD 2x4 SP ND.2-Except' TOP CHORD Stru dural wood sh Mhung Eln cby applied, a eM VMdcMa. 24:214 SP No.1 BOT CHORD Rgld calling dlrectlyaPPlled or 5-10.15 DC brac�l� BOT CHORD 2x4 SP N0.2'Except• WEBS Woe Brace:Length(membeQ 584(523);8-&131]-181; 24-28:2x4 SP NO.1,IB-21,15-1],813:2x4 SP No.3 WEBS 2x4 SP No.3'ExcepP 5-22:2x8 SP No.2 OTHERS 2x4 SP No.3 REACTIONS, (b/sl2e) 28=138910-0.8,"""IS.22=2813/65_8 Mex Ho¢26=169(LC 1) Max UPIIB 26-]OB(LC 8),11=-115(LC 25),2L-915(LC B) Max Grey 26=1412(LC 1]),11=894(LG 14),22=2813(LC 1) FORCES. (Ib)-Max.COM Aylax..Ten.-All fomes 250 gb)or lase except Man shown. TOP CHORD 1-2-1100/888,23-13081842,35-13011842,5-6=]65202,84=-9701318. ]-8-1198/251,e-9-121]/188,)TO=-11 Wle2,10-11=837/140 SOT CHORD 2325-74611404,22 23=41 92 2 2,21-ffi=-29&62,19-20=-50pri 9D,18-19-]96/251, 11-151]]48,IBI 3--271,14-15-9810 WEBS 2-25-104/485,,618- 71W 323-&16V] 30. 106123013,2622=-259al 6216-2554/832,6018-fl52]l,S-IB-161/1530,]-1B=323/145,&12=35&8], 12-16-3811158,10-12-69/819,]-16=-5210fi3,1-26=-1189/588,1-25-]2311438 NOTES- 1) OTES1)UMeNnceal root Hive Ioads hove been considered is this design. 2)Wind ASCE 7-10;Vult=130mph(3-second gut)Vasa-1 of mph;TCDL=S.Opsi;BCDL=5.0ps(1t25n;SJ5fl;1-45n;W15 t;Cat. ll;Elm B;Encl.,GCpi=0.18;MFRS(directional);cantilever)aft apposed;and verlkal left and right equmed;perch ISS exposed; Lumber DOL-t80 pate gnp DOI-I.eo 3)Provide emotions drainage to prevent to,pO al 4)All platee are 3x4 MT20 unless omelMs.indicated. 5)This Vuss has been designed for a 100 psi bosom chord INB load r embeheunent Mth any oMer live loetls. 9).This buss Imes been designed for A INe load of 20.0pM on the b0gOm Gard in all areas More a rectangle 38-O ICI by 2-0-0 side volt int belvreen the bottom chard anal any other members,With BCDL=10.Opa1. ])Provide mechanical Donime en(by OMerre of times to bearing plate capable of withstanding 1001&uplift atsings)axcep+gblb) 26=]06,11=115,22=915. 8)'NA IILEO'indicates 3-1 otl(0.148'x3')or 312d(0148'x325')toe nails.For more details rater to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied tO Me face of the truss are notetl as front(F)w back(B). LOAD CABBIE) Standard Q W.aRNNaVVX{Eu1p.,p,alpyx mCPFJONOR9PW i1XS ANOWttUOED MIllxaEFEaANCE IIDE.r6)IAm.lD9X016 BEI0.4EY8E DEIk)1 Iw ufeaiY VIMi Mrek9cuvgcim,INc,MvgnaduticrlYupwm pvunelgi Ymovnm.ux]aM mYwNutlly dadpcgnpgxnt rot IMMIe1n.�lqe Ice.11'e WIDIq tlefblei m,al veMy ibe y YlccMlNolmki9an IwYmelennM gryetlY 4cgryyNe tlty¢y3n Fb9a geltll WIdrg de WfNn aq:4ghxLcaletllvlo geuen1 Uc41hp o1NxMMg11u¢vreb vp/w ctgtl mamEerzgYYaenem IIemMgyad penmgnida]ry ek' edwoyrep9np rw 54YYNmtlrogeYenlcdlgve WlNnna'de.iUMel49-UMUwN .Na .Ideas. K. repuJplM WlrtmMm.slwgre.tlelNely elecMm uNdaYy ulmNr00glntsUM3;.vMimnrUVANC11N11a.D9B 99aM K.BUYTpCMignMnl WWPaM1e Ertl BNtl. Slaty Mgmmen aWa11e 9wn inffi RYIe MylMtle.219 N.lee S4cel.elle]I2 NemxL1¢VAIISI9. Tanp.it 3a01a Jeb Tncc Russ Tyre Ory Ply Nmstesia TB180080 10628T0 T35 Rcol SWal GirSer 1 1 o WI o e Builtllnp ComporeMSWDIY, JeckcwWllle.F13225p 9.0]BSPy12B£V16M1iiT intlrchiRM,,. yfp3lpBinWZ1 MI.BjNps2 IO:bJOG2yxNP3BUB_]IOVMeVywEx48pGnW RMpcmyywE31426]nWZOFpWOlcejlysC.)E LORD CME(S) StaTcarE 1)Dead♦Roof live(balansa0):Lumber Ilmmass=t25,Plate Irwlses NI UNto0n Leads(DIQ Vert:1.2=60,2 ,60.8-7=4q)-10=80.21-28=-20,1]-11114 15=-20.11-13-20 Co TteteE III(lb) Vett:2=100(F)b100(F)24=-51(F)2i 1(F)2>=-100(F)28=-100020=100(F)31-100(F)32=100(F)31a213(F)3Tx-208(F)38=51(F)37=51(F)3B-51(F) 3&-51(F)41(F) W4IVxe dAAe pnmmNmenONEAO NOTES ON THE ANO AVCLUOEO IMEIt PEfEP<N[EPFGEMII)4Anv.16OYMIS.AEVSE is ceYBn WAL]MuearyyvAT MIeAIDcvnreclon IMdr+�Kbun)wIY WTr Fbmiela¢9wwn,ddlrlw -W.[rlSrv{unn(vc'nl.ml WO1gtlWl,DNm eex+eva.ma aware moBr..rr„NlVanry lt»Nmtomrm olr>m�vm�P1NN aNe r>anv.kom me ma a�wNtmolreo M ]T. Pa9gtMtOletl 4lo fAtlVenitu.NNola MS ll�Weo<M/a clwaa memCen v.PA—DI nWw DW�^eEeMhafV a RwgareplaOtn 1ldNllYaxlloaavanlcagM wlln PonEYa LEAN ENA, mleIDel.e. NES reBor�p Ere /SMVlpn tlarye.O&aw.aeeclbn aAG IP9 der.Na.mamsMl.ms veaNNWiM10udNCnSnq Buaf aW ICRWMnyeonpoM e4WPeM EMBAtl. 9AIy IryOlagXm avtldle wan B�MIe EWMIe.RI8 N.I�STea1.9M]12 NBaWIM VP'P]la. Tariq.FL 99510 Job rllme T.Type any PIV Anastasia T9166061 10626T0 T36 Half Hip Giber 1 1 Job Relelerce(Malang Buildup ComporleM SuppFy, JazkmmilM,x132256 8010 avNaVy016NNk IM_2.s Inc. n Aug5M.00108:33:362018Page1 IO.bJOG2yxNP30UB_710VMeVywBd-MUNe_sS�wmX5W6nmL1aJp5P✓t0.1(PGaPMiFSysGID 2-00 6DU 2D0 460 Scan=1:156 SgsW 4vb% NALED N4 II i.eD Fu 2 6 a 2x4 II 1 6 If 4 Spial NAILED ser= a4= 2Dp 6D0 DO bp-0 Plate Otlsets(YY)- 12'0.2-8.61-121 LOADING(psB SPACING tae CSI. MFL In (Ion) Udeft Ud PLATES GRIP TCLL 20.0 Plata Grp DOL 1.25 TG 0.28 Vert(LL) 0.08 4- > 3 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 047 Vert(TL) Did 4-5 x430 160 BCDL 10.0 Coda FBCN14 1`1200O Marx NIS Horz(R) 0.00 4 Na Na Weight:321b FT=20Y LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD SimcWml wood sheathing directly applied or 6-0-0oc purges, BOT CHORD 2x4 SP No.2 ¢'sept end veNcam. WEBS 2x4 SP NO3 BOTCHORD Rigid ceiling dlreclly r plled or 1(Y00 sc bmGng. REACTIONS. (gosh¢) 4=23SNIIranicel,5=234/0-38 Max Hors 5=32LC25) Mat Uplift 4=130(LC 5),5=-105(LC 8) FORCES, (m)-Mm.Comp.111M.Ten. All fomes 250(Ib)or less except wren armor. NOTES 1)Unbalanced mol live lDatls have been considered for this design. 2)Wind:ASCE 7-10;VJt=130mpb IS second goal)Vasd=t Otmph;TODLd.0mI;BCDL=5.Opsi;h-25ft;B r51t;L2411;¢ave=tft;Cat. II;Exp B;Encl.,GGp1=0.18;MFRS inflectional);centiiever,left eia m ian;end vertical left exposed;porch left and right exposed; Lumber DOIr1.80 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This Voss has been designed for a 10.0 par bottom choN live mad nonconcurrent earn airy other live loans. 5)'This truss has been designed for a live load.120.0ps1 on the bottom chord In all areas ares,a rectangle 3SO for by 2-0-0 aide will lit between the WV=chord and airy other members. 6)Refer to girders)for truss to truss comecimns. 7)Provida mechanical connection(by others)of truss to beadng plate capsMe of wirstanding 10015 uplift at Idngs)except gtdb) 4=130.5=105. 8)'NAILED'Indicates 3100(0.148'x3')ora-12d MA 48'x1.25')toandr,For more delails rotor to MITek's ST TOENAIL Deaft 9)Reengage)or Mine connection device(s)snNl be provided suffldent to support concentrated load(s)81 Ib down and 101 It,up at 2-0-0 on top chord.and 24 lb down and 1615 up M 2-2-2 on bo tom chord The designIselecflon of such connection devke(s)is the responsibility of othem. 10)In to LOAD CASE(S)section,loads applied to the face of the toss am noted as man(F)or back(B). LOAD CASE(S) Standard t)Dead+Roof Los(balanced):Lumber Increase=1,25,Plate immase=1.25 Uniform Loads(pig Ven:1-2=60,2-3,60,4-5=20 Concentrated Loads(Ib) Ven:7=-7(B)6=-3(B) LjkW— V=Mlenp'amaYmanC aEae NOiE30N iliYIO M[LYDEOMIIENNEFE-NCEPAOEM, ]74 .IAOYlOra9EfONEUSE �l ve aYY oW� nefkIpdwneWev¢.11¢WbpmaXXwmYilvaal as4TcNDeprrWm� g0. fhou"n.w�'gMkOledatO peVenl Bald' fgDrIMAW]L,mweDOq/gelnrO mem[asa,Y AhdllagllamWrayoriDermmenid¢YH Mirek' AeeaOn wdtlMe xuT Irix FWlx Fu11Me.219 N tee$heel,SNed12 Neva✓Jb.VR2Y114. T,,411 3M1a Job Tam Truss Type Ory Ph 4n m. ie TB163082 1082BT0 T37 Heft Hip 1 1 JOb RelereRe BuiMlrq CompwaM 6upply, Jed80nNlle,FI32258 &0105 Aprz02018 Md44 i C bias, SF51L n WX U WjHM2016 Page i ID:dIIX:2yxTVP3BU6_]IOVMaVyx£xl�g4x0006cKE5WF51LU4Y]%OGUMnIMM535DOYy53jC 4L0 6-00 aoo z Sulo=1218 ss Sal 11 3 do 12 6 n4 II 1 s yq= ast= so-a soo a�0 zoo Plate OXsefa - 2:02-BO-14 LOADING(psi) SPACING- 2-00 C61. DEFL In 0.) I/1e11 t/C PLATES ONW TCU 20.0 t9ate Gnp D0L 1.25 TC O.z6 VeR(LL) 0.12 45 x587 240 MF20 241/190 TOOL 10.0 Lumber DOL 1.25 BC 0.42 VedCFL) -0.16 45 >a37 100 BOLL 0.0 ' Rep Sureae 11cr YES WB 0.04 Horz(rL) 0.OD 4 No Na BCDIL 100 Code FBC2014/FP120W Matnx-MS Weight 3610 7=20% LUMBER- ldll=N TOPCHORD 2%4 So NOS TOPCHORD Stmctumi xwd sheathing craCy applied or 6-0-0m pulBna, BOT CHORD put SO NO.2 axoept e0d veracals. WEBS 2x4 SP NO,3 BOT CHORD Rigid calling dlredy apptled or 10-0-0m bmdng. REACTIONS. (WeRed 4=zz131N4ach.Ioa,542BN38 Melt His. 6z66(LC 12) Max Up11X 4=-105(LC 12),5=59(LC 12) FORCE& (th)-Mas.Gomp.Mlax.Ten. Ag know 250(Ib)a less except wfien shown. NOTES, 1)Unbalanced roof live loads have been considered for this design. 2)Wlnd ABLE 7-10;Vu11=130mph(3 ..no gust)Vasd=101 mph;TCDL=S.Opst BCDL-5.Omf;h25X:B=45X;L=2410 eeve�X;Cat. IC Exp B;EOd.,GCO-0.18;MFRS(dlredbneQ and C-C Extador(2)0-1-12 to 3-1-12,IMendr(1)31-12 to 44)0,Extenor(2)40-0 to 5-104 zone;otoblever left exposed;end ven1.1 left exposed;porch left and right exposad;(D-C for members and forces& MINERS for reactions shown;Lumber DOIr1.80 Plate grip DO1=1.60 3)Pmvlde adequate drainage to prevent wafer ponding. 4)TNs loops has been desugned for a 10.0 pst bottom cloth live load nonoorcurrent w0n any other I'Ne loads. 5)-Thle truss has bean designed for a live load of 200p®1 on Me Sodom dcN In all area wtlere a reclargle 3&0 tall by2-OO wide wXl fit oelween the borcan chord and But,other members. 6)Refer to girders)for truss to truss Wnradions. 7)Provide mechanical OOnnedion(by others)of Mass to bearing plate capable of wlllatarxlirg 10010 uplift at joint(p)5 except al-lb) 4=105. WJRNMO-VRB,4apnprmnlm mtl PPLO MOTES ON 1.allo M IUOED MI1Ex REFERRNCE Fees Mtr]03 reu.IOVNAIS BEFORE USE. @valid to Uw mry'MN sefor"—U—1130�a Urft loJcmV —,wt almayLem.Perae�.IM betLp dteU✓jrmulvenn lM . WgcdOXvol . nesnedperaXY ncc�l[Oe nMMsWn ntoll¢ovaldl dldlade6Ur�.®acnans.lmeio wavnllamnndEaNxna n�vreo.lol mora maonra«l raamrle lRllR olw a+e l>e a Me aarlro �(• 61M sealle]Yr p41MYaMlo pevalJcdgxwllnPaYRd YBryaslwM IYdu11[Va. fd Barleltl gXCWca IeBa0V0' saps yyy FMBN4. Neft,e esson ovoseneoac.FOR res o1011aa Q/lau¢SVMenm K4J191/IRI vW GNMb.Daadeak[CaI WY1gC4mNMn1 Teirys.FL a%10 bM1ly INwIMXm aVdttle Yen IoW Rak MMM.218 N.Iee Sllea1.5J1e 314.NeiOVM Vh YIJI<. Job Thio Truss Type Cy Ry AnaSlaela 9180083 10628T0 T38 Bad 6peclel 1 1 ob Re BMMIrp CanporwM Supply, JeWamlle.FI=55 0.010 6Ap120201 rev lMo6XD Irc. Mon bNMPD8:33:302018 Pa9e1 ID:bJOG2y lVP3BUB_]IOVMeVywEd-IDVOPITES%OWmPyWBbpNPDb]SbbVJjnnl(_ysOIB SB0 1S S13 1 1638 21-30 22-&0 2S3A S&8 ]$b 6 1 480 24L0 190 2S8 five= BnN-15].2 a 3 ].W F12 21 22 5 ass. 2 0 m 4512 i 1d 1 111 ga 3 S z4 ¢ a zn 15 4xlo= a ass- �- 19 10 1]3x0= .10= 7210= 588 11391348 I 1638 22&0 253-0 s99 lb No a69 a6A 2-sa Plate OITNASOXYI- 14:0300-2-4111CDO3-8Ed0el LOADING(psi) SPACING 27 081. DEFL In pw) aided Id PLATES GRIP TCU 20.0 Plate Grip DOL 1.25 TC 0.40 Ved(lA448 L) .12 12-13 .999 240 B. 290 TCDL 10.0 LlEnter DOL 1.25 BC 0.54 Ved(TL) 426 12-13 .999 100 BELL 0.0Rep Slreas Inch YES WB 0.84 Horz(TL) 0.08 8 No No BCDL 10D Code FBC20f4]TPI2007 MNdx-MS WeI9M:174 to FT=20% LUMBFA- BRACING- TOPCHORD a4 SP No.2 TOPCHORD Slrucluea Mod eheatMng directly applied or 4-5-14 co purine, BOT CHORD a4 SP N0.2'Excepl' emept end veNcals. 317,13-15,9-11:2x4 SP NoS BOT CHORD Rigid ceiling directly applied or 6-00 oc treating. WEBS 2%4 SP No.3 REACTIONS (IWslze) 8=088/0,5$19=998N-SO Mex Hoa 19=148(LC 10) Mex Uplift 8=120(LC 12),19=-101(LO 12) FORCES. (Ib)-Max.COmp.iMa%Tar.-All forces 250(fid orleo awfiblehanshown. TOP CHORD 1-2_135]206,23=-138]281,3-0=1386'325,45=149fi837,Sf1445243, 810=-965/1]8,119=-940/172 BOT CHORD 18-19=-1 5M54,13-14=44/986,12-13-1 14825.11-1 2-nWl3Y2.10-11=-21&12116 WEBS 2-18=-4121135,14-18=1921127$512=28411 51,61 0-1 5 022]3,4-1'6-13]/828, 1-18=412/964,4-14=-155835 NOTES 1)UnbMenced roof live loads have been consldered for MIs design. 2)Wird:ASCE 7-10;Wt=139mph(35econd gust)Vasd=101mpt;TCDLd.Opef;BCDLd.Opa; b=-25tt;S=45f1;1-2511;eevealM,Out, 11;Exp B;Encl.,GCp"18;MW ERS(directional)and C-C EdadodR 0.1-12 to 3112,Intedor(1)34-12 to 135-13,Ederor(2) 13-513 to 16-513,Intarior(1)2130 to 251-4 mne;end vertical left faq oseci for members and fomes 6 MFRS for reactions shown;Lumber DOL=f.60 plate gdp DCI--1.60 3)Protide adequate dranage to prevent water polling. 4)At plates are 2x4 W20 unless.0barver.indwid. . 5)TMs trues hes been designed for a 10.0 pat bottom chow live bad mcconcurrent Mit any other live loace. 6)'This frusta bas been designed for a live load of 20pleff on the bottom chord In all areas where a redaWle 3L-0 tall by 2-0-0 Able Wil fit babe en the Whom chord and any other membem,mth BGDL=100bef. T)Provide mechanical connect.,(by others)of truss to bearing plata capable of withstanding 10011 uplift at lolnt(s)except fit=1b) 8=120,19=101. Q WIpelpyfftw MrrpnpvxnMwt--ONO7E -we 4N0-1-0 M11EN NEFEWNCE-05-11"nv.lOtl.X1016 eEPoaEUSE Y�!` Di WM lw-aiywllb AY7eM®om Ao¢M .ur I Wad a".,pi Saw .'a rx- WNw'lMdipcanrxx¢nl. Wodcva Pate un.IM lwW,WlNrvv nxzl vMry ca,. orayOr hu'hor rs.po,,,4w,..down Mo.r-e �■�•YY�■ aydea�.6uvplmeowaclowevenlp aw orr,mlaw mmvre .1-ri acre—henwry.anamra remPway as perma�entI. I,, MITek hawaya repleOeenvfi 'ece". enl i.wllh Favev]feryadwy.lyldlyC, . . gnrera 9M 1ofic, lnre I$hyI. - tlMN9ry.ae=im 4M bMYp 2In.h... MmniMema fPBwX4VR11 Oa.GII«M.osuieM eCll weGYpeomparwnl oa PeIL hMerve EWIy IMpmuXtn ava.de can lrin Me MIM0e.11eN Lee51rw1.9J1e 91 R.NexaMh VP'Yt]I<. ia,ryv F br Joe Tmm T.Type Dry PN Anespsla 916ece 10628TO TN Roof Special 1 1 Job Reletenu o 'oral Buil01r0 Comporwm Sippy. JecksorwnM,FI32258 8.01Be Apr 202016 as st,Imosenes,im. Mon Aug 0108:33382018 Pagel IDFIOG2ynNP3BU8_]MVMaVywF�.1-IGVOPY�ES%DWmPpWBbnpM03jgC88BVJ11mILYSGIB SPg 11513 1848 2330 f 25J0 I SB3 ]-0-5 A N 2°0 4 aro II 3 g ]FU 12 IS 'a4 II 5 b5 G 2 gag='h9 II 6 ] III Iap 1 1 q d n is a o= sea 13 12 11]a10= 2x4 II MIO- w I 1X9 1138 1&td 2530 SB3 66D 610° ]13 PI Offsets OCYF f 39 0-2 01 110' 002-121 LOADING(psi) SPACING- 2-00 CSI. AFL In (lac) Read w PLATES GRIP TOLL 20.0 Plate Odp DOL 1.25 TC 0.35 Ved(LL) -0.11 010 >BBB 240 Nf120 24V190 TCDL 10.0 Umber DOL 1.25 BC 0.54 Vert -0.25 010 >999 180 BCLL 0.0 ' Rep Stress In- YES WB 0.41 Hoa(TL) 004 B We We BCDL 10.0 Coda FBC20HUTPI2007 Meb.les Weight:1601b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Sbuclural wmd shealNnp tlredly epphad or 48-0 pc purlins, BOT CHORD 2W SP N0.2'E.pt' except and vsNcgls. 3-11:2x4SPNo3 BOTCHORD Rlgldc lllingdirecllyepplledor1O0-0«bmcing, Except WEBS 2x4 SP NOS 6.04 bading:11-12. REACTIONS. (Ih/slie) B1J98.O5-8,13-9 -SB Mex Hoa 13-15](1_010) Mex Uplift 8-115(LC 12),1Y--105(LC 12) FORCES. (Ib)-Mex.Comp. ac Ten.-All lames,250(Ib)ales,except when shown. TOP CHORD 1-2=-13 50210.2-3=-123 82 51,3 4=-1188/318,4-5=1314/32Q 5E=929]Ye19, 1 13=942/175 BOT CHORD 12-13=-120252,9-10=-]4/884,8-9=-180/X69 WEBS 10-12=181/1185,4-10-158905,49=128/558,59=342/182,68=-129&248, 1-12-83/903 NOTES 1)Untede nced mof five loads have been considered for this design. 2)WIM:ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101mph;TCOLS.Opsf;BCD"Rpat,h=25ft;B=4511;U25ft;eeveAfl;Gal. II;Exp B;Encl.GCpIE018;MW FRS(ClrectionaQ and C Extenor(2)01-12 to 31-12,Intenor(1)31-12 to 13-513.E aenor(2) 13513 to 16-513.Intanor(1)2339 to 251-4 mne;and methal Telt e>posed;C-G for meant and tomes&MFRS for real shown;Wmber DOL=1.80 pale gdp D0tf1.60 3)Provide adequate drainage to prevent wafer ponding. 4)This loss has been designed for a 100 psi bottom dmrd live load nonmrcurrsnt with airy other we loads. 5)'This buss has been designed for a Ilve load of 20.Opsf on the bogom choN in NI areas%Mere a rectengle 380 tall b,2-0.B and. w0 fit belween the bottom chard and any other members,with BGOL=109psf. 6)Provide mechanical connection(by others)0 trues to beefing plate capable of Mttatanding 100 to uplift at hAnds)except g=b) 8=115,13=105. V W1flNNa.YaXly tlMenpnmarxa anORE<O NOTES OM TXI3IN0 MCLVOEV NIrEN REFERGN[E VP6EM6]OAnv.I0.gYN I6 BEFOREVSE. Pot. Iorux MY`wMn eUle1s,n rvxbra.IM WYpIk L¢arJdJY�M1^n Pamnolnrs Mown,orM klormb]Ivkerd l%iWxy i+anr--wvml.,wl M1lnlood Pafae us,.tl¢dY,LV<leslpm meal veON Iln ryVka[pIN rinml9,V.vaoelws wq PO[E�Ix Inmrurale xNOa4�Info IM overtll Ivaare Xaegr. ®«b9 aYx�twem wevRm lrx:xere nl t.nlaa naewNb.w.ul,r nx,ra meml>n.r�.+v. nxnM,rvn tarnvmmv mal parmmam l.mre �(• 5dwoynregJeO ru SkMIINmdwgxvxni ml,pI Wlr(w 1tI>&'+IrnlxaEym]pwx�Ydanq]e. bell Building uiNe bbkaWl:iwa}n.LaIIVM'.mxhnmidacxwolMma-maM1rmnla3IZ,fi JIwns 0VA Medkrly d5l-N aM aCN MrMpcomRONrt ..R..t°�. WbMlrlwmdlon�+rtJ1Je M1wn Iw FMIe M9x0a RIBN.L9e SIrce1.91b 312 NeativLh VRYf311. Job Tluss Tre65 TYPa Oly Ply Arealesie Job Reference o 5onel 1062BT0 Too GABLE 1 1 B _r202J1 M e lntlustriaaIrc. Mon Aug010B3Po Building Compnent supply, JarimwMile, 16. 002yxNPWUC]NVMeVywxl-EMdBTEpgtlFIBryWUBoonl KPaGj e 1138 115-13 2530 11-30 22-5 11-P9 Sg_ sees, 1A]0 12 11 13 e 10 14 45 Too12 8 15 T 16 8 17 18 5 4] 1B 3 y4 4 20M II 21 d 2 _ I, 33 32 31 30 X29 2e 27 26 TS 24 23 22 Ns'4 so 334, 113 1 38 PI %Gdmt (X,V1 11"0.33P 1121'033 P131 LOAgN=(", P G 2-0-0 CSI. OEFL In (lac) Ma11 1M PLATES GYNPTGLLtlp GOL 1.250.09 Vid"i 0.00 43 >999 240 W20 2441M DOL 1.25 BC 0.05 Verti 0.00 43 >999 100 ress IMr YES WB 0.14 Hor2(TL) 060 22 Na NeLBC2014PrPQ00] MatdxS wri 1981b FT=20°2 LUMBER- BRAGWG- TOPCHORD 9W SP No.2 TOPCHORD Stmdural wood sheathing clubby applied or 81 oa pudlns, BOT CHORD 914 SP No.2'Except' except and yor ls. 1034:2e1 SP No.3 BOT CHORD Rigid calling directly applied or 10.0-0 M blaring. WEBS 2x4 SP No.3 OTHERS 2x4 SP Ni REACTIONS. All bearings 11-3-8 except oWerri 22=1311-8,31=13-11-8,32=13-11 A. 30=13-113.28=1311-8,28=13-11-8,27=13-11-8,26=13-113,25=1311-8,24=1311-8, 23=1311-8. (lb)- Max Hort 43=-146(LC 10) Mex Uplift Mlwlif lWlborlwsat)oint(a)43,3 ,M,22,W,W.37,3039, 40,41,42,30 2@ 28,27,26,25,24,23 Max Grey All reactio 2WIb arias atjolnt(s)43,34,3 .33,33,22,31,32, 35,36.37,38,39,40,41,4$30.29,26,27,A.25,24,23 FORCES. (0)-Max.Comp.Mlax.Ten.-All nomas 250(Ib)w leas except Mien sMwn. NOTES 1)Unbalanced tool live loads flava been Considered for this design. 2)Wind ASCE 740;Vdt=l3Gnth(3-sewM gusU Vasd=101mph;TCDL=S.opab BGDL�CftaC M1258;B--151t;L=25q eavadit;Cat. 11;Exp B;End.,GCpL0.16;MWFRS(diraclimi and C Extenw(2)61-12 to 3-1-12,Idebr 1)31-12 to 13-S13,Etledw(2) 13-513 to 1S tori C for members and forcers 8 MW FRS for saddens shown;Lumber DOL=1.60 plate grip DOL=1 60 3)Trials designed forµfM loads in the plane of the Wes only. For studs exposed to send(no mal W the face),see SlaMeM Industry Gable EM Details as applicable,or consult r,"died building desgner as per ANSI/TPI 1, 4)NIA 5)Al planes are 20 MT20 unless othemase Indicated. 6)Truss to be fully sheathed from one lace or securely braced amuse lateral movement(I.e.diagonal web). 7)Gable studs spaced at 4-0 or, 8)This truss has been designed for a 100 psf bodom chord live load nonwrourrent M1h any other live loads. 9)-This truss has been designed for a live Iced of 20.0cof on the bollom dlord In all areas where a rectangle 33-0 tall by 24M hide µVI fit betvrean the bosom chord and any other membem. 10)Bearing at loinl(s)33 considers parallel to grain value using ANSUTPi I angle t0 grain folmala. Building designer sal vedly capacity of bearing surface. 11)Provide mechanical connection(by othem)of Wes to beading plate capable 0 mostanding 1001b uplift at jolnl(s)43,34,3 ,22, 35,36,37,38,39,40,41,42,30,29,28,27,26,25,24.23. Q WI.-VeX24ulen Vvsse see rises some w1 na6 eve NICLad..aefEPCN[EY<fd mI ne,/.Is BEFORE VSE LHy1WWIa�MyxlTMleF®ccnrecbrs.IMdeAala[xarf oNy�V�Wanxlemtl�ervm.ane alo�m MhMM[urtllrycomr/w�enl.roi I�rydem Belwe uve.IMkMM1p neCyamW"e1H II'earMM'M_M of WLTp>tmnlmad IxcF^BY I,wgp+�ale BMOaNdn Mo IW avwdl btlwWlhe2Yedbakcts".�lop Imr4g'n1Tl a dh#xYaWIrM%eYdm� 9a�wtl paxMre�N�dt9 Te IboYg e IdNcab�alwIXA.aw6'W,e�eclRnaW pwCYe ollnmeimdlnoawlenLL lee.VlL/INI Ng2N OI1Ma.aNdV wq N:EIWMnYCanRlenn TM04hb1. Sdalylrlwmdon aAdAakwn Ilam RanxaMle.210 N.Leesnea1.911e 312 NemldM VRR2111. enpe,FL.4]610 JOE T11.84 Thal TTPe ON Fly Aramesie 191618088 10828T0 T41 Roof Special Structural Gable 2 i Job pee iia ua Ian .aa a�s�I zao iooa xRefsers2M1Won)e BUMirg CompaWMJedomllle.FI356 pAr221 . xMYtracOl S,bPIX5e.tPM3oenJ0AUuHp 01y0 :e3X4101yM0138mPLryepeeGj1 IO:bJOG2yNPsBU81DMavywExt-uB% Is.., 12>4 O Sub-L3e.o 2.OU t2 68 II 11 41 wa o 10 12 9 ,e 3V8 1 3m 1 6 M 1, 35 11 e ] 3 _ 7 Ig $ a 28 26 24 23 22 21 20 18 i6 17— 16 15 16 19 3 7x10= 31 3811 2.00FI-2 oae eaJ 7aa e2+a pas 61191 Pte OftmhfXYl- 125`0.a-46181x9 LOADING foal) SPACING- 2-0-0 CSI. REFI M (loc) IMM IM PUTES GRIP TOLL 20.0 Pleie Gtla DOL 1.25 TG 0.31 VM(LL) 0.062829 x999 240 W20 244/190 TCDL 10.0 LvnLar DOL 1.26 BC 0.40 Vert(TL) -0.13 28-29 aB(2 180 BGLL 00 ' Rep Stress nor YE6 WB O.W Hoa(TL) 0.00 13 We n✓a BCDL 10.0 Cada FBC2014]IPI20o) Matrix-MS Weight 9010 FT=20°k LUMBER- GRINDING TOP CHORD 20 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6 O0 oc purlins, BOT CHORD 2%4 SP No.2 mel averticals. BOTCHORD WEBS 2x4 SP No.3 Rigid telling directly applied or 10-0-0oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings lS-10.12 except gt=lonpth131�5A. (Ib)- Max Ho ,31�4(LC 8) Max Uplift A11 uplift 10OIb or less at Iolnt(s)31,13,22,16,23,14 excep125=IV(LC 8),19=112(LC 9), 24_248(LC 21) Max Gm All madio 25OlborlessatlolM(s)31,13,22,16,1],18,20,21,23,15,14,248xcept 25=6681LC 21),25--665(110 1).10=295ftG 21) FOMES. gM)-Max.Comp.Rviax Ten.-AII tomes 250(ID)or less except when shown. WEBS 1619=268'125,&28=343/113 NOTES 1)Unbalanced tool INe loads Veva been conslcored for thes tlerger. 2)Wind:ASCE 7-10;VIAL=130mph(&second gust)Vasd=101mph;TCOL=S.Opsf;BODIL5dpe1;h=25ft;B=45q —24ft;save--4lq Cat. II:Ego B;Encl.,GCp",18:MFRS(directional)and C-C Edmor(2)0.1-12 to 348,Intedor(1)34-0 to 22-2-8 2orw"for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate grld DOL--1.60 3)Toss designed lorelnd loaisift a plane of the from only FarsWdsexposedto Wl (WnMtolfrefacs),see SlaMaMIMl [N Gade End Details as app icable,or consult qualified Wiffing designer es per ANSI TPI 1. 4)All pietas are 20 MT20 unless otherwfae'mdiwted. 5)Gable sills saweal at 140 ad, 6)This truss has been designed for a 100 put boean chord Ilve load rrnmoncurrent with any other live load, 7)'This truss Ms been designed for a Ilve load of N.Opef on the bottom coard in all was where a re tergle 36 0 Pell by 2-0-0 wade wl1 fit between the Whom ordinal and any other members. 81 Bearing at lolnt(s131 coMiders parallel to grain value using ANSVTPI 1 angle to green formula. Smit ug designer shawl verlty capacity of hearing surface. 9)Provide mechanical connection(by others)of Buns to beMng plate capable of wfiMtanding too to uplift W)wnt(s)31,13,22.16,23, 14 except liUb)25=1 V.19-112,24=248. Y WdFNpeVerUy cWlenpzrxlx`enCeEPON07Ea ON iX5 dNO X1[LUOEO MIIEN aEFEPIXCE Id6EMM]I)J m.r6DYMIeaEFOXEUSE. �4glvW rd us MY` MIIeMW comwlors.Int Wd(pht✓sae only uµm Wrareles Ywvm.o✓Jls lw mtrxllNMb'dNMq{wmPmeni.mi plmaWem P¢Iwa pw Wtlp IXLLTwr mtlslvulry lrngWcdMllyof MCSg,Wmrielers Ur✓J goPerly l« r ale Mnvle9Jn FlalMawvJl Wdde gtlpn aIXnphtalednbPevbnl LuctlM{o11rtlNYluM llwwel,ml/«cMdmem�r Mm IcmMW and Wmwere Gaclp nawwrenwad r«mftgwwfolParenl towmrawW rwmle Wralua na/Y dile Pol>am a,.,,aee. sentare w' kMcaltneMa3e.�Y.ereclbncM[v9C Yl ollnsesadllrmsyslwne neeRllA/RII OItlIIM awerlu.09B.a9aq aC$IWMM9Carr0.vxnl aW4 VeM EM3W. SdMy Inlwmolbn aWVtYe Mwn InR Pale IntlMe.RIB N.lee SMeei.SJIe alt NemMh VA4a14. Targe.FL aMla Job T. T.Type ON Ply AnasNeia T9160087 11MEBT0 T42 R«1 Some 10 1 Job Rel 1 'Drell BUIIdiN Compared 6Lppy, JeckNmnla,F132256 6.9tVJB MI4Uleml -il lvIcArlaa,te.. GBiQq 003342206 PN e 1 IDWGGZyxNP3BUB_TOVMeVyxExl-A21vFVWlemjyFO_GB1QgewIPILMOgZ5ELp_TlyeDj) yye 6-5a12.56 IB-15 zzLa 3sd a1d sP1e seta eat uuK=1]8.6 00 FIT BR '. = 9 16 _ ar = ] 4 s 16 41= 14 p6= 3 Mo= 1 q 11 10 0 IDI 12 ads 46- Unto- 2W It .01 13 h 11 2.W Fi2 add &66 12Jd 1314 22Id 318 31-0 5994 5914 439 Piet at 1 IXY)-- 1 002120.2-01111'08 81 (1293120.2-01 LOADING(par) SPADING- 280 CM. OEFL In Q«) VLWB Ud PLATES GRIP TOLL 20.0 Plate Gno DOL 1.25 TC 0.45 Ved(LL) -0.251611 9999 240 MT20 244/190 TCDL 10.0 Lunber DOL 1.25 BC O.TI Ved(TL) -0.6]1011 aa93 180 BOLL 0.0Rep Stress lett YES WB 0.90 HoU TL) 0.19 B We ida BCDL 100 Cod, FBC2014RPI200] MaNx-MS We'l rh 112 to FT=20% LUMBEW BRACING' TOPCHORD 2x4 SP N0.2 TOP CHORD SImOWralwood sheathing dimayappled or 2-7-15co plains. BOT CHORD 2x4 SP 140.2-Escaper eaep and visa cats. S-11 2x4 SP NoA BOT CHORD Rigid ceiling directly applied or 7-0 6 cc bracing. WEBS 2x4 SP Nu.3 WEBS 1Row at oridp 5-9 REACTIONS. (Isaii 13=882 58.8�echanical Merz Hi 13�(LC 8) Max Uplift 13=-156(LC 8),8=1]1(LC 9) FORCES. (Ib)-Max.Comp.IMax.Ten.-All tomes 250(Ib)or less except when shown. TOPCHORD t93=-84t/183.1-2=249&4]1,2-3=-40B1O8I,3�-2651/42],5E=ID9]2CB, 61-1 1 54209, BOT CHORD l-12--545!141.2-121=-WBt3W 11=-2=-04!2598 WEBS t-12=4512351,2-12=6882.7-9=-11=-2]511592,311.5290,8-10=-1402/402, 510-_-8/438,5-9=-163&312.]-9=-210/118] NOTE& 1)Unbalanced roof live loads have been considered forihla design. 2)WIN:ASCE 7-10;VIA=130mph(3-second gust)Vesd=lotmph;TCDL3.Opsp BCDL=S.0i h=25M1;B=15tl;-24f1;sari Cat. II;Ely B;End..GCp=0.18;MFRS(directions)and C-C Fxteal )01-12 to 34-8.Intrame(t)34-8 to 22-2-82ora;C-C for members and tomes 8 MFRS for readons shown;Lumber DOL=L80 plate grip OOL=1 W 3)Tom truss has been designed for a 10.0 psi Whom dwrd live load emconcunent with any Omer live loads. 4)-This truss has been designed lot a live load of 20.Opsf on the botlom chord In all areas where a rectangle 3-6-0 all by 2-0-0wide sell fit between the Bottom chord and any other members. sI Refer to glydeds)for truss to Imse connections. S)Eeadrg at wide)13 considers parallel to grain value using Abli 1 angle to gr41n tornado. Building designer should verity cepadlyof beading surface. ])Provide mechanical connection(by others)of truss to bearing pate capable of withstanding 10010 uplift at joints)except Qidb) 13=156.8=171. Aro ...yMlylNpnpvemNw-1 also worse nN rNIE4Na XICL UOEO MREx aalina.ce as MLLAA m.'.or as as IY_Wjr Wla 1a ws way Mn MrekW ccry .Ri a-u.nly al--M1NGrd alWpcwn-rnrnl,ml Ts,seem seems UDIre Muer,Ireserve osar veld Ire gplcWlh of WNT porametwo and Vy noPinc rate die deeen Mo lMs ovull aAuq daelJ^ a«n9aebdmnlo gevenitwmn9al«wu4lmv.eUwMwarealnl>Olawuy.anew lenpwevmewlr�nn lx Mew kawanrgAee tw Ytl%IhwflotxevwacM[x19 wM1BMea9e CemrxB 11laYmtl PCPwtYd�rNW.wrearrera pneFe rwean nw IMv1 nrol.sle11 eMPery.aossaWJ Ur 1 2st-iaaressel rnaue/MLN yIO 11 af6'aVap aCal PlYlMcwnWnnln sells,FILL EW3M. 9eeN InrormaMm 2rvIX4e M1wn 1rIV FMIe IMIMe.RIfi N.Ice Saeei,911e d12 NeiOYab.VRZd14. Terga.FL 98610 Job Tress T1uaa TYpa Of, PN Melted, T016B060 10620TO T43 Mdw T:5@uMWN Gablc 2 1 Job 6 WT.s o 4onel Building Gdnponxt Supply, JecMomllk.F132256 0.0107Apr202016MiEIHSFXNw4mrc. Mon Aug0100:33:l32016Page1 I8 7-12 all 12 18]M1IVIMVywEtl eEIHSFXNwIrpiKSbkByMOTFU1dA1N8ET]YXIRysGj6 0-0-02 141-12 3312 1_-0. 51142 )312 bS0 0 -2 811, 1F3a 16J12 6]-02 id-0 1d-0 ti0 1d-0 1,40 1,1-12 24 H-0 11,0 l60 Sule=1:26.7 as, 11 28 O 12 RB 0 D 2 9 8 9 8 5 3 2] ! — 1 2 9 10 �$ m n is 1s 14 1a 12 z1 a.4 u 3�12 4,7-12 1 111-11 112 22 23 z! zm 1z eSB14b)-f2 51112 1131d-0 1,002 i5J12 6]-12 1-40 1d0 1dL 110 F 1 40 Y2 62 14U 1 PladsOffsel 10'O& -01112'0.2-000.01 LOAOIHG(Pat) E-ACI"NG- 2-00 CSI. OEFL In (lac) We Utl PLATES GRIP TGLL 20ApOL 1.25 TC 040 Ved(LL) 0.102621 560 240 win 26W100 TGDL 10.0DOL 1.25 BC 0.82 Vell(R) -0.41 2621 >243 1W BCLL 00 ' ws Ina YES WS 0.05 HorzHQ 0.00 12 we We BCDL 10.0BCXH4TP12W] wtdx-MS Weight:W FT=20% LUMBER- -. BRACING- TOP CHORD 2x6 SP No.2 TOPCHORD Shunnral waoC sheathing directly applied or 6-0-0aq partly, BOT CHORD 2x4 SP No.2 except and vamcals. WEBS 2x4 SP NoS BOT CHORD Rigid ceiling directly applle0 or 10-00 oc binding. OTHERS 2x4 SP No.3 REACTIONS. NI bearings 6-10d except gtdenglh)24�8,1]=038,1]A38. Ob)- Mex Hom 24�88(LG 8) Max Uplift All uplift 1001borlass atjoim(s)24,12,15axcept 13=140(LC 1),16=-822(LC 1),1]=208(LC O) Max Gray Mireadlons2Wlborlematfdnl(S)15,13,14.16excapl24=281(LC1),12261(LC1),1]�W(LC 1),17=830(LC 1) FORCES. Ob)-Mex.Goftp.M Ten.-All tortes 250(Ib)orleesincept Ymen shown. WEBS 317=-258162 NOTES 1)Wind ASCE]-10;Vul=l Wmph(ase d gust)V=w_101mph;TCOL=5.Opsf;BCDb5.ops,,h=25ft;B- 511 L24m;eupa Cat. Il;Exp B;End.,GCpt=0.18;MW FRS(dredlonal)and C-C Extpnor(P)0-1-12 to 3312,Interior(1)33-12 to 15-2 0 ZMwC-C for members and tomes 8 MW FRS for reactios,shown;Lumber DOL-180 plate grip DOL-1.W 2)Tress designed for wino loads in the plane of the tress only. ForfeNtls seposetl to wind(ruormel to the face),see Standard Industry Gable End Debate as spplicable,or consult qualified building deslgne as par ANSVTPI 1. 3)All plazas ere 2x4 W20 unless ot smar a Indlfatwd. 4)Gare stuns spaced at 1-4-0 or 5)This Voss has been designed for a 10.0 pet bottom cWrd me load nonodwurent win arty other In loads. 6)-This Vuss has been tlesiMed for a live load of 20.0psf on the bottom deed In all areas where a redangls 38 0 tell by 2-OO wase will fit beMben the bottom chord and any other members. 7)Beating al joints)24 considers parallel to grain value using ANSI PI t angle to grain formula. Building designer srx kd verity capacity of Warring surface. 8)Provide mechanicel connedlon(by others)of Was io bearing date capable of withstanding 10011,upllt at)amts)24,12,15 except Otdb)13=140,16=322,1]=2W. AWIRNN6-VWly Eftlpnpvamrtn=m4RFAD NO]E9 aN]MR rVIO WCLUOEa eIIENaEFEMNCE PIaEMW]IAm.ImO.Y[alSaEfORE USE. �1 Wb to u.�e MY�MMM®eonrecbn IMtln+�@L¢etl ur1V u{vnr✓aonelers Lawrt a'AkW m IqukAq dad@pawnexxienL mi au¢yy6 nP¢1pp y¢pAM1iq dRygh imNNeMy R¢agNe:(xMM/ddetlgi paanetersaW go�IY rcwpaaee xwdwgmw lenove�dl dl3xf tletlpn bIXVgha4:oletl@bpaWniG�goIIMYMNInra webaMMCMtlnwmL[aiy.Mudd M�iWaYmtlpan✓a¢nldmhq @tlwOp repwwd NRVAYihaE fkdlvMbyaIMlknwmaloalbambBm.iebMNa.ieY.hwdencIblnMng�WOM.'deHnMihWsMYRpMNed.aweRe�l.@sMaNtaVepww'u +Yatlru PtliMe�Jd"nApWC4aqmpMos�wra TBBaeryLaP,W fL NEdi1pbnisroop,raW91mhssied, MD9B.aq NWY 21e N.tee Tsues 2hyw24eIA. JOb Truce ThsType : v Ply Anastasia T9180089 10828T0 Tab i as Rood Spedal 10 ' Job RefZ.Littman BuiMirg Component Supply, Jacksarvilk,FI32258 ID:WOG2yxTVP38 kMVMSVywF EIHSFXN I®yMOTFMtl(DNETPYI(1BYs IS I-0d BSd 15312 a68 Li.o 610< Scale-+268 cess II a 0o 12 It 12 m= 3 art= 2 0 10 ass= 1 a 5 p h10= = Y bs= 0 2.00 FIT Za4 11 6dB bSB 15312 Ll0 4b0 610.4 Pkte OBaets lXV) 110.2 b2-O118'OdA O-3411)'0.2-00.2-01 LOA NG(loaf) SPACING- 2-40 WWI. DEFL In gcc) IMsll Ld PLATES GRIPTOLL 20.0 %ate Gdp DOL 1.25 VeMLL) -0.18 6 >999 240 &I 2H/190TOM 10.0 Lumber DOL 1.25 Ved(TL) -0.39 Sb x485 IntoBCLL 0.0 ' Rep Stress Incr YES Horl off 5 Na We BCDL 10.0 CWS FBCMo Pt200T Weight 14M FT=20% LUMBER BRACMIb TOP CHORD 2x4 SP Fill TOP CHORD Stlucluml wood sheathlrg artily applied or 338 ac purlins, BOT CHORD 2x4 SP No.2 patent and vaaoads. WEBS 2x4SP No.3 BOTCHORD Rigid telling directly applied or 7-313 oc mull WEBS lflow at redid 3-5 REACTIONS. (hostel 8=601N5-8,5=801IMechwnica Max Al 8=881LC 8) Max UpfiM 8=9 T2(LC 8),5 l,t4(LC 9) FORCES. (Ib)-Max Comp.IMex,Ten.-All fomes 250(tD)or less except whim sfmwn. TOP CHORD 1-e=563/151,1-2=18411403,23=-2311/519 BOTCHORD 6-1=4179/1825.59=-5652218 WEBS 1-1=350/1886,2-0=-341/133,24-12W416,3d—lV414,3-5-2151/554 NGTES, 1)Wind ASCE 1-1P Vult=130mph(3-seomd goat)Veal=101mph;TCD1=5o,w%BCDL- .Ops(b=25fi;B-,15ft;L-24tt;aeva7111;Cat. Il;EV B;Ewl.,OCn60.18;MFRS(clamorsl)and C-C Exleror(2)41-12 to 31-12,Intel 31-12 to 15-2-0 parl C for members and rorces 6 MFRS for remains shown;lumber DOL=1.80 plate grip DOL-1.60 2)This truss has been designed for a 10.0 lost bottom chord live load lonconwrrent with any other Ilm loads. 3)'This(loss has been deslgrod for a Ilya load of 20.Ons1 on Me boftom chord in all area where a rectangle 38.0 tall by 2-0-0 wide win fit between the bottom chord and any other member. 4)Refer to imushi)for trues to theas connections. 5)Bearing at lolntls)8 considers parallel to grin value using ANSI/TPI 1 angle to grain loruma. Building designer should verily wwdty of sming surface. 6)Prowl mechanical connection(by ofhet)of tars to beating plate capable of wiMstanang 100 to uplift at lolntls)except(itd6) 8=111,5=144. Q WARNwaYaMYGRYpnRumuhm mO REFUNOiE50N iMIb INU MGt UUEOInFx REFEaAHGE GatE M0.i1Am.IM#ROIE BEFORE UEE Wp91vWlld us wIV'wlln MIIeM�carvxola5.RJs WL(Ftttrws]oNYulwnIXnmwlurs UwwkloimMNUJ WMtp cmwrcnl,ml mwwit— will rvlwWXp tlefp_.11. NN i.ono 2n I"Mu'lpdanelanaW puPelYx✓' 1.nBCHYan'nlollw wmY WQgdeflgn BIXYq YMcal Nato gevenl Lap alln]Ntlhel pUiweli m]/acMhtlmeTbersdYy.hpWrM lBmMaY VNpempranl is n e atlwayhW.ahedlasPtWlynM lopeventcdltps MT WRaMapdwMlhaaY Wl ggwlydmmopa id 9u�ehd p�tlrceheq>ttlp Ao gaa4 Pub EatldJ. klwpalMtatuWa.tlaKery._As, h Lpollnmsad Mlu MldrLL NieANal/Ml Oudh ChllMb.OYM aq KMWMhOCdMuuhtl SdMylhXumaXm rn'dYtAe adn aimflule MMOa.RIa N.lta]Teel 911e JIR..Vemi9h VPY1311. nw w,R..1. Job True Tries Type CRY MY Anesmaie 79168070 1WIR0 T45 Idiartler 1 2 Job Reprelee o lionel Mmg CdnpolleM SupIY. Jadspundi e.F132256 Inc. Mon Aug 0106:33:452018Papef Bul 10:bJOG2yxTVP3BU8_]PoVWVywEx4bdO2bZdShSWbUIN9DOSDYWB%_eSAgXwJ1e14yeGj4 660 61077 162d 13612 `611-0 8039 6g0 3H 36< 3d4 64'4 360 6ule=1'x6.0 py- '64 11 98= 46= suds= 5x12- 512- 56 ] 9 1 2 9 16 4 5 17 6 5 15 13 IB M 10 21 22 13 R3 24 25 12 R6 27 RB 11 20 30 10 31 32 33 9 'M114"HIS 11 &1U ✓.1624 8,12GRGI JUS24 ]x10= US24 JU620 �- 'U. B/1a= JUS24M4 M1Y0H611 JUS24 JU524 JW24 JW24 JUSRO JU624 JU524 JUS24 JUSR4 JUS24 JUS24 JUS24 gauntJU6U PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 669 6104 10.2. 16612 163.1140 20-O y..6 Sbd 34d 3<-4 Pie OnWe OCYh 11 Edoe 0.2771 R02 281 n0-24O2.118Ed9e0.2 1IWO-d-B Etlpel 11 l'0-2-120+01.112'65-00-0-41113:0800481 LOADING(psi) SPACWG- 2-00 CSL OEFL. In 0.) Wal IN PLATES GRIP TOLL 20.0 Fane Grip DOL 1.25 TO 0.80 Velt(LL) -0.30 12 x803 240 Mi20 2471190 TCDL 10.0 Lumber GOL 1.25 BC 0.8] Vartyp -0]2 12 >331 180 MT20HS 18]/1/3 BOLL 0.0 ' flap Strew kor NO WB 0.93 Hoa(TL) 0.10 9 we We Weight;25916 R=20% BOX 10.0 Code FBC201d/TPI2007 At MS LUMBER- BRACING TOP CHORD 2x4 SP SS TOP CHORD Sh11CWral wood shplMng dracbly applied o12-612 oc purine, 0OT CHORD 2x6 BP No.1Exaa' pl' except and vandals. 613:2x677 EG BOTCHORD Rigid culling directly applied or 989 W bracing. SS WEBS 2x4 SP No.3'Excepn' 145,877:2x8 SP No.2,1-14,610.20 SP No 1 2-13,3-12.6-12,]-11:2x4 SP No.2 REACTIONS. (Ib/size) 15=]9]4N-5-8,9 084/(r68 (req.0.412) Mex Uplift 15=18231LC 4),9-1830(LC 5) FORCES. (Ib)-NvG.COmpWa%Ten-Alllorces250gb)orlras axosptwhensh9vm. TOP CHORD 145=E]521558.1-2=108]4Y2430,2-3=1888613830,34=4910]/4308, " 19107/QW,6]=1]05713668,Z8=-lMn243O 8-9-=8]4&1555 BOT CHORD iH5=434/J82,1614=-2430/10674,12-13-3657/16997,11-12=-38681705 . 10-11-243M0077.9 10=-841362 WEBS 1-14=9821222],2-14=4135582,2-13=-18810410,313=-1554/36],3-12=80912484. 612=-59&2416,G-11=1503/3]],]-11=-1]04050],]-10-40751969,840=-2]82`2230 NOTES- 1)2-ply buss to be wrJlecled togaherwilh four(O131b(.1')wells es follows: Top chords connected sa follows:2116-2 rows slaggerad 909-0 oc,2x4-1 row at 6]-0 or. Son.chords connected as follows:2x11-2 mea staggered at 0.60 oc Webs connected az follows:2x4 trove at 0.90 ac. 2)At loads are considered equally applied to all piles,except if noted as front(F)or back(B)face in the LOAD CASES)section.Ply to ply connedlons have been provided to distribute only loads noted as(F)Or(B),unless dividable indmled. 3)IWExp BSEncl,,GCV10.18;MWFRS(diedonatl).WmberlmM; 60dalegpDCDt-50071,1125n;8=451t,1-24X;eave=4n;Cat. 4)Provide adequate drainage to prevent water ponding. 5)NI plates are W20 plates M.omeraiae Indicated. 6)This truss has been designed for a 10.0 psi bund-chord live load nonwneudont wllh any other live bads. 7)'This Hilae has been deslgoad for a Live load of 20 opi on the bottom chord In all areas MGM a rectangle 380 tall by 2-0-0wNe Will fit between the batten chord and any other members. 8)WARNING:Requned beano,alis at loinl(s)9 greater than Iwi t becOng size. 9)Provide machanlca connection(by others)of Vies to bearing plane capable OI withstanding 100 0 uplift at plants)ts)except pidb) 15=1823,9=1830. 10)Use USP JUS24(W Rh f Od nails Into GI ow,&1a rails Into TM.)or equivalent spaced at 280 od max stahloO at 0-10 4 noun the tell end to 16-104 to connect lrues(es)to now face Of hottdn chord. 11)Use USP JUS24(With 1O nails Into Girder&IW nulls into Trrnbs)or equivalent speed A 2-O.0 Oc max.starting at 1.-121rom the left and to 19612 to wmW tuddi to back face of bottom chord. 12)Fill all nal holes where ben,er Is In contact with lumber. Q ry4aywe.yM4'4�rprgmMvenrl PGpNOfCa ONIaIS ANnIWCLVOEn nIIExeEPEMNaE PPGEMW]OTJ m. 1Y9.Y o"do flEVSE �Wplduen Yw�MllekDcexnedm nStleilFa xYy upn Wr ✓JhIum MIN]mIIwMOImJ mnPvr✓nl.ml aaw Mlem.&+Ida MAtlYq doY�rer mudv�MN IM WWcoCllNot de5kN4*x�nele-noo"lYFwlpOlabn8 W4T Into lab overtll plmno.an. &¢Fp Yxlcaletlklo pavenl tucglryolYMvkAitH lr�wMm7/ur chola memtnnuNY 4tldMrvn lemP�rorY mdFdmamttnslrq tcWafl reP4rM b� IdnptyW bpovmlcMaL'PwllblrosMO Wwrv9 MCYadPWrrlY Wrn�a. Id d&noCA PEWce rea[e�aq Ma 6074 Pent EM3W. pdYVnlbn dor'ge,don"y.wa[:Knaxld¢kpol lnvaatllnmbtslemi vee/,N9UMI GrbN CNxb,D96d9YM K91 WINnpCamWrrM1 Tmrpe.FL aa610 6yely Numarevawrldne IranyeemnexrMNM.21a Il.lee Goadanvoll N aood VRRYJI4. i� Job Twb T.Type Dy %Y Anssmia TBie80T6 1062aN TJS Flat Girder 1 '- JaD Refererce iabl BuftegD e,Sm Supply. Jackaomille,1132256 B.otobApt 202016 MITeklMuatriee,Irc. Mm Aup 0100:93:a52o18 Pe8e2 ID:DJOG2yWP3BUB_TNVMeVyxEWAM2 tl5a5W6UjipMSDMgX-DAgXwJIWYSC16 LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 JMorm Loads(pit) Van:1 8=60,415=-20 CorcamrMed Loads(lb) Vett 13=581(F)1"63(B)ll-M(B)10.581(1718- 8 (F)1B=S63(B)2R-5B11Fl 21=581(F)22=883(B)23=-883(B)2V-581(1]25 M(B)28=-581(F) 27=863(8)28-W(F)2F_-SB1(F)3�-863(B)31-363(B)32=581(F)33= (B) Q WI%IWOIMhEwlpnpvwMMr=na aEIDNOIEb ONTXI4IHO MKLUeEOM/IEYNEIEFPNOEPGOEMSI'"-I UR USSEFOPE USE, LNEp� U. NecNYMN Mleke cumclax Rb OeLgn aP'>wrel cNV uqm WUmelxrs Mown.rnlalw ai MMWJxI WlOprd comgwvmL ml Inaryalem az(ae un.Ilw dLhV deLLaPa�m�MveNy llv�LLWCMMOIdeYan Wonialerso�W golwnY lxpgxale R6doYan Flo No ovnrl pAdrq OxOOn. BacFyheOcaledkbgovenl G:cN[po11WNYllxN llosswebml/acMdmdnkrtvSMY.PAdM✓J 1emWnaYS^I`q:lmaMltlalp atlwaY[�eQJetl la akdllywJ to gevaa cdkY>�wtlDlwvde WPNnI FF.ryaW gcWlydanape. fa WnwalplW�cn�T{I Re ppSPMU Er1 aNd W>tbalkn ildoaa.4MNwY.aecMFaN docYq of lnmsa Xd B�niYslemS waAXW1/II OIMIM O111MN.eLd9aM SCN IYafnyCamWn•nl Telrya.FL S151a SdMy In1UT4Xm rM]Mde Boni In®Pale MIMa.RIB N.lee Neel.9Jle JIR.NeimNIY VRRRJII. Job Truss Russ Type ON N Ana Pstasia 916aW1 D628T0 Vol in Special 2 t Job Reference fteasafted) Bulking Component Supply. JeckSonwlle,FI-- Bulk482D P 16bJOG2yxNPlulu 7NVMeVyw611-3p 05H2FD7DNUHIMB_OSRxWjI(rytlBznB.WyaGj3 N 0 22-0 440 5i ae 0 11312 140 140 1-40 1-1-0 440 b]42 (a scale 129.2 3.00[1-2 15 a yq G 5 3 1d 2 1 e d e 10 700 2 11 tz 13 260 40-0 5-1-0 46c 11a1z las 110 1i 1i. 4-7-12 LOADING(puff $ PACINfb 2-0-0 CSI. OEFL in (loo) bidedl W PlATEB GRIP TOLL 20.0 $P C"ryDOL 1.25 TO 0.11 Vm(LL) rda - Na 999 Art20 2dd/1B0 TCDL 10.0 Limber OOL 1.25 BC 0.11 Ven(rL) We We 999 BOLL 00 ' Rep Stress ln.r VES WEI 0.09 Horz(rL) -0.00 T Na Ne Weigh:541b FT=2099 BCDL 100 Cade FBC20HVTPI2OO7 Matin LUMBER- BRACING TOPCHORD 214 SP No.2 TOPCHORD Structural wood sheathing dredlyappliedor BOO oc pudins, BOT CHORD 2xd SP No.2 easel and verticals. WEBS &4 SP No.3 BOT CHORD Rigid ailing directly applied or 6-00oc bracing. REACTIONS. Allceanrgs11-2-14. (lb)- Max Harz 13-�1(LC 8) Wall All uplift Mile or lees atjoint(s)7,12,11,10,9,8 Max Gov All reactions 25)lb or leader joinl(s)13,7,12,11,10,9 ex.ep18415(LC 1) FORCES. (Ib)-Mss.ComppMax.Tan..All fomes 250(to)or less except when shown. NOTES 1)Unbelenad roof five loads have been coviUered for this design. 2)Win:ASCE 7-10,Vu1b130mlh(3-seoond 91st)Vaed=101mph;TCOL6.Opsf;BCDL=5.Opsf;1268;B=45ft;L=24ft;eave=4h;Cat. II;Ev B;Erlcl.,GC;s 0.18;MWFRS(diredi.nW)end C-C Eaenr(2)Ot-12 to 31-12,Intedor(1)3-1-12t-1045.,,. -C for members and forces&MFRS for read..shown;Lumber DOL=1.50 plate gnp DOL=1.50 3)All plates are 2x4 W20 unless othersia inicated. 4)Gable requires continuous batlan chord bearing. 5)This truss has been designed fora 10.0 pal caftan chord live bed nonconcunent with any other INe loads. 6)'This true has been designed for alive load of 20.Opst on the bottom chord in all areas Me.a rectangle 3d loll by 2-0 -Me will fit between the bottom chord and a,.Mer members T)Provide mecbenial connection(by others)of true to seeing plate capable of wilhslanding 100 lb uplift at joints)7,12,11,10,9,S. 8)Deal plate or sbim required to protide full seeing soda.¢will buss chord at jolnl(s)13.7,12,11,10,9,8, 9)Dep between inside of top.hold beefing an first diagonal or vertical web shall not exceed O.S loss. �Wdexw4 Vxlryeaxen Po,emNmevaaFAa N"'i Wun h 1—u BonLWaBMoi—"ExFN.E PaaE 'Of m.lnyu,-- BEEONEUSE � Wkl la ve WYwAm rXlekAcwux'cton.ll'IItlesl(NIaR tlonlYw x,rraall,elars9wwn.mtl M➢utlld MY,%q<vmo, ml ryAem aelneue.Ore Wdq neednl mall vemY us,q .11 of WYT Wamaiersu'xlp ykwmxole men" Twll'd o�dHlm!T!ekpenns, mn0.aY ab l: --n"M¢a'M9aaa9 rte 11eslNel.a,mv.a anio saw laMmalMl aalmwnom lnu'Plole ymanae.zlex.lBa sneer sa1a31z.ne.Qioln va2vu. - - -. vv For � H� n5 A 5 6,O �mN�2 \VjxaOH A " ^ a ° 0 ,o�z� zO Noo o. D c ��mo ° (7 o ��0ozo - m^waJO c0 £ D ° Jm °D ¢D O i, . cEr ZOO� 02 o �C=Q 1 mO3 � aQ OdQ �Qv � p0 �°.a.�+ s£ w�_ o3aa ° aOc 'Qmm5a4fm mY° n mm< 3 a om' 3 � �� 3woJm Z Wooa' � 0 °. oa.2 Z o0m � m SU oS -6,6n, Do'o - J , _6o_aa- 65 3 maom -o., ao wm o 0 o'So 0,' ° 9o.SF olio m3m « a om � msxn�J ' L0 n ooJ Ow - � � 5R o Srn.� ' c Z 4 09 ?o $< m m' m £ °Snmo nom+ om ao - 003.m. � 2O 00 OS0 0 vQ�. OJ am J - J c j ¢ p G o'' 00 3 mtl1c c � aH n9A zo ma4 TOP CHORD A OO 3:0 �Bz m cia Z CoAA (^� �a -103 � p . 13 00. AA � Y ^F �2 6 w0 Tr NJ ^ m 0 Jow 03rD Nv D > �a m e v v F VO xa� 0am a n a raw m �• ® Y z 0; 2 62 lit 0.3 Ff �m G �n O o m N o =_M 303 ON 3 m F N C — O TOP CHORD a� $ n3oFm ft3Sa $ 3 gig z �a.w m 5-0 $0 g°�o m mS n. 2xg m X303 32¢ v_. �a d 3 - n ¢ pR ¢� N O A� �'3 s�B 5 0P a ¢Q 63 '0 nm ¢2a m's "� m� 033& �� da7f3 va � O W 33 0. 0, gas a �� a 8g c� p S n� $a 8 x $ aa2_ ��pp °a ¢� n o 9 $8a � 3Qd �o n /�^� G� a¢ g$3 l3 ¢ ao �a S„ d � ¢ Zm F�$ i ° �$� A9 8�3q.8 94' 0 OC Y m� 3 _ R 8 003 3 ,3 $ vm Y ¢ N &� y M ca o m� pm L2 �i2 p s 5 � Sc Jff o S._ y3 5 o SoR a 3$ 'm$ - Qo fn � o a Mo' a9 m4o 2a c n a 3� 3� as �R J�$ QRm �S 'z -0 Stag >� Rs�. 0 N 3D m dF A 3 3 s g m 'aRbm as4 m" °n a n rz 93 a' o 3 mna a 3 d8 0 n x ?m x ° wm �R a z O 3S 3 rt m � N 9 § s � p4 o _ 1 8E�l s s 5 9P '�rk 3 a s a s - .. 1 FCA � ¢. } } � II aE 68 ' Ea 6 fE eE a 6 u� � � Y+53 BCS GILDING GMPONENT APPLY, NC. 4627 JP HALL BIVU. 9WTE 2.8 G.Ecry covE SPw,n s, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 9'-1 1 /ea id-1 1 /81, SECOND FLOOR LAYOUT __ ! 12'-1 1 /a" SCALE: 3/ 16a = lion 19' - 711 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer.See Individual design sheets for each truss design identified an the placement drawing.The building . = designer is responsible for temporary and permanent bracing of the root and floor system and for the overall _ structure.The design of the truss support structure including headers, 7 E°q beams,walls,and columns is the responsibility of the building designer. t- - -- For general guidance regarding _1 a bracing,consult'Bracing of Wood Trusses'available from the Truss Plate Institute, 583 D'Ongrio Drive; Madison, WI 83179. -- - ATTENTION. Refer to truss layout and engineering s documents that arrive wah delivered t field trusses. i- Unless noted otherwise,all beams are by others. ATE RaoriNu ca"+dw uK R[v,s,ow NaN PJUd CHECKCO BV7AT�NT$C 15 I us, = a14 `I s ,woza u �li 9 Po T c . UM ov cuerrr wa ua a 3 usP H uCHTxoxsz r sueorv,e,orvEMo04 . USP TIpB 1 - Pwu un ELEvnnDN Cower« _ �i'ZP4F�is1-wnm zoaioo s� a 3 LOT oRAWN BV RAS FIRST FLOOR LAYOUT oAE SCALE: 3/ 16" = 1 'C" 02 138/01/2016 REc Y 10628 BCSG1- 4627 JP HALL BLVD. S.".208 GREEN COVE SPRING.. FL 32043 0: 904.297.93913 F: 904.529. 1 405 BEARING HEIGHTS --__- 9'-1 1 /8" SECOND FLOOR LAYOUT 12'-1 1 /a" SCALE: 3/ 16" = 110° 19' - 7" THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design at the specification of the building ... $: designer. See Individual design sheets for each truss design identified on the placement drawing. The building °gin designer is responsible for temporary and permanent bracing of the roof and dr. x floor system and for the overall smuco,re.The design of the truss supportstructure including headers, gT beams,walls,and columns is the responsibility of the building designer. - - For general guidance regarding bracing,consult"Bracing of Wood ¢ Trusses"available from the Truss Plate Institute, 583 D'Onifdo Drive; Madison, WI 53179. ATTENTION. " Refer to truas layout and engineering a_ documents that arrive with delivered field trusses. Unless noted otherwise,all beams are by others. DATE CHECKED BY 00/00/19 _U9�—AMM "CJI VG` T1016 1/ mr Trvo OPIPIEr CLIENT TOLL n.YnN roTltl BROTHER. f - LSPJV$N x .P TRIGS 4 11 USP rN. > SUBDIVISION ATLANTIC BEACN URI, TGN 1 ...IT<.E BP T D612 1 IVEP MIW 1 MODEL Awgain.Iq —4p mole 1x.1 3111 PIP0 Leman P.. ELEVATION COASTAL RE, MaxJ1iI TSY'118'vFPSPIAD�F"x1W 51/ 3 l LOT ' DRAWN BY RAS FIRST FLOOR LAY❑UT ^ DATE SCALE: 3/ 1 6" = 1 '011 OL 08/0 1/2016 REi M 113528 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 !) r„ TJlese truss designs rely on lumber values established by others. F�Yi �✓ tir � t MiTek" RE: 10628TO -Anastasia MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Anastasia Model: Tampa,FE 336104115 Lot/Block: 102 Subdivision: Atlantic Beach Address: N/A City: N/A State: FL Name Address and License#of Structural Engineer of Record,if there is one, for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 75 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T9167997 EJ01 8/1/16 23 79168019 HJ01 8/1/16 2 T9167998 EJ02 8/1/16 24 T9168020 HJ02 8/1/16 3 T9167999 EJ03 8/1/16 25 T9168021 PO1 8/1/16 4 T9168000 EJ06 8/1/16 26 79168022 P02 8/1/16 5 T9168001 EJ07 8/1/16 27 T9168023 P03 8/1/16 6 T9168002 F01 8/1/16 28 T9168024 P03A 8/1/16 7 T9168003 F02 8/1/16 29 T9168025 PO4 8/1/16 8 79168004 F03 8/1/16 30 T9168026 P05 8/1/16 9 T9168005 F04 8/1/16 31 T9168027 T01 8/1/16 10 T9168006 FG02 8/1/16 32 79168028 702 8/1/16 11 T9168007 FG03 8/1/16 33 T9168029 T03 8/1/16 12 T9168008 FG04 8/1/16 34 T9168030 T04 8/1/16 13 T9168009 FGO6 a/1/16 35 79168031 T05 8/1/16 14 T9168010 FG07 x/1/16 36 T9168032 T06 - -11/}/16 15 T9168011 FGOB 8/1/16 37 T9168033 T07 8/1/16 16 T9168012 FG09 8/1/16 38 T9168034 TOB 8/1/16 17 T9168013 FGIO 8/1/16 39 T9168035 T09 8/1/16 18 T9166014 FT01 8/1/16 40 T9168036 T10 8/1/16 19 T9168015 FT02 8/1/16 41 T9168037 T11 8/1/16 20 T9168016 FTO3 8/1/16 42 T9168038 T12 8/1/16 21 79168017 FT04 8/1/16 43 T9168039 T13 8/1/16 22 T9168018 GE801 8/1/16 44 T9168040 T1 8/1/16 I ,: ur tflgrq The truss drawing(s)referenced above have been prepared by MiTek % UIN V,�, USA,Inc.under my direct supervision based on the parameters 11% ...... E N provided by Building Component Supply. - y Truss Design Engineer's Name: Velez, Joaquin 82 a My license renewal date for the state of Florida is February 28,2017. ♦ c STATE OF :�W IMPORTANT NOTE' The seal on these truss component designs is a certification - ,c Mat the engineer named is licensed in the judsdiction(s)identified and that the F'•.< 0 R (O N designs comply with ANSVrPI 1. These designs are based upon Parameters sh ��SS'••• •• �G,�� own(e.g..leads,supports,dimensions,shapes and design codes),which were �I� /ONAI-� y0 given to MiTek. Any project specific information included is for MiTek's customers rr4rr1116 f 136r, file reference purpose only,and was not taken into account in the preparation of I JaeyuM VMex PE No.86162 these designs. MiTek has not Independently verified the applicability of Me design MlTek USA Inc.FL G t Ell parameters or the designs for any particular building. Before use,the building designer 6908 Parke Fut[he Tempa 1133610 should verify applicability of design parameters and properly incorporate these designs Dae: into the overall building design per ANSI/rPl 1,Chapter 2, August 1,2016 Velez,Joaquin I of 2 -9. -E. g't�gi 'g' � AIi1 14 VIE § 'IAO 9 S I'l g e e e eTe e apt $ a .a e s aFPp y.ii a "&. § g ..,, _... a •taut v..