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1768 Atlantic Beach Dr new home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3442 Job Type: SINGLE FAMILY RESIDENCE Description: new single-family dwelling Estimated Value: $441,189.00 Issue Date: 4/3/2017 Expiration Date: 9/30/2017 PROPERTY ADDRESS: Address: 1788 ATLANTIC BEACH DR RE Number: None PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC Steven Russell Merten,CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $751.78 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,503.57 STATE DCA SURCHARGE $22.55 SEWER SDC-SYSTEM DEV $4,050.00 CC�HpG�� T�ppp �`� �{�(` �p(:� �'J FERIHr% AYPRUVL'B'ONCVC9F0RDANCX0§LL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER CONNECT/TAP & $370.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG Total Payments: $8,060.45 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES City of Atlantic Beach APPLICATION NUMBER a: { Building Department (To be assigned by the Building Department.) i 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5820 - Fax(904)247-5845 n u;rtp'r E-mail: building-dept@coab.us Date routed: oaLOaL►� City web-site: hap://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ��' lp`� /��0.M:�BLKYL�, Del mentreview aired Yes No �^ uildin Applicant: C7 LS•. •('L.. lannin &Zonin Tree Administrator Project (��,� St(��2-' �0.n+.r�v dl,.ILLVI nG < Pu is Works Pubic Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Vedfied B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: .3 L� 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 0&441e9 DO NOT WRITE BELOW- OFFICE USE ONLY pplicable Codes:2 Review Result (circle one : Approved Disapproved Approved w/Conditions Review Initials/Date: 3/13 7 Development Size i Habitable Space 37 89 s.F Non-Habitable a 36, T,P Impervious area _ Miscellaneous Information Occupancy Group,R—_ Type of Construction JL-6 Number of Stories i Zoning District 40cc Max. Occupancy Load ?ire Sprinlders Required_ 'loodZone x ;onditions/Comments: �s,:byr City of Atlantic Beach APPLICATION NUMBER Building Department -. ra (To be assigned bytheBuilding Department) r 800 Seminole Road .� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 u� E-mail: building-dept@wab.us Daterouted: o3lOq(l4 City web-site: http://www.coab,us APPLICATION REVIEW AND TRACKING FORM Property Address: ��' �0� /�-��0.(14:c...eLdrin l�WT ent review re uired Yes No 1^Applicant: IC7 �� 5. I� ZoninnistratorProject: Ak L) G t(yv(yVVl�Q(Yttttrksetyes Review fee $ Dept Signature=,,.., Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS rPLANNING artment =pproved. Denied. .)GONING +�l �� Date: /j 7 IN. 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 os/14/w �svr City of Atlantic Beach + .;' APPLICATION NUMBER o� �n Building DepartmentMAR (To be assigned by the Building Department.) = 800 Seminole Road - �0 QQ1? j' . ° Atlantic Beach, Florida 32233-5445 --�, Phone(904)247-5828 Fax(904)247-5 f 9 E-mail: building-dept@coab.us - Data routed: City web-site: hap:/A~vcuab.us APPLICATION REVIEW AND TRACKING FORM Property Address: «- � a A-E\0.(l�iC- In Q"� De ent review r uired Yes No -T^ 1 uildin Applicant: l(7t ` ��5. tannin &Zonin Tree Administrator Project: (N1Lt.J Srlbko �A/h. �4 dt.Ucl4nu Pu icworks O Pu Ic Public Safety Fire Services Review fee $. . y� Dept Signature:, . Other Agency Review or Permit Required Reviewor Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineer Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLIPATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 3/1 y4f TREE DMIN. Second Review: ❑Approved as revised. ❑Denied. WORKS Comments: PUBLIC UTIL IES ,3-to - 17 PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised e5H4/09 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 p E-mail: building-dept@coab.us Daterouted: o3lOq�L4- Cityweb-site: hltp>/www.coab.us „Ail i .. APPLICATION REVIEW AND TRACKING FORM Property Address: VV OY A-kkcL %G--.6,LA&, I Degartmentreviewrequired Yes No T uildin Applicant: IDL �.(bS• �-{� . annin &Zoom Tree Administrator Project: OQ,t•J Stnwk@- �0.Atr�V dt,a�l.4nct Pu is Works — � Pu is I i e Public Safety Fire Services Review fee $ , Dept Signature< ., -; Other Agency Review or Permit Required Revlew or Recelpt Date of Permit Verified B Florida Dept. of Environmental Protection Flodda Dept of Transportation St.Johns River Water Managemem District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS �f rPOLVANWN ieing Department First Review: uApproved. ❑Denied. (4 (Circle one.) Comments: BUILDING ING &ZONING Reviewed by: ZIA DatJ 3�lz TREE ADMIN. Second Review: ❑Approved as revised. E]DepCd, PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 1768 Atlantic Beach Drive:Atlantic Beach FL 32233 Permit Number. Legal Description Lot 70 Atlantic Beach Country Club Unit 1 67-52-08-2S-29E,181 Parcel 17 Floor Area of Sqq.Ft. Sqq.Ft Valuation of Work 441 189 Proposed Work heated%ooled e789 non-beatedfcooled1236 Class of Work(circle one): New Addition Alteration Repair Move Demolition poo sU pa window/door Usetife?[isting/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprin Wer system installed? (Circle Florida ProductApproval# See attached For multiple products use product approval form Describe in detail the type of work to be performed:New Residential Construction Property Owner Information: Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cam May Avenue CityPonte Vedm State FL Zip 3208LPhone 904 217-0739 E-Mail or Fax#(Optional)arogers@tollbrothers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: arosers Rltollbrotbers.com Company Name:Toll Bros.,Inc Qualifying Agent: Steven R.Merton Address: 160 Cace May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 fob Site Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application Is hereby made to obtain a permit to do the work and installations as indicated. I ce,f p that no work w installation has commencedprior m the laauance ofa permit and that all work will be performed to meet the standards ofall laws regula in¢t at no ork in staJurisdiction. Thu permit becomes null and void tjwwk u not commenredwilhin six(6J months,w ifconelruelion w work is surppeendeCar abandonedjw a period ojsbr/6)months at anytime ager work b commenced. 1 understand that separate permas must be secured for Elechlrnl Work,Plumbing,Slgiv, We!/; Pools, FLrnacey gollerz, tutors,Tnnks and Air Condidoners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOa NOTICE OF COMMENCEMENT. I hereby cert6 that 1 hove read and examined this ap licwion and know the same m be true and correct. Alf prwisiom of Iowa act wd/mnres governi� this type ofwwk will be complied with whether 1 ed herein w not The prunt!ngg ofa Nrmil does nolpresume m give authorityto violate w cancel(he prwu(wp ofaey other federal,stale,or focal regulating eonsimetion w theper/romance ofcovlruction. Signature of Owner Signature of Contractor Print Name S even Me ivision Sr Vice Presi a Print Name Steveni rsi n ice President Before me Before me is Day of It 7 this A2 Da of March 2017 Notary Public No[ery Revised 01.26.10 MELISSA LIEBERMAN tAY COMMISSION#FF055505 e EXPIRES September tee.2017 9""A"ti MELISSA LIEBERMAN poll]9BU,s7 FbriaeNoterysarvica.com MY COMMISSION#FF055605 EXPIRES September 18,2017 WWI3990159 FbMaNWeryServlce.com s L Z a YL { ti sr Y9,2 b 9 'r �n CITY OF ATLANTIC BEACH PUBLIC UTILITIES -' 1200 Sandpiper Lase ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST nate: ,3-/O- ( 7 Project Address: 17/e 8 d fbq& Tl C d)— No. ) -'No.of Units: I Commercial_Residential I/ Multi-Family New Water Tap(s)8c Meter(s) Meter Size(s)_Aq New Irrigation Meter Upgrade Existing Meter from to (size) 3 New Reclaim Water Meter/Size 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#L 7-$Fle-3Ef4Z Water System Development Charge $ /4U, UO Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ /8T� , Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ -M, OD / Other $ TOTAL APPROVED: Kavle Moore.PE (Deputy PW Director or AWho &edSignalure) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED R.O.W. Permit Attachment of for R.O.W. Permit# issued 2017 Atlantic Beach, FL 32233 Owner's Name: Toll FL VI, LP Property Address: 1768 Atlantic Beach Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 70 R.E.#: 169505-1645 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this_day of 20__,by Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and Toll FL VI, LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Pavers in the Right of Way for the driveway Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cane Mav Ave Ponte Vedra FL 32081 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19.7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIG D this / day of /$WCO ,2017. By: Stev ,Division Sr. Vice President,Toll FL VI,LP. (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this WE day of March , 2017,personally appeared before me, a Notary Public in and for said County and State, St.Johns.Florida .the property owner of 1768 Atlantic Beach Drive Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the erei uses and pur es thn mentioned . MELISSA LIEBERMAN t Notary b � m for said County and State MY COMMISSION#FF055808 q ;A/ EXPIRES sepw-,r 18.201] FIorIEWoIOryServka.Com CITY OF ATLANTIC BEACH,FLORIDA,a i07)3%0133 municipal corporation: Approved: �J Do rc W�'Is Pir c orE. 4Cm V17r For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 N G b Ge J P U A W N r W pT U A W N "' C O w n e m v ^ o a tl y n W O ^ Fi 6 ° a 2 N z 9 w = a c G n N N Q b O /1 aL ^ 1 , - o / ( k � � \ � § { ( ° ( i / f ! ( © ZI [ K 7 | oa ! \ ! ! / } E ( ( { \ ( ! \ % $ / { V { , @ @ ( E@@ � AEt g E O m t m a � g n o < A Y H o Q m a o o - 3 ° qp O � a W w C � m p ° sm For m b 6 O' — `° � g El e � o 0 ° n Gi 6 ° O O � w � C S A - .mi ww T u 'T1 n m O v m z z b a z 3 u � � a � o » w 00 0 -n 3 0 0 F 6 � M r d. a 0 a o 'o m � � a 3 v 0 ff Et � y T n m 0 O M OFFICE CO UILOING OMPGNENT UPPLY, INC. 9627 JP HALL BLvo. SUITE 20B pwEEn Cw[ Sv...... rL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 1 [3'-1 1/B" Is I ° 20, - 71, 100.,°IS THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components b be incorporated into the building design at the specification of the building designer.See individual design sheets i2 .. . _ e for each truss design identified on the placement drawing.The building ° designer is responsible for temporary and Permanent bracing of the roof and floor system and for the overall structure.The design of the truss ^° support structure including headers. -, - beams,walls,and columns is the scow. m responsibility of the building designer. -. - —., F-.--- - For general guidance regarding �I bracing, consult Bracing of Wood 1 s rues available from the Trine,Plate Institute.583 D Ongrio Drive;Madison, WI 53179. ATTENTION. Refer to burns IBypal and engineering documents that arrive with delivered G@ Z s 2 § @ t �@ @ 1 a y a@ e'_ f It E field lasses. _ Uncless notedeotherwise, a0ll beam s are _ by others. „EVUUCN DATE -§§ 4 -1 num TOLL C4ErvT BwPTNEwe �L JSE- Pl2 Nw Ty nCFNTERO LVL24E r1N'XIS s 3 SueD1vUU.. A'TLANTIc BEACH iCENiEP®LK 3.[EI YY II rC I 2 gMBAE6gODe MOPELJuurveTON ELEVAnON COASTAL DIVI By LOT # RAS DATE FIRST FLOOR LAYOUT O�O 02/20/2017 SCALE: 3/ 16" = 1101. / RE #- 12280 III OFFICE COPY Y°°° sI ? IdI aztl ] ! t null P 8 zry �omuxo •� " vaiuxe w �.. � �, Eo H < m Fwlinn Canrretlu Un %otlp Lmpl� ut %y F. 3]IpU] USP THN6 iX@6 F0@ 311140 Fea> +4osm SECOND FLOOR LAYOUT SCALE: 3/ 1 6° = ib" BCS: 4627 JS HALL BLVD. SUITE 20fi GREEN CUv[ SPRINGS, FL 32043 0: 904 297 9390 F; 904.529. 1406 BEARING HEIGHTS S V ; ' ; V ( . e .e. � . � . e . � .G. 4, x . 121-11 1 /8n '- E •! 2 ! ,f E ? E 2 E E E C E I 2 2 € 2 2 2@ 'E IF E @. " `�. 201 7° R RS. NA- THIS s >a R� 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 designer is responsible for temporary ^° and permanent bracing of the loot and F SPE, „°, _ floor system and for the overall structure.The design of the truss " support structure including headers, m 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, IGN 4 WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered E E b E E E e 2 2 l Fig 2 2 2 2 2 P a 3 2 2 2@ 1 3@ 2 2 laid trusses. Unless noted otherwise,all beams are § 9 y ¢ by others. REVISION O B DATE RGI- RMuvl %'m NN ov CLIENT TOLL -WCENIER®LK 2:E 13A'x 18' 2 2 EIR OTHERS nCEMERA D/L 2 NE 11d'x liv ] 3 McENTERS LK 30E 1 YP x 11 2 2 ATLANTIC BEACH SDSDIV 161OH AMBASSADOR M OOEL JULINOTON ELEVATION DOASTSL DRAWN By LOT # RA9 DATE FIRST FLOOR rLAYOUT O�0 Oz zo 20 7 6 SCALE: 3/ 1 = 7 ❑ R01# 12280 J am. � g gaca � a rcEiuxe EU � � — ••� t E 2 fi @ 'c my Fmorrn4.coo..owrum F 3 r.✓m MS✓ Fd,�tl '410M USPNtiN 7 FBOJ l FB2 'd11p FB01 HL60! SECOND FLOOR LAYOUT SCALE: 3/ 16" = lb" CITY OF ATLANTIC BEACH [A.-L- 6 2017 Boo Seminole Read Atlantic Beach,Florida 32233 ------- Telephone(904)247-5800 OFFICE COPY FAX(904)247-5945 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Received b Resubmitted: Date: (n 3�- I-1 Y� Permit Number: 14'SFR..-3�t4a-© Original Plans Examiner: Project Name: LO t n O Project Address: 11(28 IQ^F�6(�1 C-9 1 Contractor: oil rs Contact Name: T, It 0--n-- Contact Phone :Q�y-`105-8°I la Co9taet il: btGi11 m^ n I l 'T'CMS Revision/Plan Check/Permit Fee (s)Due: 7/SO Description of Pro osed Revision to Existing Permit: rr\q rimS+Q.r _,- F mit Sh pis e Additional Increase in Building Value: S. Additional S.F. Site Plan Revised: Puublic'W/ U Approval: By signing below.l(0,-mmm) n T 11 r t�,y r affirm that the above revision is inclusive of the proposedd/changes. $Ignature Of COntmelef/Agent(Cuntrnam muss mgn umcrcme m valuawml Dace off.tlu Unly Uerc. T pp 911 Amvd:_X___-- aeJedM. Ndined by: — J Plan Revt wCot ents: by .Sean a.R G.l Ft-c lxiY�'o� De tartment review re uirod Yes o Bulldin Plannin &Zonin Pans Examiner Tree Administrator Public Works Public Utilities .-- -_- - Public Safe Date r,wm�nma x�+a Fire Services �I`Zoll Architecture MEMO TO: Stacia Moore Atlantic Beach Ambassador 160 Cape May Avenue Ponte Vedra, Florida 32081 CC: Steve Merten FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: April 24",2017 RE: Atlantic Beach Ambassador-Lot 70 Julington/Coastal—Revision#151000 On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Remove coffered ceiling in Dining Room and Master Bedroom; clouded and tagged on sheet A2.82. 2. Added coffered ceiling in Great Room with beams; clouded and tagged on sheets A2.82, A7.82. If 1 you have any questions regarding this letter feel free to contact me at Toll Architecture (407)-248- 5800. Sincerely, REVISION OFFICE COPY BP# ^ S R 3 Y2ro/ yPE OF EI $ DATE_/ l l SIGNED •0.9 o t clSrERED PpC,�W Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 a (407)248-5800 • FAX:(407)248-5899 PHILADELPHIA•ORLANDO • DALLAS • SEATTLE A °TOIL 9kVthM COMPANY -'41111111 NONNI!! BUILDING COMPONENT SUPPLY Roger Seekman 4627J.P.Hall Blvd Suite 200 Green Cove Springs Florida 32043 Roger See 0 W4M7 927AM Dome Sizer^'®2011-2016 B1ue(inz Oo rafion Pmject: FB01-12280T0 Version:16.0.0.8 : Beam-Floor-FBOt Usage: EAs REVISED Usage: BM A B Mar Deftecfion: LL a U480 TL a Llm ' ^7 512" 565psi 512' 14'612"(14'1"Clear) 565psi LOADS Project Design Loads:Floor:Iive111:1: psf,Deatl=10.0 psf Applied Lire+Bead Ld(7) Lha Ld(L) Location' # Shape To' 03but @End MSMd OgEnd LDF Span# $Mrts End AddNenal Ink Area(ps0 50 0 40 0 100% 0 0 14 612 12'o.c.Base Undmm Load(Spcg Sen) 1 Uniform 00 163.0 01.5 125% 0 0' 14'fi 12' ROOF ABOVE 2 Uniform pill 123.0 0.0 90% 0 0' 14'6112" WALL ABOVE Uniform(PO) 14.78 0 0' 14612' Seg Weight If'Applied To"is blank,all plies are assumed to be loaded equally. 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS (Ibs) 1 2 Mu Reaction 2556 2556 Mu 100% 291 291 Max 125% 593 593 Min Reaction 1673 1673 Min 100% 291 291 Min 125% 593 593 OL Reaction 1673 1673 Min Bearing 1.50' 1.50" (Based on bearing stress below) Brg Stress(psi) 565 565 DESIGN Actual Span Location Group Allow LDF Redo V(Ibs) 1541 1 14'33/4' 21 10640 100% 0.14 111 7138 1 T31W 21 36420 100% 020 LtRn(Ibs) 2335 0 0' 71 10876 0.21 See Note 4 RtRn(lbs) 2335 0 14'61(0 71 10876 0.21 See Note LLDsI 0.04 1 T3114' 71 0.36 U4548 TLDeI 0.14 1 T3114" 71 073 U1290 USE: onCENTER LVL 2.0E 1314"x 16"2 Plies OnCENTERO LVL by BlueLinx Grade,Depth,Plies selected by user Connect plies together with 3 rows of 0.131"x 3112"nails @ 12"o.c.(one row 2"from top,one mw mid-depth,one row 2"from bottom). NOTES 1.Designed in accordance with National Design Specifications kr Wood Construction and applicable approvals or research reports. 2.Provide full depth lateral support at all hearing locations.Allowable positive moment is calculated based on top edge with continuous lateral support. 3.Analysis valid for dry-use only(less than 16%moisture content). 4.This reaction is based on the combination of loads S duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Reaction from'Suppons'section above. 5.Bearing length(Min Bearing)based on allowable stress of support material(Bearing Stress);support material capacity shall be verified(by others). 6.This member has been sized for residential use.A concentrated load check,per the building coda,must be performed kr commercial uses. 7.Company,product or brand names rekrenced are trademarks or registered trademarks of their respective owners. 0.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+160%,60=D+0.75(100%+115X),70=D+0.75(100%+125%),80=D+ 0.75(100%+115%+160%),90=D+0.75(100%+125%+160%),100=111+160%,110=D+Commercial(100%),120=D+0.75(100%+160%) 9.Group=Load Combination Number+Load Pattern number.(For simple span,Load patte =I for LL 0 for DL) �® Lumber design values are in accordance with A 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 12280TOA- MiTek USA, Inc. Still Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington- Coastpaal FI-3 361 0-411 5 Lot/Block: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive, . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: Fl- General LGeneral Truss Engineering Criteria&Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/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 88 Individual, 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 T71003860 CJ02 4/28/77 18 TN003877 01 4/29/17 2 17710038611 CJ12 4/29/17 118 7710038781 F02 1429/17 3 17110038621 CJ22 429/17 120 17110038791 F03 429/17 4 7710038631 CJ23 429/17 121 1T110038801 F04 1429/17 5 T11003864 CJ32 429/17 122 I TI 1003881 I F05 1429117 6 T11003865 EJ02 429/17 23 T11003882 FO6 429/17 7 T11003866 EJ04 429/17 124 T11003883 F07 429/17 B 17110038671 EJO6 429/17 125 IT110038841 FOB 1429/17 9 1711003868 EJ12 1429/17 126 T11003885 FT01 1429/17 110 T110038691EJ22 429/17 127 T11003886 T01 1429/17 11 17110038701 EJ23 429/17 128 1711003887 T02 1429/17 _ 112 1711003871 EJ24 14/29/17 129 7110038881 T03 429/17 113 T11003872 EJ26 1429/17 130 T110038891 704 1429/17 114 T11003873 EJ27 1429/17 31 T110038901T05 429/17 (15 T11003874 EJ32 1429/17 132 003 9111 429/17 116 T11003875 EJ34 429/17 33 711003882 T07 429/17 _- 17 17110038761 EJ35 1429/17 134 IT110038931T08 1429/17 - The truss drawing(s)referenced above have been prepared by MiTek �*0% SE A. USA, Inc.under my direct supervision based on the parameters J•,'��O�,\G E N 8F qy�y provided by Building Component Supply. Truss Design Engineer's Name: Albert, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. o _ IMPORTANT NOTE, The seed on these truss component designs is a certification '-A; S that the engineer named is iicensed in the tunsdiction(s)identified and that the 1, .c designs comply with ANSU7Pl 1. These designs are based upon parameters 'iO •.< R O PJ�� 0 l � shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �,",& �6`` given to MiTek. Any protect specific information included is for MiTek's customers �.,rf ON AL O�" file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design i k a m w.s parameters or the designs for any particular building. Before use,the building designer V&usi Inc.n ran 6631 should verify applicability of design parameters and properly incommate these designs 890,1 hM EW 6NE.Tampa FL 33610 into the overall building design par ANSUTPI 1,Chapter 2. Dm: April 29,2017 Albani,Thomas 1 of 2 RE: 12280TOA- Site Information: Customer Info: Toll Brothers Project Name: Atlantic Beach Model: Julington -Coastal Lot/Block: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive, . City: Atlantic Beach State: FL No. Seal# i Truss Name Date No. Seal# Truss Name Date 35 711003894 T09 4/29/17 78 IT11DO3937 T51 4/29/17 36 T11003895 I770 4129/17 179 1 771003938 152 4/29/17 137 T11003896 T77 14/29/17 180 1 T1 1003939 T5314/29/17 138 T11003897 T12 14/29/17 181 17110039401 T54 1429/17 1 39 T11003898 T13 1429/17 182 17110039411 V01 1429/17 140 1711003899 714 1429/17 183 7110039421 V02 429/17 141 17110039001 T15 1429/17 84 17110039431 V03 429/17 X42 17110039011 T16 1429/17 185 1T110039441 VO4 1429/17 1 1711003902 T17 1429/178,;6 1T11003945 V05 1429/17 1 117110039031 718 1429/77 187 17710039461 V06 1429/17 145 T11003904 T19 1429/17 88 T11003947I V07 429/17 46 T11003905 T20 1429/17 47 T11003906 T21 1429/17 148 T11003907 T22 1429/17 1 149 IT11003908 T23 1429/17 L_ 1 T1 1003909 T24 1429/17 151 ITII003910 T25 1429/17 152 1 T11003911 T26 1429/17 J 53 1 T71003912 T27 429/17 54 IT11003913 T28 429/17 55 ITIIO03914 729 429/17 58 711003915 T30 429/17 57 IT11003916 T31 429/17 58 711003917 732 429/17 159 TT 11 1429/77 160 1771003919 T33 1429/17 61 T11003920134 1429/17 162 1T11003921 IT35 1429117 1 63 17110039221 T36 429/17 1 64 T11003923 737 429/17 65 1 T11003924 T38 429/17 166 17170039251739 1429/17 1 67 7110039261 T40 429/17 188 17710039271741 1429/17 1 169 17170039281742 1429/17 70 1 T1 1003929 1 T43 1429/17 Ni71003930 T44 429/17 72 T71003931 T45 429/17 73711003932 746 429/17 74 711003933 747 429/17 75 T71003934 748 429/17 I 176 17710039351748 1429/17 77 17110039361750 1429/77 2of2 Job T. Tars Type Ory Pry Tit0IXiB80 122BOTOA CJ02 Jack-Open 8 1 Job Remeress( cp BuitlirqComoe [Sppry, Jadeomlle,FL-32258. 8.110s Apr 1321Indatde s,Irc. Pop2014:2 :54201] t ID:?KVLNtlmeFL?ctlVBwJVYIxnCW-UmOKHWPZMB% Ho5?UTUB3MMggp 2-93 a0 3 2 3ub=1:10.7 421 12 1 f 3 b4 I 36 II 2-e 3 ae 3 Plate OBsels(xY1- 114314OS01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In IIx) yeah W PLATES GRIP TCLL 20.0 Plate Grip DOL1.25 TC 0.11 Wist ) 0.01 3b 6999 240 Mr20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 VaNQL) -0.01 36 6888 180 BOLL D0 ' Rep Stress Ina YES WB 0.00 Ho2QL) -0.00 2 nfa Na Bi10.0 Code FBC2014TP12007 Mab1X-MP might 10 id PT=20% LUNBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wooed slleamng clinical,applied or 2A3 x purYrw. SOT CHORD 2x4 SP W2 BOTCHORD Rigid riling Mrectly applied or 1O00 oc baring. WEDGE MITek rxomm Iri'hot Sure llzaa and required...educing Led:2x4 SP No.3 be installed during truss mai In axordaxe With Slablllxer Irlatallation quitle. REACTIONS. (I xHa 2=29ft-C M1eNcel,3=40RABCM1enIca1,1-10&0-]-0 Max Harz t=38(LC 12) Max Uplilt2=-3](LC 12),3= LC3),l),1=-1]( l 12) Max Oav 2=83(LC 1),3�8(LC 3),1=108(LC 1) FORCES. (Ib)-Max.ComplMax Ten.-All forces 250(lb)or less escapt amen shown. NOTE& 1)Wind ASCE 7-10;Vull=130mph(3-second gust)Vasa=101mph;TCDL=S.Opsf; 3CDL=5.0paf;8258;BdSK; _1Vb eaveAg;Cat. II;Eqr C;End.,GCp1=0.18;MW FRS(directorial)add C-C Comer(3)ame;C-C for members aro forces 8 MFRS for reactions sfwan;Lumber DOL=1.80 plate grip DOL-1.60 2)This truss has been designed for a 10.0 psi bosom cora Ilve lead noreoncurrant With any other Ilve Lads, 3)'This Imes has bean designed for a Irve two of 20.0ps1 on the bottom choral in all areae where a rectangle 3-6-0 tall by 2-0-0 Wide Will II(between the bottom dloncl and any other members. 4)Refer to Rreads)for Wse to Wes.MnedlMs. 5)Pmmde mxhenical connection(by oMea)d truss to bearing plate capable of Withstanding too Ib uplift at Finds)2,3,1. QWA6NNaVxay 4eMrnpua�Mne sM aFln MO/ea ON 1/PSM'ON.LVp®Y/EN PEFFIYN[a NOLMi)4flm.fOOYNI6 aaiVIEYBE Rip,WN las.. W uMIHO c<nremeri nh.ins, 1 1 MNAtl dAWgcmmp[xml.ml 0mryakm Belae we.IM IxWig tlabrra mrul valty tt¢gYAkd#Nul ruanelersW gcgPY hcrnl><^mrx at.tleiUn Mo Breavadl edwus'0•nrewmadretli,r if�d.maloWa�m 'wl °m°.mrd°oowewPW. a,owtlm�w w.gamm re9�me fa�rw MR6�( rmmunonnav3e.mrxvv.aecbnmi hackgolmawvaq nrmiMaas reeµA/Mt oudlh GxW,psee>aq Bea Srrl4Meomo4rwN wa veheEw ma. SYe1F WwPpPM ovdldxe Yen Inv nple MXm1e.11BN.lee ShaeL9JR312 NavmAh VR1R311. Terrys.FL 3E10 Job Trus. T.Type Pff T11003961 12280TOA W12 JeckAp&1 1 1 Job RaNrince L Donal) Building ComporeN Sutliff, Jacksevolle,FL-32256, 8.1106Apr132011Mffekindustroono. Fn Ap429142 :R[201] Pagel IO:?KVWdmeFL?cM6wJWNI2mGW-t]m90KHC,cWT7oZibBM9H01G?Vr.SS GlrvdJA9gP 2P3 2 B3 Swle-110] 2 4.24 Fi2 4 1 2W 11 Sufi II OSA 2-93 st. 511 Piet Ogle Il(V)-- 11:(i LOADING(peg SPACING 2-0-0 CSI. DE]i In (Ince) Udat ted PLATES GRIP TCL- 20.0 Plate Cup DOL1.25 TO 0.12 Ved(LL) 0.01 M >999 240 WIND 244/190 TCDL 10.0 Lumber DOL 1.25 DC 0.13 Ver(TL) 0.01 33 >g99 IW BCLL 0.0Rep Stress Inst VES WB 0.00 Hor2QL) -0.00 2 Na we BCDL 10.0 Cade FBO2014/ 1`K?007 Maty MP WeNgM:1010 F7=20% LUMBEW BRACING TOP CHORD MSP W.2 TOPCHORD Sbudural woad NleNhing direcbyapplled or 2-9-3 co purlins. BOTCHORD 2y4 Be Ni BOTCHORD Rlgld calling dlracllyappiied or 10-00 oo branding. WEDGE MITek mcomMOMS Nat Stabillmm and featured cross becbg Left 2x4 SP No.3 be NnslNled dt011g trues erectlon,In accomance with StabHlear IreWllallon Itle. REACTIONS. (Iwsaa) 2=56M1echaniml,3-25M1eshanlw1.1=13 4-15 May Horc 1=39(LC 12) Mss Upllh 2_--39(LC 12),3-2](LC 12),1=Ee(LG 12) Mer Gmv 2=58(LC 1),3=39(LC 3),1=133(LG 1) FORCES. (lb)-Max.Comp.rMes,Ten,-All force5250(Ib)orlees entrain Men shown. NOTES 1)Wihs:ASCE]-10;VUIU130mph Saecond Duet)Vasd=101mph;TCDL-S.Opsf;BCD"Cps1;h=25R.8=4511;L=2411;ea aw:41t;Cat. II;Eye C;End.,GCpI�0.18;MW FRS(dimeti rod)and C-C Courai nine;cantilever left Exposed;porch left and dgM anda sed;C.0 for members and forces&MFRS for reactions shown;Lumber DOL=160 plate gilt 001-1'60 2)This Was hes been designed lot a 100 psi bottom drofd live load hanconcNrent with any other live loads. 3)•This Imes has been designed for a live load of 200psi on the bottom chord in all areas More a rectangle 3-6-0 all by 2-0-0 wide will fit befwear,to cobom chord and any other members. 4)Refer to giNeds)for Wes to truss connections. 5)Provide morianlcal comectlon(by others)d truss to bearing plate capable of withstanding 100 lb Uplift at)olnt(s)2,3.1. QW4gXNe-V�ay CelP�AwwttuaMAEAP NPIE9 gaNN4Xn NCLYMeaN[N ANFNINLE PIPEIY11Am.lOOYNIa If/Mf YSE �rba WpMuegYyxlai MlleY®cmrecbn lN[�hbmedwYYwsn ganelersew.wt mOhlw mh]ulaM dMNcanp�enl,rot niffitMan BSWa us.llw laNdp tleWwfnMlvedhaa otTAlMllh oltle4m pamrelenOM popmlY F.cupuale led CeN{InlnrolM OWa Gq�6rla4' �.amLglMtaledhbPeWni Lau1eOMMAtvf MnweDotl/a crWtllnelnlasuiY.M]MM Mnf+"aW aq F�m�wal lrul' tl kd'wuwmPAedlw flS411yoEbpewNce.�[avAh PCY4e PelweAtreyYatlgc{�1YdmWa.fcr0eriad PAlu2e�apv�96w kMCaMl da�a,del6e�w aislMaa aadmdmmasaalaa•mlw�.reeWL/RIIWdh O9aM,bH-HOW.LA hYInPCampaxnl rVb FatlaM. .ytlyYMMIm OVtM1z trait r�Fede xWB�le.218 N.Lee mei.91p 312 Neueveh VAY1311. TnµFL antra Jo4 Truss Truss Type cry 003082 t2280TOA Cm Jack-Open 2 I _ Job Reterence Lateral) Sulding ConprcaM Supply, Jedschavule,IFIL 32256. 8.1106 Apr 13 2017 Mines Industrial,lulu. Fn Apr 2B 14:23:552011 Papel ID..MWWdmeFL?WVSwNVilm W-LJKK glglM y84g hVL?sPMi3MAwtlJVB 990 243 2 P3 Seals=1'&0 2 Se 12 2 1 3 34= 2B3 283 LOADING(f>sg SPACING 2-0p CSI. OEFL in (Ix) Utlell Ib PLATER DRIP TCU2D.0 PMI.Grip DOL 1.25 TC 0.13 Verl 0.01 36 >BBB 240 NTM 24 190 TCDL 10.0 Lumber DOL 1,25 BC 0.12 Varl 001 36 >999 180 BOLL 0.0 ' Rep Stress Incl YES AS 0.00 Horx(TL) -0.00 2 Ne Na BCDL ID.0 Code FBC2014aPI2007 wax-MP Weight 8 t F7=20% LUMBER- BRACING --- TOPCHORD 20 SP Not TOPCHORD SVucWml woodah.dhag;dlrectly applied or 2-9-3 ec contra. BOT CHORD 2x4 SP Not BOTCHORD Rigid ceiling directly applied or 10AO oc bradrvg. MiTak recommends that Slabin2efs and required cross bracing be InstNletl dunng truss eredWO,In acondmea with Satellite, metanamn aame. REACTIONS. (II 1=10dLC8),2=13IMeMankal,3=35M1echanical Mar Hort 1=-30gL B) Max Uplift 1=108(L e),2=i5(LC 1) Mex Grev 1=108(LC 1),2=13(LC t),361(-C 3) FORCES. gb)-Mat Comp.IMas Ten. A I forces 250(Ib)or leas M,cepl Woen shown. NOTES, 1)Wind ASCE 1-10;VUt=l3 ph(3..nd gust)Vasd=101mph;TCDL=S.Ops1;BCDL-5.0pa1;h=25X;8=450;L=24f;eavedX;Cat. ll;Exp C;End.,GCO=0.18;MW FRS(drecllonN)and CC Comer(3)rone:C-C for members and forces&MW FRS for readiona shown;Winter 001=1.60 puede Strip DOL=1.80 2)This truss has been designed for a 10.0 pef bottom Mord live load nonooncurrent Win any other live loads. 3)'This buss has been designed for a live load Of 20.Opsl on Ne bottom Mord In all area where a rectangle 36-0tall by 2-0-0wee, will fit balsam the buffers chord add any other members. 4)Refer to girders)for truss to truss connections. 5)Provide mechanical connection(by others)M 1was to bearing plate capable of vIDhstanding 1001b uplift at loinds)1.2. QWIRNNG-Vwl(YWNpa Pyww�=MPFAO NOIFd QY 1ICSANp NLLIIOEOItlIFX eEFWXCE eIOEY)IAm.IOOL]OlxaFfOPE aeE @tlT vtacl lace aYYatln M1YIeA®cwveclws.awdnau,�aUvx1 aNY Ww�Wlanelers Nu+xn aMbbm MukaMbWMminWpnl.rot ¢Insaylem aelwa w.Te WYe1y1 CeLL3rar rrwslvenM IMmIMICQAIryoltlu9{rn WwnalersaM pMa�NkcwlxeaM MEe�rlbda Ra weld d/drq Oetltrn. P2kW WleNetl bbgevenldlcpkx]MIMM]ud Ilu6 Wel»WweMdmem[euaey.Od]M]1e11pYeryOdgnlYiFltb4ip a tMayslepleOln M1Yyllywglo Nnvmf ceigee WM pMAepeissuxl twayoM Po{aM Wn(pB, r'Fparad Pa�✓wilaB�OBaw WxICQM Ywq?a.tlelNerY,xeclbn ml Mcdrq ollnm�mtll�sYllemi�eAM1/Fur pully CiMrIq GMMatl ILIIYMeCailpwwnl WWPwb FM aAe. fyNYyynwlyl werWe awn Lim Wle tlsM1lule,21aN lex Slreel.Shf 312.Naewv�d¢VPITf I<. Tugs,H SIa10 Joe T. Truss Type Oly Py T11003083 12230TDA CJ23 Jack-Open 2 1 Job References( 6onell Bead Collgcne.Suppry, Jacksoailk,FL-32256. B.1fOSPyr 1320f]MiTek lntlusMes,tree. Ri Aps 281/33:55201] Peget ID:tKVLNtlmeFL]cdVBwJWiIvnGVV-WKKEgIgMMIy00Bl¢iM1VL01W1i3RbAw11VBLA8go 21010 29610 Scale-1:B0 2.83 F12 2 Id 1 6th d k 3 std II a4= 2-1010 2-103 Plate OB N 1%.Y) I '000 01 51 11'03 Etlpel LOAgNG 1psry SPACING- 2-0-0 CSI. Dl F In (kil tMafl IN Puns GIBP TOLL 20.0 PNte Gdp DOL 1.25 TC 0.06 Ver1(LL) 0.01 6 x898 240 W20 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Ven(TL) -0.01 6 s998 180 Erl 0.0 ' Rap Stress hwr YES WS 0.00 Hohd(rQ 0.00 1 Na Na BOX 10.0 Code FBG2014TPI200] Metrix-MP Weight 11 lb FT-20% LUMBER, BRACING TOP CHORD 2x4 SP Nc.2 TOPCHORD Structural wood sheathing directly applied or 2-1(Y10 ad potline. BOT CHORD 2x4SPNo.2 BOT CHORD Rlgltl owl directly appiled or 1000 do bmdng. WEDGE MlTek recommaMs that Stabilisers aha required doe,ba0ing Loft 20 SP No.3 be Installed Ourirg truss erection.In accordance with StaWlUer Insldlatlon Ida. REACTIONS. (INsisa) 2dilpLC B) cal,Y-4&Mecheniwl,l=11310.]-0 Mar Horz 1=31 Max Uplift 2=35(!- 61 (L C 0),3=-e(LC 0).1=31(LC 6) Max Grav 2=8](LC 1),3=/8(LC 3),1=113(LC 1) FORCES gb)-Max Carnp.IMax.Tan.-All forces 250(to)orlessaxceptwfsen slwwn. NOTES- 1)Wind:ASCE 7-10;flut=130niph(3 OTES1)WIntl:ASCE]-10;Vdt=130mpb(OSewM 9usQ WcdJ=101mph;TGDL=S0PdE BCDL=5.6psf;h=25fl;B-f5ft;L2/ff,ash, 10 Cat. Il;Exp G;End.,GCp1=0.16;MFRS(drectlonal)and GC Corral sone;C-C for members and forces 8 MFRS for reactions shoed;Wmber DOL=1.60 plate grip DOL-1.60 2)The truss has been realigned for a 10.0 par bottom chain live load nonmrqurrent With any other live to fold 3)'This Truss hes bean designed for a live load at 20.Opsf on the bogom chord in all areas"am a rectangle 3001011 by 2.0.0 wltle Will lit between the bonen chord and any other members. 4)Refer to ftel )for truss to tmss connections. 5)PmAde mechanical connection(by othersl of three to bell plate capable of Withstanding 10010 uplift at folnl(s)2,3,1. A W4aMWa-Vl a Clean pvenxrm mC aGeae1E5 da'.sed M'CLUMO WIEx s'..".a seen,m.had.a.U5E My2rl wlN lorwr wYY MIItlIYIW wnmdw.c ll,6 _Yqr Is heal WYUR+n rwlunelenflwwn.-1 Is lwm MhtlM datllq cwnf— cal system 3vlaeus.IMlL'rLgdeC9,ermul ra,IlY lne ey{lkWlly of IXNVr Wrrmelers mO po{IYlu.wgvale Mtle6yllllolMoverdl {� dMrGdle9n. HxM lnlcMetltlo Pevenl WCWrq oIMWfW lluaweDwe]/wJ,nOmemlaraYY.MtlFxd lemMrW mOCermarmlbxllx) Mlrek' tong mlW lul sNtAllYaxlbpawarl collq.�xllh eFaxes 11}rtYm]pWw1YCwMlR. fgprertl gMw¢x le9Vdq Ms raoff rtr Eml BMtl. rWkaXwl Yw4Nr W.reclknm[id¢lOMpulN LVMmMlanlcWdX9NM1 G1PW CMxb.P9H9aq 0GL WlxanYeCrrNCrnnl syMyrrypmmnl w�Yepan ari%obin9pila.2la N.Lee S16a1,eJ6312 Nemgq VPRYf1G. ierrye.FL 3]610 Joe Tru. Truss Type MY 11100386412280TOA W32 Jack-Opm 1 1 L 'Jab Reference onel Building Component Supply, Jecl¢oeftim,FL-32256, 8.110 sApr 13201]MiTek lndusViea,Ile. Fn Apr 2614:23:662On Faget ID'1VWdrnA LlcdV8aJWIIvDCVV pVWROJSWEnBNSjGjc ix FOARRWhkPeMl2dA p 243 243 Sub=1:66 2lfa 12 2 1 4 of gyJl 6 t 3 axe 11 3N= 038 3P3 p38 2511 Pima Og NCCYY 11'0-0-00.1-51 I ' Edge7 LOADING(psR SPACING 2A-0 CSI. DEFL. In floc) Main 1M PLATES GRIP TOLL 20.0 PIMe Gdp DOL 1.25 TO 0.15 Vm(LL) 0.01 6 >999 240 W20 24G190 TCDL 10.0 Lumber DOL 125 BC 0.1] Vert(TIL) 0.01 6 ASS 1m BOLL 0.0 ' Rep Stress mor YES WE 0.00 Horz(TL) -0.00 1 IVa We BCDL 10.0 Code FBC2014?PI2007 Mattlx-MP Weight 10W FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD SlmdurNW shealNWdire lyaWWor2-P3mpuNn4 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly aplllled or 10-0-0oc bracing. WEDGE MITek recommends that Smbllizars and required cross bmctng Left:2E4 SP NG3 be Installed during Imus Bracton,In accordance LNth Stadllnr Installaflon guide, REACTIONS. (INsiza) 2�chanlcal,3�MeawicW,1=10WO4-15 Max Harz 1=30(LC 8) Max Uplift 2=0.(LC 8),5=-36(-C 8),b68(LC 8) Max GGe 2=f4(LC 1),3=46(LC 3),1=108(LC i) FORCES. (Ib)-Max.CwrpJMax.Ten. All fomes250(Ib)orless except whenshown, NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vaud=101mph;TCDL=5.0psf;BCDL=S.Opst;h=2511;8=4516 L=241;Novel Cat. If;EV C;End.,GCpib.18;MW FRS(directional)and CC Comer(3)zone;cxntllever left exposed,porch left and right egwseQC-C for members and forces&v W FRS for reactions shorn;Lumber W1=1.60 plate grip DOL=lC0 2)TNs truss has been designed far a 1D.0 pst MUO choM ilW load nmwwurmM W4th any other live loads. 3)-This truss has bem designed for a live load of 20d,df on Ne bottom MOM In all areas were a rectangle 38 O tall by 2-0.0 we All ilt baN,aen the bottom chord Enid any other members. 4)Refer IO girders)for truss to 1N.connectors. 5)Promde mechanical connection(by others)Of truss to Deering plate capaNe of YtlOstandirg 1001b uplift at joint($)2,3,1, ,Q ANODENo-Nes,deenpnmManaM a ONameOND.AND NCLccum imse AEMNANCE PAGE M0.]O]nr.1MAVA6 llIdICVIE GsNdx WNIwue.'.Y .GAArcwwcldiI G cfebnb WaeO wJY A..'Ww�elersNuwn.ab b Ioi m..bldkgcm,gwanl,ml bon MlUn.Belae rue,IM G11Mpdpi.mwlvug orI..dMW ddesgn crund rswq Wcnwly l,c is dsaayi MOYnoveltll Wyp[Wa,.a2LgxvYMe0610 pevaMLucgFBdIMNMrE auawebaWwclvtlnwlnbanaYY.0A,11bv11mnFpay mtlFamw¢nld2tlq e btlwara�epY�kn pYwlywtllorxev�IcdlgTe Wml#IBPw^wH YYry NNL'pgxulydan�s, fw pere�tlpJR'terepwdsp IM kt edt"LSIUWe.ddxew.asMaeq bac8palk�6mad Iiva MlemcwekXWM1 iNIY OXwb.0Ad9 VAICL NAf�YCwrowxnl Be.Poo BtlBME. ]]Hly IMpIMXan avtl4YAe Yqn ID66 FYu1e hOxle.2le H.lee SRael SIN312.NavaMh VA'11919, ianpL FL 93810 Job truss Those Type Ory Ply T11CO3a65' 12280TOA EJ02 JackD'r IB 1 obR1 V) Building Componad Supply, JaCk60wv111e,FL-32258, 8.110VdadCi HiSH(MK4HXushles,Ir4 Fn Pyr 201423.5]201] Pagel ID:?KVWOmeFL?WVBwJVViIxmCN/-HiSHIMK4HX�FISHJ4AmwONkCXPPvaxIE60e4zMegm 200 2-00 Scale=I'.loo 2 6.00 112 Y 1 Nf 2R II 3 20,0 200 Plai QI ate IXY) 11901 043A 1 '0430-591 11'0.2-80.6 I LOAM (psi) SPACING- 2-00 CSI. DEFL In gxj VtlaN Ib PLATS GRIP TCLL 20.11 Plate Grip DOL 1.25 TC 0.04 Ved(LL) -0.00 6 0088 240 MRO 244/180 TCDL 10.0 Lunnaer DOL 1.25 BC 0.08 V.n(TL) -0.00 6 X898 1 S BOLL 0.0 ' Rep 9.lncr VES WE 0.00 HordTL) 0.00 1 Na We SCOL 10.0 Code FBC2014?PI200T Mstrix-MP WelgNt]Ib FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Stwchaal wood shealNlp directly applled or 2490c purlins. BOT CHORD 2x4 SP No.2 SOTCHORD Rigid cellIng diredlyapplied or 109-0 oc timing. WEDGE I WT' recommen05lhet Stadlizers and requlretl cross bracing Left:2x4 SP No.3 be inotalletl tlugng floss¢radian,in accordance WN Slablllmr- Ins elision gultle REACTIONS. (lNsize) 2-5 18chanlca1,3=304)lachenlcal,"010,5-8 Max Hori I�1(LC 12) Max uplift 2=S2(LG 12),3=-5(1-C 12),1=-5(LC 12) Max Grata 2=50(-C 1),3-MLC 3),1=80(LC 1) FORCES. (lb)-Max CanpJlAax.Tan.-All forces 250 gb)or Tess except Wren shown. NOTES- 1)Wing:ASCE J-10;VW=130mgh(>.s gust)Vasd=101mph;TCDL3.Ops1;BCDL=5.Ops1;h=25ft;B-t5ft;L4411;eavewN;Cat. II;Exp C;End.,GCpl=0.18;MW FRS diredlon il)and OC Emenor(2)zone;C C for members and fomes&MWFRS for reactions shown;Wmber DOL=1 W plate grip DOL=1.60 2)This truss has bcen designed for a 1Ut psi boltOm chord live load nonconcunenl With airy otlrer live loads. 3)-This truss has been tleslgned lora live load of 20.Opal on the bottom chodl In all areas area a rectangle&"tell by 2-0-0 Wide m11 lit bef4reBn the bottom chord and an,other members. 4)Reter to girder(s)for trues 10 flues connections. 5)Provide mechanical w necllon(by officers)of truss to bearing plate capable of Withstanding 100 to uplift at joint(s)2,3,1. %0.�Vl.VM1.16aEE issal. M u.Belue we.Ma dldlq Mglnn moilve11fvtMcgYcLL`IiNo1rMi4Tn pManelersIwJwWenv incMPolalan16roo intoe sn"l. nO]XadHmpuMYMIJ'PoIIaMunta AIg ek'eM IM wtlldle kpa I�FWIe thiole.RIB N.lee Sacel.SI63I2.NBXMxIL Vh'Y1J\4. Tenp.FL 94 p Joe Tmas Truss Type my 711003068 12200TOA F.IW Jsck-Opal ] 1 Job Faeroese( N rel) Builds,Canponenl Supply, Jackwrnille,FL-MsiS. 3.110 sApr 13200 MITek IndlWlnay lm Ftl Pyr 2614:23:5]200 Pag41 ID:?INLsuldmeFL?ctlV3WJWXvnCW HiSHIMK4HXn FISHJ4Mm KBCUIP Ee0e4E M 400 4,to 3mle:SPI 1V 2 BD]I12 ] 4 dHyl 1 1 3 ffi ao-o aoo "Fbte on rsar)- tto0+o-o-31 lro-oa o-Sotno-z-6o4n LOADING(Pso SPACING 200 CSI. DER. In V.) VMI Ud PLATES ORIP TCU 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(U) 0.02 36 >999 240 W20 MAW TOOL MD Lumber DOL 1.25 BG 0.23 Vert(TL) -0.03 36 >999 180 BCLL Out Rep Stmes lnor YES WE 0.00 HordTL) 0.01 1 We we BCDL 1OD Code FBC2014?PI2007 Matrix-MP Weight:1410 FT=20% LUMBER, BRACING TOPCFIORD 2x4SPNo.2 TOPCHORD Shudural wootl eheaPYlp tliredly eppllatl Ord-0-0oc WOlna BOTCHORD 2x4 SP No.2 BOTOHORD Rigid call,diradly applied or 1040 op bradng. WEDGE MITek rewmm' that Stabilizers aid recalled ansa brecIN Left:2x4 SP No M lretalled dudlg flues erection,In accordance xYlh Staidlizer Imlallellon quids. REACTIONS. (INsizej 2=103MAechankal,3=55M1echanlW,+=i51M1-Se Mex Hou, 1=81(LC 12) Mex Uplift 2-_66(LO 12),3=2(LO 12),1=15(W12) Max Grav 2=103(LG 1),3=]3(LG 3),1=158(LC 1) FORCES. gb) Max Comp.MlacTen.-Allforces2W(Ib)orlessessed vrTenshovm. NOTES, 1)Wind:ASCE 740;Vuft=lXmph(3 second gust)VasC-I0IMPh;TCOLd.Opsh;BODLd.Opsb h= M;13�+5fb 1¢411;eava=4g;Oat. 11;Exp G;End..GCp=0.13;MWFRS(dimdA I)aWC-CEMWor(2)0-0-0to"-0,InNftod1)3-00to391-4mne;PCbr members and homes&"FRS for readions shovm;Wmber DOL=1.60 plate grip DOL=160 2)This truss has been designed for a 100 ped bottom Chord live bad nonconcaaent Who any other Ilya IOade. 3)'This loss has been designed for a live load of 20.0psh on Lha bottom Chord In all areas ahm a redangle 3430 or by 2 0 0 aide Mil hit between the Mnpm chord and any other members. 4)Refer t0 glMer(8)for tN88 t0 trLL48 COnneCllMs. 5)Provide mechanical connection(by others)of truss to bearing plate capable of WlthstaMing 10010 uplift at joinl(s)2,3,1. Q WIIWW4 Yvay tlwlHn punMxaWW aExP NUIEa eX 11BYIDWCLUOEa MIIEx eEf FMNCE e4eE IR)IAm.IaOYID IH IVOPEYHE on Iw ura utlV w11X rNsons, sor— AbtleeN 11b Maxtl MY,or oq+�,��elers-1— a sh ' TOluklual as de sou lu trot Mmdoos P¢Iae us.IM bMMpampre�mvivMlylM gglkWlly oltlulW,p'�m�elue utJ'gogalV hcolgxCtelld Caunhl0000sss�r °n4a„mwn NacLnnxoleaXmgerenll�dnLw -oaswmmweoz.urs corse memlwsa,uv PedwalammwaacemlaWl111x�ng MOW bdwy,epiW lw iktaNaM logeYeMCWItTze MMlwm'Ae Wlwl✓J 14ry Wge['Wly Wn[ge. ra gnxed g4W2e�egutiv)IM aar..Mtsn. Itivtalkm.aM[pe.tlNvery.9�xcL'nmlMa YgolM�vm[I lnmbytlmnc rnMXX/I%I GudhdWMN.aHHdautl HLA WYMpCwnpmlxll InTM..FL 3]810 HWaly Ytmlban trv.Stiehan ®'Iple Lellluh.YIBN.Iee Sheet,Sx1e J12 Pleamdh VPRRJI4. Jab idles Teres Type OIY Ply TI 1003957 12280TOA EJ06 JACK OPEN 13 1 IJ D Rarksmor,( 13ftOnal) Building Component Sup4N, Jadowne116,FL 32258, 8.11osARr132011MITek Ins mw,Iw. FnA,21114:0:582017 Puget ID:?KVLrWmIrFL?cMBwJVViImIGW-IUINsiLizrlysPSIgODPJhO1cmBYOBl6urzeWRAeAI 604 66n Scale =121.1 2 6,0002 6 n m � ) 1 3 &o-0 eo-o" Plate Offsets OLY)-- 11'04160.9111'0-O3OS01 I1:62U o-1-n . . LOADING gpsl) SPACING 240 CSL DER. In (Ind) bush t/d PLATES GRIP TOLL 20.0 'We Cup DOL 1.25 TO 0.52 Ved(LL) 0.10 343 >705 240 W20 241/180 TODL 10.0 Wmw,DOL 1.25 BC 0.47 VedQL) -0.17 " s408 180 BCLL Do ' Rep Stress Nct YES WS 0.00 Horz(TL) 0.03 1 Na Ne BCDL 10.0 Cotte FBC2014/TPI200) Wax-MP Weight:2010 FT=2016 LUMBER- MADRID- TOP RACING TOP CHORD 2x4 SP No 2 TOP CHORD Stnlcluml xvod sbeeMng directly applied or 6 60 up purlins. BOT CHORD 2x4 SP No.2 BOTCHORD Rgidw1ing dlredly amplled or 10-0 0 oc bmdng. WEDGE M2 rewmmenas Nal SlaDilizere and required cross among Leff.2x4 SP N0.3 be installed during truss erectbn,In accordance WN Stablezer las ,,Aon ulpe. REACTIONS MaxiH 2=157Rdechenice1,3=3O'MeGlanlce1,1=238/0-58 MaHarz 1=122(LC 12) Max UpliftGrW 2=-100(LC 12),1 11ftUCG 12) Max Grav 2=15)(LC 1),3=111(LC 3),1138(LG 1) FORCES. (th) Max.GompRAax.Ten.-All tomes 250 gb)or less except then sDown. NOTES- 1)Wind:ASCE 7-10;Vult=130mp0(3-sewnd gust)Vasd=101 mph;TODL=5.0ps1;BCDL-5.0p0D h=25X;137151t;L=24ft;ome=4ft;Cal. II;Exp C;Encl.,GCpi=0.18;MW FRS(dmctlm!)and C-C Famdor(2)60-0 to 30-0,InWdor(1)30 0 to 5-11-4 mne;C-O for members and tortes&MW FRS for rexdions sfwwn;Lumber DOL=1.60 pate grip D0L=1.50 2)This truss has been designed for a 10.0 psi bottom chard We load nonwwument Win any other IIVe loads. 3)'This mass We been designed for a live l0ad 01200x!on the bottom chord in all areas where a rectangle 36.0 tall by 2-0-0wide Wil lit between the Dofum chord and any other members. 4)Refer to 98der(s)for Was to thus comertims. 5)Provide nummarllcal connection(by others)d truss to bearing plate capable of withstanding 10010 uplift at joint(s)1 except at-lb) 2=100. Qsion.. VMl 'my"pimxrxasM eFJa Xaffe PY 11tlB4Na WCLYOEa MIEx efffMMCE PAOEa6]IAm.faOYlJIa6FWPEV3E CetlJrl WpM OraoNY'w11N DxINA cmrw[:kn.Rd cla�afssctlwYY Ww�Wwn✓lerstlgxnr.aKl k Iw m MNk1ud Wtlhg canµ�rent rot M1ut ryskm.wlwe�.Av dWLg�¢r mut vellly Iry gxit W lty d daYryr rv'vmmlws�ex1µgaly Mwrysaw T6 tlwkln Inlu IM o�adl I,ovo,s se %o Agxxtpldna lu , n ,,we I vidso,oii.nwvul/w cMxdmmnCeI 1 ur—rhn .F mdrfuto vnl tv«Iry1 Mllek' tdwaryle.0m M 512im,. JbPund Ind WNI arm Gwwd 9iMYummIQ ual:xntge. raa goadyWW lu rding lM PtlCaIWLalway.MMmerucam WhacLq IXM1a698d✓IIamK4emc ne4XX/I%I QxIIy CMwb.OAMm]aeSl ButlJy Cwnrurwn BBW PeM1e Ev eMtl BalelY lrlmMon w6YAe M1an xue%ulet+Mrlu.RIBN.Iee SM1eeI.5d1ea12 Nsanihh VPY[31<, r ierry¢FL 33810 JOD Truss Truss Type RY 11OO8Bee 12280TOA EJ12 Jack-0pan 3 1 . 'Job Rat's optionall BWlding ComporeM buppy, JMkwrnille,FL-92256, &itoaAP132017MRak1Mp-kal v PsNDb1Aa201sPvQIH2D9 Pagel ID:]M/W dmeFLTctlVBwJUVIIzmCV V-IUMSILRrI rcPSIgOtrPJhYMSPLOB1waeW WA(pl 2-00 i 2.ry0 Gaeta.1:10.0 2 6W 12 t r 1 J n 3 as II OS2A0 oa aO PD PlatoOffseliI Ho-G1oa3L Hgu3aul no-za oon LOADING(psi) SPACING- 2-00 CSI. DEFL In (Ix) VWV IM PLATES GRIP TCLL 20.0 Plate Slip DOL +.25 TG 0.06 Ved(LL) 0.00 6 > 99 240 Ni 24G190 TCDL 10.0 Lumbar DOL 1.25 BC 0.0] Ve0(TL) 0.00 6 199 180 BCU_ 0.0 ' flap Stress her YES WE 0.00 Hax(FL) -0.00 2 We We BOOL 10.0 Coca FBG2014]TP12007 MWdx-MP Weight:711 FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP N¢2 TOPCHORD Slmcuml moll sheathing chats,applied or 2-0-0oc puMns. SOT CHORD 2x4 SP No.2 BOT CHORD Fel cadmg dimly a{m0edor 10.00 oc belong. WEDGE MITek mcommaMs IhW StaNllzem aft required close bradw Left:2x4 SP No.3 DB Installed durilg Must emctbn,In accoManw with Stabilizer IcatWlatlon 9ulpa REACTIONS. (throlze) 2=50M1ecM1anlwl,3�WMacM1enlcal,1=8010-3-e Mex Horz 1=41(LC 12) Mer Uplift 2-_3i 12),3-2](LC 12),1=-33(LG 12) Mer Gmv 2=50(LC 1),3-�6(LO 3),1-&(LC 1) FORCES. (ID) Max Comp Ten.-All forces250(Ib)orlest except wean shown. NOTES- 1)WiM:ASCE 7-10;Vult=lWmph(39ecand gust)VMd=101mph;TGD",Opsl;BCDlrS.Opst;h=25X;B-15X;L=24f1;eav t-o;Cat. 11;Exp C;Encl.,GCpl=0.13;MW FRS(directional)soft CC EHellor(2)pare;cantilever Ie0 erpwed;porctl left and right exposed:C-C for members and farces&MINERS for rasWlolls shown;Lumber DOL=160 plata gtlp DOl=1 60 2)This Russ has been designed for a 10.0 pW bottom cM1ON nye load n0ncalcurrent will any other live loads. 3)-Tis truss has been designed for a live loved of 20.Opaf on me trollop,tlw]d In all areas were a rectangle 3-60 fall by 2-0-0 Woe x111 fit between the botlan short aM.,other members. 4)R61ar to girder(.)for floss to Muss connections. 5)Provide mechanical mtrearlon(by ogrem)of Miss to hearing plata capable of eftepanding 100 lb point at Ioint(s)2,3,1. Q WIalCµnpv�n�4nwYPGaN01E5 Py 1XRINp NCLVOEO MIEN nEFFNXLEY1fiEMi]4]3 m.la0YN6aFMaEYeE IMYarWtl1«�m«iYv,1TMN+l.®cvn�'rcbrs.11trYq�kL]«YY4'r�Paanelers Mown,axlhf«mMINON L�A9�g m�rymenl.lot WIQryYen�Belcrewe.Me[WMp deeae�mul venN nw a�waMN olrle9giruwnalem«W P«�«NFc�m«ale MA �Inbllw ov«d 'V daYT.B¢1pkuYaledkMlrevanldv:WgoIYMNNd mmwebatl/«dwOmemhen MY.P619«rl lenp«ayadprmmeniawiq M ek' kaw�a�eW�ea1«nmrinaa mwawmleowy�wlmpoaew l�+�m�a Yr.rmavwenr Yun¢le. r«Y�«a�w1«�a�a<wan u�a ktvtuMi,[I«me,YMNery,e�ee'Mnmtl Ma[:Ypd NuotSmtllnmry5lemiseEM1/MI GdN CAaM.peBMaq 9C919uYM00amWMa1 60W Pelle EaA BNE. 9yWy MgnnXm w.y0.ie Ycen N�paMkYSMe.RIBN Lee Saeal.SM 312 Heaatln¢VRYIl14. ienpe,Fl]3510 JOD Trek Truss Type OlY PIY 0IX 988 12280TOP !Tru: Jmk Open 3 t l :Job Re ermce Building Component Supply. Jaekaoeella,FL-32258, 8.110aApr132017MIT"llariddiiii Flt Apr2B1423:58201] Paget ID:?WWdmeFL?alVewJRVilm M.D4Z232LLpNmEZRrM7esLWP0D1etQM*%eyzMggk 2-0-0 280 2 SWe=I as 4.90 12 1 of 3 14= 20-0 2-60 LOADINO(pet) SPACING 2-00 CSI. DEFL n (dt) Vdefl Nd PLATES GRIP TCU 20.0 Plate Grip DOL 1.25 TC 0.05 Ved(LL) -0.00 a 1999 24D MT20 244/190 TCDL 10.0 Lunber DOL 1.25 BC 60.5 VeN(R) -0,00 3B ,999 180 BCLL 0.0 - Rep Sheers lna YES WB 0.00 Holz(IL) 0.00 1 Na Na BCDL 10.0 Code FBC2014?PInO7 Metrix-MP Wal alb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structural wand sheatNng dlrectly applied or 2-0-0oc purlins. BOTCHORD 2x4 SPNo.2 BOT CHORD Rgid telling dredlyapplid or 10-0-0 00 bred0g. MITek recommends Itaf Stablline-aM resulted cm3e Dredng ba Installed during INRs BlaCllOn,In aCtOMarae WIRD Stablllwr the she on ulde. REACTIONS. (Resins) 1=SO ",2=54M1e I ental,3=28RAeManlcal Mex H. 1=V(LC 12) Mex Uplift 1=-13(LC 12),2=31(LC 12) Max Grey 1=83(-001),2=54(LC 1),3=39(1-03) FORCES. (ID)-Mex Gore, ax.Ten.-All Iome5250(Ib)orlesse ,Iraa.nahown. NOTES 1)Wind ASCE 9-10;Vdt=130uph(3-second gust)Vend=101mph;TCDL=5.0ps1;BCDLd.Opsl;R25ft;B=45ft;L=24ft;aru,a 4f1;Cat. 11;EV C;End.,GGpl=0.18;MFRS(drecNonal)and G-C Easher(2)zone;C C for members and forces 8 MWFRS for reactions shorn;Lumber DOL=1.90 plate grip 1301=1.80 2)This truss has been designed for a 111.0 pill bottom dlord Ries load nonconcurrent sift any other Has loads. 3)-This Muss has been designed for a live load of 20.Opal On to boftpm of in all area,Mere a rectarlge 31-0 tail Dy 20-0 vnde sill fit between the bit.clprd and arty other members. 4)Refer to girder(.)for turas to truss oonned haua. 5)Provide mechanical comledlon(by omem)of truss to hearing plate capaee of sitratanding 1000 uplift at folnds)1,2. AW.RRNMa-evCy 4�ampn�,nreneMREle NelE4 aN 711=4 11 4t hN[EP44EM5 AJ3m rnUYMI11",, EU.9 YN �J41WMIuruedaY WIT MIIebmmwdns lMMY{x,KlnssrcldYy a{mFd'�elarveown.mtl kid mYxNNdM tulelMt m'n{w,onr rnl N�YN� OrnMWm.0elde u®.Ma d4dre tluII3nd moil venty ttregKlkcMlryoltle9en WwneleuaM pIXntYRFWcw{wrola Ta[leskrn Tlo Mr uvmdl a4urraaen9R. W«ne Ymernedolowerd,l WetlYx]eumNara lR,aWmderd rndd memhd[wr. Ildelempww�r�dmd.,,n l.«xq MITek a Wa15re9JeOIw sMMnYUW lu pevrecdlgibe Wiml�+le(¢rv+rul YYrRym]PW WIY W,uge. Fa yerrtatl tWPcn ryryx,Yyl lire Imrk'nM Yd�e,WNery.aeclbnaM G«Yq Ulau.�[axl Inr¢Mlnr^[se[MNRVrFRI GWNCMxk.tAa9aM aC91 WMMe Corrrpawnl 6aW Gerke EeA e1rE RyRrrnrypmptlm pvtY[peYan lrrmPWIe YRMma.218 X.rue 5eee1,SY6312.Ne[aMh VP1331<. - - iarrye FL e]ma Job Trlss Truss Type RY T110038]0 122BOTOA EJ23 Jack-Open 2 1 '. Job Reference o bonall Building CompalpM Supply, Jacksanllle.FL-92250, 0.1105 Apr 13200 Miiek lntlllades,Ile. Fn AR2814:23:60201] Paget ID:pXVWdmeFLlcdVewNlzmCVV D4Z232LLpeemEZRr osLWIMOD QB5YDXerMggk 11 0 1-IPB Stale=1:8.1 aao FIT 2 1 of 3 39 11 2x4 11 11 0 Plata Onsets(XVI-- [1'0-2O0SB( LOADING(psi) SPACING 2-00 CSL DEF(L in (Tac) Vtleff Ud PATE LS GRIP TCU 20.0 Pled.Gnp DOL 1.25 TC 0 .03 Ved(LL) -0.00 6 >B99240 04(20 244/180 TCDL 10.0 Lumber DOL 1.25 BC o.. Ven(11) -0.00 6 >999 100 BCLL 0.0 ' Rep Stress her YES WBC Hax(TL) CAO 1 We We BCDL 10.0 Coda FBC2014R11200] McMx-MP Weight:7l F7=20% LU IBER- BRACING TOPCHORD 2x4SPN12 TOPGHORD SimMralwmdsh"hingdredlyaWllWml-ll8mpudin& BOT CHORD 2x4 SP Pat BOTCHORD Rigid celling directly applied,or t 00-00 pbracing. WEDGE MITak reaxnmenda mal Slablllzers and required cross breGrg Left:2x4 SP Nob ba installed during buss eredbn,In accordance Wm Stabilizer lostallerm aide. REACTIONS. (Ib'elza) 1=]BIO4-0,2=47NecMnice,3=3VMacbenical Max Horz I= (LC 12) Max Uphm 1-12(LG 12),2=-24(LC 12),3=5(LC 12) Max G. 1=]6(LC 1),24](1_01),3=34(LC 3) FORCES. (Ib)-Max.OomplMax Ten.-All forces 2W(to)orlees exceptvMen shown. NOTES i)W Intl:ASCE]-10;Vult=130mph(3-sew d gust)Veal=10lmpb;TCDL-S.Opsf;BW L=S,Opst;R25R,,B453;L=24fE ea it:Cat. 11;Exp C;Enol.,GCpl=0.16;MFRS(drecthmal)and,C-C Extenor(2)zmh;GC for members and,forces&MW FRS for reactlons atwan;Lumber DOL-1.60 plate gdp D0L=1.60 2)This truss has been designed,for a 100 of bottom clwrd Ilve load namoncunent Wm any other live loads. 3)'This less has been designed,for a live load of 20.Olei on the bottom chord In all areas where a rectangle 3 6-0 tell by 2-00 Was, Wit M between the bottom chord and any Omer members. 4)Refer to glydeds)for fess to Was connections. 5)Proace rnwhanical connexion(by tubers)of truss l0 bearing plate capable of Wthstanding 1001b upllg m pint(s)1.2,3. A hs RNIX4-VaMy tleagnpvamrart mCREda NOTES ON IHSPNO M'CLWEO NREx REEFNINCE IIREIaY1E9m.taRLAI6BEFOBEVSE �Vnn vtl101w are utlY em MIIN61wmcWrs IMSiN(n 5luartluiY Wwn luiwnale¢Yxrvm.m0 alw m K9W1M WItMq aIm Palwa ue.IMlWnis11de5k rrirel veeHlM cxgkMiiry of Wsxx�lxs,x„aenaxl aeMapxak RitleGcJari nIs{l.va Its, Wml I v.t,sna xXla 1e1wrnnamemIXY �.PCUllavl lemrvay m]nennaMnibraip ek' Bdvmyr,Wied ld SklMllyuulWpevanl cdkFsa•unaV�eµvwrnl nlEY�stlgW+z"IY Wngrx. {M'ad gixrl icereprOpxre IOakalWtakx09e.OHvaY.erecMnatl dacL9 al lniasaaM lw Miami re<I,XW121141utlIM CrIIrM.0aad9aM YCLNMPeuriWraN 6BOxAN EM BH. ldXy Ylmndm wJ2Mtan i�Rvle InNP4e,RIe N.Ire SBeel,SJIe 312 NeiatlM VP2231 J. Tenp,FL]3910 Jon Thies T.Type ON RY T110IX1B)I 12280TOA EJ24 Jack Open 1 1 Job Rel I -mall Building Canponsaft Supply, Jackwmille.FL-32250, 8.110sApr1320171,I1aklndualow.lnc. FriA 281424Yd26l) Fingal al TIMeMiloort hH)OHNMxaS 601,8 tOy2rDO 6NKgWCMBPEMOW aI O 4.00 also a2z 2 40 I2 ) d A 1 f Ira a a9 ao9 LOADING(pdp SPACING- 289 CSL DEFL In (roc) Vdeti Ud PLATES GRIP Tea 20.0 Plate Grip DOL 1.25 TC 0.22 Matta) 0.02 38 X998 240 MT20 244190 TCDL 10.0 "colder DOL 1.25 BC 0.18 Ved(TL) -0.03 3S ,MG 180 BCa 0.0 ' Rap Saws lncr VES WB OAD HPG(TLJ 0.01 2 No Na BCDL 10.0 Cod,FBC2019/TPYt(10) Wra-MP Weight:141b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOP CHORD Structural evod sheathing directly applied or 4O0 oc pudlad. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly appllad or 10-0-0a bracing. WEDGE MITek recommendo that Shalls..and required craw,bill LMB:2x4 SP No.3 be Irslalled dltlrlg truss erection,in accordance Mln Sleblli2er I tall tan uitle REACTIONS. (IWoue) t=158/0-58,2=10)/Mechenlcel,3=SORAechenical Mex Hort 1=54(LC 12) Max(MIM 1=-29(LC 12),2—80(.0 12) Max Grey 1=158(LC 1),2=107lLC 1),3=)4(-C 3) FORCES. (Ib)-Max Cw,-flda.Ten.-All Mces250(Ib)odess except Mhen,hawn. NOTES 1)Wild:ASCE 7-1q Vu11=130mph(3-second gust)Vawd=101mph;TGOL,5.0pef:BCDL=5.Opsf;f,2511;8-4511;L=241t;savex&.Cal. II;EV C;End.,GCp1:E0.18;MWFRS(dlledionel)and C-C Exterior(2)08010300,Interim 3-0-0 to 3f 14 nrw"for members and fords&MFRS for reactions shown;"mbar DCL=1BD plate tulip DOL=1.80 2)This tense has been designed for a 10.0 psi bottom chord Ove load nonconcusenl Mtn any other live loads. 3)'This tri has been designed for a Ilve load of 20apsl on Ne botiwn chord In all areas Mlere a mdarlge 38O fell by 2 0 0 MEa MII fit bassoon the bottom chord and any other members. 4)Refer to girders)for truss to tensa connediors. 5)Provds mechanical connection(by ofhem)of nods to beaMg plate capable d M(hstanding 1W In uplift at Jointly)f,2. A&lk--�VMIV 4aYMrpammNwsaM PE1e HOTEyeNTX6INa O1[LYOEO MIIExnEFEP4XCE IT6E MP Aianu.I4eYNrdwEEaasons sons CZJryiWMlwrmwJY'Mn M1be keno— lM1alurys bauKlmpulxm[*a��lers Nnwn.mlXlwmMINdA WIdYq cwn{wirenl.wl ee nwrynem aalae�.ma wlareemx n.rd.anN 11¢gyYCMllyoi man pr", ma mcd�pn mo mowaal WtYq W4Wr.9xNlrtllcalaOkbPevenldcgxRWlrtlNlYul kimvrebad/acMtln SaYy.ACOMd 6mMWmtlF^xmoaXly¢kW MiTeK e Rxaya repledkN akLIIYaWlopevmicrYgee NnrbNl=le PavY4 xeey ml'PoFMy Wnq{n.Fa guwrtl 4Abce�dF9lae 9W Peika Eaxt BNm. saia it uagte.tlelRery.erecbnmisswi 'ha, s J lnmiyNemxaeaVIW1VI va di'NMkt.ad!'NaM aCN Yfnp Conpmxtl FL oc10 ylNy blmmylur avJ2ie Ran Inco Wk eMInM.21e H.Iee Sheet a1b312 NemxSh VPII31 E. ienpo Job Truss Truss TypePty T11003072 1221)(ROA EJ28 Jack-Open 2 I Ell Campomd Su,nf, Jatla^1MIIe,FL 3056. 0.110a Job Referencehi Imai l qpr 13201]MTek INIADeea,lm. Fn Ba 28 14:24:012017 Page t ID:?INLNtlmeFL?ctlVOwJ WiIvnCVVATfwUINbImPUTIDE W 90BUMUDp?0^wTYslelrsMOgi 6 0.0 600 S-Ire=1'.15.5 2 4.00 12 e 7 m -0 1 3 a.4- B60 60-0 Plate Oxse61X Y}- 11:009 0-1-01 LOMNG(psi) SPACING- 2-0-0 CSI. DEFL In gm) Alan UE PLATES OBIP TCL_ 20.0 Plate Cup DOL 1.25 TO 0.54 Ved(U) 0.07 " >989 240 W20 2WIN TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 30 >4W 100 BCLL 0.0 ' Rep Slreas Incr YES WE 0.00 Hor2(TL) 0.03 2 Na Na BCDL 10.0 Cods FBC2014 1`12007 Metrix-MP WeI9d:2010 FT=20% LUMBER- BRACING TOP CHORD 2x45P No.2 TOPCHORD Nuclural wood sheathing clrectly applied or 6-"m puNn& BOT CHORD 2x4 SP No.2 BOTCHORD Rigid railing directly applied or 10-0-0 o.brecing. WEDGE MITak recommends the' S,adlizem and raguired...brecing Leh:2x4 SP No 3 be installed during loss erectbn,in eccomance Mth Sredlizer Installation quid.. REACTIONS. (ILVslze) 1=23&0-5-8,2=182/Mechanirel,3=]&Mechanical Max Hors 1=81(LC 12) Max Uplift 1=-45(LC 12),2—W(LC 12) Max Grad 1- 3W(LC 1),2=162(-C 1),3=112(LC 3) FORCES. (th) Mex Comp RAax.Ten.-All folcee2W(ID)orkers except ell shown. NOTES 1)Wind:ASCE 7-10;V. =13Jmph(3 secand gust)Vaed=101mph;TCDL=S.0psF,BCDL=5.0psh h¢SX;3=4511;L=24X;eave�ft;Cat. 11;Exp C.Encl.,GCN=0.18;MW FRS(fractional)and C-C Exterior(2)0 00 to 30-0,Intetlor(1)300 to 5-11 4;sse;C-C for members and homes 8 MWFRS for reactions shown;Lumber DOL=1 60 plate gap DOL=1.80 2)This truss has been assigned for a 10.0 pat bottom Mood live load noncomurrent will any other live loads. 3)-The truss has been assigned for a live load of 20.Opsf an the bottom Mord in all areas Mare a recrerrgre 380 real by 20 0 wide wall fit between the Dotard chord and any other harass, 4)Refer to gloder(s)for truss to truss conneflons. 5)ProWtle mechanical connection(by offers)of truss to Dearing plate capade of armstanding 10010 uplift at Ifngs)1,2, Q IYAIINMadxxy4Wgnpefmxun eM aEAa.1E50N TNR PHa NCLVOEe m as eEEERIN0E PmE M14711 ee fe02ale aEEOPE WE ��WN Ica use only calm MTuh awueclw.c IILSNfL{ryf klnrwf wYY urnn yo'wnefeie.itvrrm.mtlklw m Ma1MM GtltlLp�wpalae.rot n�rw�lf.aerate�,IM uLx4m enef mml.enn mevMnn of mem r..a"��aaaw ww�v Ixupafadesen mto rcw o.wa1 GldkRrbkn.aackgkuxcaltJ'a,o gevenl l'xu:YlllxA nllMlu4.,Ifo.waDUWtw cMxd inxinFiv u, oxsen..pml'+f+Wmaleeff^me^,bfaM hs MITek' ttiv. feafL�kn[kplhrn]fopuwJCWlf4rr WI5{mtlene•"++f�"x taxYaxl pvPeMdnn[ye. Qmwftl nfMacxfg3fedv,{xw P>dWxxv Llnm ovo,. a,1—wm muahx1 216N.Lad Mmryafancwsx,X541xl VA M14 l«ra.Usa-aa ono kcv Wufp.aroeira eol van.Fen al a. fly IMxmlm wtlyYe^can Gfs Pale KM4e.218 N.Lee Street,aIle S12 PleiaMh VA22311. Tefrye.FL 3Yf a Jap Does Thil Type Ory Ply T110030T3 12MOTOA EJ27 Jack-Open 4 I pRef i W II BUWi1p COrtgorren[Sul Jackaonvllla,FL-3?253. 6.11ewApr Mi 3201]Ai l)MLmP MW9ne Fn xmb2 4:24:01201] P gge ID:?KVLNe meFL?W VawJ W i W 0 W-ATMUINOLmPl11WE W 996xmbxzPp?enwT Vs4e7rA19gi 6 0.0 60.0 Scale=I'.155 2 4m F12 e T rry I 3 3x4- 60.0 60.0 Plate 0118 (%.YI-- 11'0.0.00-1 1 LOADING(peg SPACINQ 2-W CSL CIEFL In (lot) that Ud PLATES GMP TGLL 20.0 Plate Gdp DOL 1.25 TC Gm Vee(LL) CO] 3£ >989 240 MT20 244190 TCDL10.0 Lumber DOL 1.25 BC 0.40 VmfTL) -G17 346 >430180 BCL_ 0.0 Rep Stress lnm YES WB O.o r Hl 0.03 2 No Na BCDL 10.0 Code FBCWI4]PI200] Marril WeIgOt 20for FT=20% LUMBER- SPACING, TOPCHORD 2x4SPNc.2 TOPCHORD Stnwluml waad sheathing directly applied or 680 oc pur0w. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling diredly applied or 1080 ce bradng. WEDGE MlTek recommehas that Stablll2ers and hall cross bracing Lett:20 SP Ni Da Indelletl tludrg final erection,In accordance x101 StaN112er ImiNla0an itle. REACTIONS. (INsiH) 1=81(LC18,2=16&Mechankel,3_-TFVMechaniwl Mex Horz 1=45(L 12) Max Up118 1=238(L 12),2189(LC 1), Max Grev 1=238(LC 1),2=162(LC 11,3=112(LC 3) FORCES. (Ib)-Max.Comp,Mex.Ton.-All forces 250(Ib)orlees exceptwhen shown. NOTE& 1)Wind ASCE T-10;Vult=lWmph(3-eecontl p sh Vasil=101mph;TCDL=S 0th f;BCDL=S.Opsf;R251t;B=45R:L=24R ee ft;Cat. 11;EVC;End.,GCW1 018;MWFRS(directlonal)aM C C Extedor(2)080 to b0.Q Intedor(1)3-0-0 to 5-114 acr C for members and foroes 8 MFRS for resection shown;Winter DOL=1.80 plate grip DOL=1.60 2)This ties has been designed for a 10.0 psf Whorl chord flys load nonconmment wilt)any other Ilve loads. 3)-This two has been designed for alive load of 20.Opsf On the bdtom chord in all areas where a rectangle 3&0 tall by 2-0-0 witle will fit befwsan the bottom chow and any other members. 4)RBIar to girill for WA to ones connections. 5)comes mechanical connection(by others)of truss to healing plate capable of virthstarding 100 In up111t at Iolnt(s)1,2. Q WdifNw6 VMly Jswnpvs+.r.neMaEPONc1Ee ON iMSdNa MLUUEa MIIEa NEfEPGNLE PIOEMF]OAm.IPIlXN11—eEUSE. age ytlaiw use onN aWl dpMtliaalny.tl�selwaecevg¢,hxltpaledkto paecvexnipnrttlJeeys WIxnWnMpOVJJlAluroY�w��WW�/wetlleu¢v4E wmwann.CaaM¢ailY.mMlriutic:wYMWWdAav1lleeWmNWrkdJVrupr{YcYvan mWeel*@o'alnMrr.voll.vzmaNrtl Ml oclr9 terIM xmnaJxxYTrx m1N1M q(AkWlyol� Wry'rY tl+vR rePea]Ia pdMllYatlln VeutnlcMR wtlhl>^�Va CrUaJeefYaq PaWIY W^(tle.(w BewertlgWrce re2wV61M IRntalMlw^1We.JeM.erY.aecIMaMIra.YQ arinmeiaq T0Mrana Na4XR/INI CWlMCranM,Cf9eVane CL wlllnYearWaa.al ePo4VUY.EetlBM. 4al.rr lNCrrlpkm waawa eam lnevlrna eanmla.zle n.lwsreal.sErealz fleaaelavAzmle. T•aw.a aamo Jab Truss Truss Type Ry rttaae]41 1221 EJ32 Jack-Open i 1 _ Job Re maria(0 wafter BuilEhg Gomponem Supply, Juksorrville,FL 32256, B 8t ,lr13W-Wh M1 xL5lM3. Fd Apr20W:24:0WPBFHMget Ip:9NVWdmeFL'kOV6w✓rVIIm.CW-effN3O064XL51AO3z9LT26EJDFV1EMnWpBFHtA9g11 2-00 2-60 Stalin 1:&8 6.pJ 12 2 1 a ' J d 1$y 3 saB II a4- tae zoo OSO Bo Plat 011sata(XVI-- I 0. -0I I1'0-18 P]-01 LOADING(pet) SPACING- 200 CSL BER. in goo) Ude9 W PLATES GMP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vett(LL) -0.00 6 >999 240 hi 24M190 TCDL 10.0 WmaerDOL 1.25 BIC O.Ofi Ve0l 000 6 >999 160 BCLL 0.0 ' Rep Stress Ilmr YES WE 0.00 HoD(FL) -0.00 1 We we Ell 100 Cad,FBC2014TPI2007 Matrix-MP Weight 8 to FT=2096 LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOPGHORD Structural xood sheathing direcllyapplied or 20.0 In,pu4lne. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling dlmcd,applied or 1000 oc anteing. WEDGE "Tek recommends that Slabll Is and required cross bracing Let 2x4 SP No.3 1Irelalled du Truss eredbq In accoMence With Stadll., Irun a4un aide. REACTIONS. bithlxe) 2=47flAchanlcal,3=3:VMechanice,1=80N3-8 Mex Hom 1=2](L012) Max Uplllt 2=-31(LC 12),3=26(LC 12),1=-01(LC 12) Mex Gmv 2=4](LC i),3=34(LC 3),1=60(LC 1) FORCES. (ld Mex Complblax.Ten.-All tortes 250(Ib)or leis except When shown. NOTES 1)Wire:ASCE]-11}Vult=130mph(3aacond gust)Vasd=101mph;TCDL=5.OpsQ BCDL=5-0psL h=25X;B�Sib L=29t gave-06;Cat. II;Eat,G;Encl..GCPi�0te;MWFRS((Oractiond)and C-O Exterol(2)zone:cantilever left mmosed;porch TeX and fight exposedl for membem and farces&AMYFRS for real shovm;Lumber DOL=1 W plata gnp W1=1.80 2)This truss has been designed fora 10.0 psi bottom chord live load nwwlwunent yath any olher IIVe loads. 3)-TMs truss has been designed for a live lead of 20.Onif on the bottom chord In all areas where a rectangle 36-0 tall by2-0.0 Wile Mil tit between Me bodpm shorn and any other members. 4)Ell to glydegs)for truss to tans sonnedians. 5)Provide mechanloN connection(by otters)of truss to bearing plate capable of Wlthstandllg 100 It uplill at joint(s)2,3,1. Q W9eXN0edy�pv,a.Neov.NOFEa PV had M'p.LUOEO MIEN aEfEaINfF PIOEx6f49,w.f4aHWI6BEPoNEV4E paCm WpM YcuNV'Mln MlekAcauwckrs.RMtletlmkMwvl WYaxNr Vam,elers Crown.aM alwmh'HW1xl Mtdh]c,mpr¢nL ml Iran sy5lern.Belaa ue.X'a alxlryltlerer rnisi veMylM aFJk2ely OI dNT WanelasmJ gc{atlYhcaWrale lh6tletl£F10 X,eovrdl .vor,l Y}r ®acMlrWcrne4blo geveni WClnre el MrM1Ttl MmwnD W/c cl��d mem�rsaiy.lWOIMVI ibmFUW Ttl Cenna,mun, WOW kawrsr*aWrrad l,nskamymewwar«nl calmexwaNn�*'e r+++a+4Mrvmowwtrlvdatwe.r«uurera gta.,cereoaario aW MLkolkn.xaa+'Wa.dWmywxCMUNIvsMollrums�MmT*Ier�u NBI,MY/IRI GudIF GYXMb.dMd9 aro BCL MrEfgCmWamM 6Wr parte EM BNtl. NMyIWmMm wdktle can ln6 HaNauBa�le.21a N. Stee1,5J1ed12 Neamah V,x II31I. Tarrye.FL 33x10 Jab Trues T—Ty" city Ply T1(0038]5 12280TOA EJM Jews,GPMB 1 Job I ( yonall Building,CanpapMSuppty, JadrsaMlle.FL-92258, ? 8.110e1 W3fFAIe lntluetries,Il WLTApr28U24: WPBP Paget 10:?IWLNtlmeFL?oJVBw.NViISICW�aIF/130084%L51AG3pLTxBA30BErEMnWpBFHtABpb 41-8 41-a Seri=112.4 z M 12 y c + 1 a SII se6= o- 9 411 P9U 6e plare 011eed(Xyl 11'0.006 11 '01-80-]-01 LOADING(paR SPACING 2-0.0 CBI. DEFL. In (bc) Well Utl PLATES ORM TOLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ve1(LL) 0.06 3-6 >999 240 W2D 244/180 TCDL 10.0 Lumbar DOL 1.25 BC 0.2] VedQL) -0.06 34 >g" 180 BOLL 0.0 ' Rep St.ma YES WE O.Oo HI -0.01 2 Na Na BCDL 10.0 Code FBC2014a7P12007 Matrix-MP Weight:14m FT=20% LUMBER BRACING TOP CHORD 2x4 SP M.2 TOPCHORD Structural wood sheathing directly applied or 4-18oa purkis. BOT CHORD 2x4 SP No.2 BOTCHORD RlgM telling tlirecllyepppetl re 10,0,r)co bradng. WEDGE MTek rewmmeam,Net Stabl rs en0 requlratl cress bradrq Lef'.2x4 SP Not, be IrelMled duMin(ruse erection,In accordance Win Stablllxer IyMMlatlon alae REACTIONS. Max H l 2=W(LO 1chanlml,3=5b'Medlarllcal,1=183Po-3 8 Max Haat 1=56(LC 12) Max Uplift 2= LG 12), LC 12),1— 2),1— 12) MxGmv?I04(LGt,3=n(UC3) 1=183LCU FORCES. (lb) Ma%Comp.Mlex.Ten.-All lomee2W(1b)or less except whensMwn. NOTE& U WinJ:ASCE]-10;Vult=lWmph(3second gust)Vmd=181mph;TCDL=5.OpsF BCDL=5.0pM;m25f;"Gt;L=24R:eave48;Cat. 11;Ellp C;Eno.,GCp1=0.18;MW FRS(dlrec0orter aM C-C EMerior(2)000 to 30-0.Intetlor(1)3-0-0 to 4Al2 zona;caMllever left gran d;porch left at right ei DreQ&C for members acct lacer 8 MWFRS for reaction shown;Lumber DOL=1.60 plate grip DOL=1.fio 2)This truss has been designed for a 10.0 psi bottom chord live loved rloncolwuneM yam arty other live loads. 3)'This Imes has been dedgnal for a ING load of 20.0ps1 on the bottom chord In all areae Mom a rectangle 36-0tall by 2-0-0w as will fit between the bottom dloal and any other members. 4)Refer to girder(S)for luras to more Connectives. 5)Provide mechanitai cinnamon(try others)of truss to bearing plate capable of Withstanding 100 la uplift M joint(s)2.3,1. ,van VMIy[Iy PermnlanvataErDMOrte Gine dv"YOEO MIIENa mrsvv LEP ,n MHO]nr.ID93T115're, YEE. �vela ra a:e onn mm mnet<a�,wwrt.,o.mama aeaea owvarnn m«alvei:Nbwn.a�e wmI a.LtMma Ixadlg wmrv�l,mI aln®m1em.telae�.Xw lrYdptlmp�w muilverlvlM WY:ab11No1[Ie4f pyarelmudgcgsriYricarxxoW mhtle4anmtollw Quad WdptMq�.Pmrq MCdalato geValJalcNMdbWUMd ximweSmVa cYutlmenY sax"Purve_YAlnnlzxaYmnusho lxvi' i9 go k' k WahrWwa]kn AdMllYatllO Pevenlcd9.+�w1mp�MCawtltr/Yadpc{a1YMnNe.fd 9ere�tl9LLbce�xdrrl9M To , FMIBMJ. ktxkva%LSrM�e.demely.aecMnud dafg olMrtesOW Inm Mlen4 Me4fIL/Ml Cudr/CMrIYI,OLd9agaCL MIWyConWaliwY 9aM1N INpmeXm avWdre Yen llimflole Mir➢e,RIB N.lee SOeel.Yll1r a12 NeauMb.VA2R311. Tr�q>.I a'M10 Jab Trues Tess Type OI, Ply 11 T, omma t2280TOF EJ35 MotwpiM&,a. Gable 1 1 Jab Reference tdustr Builditg Component Supply, JGCkWnwlle,FL-32258. B.11USApr 13201)MITeklnnNtealrc. PoApr 2914 hOmO0kn Pagel ID:?M/LMdmeFL?WVBw.NVilunCW-BspriPOtlNIBINcdeBe00gJadYwabOmOAZknkWlBgg 400 aO0 Scab=1:122 2 A4 4.ao2 s 4 1 a 3ic4=M 11 2x4 II PI I Off is OLY)- 11:0-600141 11'0-1E0-7-01 LOADING(puff SPACING 2-0-0 CSI. DEFL. in (roc) thresh Ud PLATES GMP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ved(LL) nm - Na 999 W20 244/100 TCDL 10.0 Lumber DOL 1.25 BC 0.18 VedQL) nor - Ne 988 BCLL 0.0 ' Rap Stress Ii YES WB Dw Haw(TL) 0.00 Na Na BCDL 10.0 Godo FBC2014?1121007 Mat"-P WeigM:16 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Ni TOPCHORD Saudi motl sheathing directly applied or 480 of pudim, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applled or 10-0-0 oc Ewing. WEDGE MTek recommends Mal Stabllli and requlre0 cross bretlng Left:2x4 SP No.3 be Installed during truss erea ction,In apmanw ca ,Stebillier Installation guide, REACTIONS. (Iblslre) 3=154/480,1=154/4-0-0 Max Hors 143(LC 12) Max Uplift 3=-53(LG 12),1=28(LC 12) FORCES. (Ib)-Mex CwnoWax.Ten.-All tomes 250(to)crisis except when shown. NOTES- 1)Wind:ASCE)90;Vult=IWMph(3-second gust)Vasd=101mph;TCDL=S.Opsl;BCDL=S.Opsl;h=25X;B=4SfI;L-241[eaves-_211;Cat. Il;Each,C;End.,GCpi-0.18;MFRS(directional)and G-C Comer(3)080 to 380,Exte lor(2)34010310.4 mne;C-C for members and forces&MW FRS for rein shown;Lumber DOL-1,60 plate grip DOL=1.80 2)Tose designed for WM loetls in Me plane of the truss only. For same exposed W wind gimmtel to Me face),sea Storarri IMustry Cable End Details as applicable,or carsult qualified building designer as per ANSUTP11. 3)Gable restores continual bottom dwrd bearing. 4)Cable suds spaced at 1-4-0 or, 5)The truss has been designed for a 10A par bottom choN live load noncotwurrent WM arty other live loads. 6)-This buss has been assigned fora live load of 20 Opst on Me bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 eade AM)fit between the bosom chord and any other members. T)Provide mechanical connection(by others)01 toss to bearing plate capable of Withstanding 100 lb uplift at)oings)3,1, QWAMtlIpVaKF JaYpn parnrvlen mO eEAO NOTEe ON 1XI3INa OKLWEa 41lIEaaEFEMNCE G40E NFTITI m.IeeMl156EFOXEYEE �tWWMusoMy YArn MWMOcwnccldS.lNstleJ(lnblxysleW i n andm Nww.JMli lotmlMMb AWMlryt mnrywrvrnr rot ryikm.W1oee us.Me tNJMtgdewsm nnzl wiM t�uµlbdYW ottlaCOn p;anielaiwW NWary naapaaW Mhd nbW iM owtar MYtOtp rWrWn. BacFg4gcaleOblo gauINit WCWtg oIMaWJW mtnwenad/wcMtlmemFixScdY.Pddwxxa tanµaayaMtamarenidacaxl a Mqi taNINl MsktlW ars W pevml cdlgae wlln{wYMe Fauvxl H�xYaxlpa�tY aanc�. fwgaad9WSMu tWarLi({nes k1MWbLalaoaa,IX+Way.erecMnaEbacYgdnrs�aNlnmaManccfa4MV1RI WJIy CAxppfpd9OMkCetWNgCmpwNN P.F3p BMJ. SdMy IrMnoXm WytEAe hem Ins RaRIVXAe.210 N.1ee0Teet,51b312 Ne[aiO4i VRYYJI4. Tang,fL 33610 Jab Tw Tmcs TYDa Oly RY T11003a72x 12280TOP F01 GABLE 2 1 Job Rshmance iggborall Buld'eg Component Supply, Jeckldriveb,FL-32256. 8.110aAV'13 01]MRekln Tdh F Apr 421 l age 10:2KVLNtlmeFL9ctlVewJWIIBnCW-82NxYIPTtlM11pKKKpBHIDZODZg1w4189wEgIIKA2M9gl 0148 Sul. Cxe 1 2 3 4 s 6 ] e 9 10 11 12 - zb ,icy 2{ 28 22 21 20 la 1e n 16 is 14 13 as= a.4= 1i9z 24042 L2-12 5s12 41612 62-12 4612 161o1z 12-a1z 138-0z isza 1s4z 1-1-0 1a0 14.o 1l 1L0 1d.0 110 1JL 1J 17-12 LOAM IVO Irep SPAMNG 2-0 CBI. DEFL. in pec) Ydeg Ud PI-4M GRIP TCLL 40.0 PIMe Gdp DOL 1.00 TG 0.12 Ved(LL) Ne - Ne 99B MT20 211/190 TGDL 10.0 Lumber D0IL i.W BG 0.02 VadQL) We - rile 999 BGLL 0.0 Rep Stress trier YES WB D.03 Her2QL) 0.00 13 Na Na BCDL 5.0 Coo, FBC2011TPI2007 WMx-R WelgM:67 It, FT=209.F,1M LUMBER- BRACING TOP CHORD 2x4 SP No.2(tlat) TOPCHORD $ImcMml wood sheathing directlyapplied or640 so pudim. BOT CHORD 2x4 SP No.2(flai) except end vellicate. WEBS 20 SP No.3(Oah BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No3(gah REACTIONS. Allbearm,15-2-6. (Ib)- Max Gray All reactions 25010 crlessallolnds)24,13,23,22,21,20,19,18,1],16,15,14 FORCES. (Ib)-Max.Comp/Max.Ten.-Alllorcas2W(Ib)orlassexoepl WlenshWm. NOTES t)Al plates are 1.5x3 MT20 unless othersele Indicated. 2)Cable reRUmas contlnucus bottom chord bearing. 3)Tr=to be lolly sheathed tram one lace or securely braced against Isterel movement(i.e.diagonal web). 4)Cable studs spaced at 1-4-0 oc. 5)Recommend 2,03 srongbacks,en edge,spaced at 10-" 9c and national to each truss Wth 3-10d(0.131-X 3')nalls. Slmtghacks to be attached to walls at their outer ends or restrained by other means. �WNRNwBYnIryO.Ngn Fvem.lm mOREIO NOIEe WI INb INC XICLUOEO MIIERREFERIXCEYJ6EM4J1Am.160.YNia BFfOREUY. WLgl vWtl b,use cNY'Mm eeNtDwurecbn.Rh,YNa�kL]wIY W��W�elers Wwn.a✓]tr Ohm IMM1k4ulMdlp a.nfwcnl.iul IIURiyLem �1ae uw IhelW Wq O%dr InW venNlM oWllvdlN oldeel{Y�W�u WtenaNgal>�IY Y,capvale INMN2n Yeo 11'e ovatll °udkee maaR. earxa i.aemedKro pavenl WclYx1 o11�xNYlr1IINRweoawaererameme.�.onr.uwwa lamwwa.lemR�m l.snw e dwgi�enAedla SYtMIYugW Wwdticdkpewnnrx,vde C.nmY1Y0+r adgcnatydmgAa. fa Wnad PMW2e�Wa4VR�a T,R,M10 YblKdbl.ylpWi tlNVnr,e�eclWnaMMa JgBd ryum UltllnmMlenaY^%1NFI/IEII QgIh CIXxIe.09Bd9YNFCY euINgCwrilYe.nl Txry..R&Y10 ypr.b.Ilypmypn gvYYle rygnly Ra@YVA0 .218 N.LL ShaeL 911k a12 NemrvJlla VPR2311. JOU Trvss Trues Type Ory PN 711003878 12200TOA F02 Floor 18 1 JOU Reff7MT k 1lanel Bultlrtlp C011poneM SUDDN. JackeOmille,R 32258, 0.1f0s ApVil2 7M'Rek IM dhW KKpBHIpZMSil034:042gll Paget ID:?KVLnJtlmeFL?cdVOwJVVIIimCW-e2NxTPTtlM1MKKKpBHipZODSi1kUJluwEgIIKNM9p1 o-1a H 1J'.0 1-11-6 1 B =1:R56 4�= 4x6= 1.SYJ= 1.W II 1.Siof II 1.Sbf= 1 2 3 4 5 6 7 0 17 16 p Y ( 15 14 13 12 11 10 16 B 15-26 be PMt OB to IXY1— ItEtlg 0.1AL 15D-1-B EOgel 129 Ed I I '0- A Etlg 7 LOMM(psi) SPACII I 2-0.0 CSI. DER. In (lac) Vast Vd PLAIES GRIP TM 40.0 Plate Grip DOL 1.00 TO 0.57 Ved(LL) -0.151314 >999 360 MT20 244/190 TCDL 10.0 Limber DOL 1.00 BC 0.00 Ved(TL) -0.221314 >825 240 BOLL 0.0 Rep Stress Ina YES WB 0.50 H.(TL) 0.05 9 dre We BCDL 5.0 Code FBC2014 PI2007 Wtdx-S Weight 79b FT=MF.11%E LUMBER- BRAdNG TOP CHORD 245PNo.2(fal) TOPCHORD Model waptl sheathing diraddy agiddl or 6-0-0 ad purlins, BOT CHORD 24 SP No.2(Bet) except a'M vedicals. WEBS 20 SP No.3(Ilat) BOTCHORD Rigid ceiling directly applied or 10.0-O Dc brading. REACTIONS. (Valeed 18=816/0-5-8,9=S1flq S0 F)RCES. (Ib)-Max.ConrP Max.Tan. All forces 250(Ib)or lass except woo shorn. TOP CHORD 1-16.81110,59=-BiiN,1-2=-81210,2-3=493b0,34=-2513/0,4-5—2513/0,5-6=-251310,69=-193/0➢, 7-0-84M BOT CHORD 14-15 11525,13-14 12308,1243=02513,11-12�I2303.10-11 11525 WEBS 1-15=(/1047,2-15-991/0,2-14=0/563,314=-52510,3-13-91520,4 4 3-26110,8-1"1047.7-10,991M, 7-11=0363,6-11-52500,512=-91520,512=-261M NOTES 1)Unbalanced floor Ilwa loads have bean considered for the design. 2)All plates are 34 MT20 unless otherwise indicated. 3)Reownmend 2x6 strongbacks,on edge,shared at 10-0 0 oc and festaned to each tmss win 310U(0.131'X 3')mile. Strongbaoks to be anached to walls at their outer ands Cr nod ained by other means. "Man VM Owlpnpmm. IES-has 4-M'LLODS La 70A ,'tla wltllaO_ D''Mth..IM' sN O,'Gdisf mlY Wrnl -Rh M.I ,L II IYry gin wD ...Iwlwe use do"'al rlsskl w[IVPorylM1ralylLLLiryol 'WA W� 1 saMp Y. 1 ul 4ma mase. Nook'd xrroreadnlo r.erenl rua4w at+mu..�la�urehmdl O,o,d harzmv .. ..v..11»rmare Ir..,1w1 MiTek' al lw iMiW—e WevenicWl4te xM p:olxaaww ✓J wwassWU>rY WnWa, . Ws'. sol,r,ddlnae DOh lowrdhw Mo3e,tlelNvy,em[:I.Morpm�gallnma[aq CuilsleyntWMNL/IPII GwYly UM1M,DSB 69aM BC51WWIn6CamPonenl 6BOa PBIMBE 19Atl. wMyy/pm,lpn wd?Ae ligli I..MorMMNe,41a N.lee5Ree1.9I1e312 PbxmYM.VR'MJII, ienpa.FL 3Y10 Job Truss Tara Type CN Ply TI 1003879 12203Tpq F03 FleOr 1 f Refs... p I1 Building Component Supply. JecksonWlle,FL 92256, 8.110sApr 13201]M'T. bdaybhaa Fn gpr2a t4:24:ob GVf1 repel ID:?MJWdM6FL?cdV8WJVYIvaCW 2EWIK5O5D?vWUMI?D25c15P132TYJN9scL48ge o-1. Pyy HL 1-6.12a =140.5 15Y3= 'Ys FP= 618= 15e) I 1 2 3 4 5 8 1 a 9 10 11 12 IIqq �p 3D Y 13 2I 26 25 24 23 22 21 20 18 13 12 16 15 11 13 II 15Li II 15x3 II 0.B= 41= 3B FP= I5w II 1 II L6A 400 8312 tUP12 1221 13612 1&012 1Btne 22+e 21166 1.5-0 240 4312 Rb-0 tae 1d. 2.0 3&12 289 16-0 Plate O8se15(X Y)- 201..Edgel LOADING(psi) SPACNLG- 2-00 CSI. DEFL In (lac) Yde9 W PLATES ORIP TCtL 40.0 Plate Gbp DOL 1.00 TO 0.44 Ven(a) -0-00 25-28 >B99 390 MT20 244/190 TCDL Mo Lurnber DOL 1.00 SO BT, VerbTL) -0.11 2526 >999 240 BOLL 0.0 Rep Sirens incr YES WE 0.45 Holz(IL) 0.02 13 n/a We BCDL 5.0 Core FBCMI1 P12007 Means Weight:12 it, FT=MF.11%E LUMBER- BRACING TOPCHORD 9WSPNo.2(flat) TOPCHORD Stm=WmWsheWhingdiredlyappllWd 69 «purlins, SOTCHORD 2x4 SP No.2hed) except and veticale. WEBS 2x4 SP No.3(flat) BOTCHORD Rigid telling directly epplled or 1040 ac heading, Except: 6-0-0ac bradng:22-23,21-22,20-21,18-20. REACTONS. (IWslze) 135181050,28=550Po-5$21=15199-58 Max Grav 13561(LC 4),28=566(LO 3),21=1518(LC 1) FORCES. (Ib)-Mex.ComplMax.Ten.-All forces 2W(Ib)orlms excepiv4len sMYm. TOP CHORD 1-26-580/0,12-13=5559.1-2=-5539,2d=-1191/0,3-4-1285/0,4-8-94/055, 6-7-16'481.78=-32/442.8 9=E931103,9-10.11981%10-11-11dead,11-12=524/0 BOT CHORD 20275/1034,25-26-0'1295,24-25=/01"5,23-2451 295,22-23=-21MI6, 21.22=-10780,M-21=-1018/0.18-20-2511160$17-16-0/11%.16-17=0/11 M. 15-165/1198,14-15-0977 WEBS 721=-149M,1-215011.7-22=0942,2-27=-6890,6-22=866@,8-23516, 4-23=5749,12-14 5573.1-205920,11-14-63M,8-20=848'0.8&185/486, &18=-528/0 NOTES 1)Udbaleac x!floor live loads have been considered for 1615 design. 2)AM plates are 3x4 MT20 Unless dhernise Indicated. 3)RecommeM 2x5 strongbacks,on edge,spaced at 10 0-0 m and fastened to each toss Mm 3-10d(0.131.X T)nodal. Strongbacles t0 b0 attached to Walls at their ONer ends or restrained by other intense. 4)CAUFION,Do not erect Pass backwards. Q WA6Rp-WM' Yews ll ace'seEM1LAm.1401ZW6/EFONF WE. l�WYJbuawYYMT FYINOconwclwe.Fhtla99�kbaeddYY��P"xd^elerssncvm.mtlalwm MUFF Ib.�kMp cm�wnl.ml elm vyean.&Ade v¢.11¢dtlag amLdFe mel vol O n¢gMktlih of tleY3n paanalen Od pgwlY F�=uM'�aM'IIA tla4T Inb IM ovwa5 WdprEam.DacLp FMMadbio wevml d�eMl6p Ih1M}U]InmwebaNaa clxra membarsd4y�.PttlMrvJ lemMw dM pem�md4aacYp ek' ad��Toed kx apidyantlbgevmlcdlgrx UMn[�Ie�dFx�l'dFl golvly Wnr9o. 9d�m l9ak�o�o9o�Q9M qM PaM EM BNtl. 1dMcalFan slda9e.delRay aacMaFl bad'pol Fuoevdtln�m Mimes.®a4NNMleuahnllxp.beans oid BCN WIInp CalNenxe ieirya,FL s361n 3yNy INamoXm awLWe pan Iiu INb Y6XeIe.Ile N.leo SlreeL9M 312 OleinF6M.VFRR311. Job Tmea Truss Type CIy PN T110638BO 1220UTOA F04 Floor 2 II' J.b We..forsong, Wilding Component Supply, J4cks.rnille,F States. 8.110 sAP 1-.....iTek lndu5fiea,Inc. PoAp 201624:08201] Paget ID:?IWLWdmeFL?MV9 Wlizm W.WRUNRRkellmaeUSlilHeplp R8 Di0n Mggd Sul,=1.40.5 lot-8 H li 30 1�12IF- ]1 pj 0118 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 15Xi= 3r6 FP SB 1.w 11 1.S4f II "= 1.5X1= 1 2 3 4 5 6 ] 8 9 10 11 12 13 fund y 32 I 31 l� 14 29 20 2I 28 25 24 23 n 21 20 19 1a 17 16 15 1. II 15X411 1bq 11 3B= 3re FP= *,6 21-11-. 2040 3148 . 231.8 180 2EA 4.412 2b. IiB 1i0 &1Ot J8 4 A Yse PA Plate Ogseis lXV1- 13016 Edge714:01- F = ]'0.2-12Edge11 '0- 6Edgllta6 -8 Etl 11180.16 Etloel LOADING(PBB SPACING- 2-0-0 CSI. DER- In (loc) VUefl IM PLATES GRIP TOLL 40.0 Plate Grip DOL1.00 TC 0.47 Vert(UL) -0.0]29-2] >999 980 W20 2441190 TOOL 10.0 Lumber DOL L00 BC 0.]2 Ved(TL) -0.11 29-27 >999 240 BCLL0.0 Rep St..iter YES WB 0.43 HoGRL) 0.02 18 We Na BCDL 5.0 Code FBC2014/TPI2007 Metrix-S Weight:128 lb FT=2O%F,11%E LUMBER- BRACING TOP CHORD 2x4 SP No.2(flat) TOPCHORD Strait W.otl 9heatbin,andctly applied or"-0o1 pudlns, BOT CHORD 2x4 SP No.2gat) misfit end vedioele. WEBS 2x4 SP No.3(Ilat) BOTOHORD Rigid telling directly applied!or 6-O0 of bracing. REACTIONS, (Ibre,e) 29481/05-8,22=13931058,18=8820-56 Max Grey 29=605(LC 14),22=1353(LC 3),18=]0](LC 4) FORCES. (lb) Max Comp.Mlek.Ten.-AII fortes 250(Ib)or less except Wren shoYm. TOP CHORD 1-29=-5990,1-2,-5]341,2-3=124910,3�4=1385/0,4 6=-108381,7- -MW82, &9=-814/66,9-10=814/98,1011=814188.1142=39W4 BOT CHORD 27-20=011 Wt,26-2]=01385,25-264.41385,2425- /ln5,23-24=13/158, 22-23=V7irO,21-22=T11N,19-21=-24215]6.16-19=-88/814,1]-18=52/1`28 WEBS ]-22=-131010,12-16=88( 0.1-2&-.0)3],]-23�,2-28=E9N),a-23_-8330, 6.24=0479,4 24=5100,12-1741534,]-21=0609,11-1]=4TLb,8-21=67410, 819=05(x3 NOTES, 1)Unbalanced Door live loads have been considered for tb15 design. 2)All plates are 3x4 MT20 unless otbeOtlee indicated. 3)Rec.mmelltl 2x6 Wrungbacks,on edge,spaced at 10-0 0 .c and fastened to each Voss 1M1b 3104(0.131X 3')nails. Slmngbacl®to be attactetl to walls at their outer ends or mattered by olfier means. 4)CAUTION,Do net erect Imes batkvarlds. Q WAMIWO-ye4NaaaBy'-and9EAO--QV-IXe NCLYOFO Y/ENPEEE --E,V)1Am.1e0.VJ01a BEfOI1EV9E CeYpI WNla ussaYy HIn MIM4®cdiecMaS.Rh c�Yan6b'IeWYulm pa'miekrs Yuwn m]61wm MN.ud Wdlg canF.rent rot Wede,dwpp9rysulerapinl,eO(qlw¢Wv¢tipM¢mda2tllolggdew.andl Yc^Wmlqv.>ievxelMltyllMMagW4Oka2u�NNd o.11tlaeytlo{rtui gt gaOo.nendleyrsdvandog�W. elly Blcawrma1e1nF6C041n In1olMOYelalll¢ W M{Te k 1- demo." dine. /bkolbM1 ilptge.tltlNay,a1-lknaWd AgdM1uctsadlnmsManeae4WWMI GuyIyCMxb.bSBd9m]BCYWWn9Cm8orxnl B, FL EMBW. 9y,lY BYpB1eBM wal�NYam loo{R�MBae.218 N.lee SlreeLSJb31201emYJL VRSY414. i,npe.FL PSI. Job Trim Truss Type aty Ry Tl 1003081 12200TOA FOS Moor 4 1 Job Repromil Ltorall goingp Corp..."b. Jazksome11e.FL-32256, B.110a Apr 13201JMTek IMlstdee,lrc. Fri Apr28 t1:24:0]211t) Pagat ID:?KVLnJdmeFL?ctlVOwJWIIzmCW_tl231rSMecedBo2NePOWAItutlElJWlglumXywVdOgc Ptd ��q 1 13.0 1.118 I"'I SceN=19).0 46= 1,5,.1 4,6 38 FP= 1W li 4x6 y8 II 1 2 3 4 5 6 7 0 9 10 11 12 4 �25 4 y 1� 24 g 22 21 20 1e 10 17 16 15 14 13 bg= 4a6= 1Sd 11 3x12M10MSFP= 5:8= 1ALf 11 Ort= 2-SB _ 21&6 211 30 Ort 0 PIN Ogeets I Y)- 11 Etl d7 1$'61-12 Etl I IJ'P1d EdgaL 12'030 EOpel I d Etl L(20'61-B Etlgel 123'62-12 Edoel LOAOINB gag) SPACING 2-0-0 CSI. CEFL In plod) V" Ud PLATES BMP TCU_ 40.0 Plate Grip DOL 1.00 TO 0.85 Ved(tl) -0.45 18 >561 360 W20 2"190 TCDL 10.0 Is4nber DOL 1.00 BC 0.85 VadQL) -0.]1 1&19 x360 240 M18SHS 2MI190 BCU_ 0.0 Rep Stress Inc, YES WE O.A Hord(TL) -0.02 12 No rJe BCDL 5.0 Code FBCMI1 P12007 Metrix-S Weight:1121E FT=20%F,11%E LUMBER- BRACING TOPCHORD 2x4 SP No.201ab'Except' TOP CHORD Stnlclural wool shealNnp dllectly applied or 2-2-0M Purim, 4-12:2x4 SP No.101M) except ales YertI.Me BOTCHORD 2x4 SP SS(flat)-E=Wt- BOTCHORD Rigid ceiling directly applied or 10-0,0 m bracing. 1316:2x4 SP No,1(flat) WEBS 2x4 SP No.3plal) REACTIONS IINSIZe) 24=1164/0.5$12=11]0030 FORCES. (Ib)-Max.Comp]Ma.Ten.-All fomes250 Plot brim exceawan shown. TOPCHORD 1-24=915]/0,1-2-12021,2-3=-301810,&5=-02]1/D,56 5091/0,6]=5c9110, ) HD,69=4315.0,e-10_-30]30,101 2480,11-12=125110 BOTCHORD 22-23028,21-2 =00,2=21 X4] 4.I&20U01,1&1 -001.1]-18= 4]8 , 1S17=0(3823,14 15#2296 WEBS 12-140/1M, 1-230r155$220-36c).12-22=1410]9,3-15-IX1210,&21=1669, 5-21=d]1N,5-20=-51/808 620=3367,1=11=-042M0,10-15=¢11 C62,415=-10130, 91]=1884.8-1J=d5]/0,518=1456,]-16=-551231 NOTES 1)UMaMnced floor live loads have been considered la this design. 2)All plates are MT20 plates unless otneWdse IPllcaled. 3)All plates are 3x4 MT20 chose otheOMse indicated. 4)RecommeM 2x6 sbcngbacks,on edge.spaced at 10.0-0 or,and fastened to each piss Mh 3-1 ad(0.131X 3')resile. Snongbacks to be attached W walls at their outer ends or restrained by other means. 5)Gap between In ds of top chord beating and first diagonal or vertical web shell not exceed 0.50pn. 6)CAUTION,Do n0t erect tmss backwards. WIPNMa-VwNyCWpnpemnleneMaEIO HOIEe ON 1m4Na NCLYOEOW/Ex FEFEFE NCEII4EMY]4Arev.laOYN159EFeaem,S A oss uW,Y Iw�euwYYw'IM M.mY,wvtr'Iwx IM4esyX�RYnneO wYY u1m Pnunie0.'Issh�wn.au1R lu m h]NMaI mise. i e.irw ent al Illra ryLem dales Ifo WdkM tleYJ�x muslveMy llle[Tryl:N111YdrleaMnlwannlersatl gapwlY Fcupwale NR tleeMnxlbll'ewadl bM9dNkPI.aOCk611OcoletlRbgeVMllx�kV«hvlNkAd MawebaWaCllutlmn aMY.Mt1M1bNWxW?dfM�^'xatlla¢xq s I. t«Ng910glatlb[YtAIY WJbpaaecM[xxz Wk%YMe CaleNvl xYW rnlPWwlY 6a�µ(g.Fes Qw�w.ygpP¢e Wp�tlg Te BM Gerke Een eXtl. sees, Yw[Ww.dsNwY.weclbnW tiv"lQ nI21..c.h- hYav1.som312,..pVRWlyMWWbNd9aq kCN kuk,WNCmpnN ry310 Jab Truss Truss Type Ory Ply 711003002 12200TOA F06 Floor 1 t J Poe .A'dl,CompnmtSupply, Ja or ille,FL-31256. 0.1105Ap113....MRek10.1nes.1m. Fn AM2814:24:0]201] Pagel ID:?WLnJdmeFL?MVSw,NVllDrCVV_d2NnSMwcPoBo2Ih PGWAtr_GFMA VR>MxoXYwVZMBgc 0.30 bsle�t'.11.6 14= 1 3v4= 21.sY1 !I 3 14= 4 10 It p y0 1.5Lf= 9 1Sx311 bA= 8 ] 0 bee 7 40 640 _ 0 so Plate 011ae61XY1- I3:0.t-B,Etlge114:0-tE Edgel f841n cmm LOAgNG(psU SPACING A60 C&. DEFT In (ix) VOafl W PLATES GRIP TOIL 400 Plate Grip DOL 100 TG 0.48 Vert(LL) -0.03 6-] >999 360 W20 244/190 TCDL 10.0 Lumber DOL 1.00 BG 0.43 VedTL) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.21 Hoa(TL) 0.00 5 We Na BCDL 5.0 Code FBC2014/IP12OD] McMxB Weight:36 lb FT=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 BE No.2(flaR TOPCHORD Stmcwrel wood sheathing Mremy applied or 0-0-0oc purine, BOT CHORD 2x4 SP W.2(W) exoepl era vedlcals. WEBS 2x4 SP No3(llap BOTCHORD Rigid calling directly applied or l M4)00 bracing. REACTIONS. (ib/si2a) 8= 010 58,5=311/04-5 FORCES. (ib)-Max.CompMax.Ten.-Ali foross250(0)orless Ameptwhan shown. TOPCHORD 1-9=-326m,4-5=313m,1-2=3B&O,2-3=366N SOTCHCRD 7-8�366.67- / 66 WEBS 4-6128].1-0=01442 NOTES 1)Unbalanced door live loads have been considered for this deNgn. 2)Rec0lnmand 2x6 srrongbacks,on edge,spaced at 10A0 oc and fastened 10 each Mss Wm 3404(0.131-X X)nails. Stmngbacks to 1»ahached to walls at their outer ends or restrained by other means. ALANAwNa�wwACreV-, mAa —bAAGN0—bw YNAANO--MnENaFFEaANCEPA06-7400-b orae` DRe E W3gIi VtlNlw uwanlY`uIT MOebtamti Im rtw al bna W.ws1 Myul—h]IP�Ino-AnO -m a 1d onh]NWN MaW,n' µu enll Mlem.aelae uce.IM dYU�p Japm mull valh II¢4XIkuUrlryof Jesl}"rvanelemuqµWe,lY Yu:urnxale Pk daLL3 rInloa,e nem .l Ibbmon..v3:a to Mevn,11 fJNNnMNYAYJ Mawebml/tttltutlmem[dtdiV.Mkllbvl lemM Wuq Fb,mu,m16'acM) Mire k' k /'�ePae0Frd"_ Pev bmJn4�wM,W�e mrNxYW VM IY�N�. ra 6RN°I4MIuce�eWmq Te 9o.P.,..E.ai aNrl. a �Ibbosay,inasell . eAlAemacAn Rom aal' go2nmeraq mRmemi2.Aerw11/IRI VA MY 14. WBNatl aCLWlmnp Ca�rymw4 i. .fL 33610 ByYylNamoXm«aWWeYan lnxe FMlexeppb.41aN tee 3awLS16312.Neva Ml Vh'IYJ14. �._ ^P° doe Truss truss Type Ow ply TI 12200TOA FO] Floor 3 1 job Rai BWItlNg Co.,..Suyw. 10?KVWdmeFL?ctlVOwJWIzmCW _ A914240De9e1 BpRy)5InvAHUpytleO)MENBeeeeFaMV9PiTWO199 b30 Hi 130 6 11-12 F $12 SV- 3m= 15A 11 T.e FP= 39 1S[I II 'JN3= 1 2 3 4 5 8 ] B 0 10 2I 24 It 21 20 18 t2 17 10 15 14 13 12 11 22 10 9Kg- lw II 16a3 It 3W FP= 594 bt 12 1FU0 SBd 0. 8 11'1'4 PI 1 OBses(XY7 19613 Edp L 1 ' 1E EOp 1100 b EtlgeL 118'0. - Edg L 121'0.13 EMNI L0AOING(Psg SPACING 2-DO CBI. DER. M (Iocl IAlap U0 P-TES GRIP TCLL 40.0 Plele Grp DOL 1.00 TO 0.58 VedILL) -0.914-15 6999 3BD M]20 244/190 TCDL 10.0 Wmber DOL 1.00 BC 0.)8 VedQ1) -0.1314-15 69Se 240 BCLL 0.0 Rep Stress mar YES WE 0.34 Hoa(TL) 0.02 11 Na Na SOUL 5.0 Code FB=4,f7P120O7 Mat h-S Wei it:921b FT=ME,IME LUMBER- GRACING TOP CHORD 2x4 SP No.2(8et) TOPCHORD Structural wood shadNog directly applled or 6-0-0oc purllro, BOTCHORD 20 SP Ni wai and vedlcals. WEBS 2x4 BE N0.3(flat) BOTCHORD Rgidmlllingdlrecllyspplietlor10.0-Oocbrecing, Except: 60-0 a bracing:1819,1318. REACTIONS. (Issue) 2222710-5-8,11=55=58.18=-1=#)54f Mex G.22260(1-Cll)),11=500(10)),18=1031(-01) FORCES. (lb) Max CampJMax.Ten.-All f..5250 did or leas except Men sMwn. TOPCHORD 1-22=-2860,10.11=-5)310.1.2=-2T]1,23-2T)1,5-6-4081 ,8)=-124310, -8-12434),8 9-_-116'910.9-10=-5451 BOT CHORD 20.21=02]],1911819=i091,1)-18=-4091,16-1)-01511,15-18=0/1243, 1415=01243,12-14=01022 WEBS 5.11a,NW.1-21 1332,549- ft S.19=382b.10.12-01]01,5-17=0713, 9-12-N=,81 616=0588,7-16-25= NOTES 1)Unbalanced floor live loads have been 0onsldere l for the caslgn. 2)All plates are 3x4 MT20 unless oiivenelse Indicated- 3)Recommend 218 atrongbacks,on edge,spaced at 10-0 0 oc and treenail to each truss Who 3-10d(0.13V X 3)rills. SOOngbacks to be attacllatl to ells at(heir Outer ends or raslmined by other means. 4)CAUTION,Do not erect truss backwards. A w4Pa'4eON".14u —0NO—ONTAS ANO M0.--NOEx nEFEa —rese-7113 ne lO9YA159EFON— Devi NE USE Dev i.1,1--a'wih Mia mrv'x'.:Iois.r Ou9Nn N1ro,i.111i �RNunelers Nurw�.Drool«mhNVMIM Wralge:wnlm✓r OnnOrm.re(ae�.IM nlYlalg�Com�muNvemylM gyile<LYm oIMW4�txYrelwlaivavl geFavlY�aW OIe ANOvno ApwaJl o-4unaeN9n.erawlwernNaaroarlwwMaewHw4 run:wnomelw onomm�no�avv. Aarnlore emPwwagr✓NTnoanla¢Iry aawreleaNaaxn mwlh�loaevem�ww�wm rx�IN w�NN.4 n4nvrndnwddvuNlnapn.r�w+NaeWducNraaOrwvl6e saw P.w.F.Neee. NtlM.olbrt Ap[pa.OtlNay.eeeclunnaeose ,vi..6ime timh*leme exelMWRIIOMR/Calxb,wlJ4m4 CfIWWAn9ComWnNn1 Tenp.FL TM10 1prylyyypmWnO.d2NYOmi�ROb lre0Me.RIB N.Iee Slreal.SYle]IR.Nsi JM.VRY1314. Jod Those Typs ply T11003001 12200TOA FOB Floor 1 11 Job R f (roibnel) Buildmg Component Supply. JBClwomntls.FL 32256, 8.1105 AW 1320xcAgASklMusmf1Cut. l- ApMOSIP 0920 Pe9a1 I0.'ll(VLnJdnaFL9MV3wJWilmiCW-NAgA3TCSOPLR6Cm_gl_FSxJW25p_Jc105034N]Mepe 0-1.. H 130 I 8-12_i 1 I =120] 1.SK1= 1.Sv3 36 FP= tea= 1.6Li II 1.w 1 2 3 4 5 6 ] 8 9 10 im24 a 21 20 19 17 16 15 14 13 12 IK 1,5411 154 II 3.6 FP= Sed 5-1 12 1740 1. 0.9 11-14 - PMI Op is(X,Y) 13'0.1-8 E0p I IB' dal I10:0-1-8 Etl I lie'0- -S EtlpsL 121'0-1-8 Etl I LOADING(psR SPACING 2A0CSI. DEFL. In (toc) Vast W PLATES GRIP TOLL 40.0 Plate GOP DOL 1.00 TC 0.57 VeA(LL) -OA9 14-15 > 380 MT20 244/190 TCDL 10.0 Lumber DOL 1.W BC 0.]9 Ved(1L) -0.1314-15 >M 240 BC11- 0.0Rep Share firer INS BCDL So Code FBCw1A?PI2OOS MMdx--S� Horx(pL) 0.02 11 Na Na Weight:901b FT=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 SP NO2QIag TOP CHORD Slmcluml Wo00 M MNng dimctly applied or6-0 m wdlns. BOT CHORD 2x4 SP No2(Or) except and Writers. WEBS 20 SP No3(flet) BOTCHORO Rigid col dlrecdy ewlietl or 10.0-000bradng, Except: 6-04 op bradng:t&19,17-18. REACTIONS. (INSIM) 2 2=2388 5 4,it=55fl/0-5A,10=1037X5-B Mex Grav 22=288(LC 10),11=579(LC 7),18=1037(LC t) FORCES (lb)-Max.Comp7Mx.Ten.-All to.250(Ib)or lens except W4en do.. TOP CHORD 1-22-274X,1 611=57343,1.2=-27310,23—27310,5-8=40892,&7=-1243/0, 7-8=12431).&8=116&.940=-545/0 BOT CHORD 20-21 73,18-20�73,1&19=4091q i]-18=408X,18-17=(811,15-10=X1243, 1115 /1243,12-14�1021 WEBS 518=-99M0,1-21=0.545,5-1 9 593,3-19=386X,10-12-0'01,517=O l4, 942=A6M,6-17=-710] ,618=4?591,7-16=-28010 NOTES- 1)Unbrancetl floor Ilnis loads hernia bean considered for this design. 2)All plates are 30 MI'l unless oiharwise Indicated. 3)Recommend 2x6 strong0acxs,on edge,spacetl at 10-0.0 no and fastenetl to sect truss With 3-10E(0.131"X 3')nils. Strongbacks to be almot ed to Walls at their outer ends or terminad by other means. 4)CAUTION,Do not erect trues mole rams. Q IygµNe-Y�1IfTNfnpwmNn�q aFJOHO]ES pI I1tl5 ANO WGLWEe WEaafffMNCE PAOEW]!]]m.100.AI66EfOBEV9E AWMI«ws Ywllh Atllc#@<m suon.R6tl r11hlowl« liUP"Er Nannlxrs tivxr.ml151wmIMrpor..l Man u.Ine rout wa,ffiayLem Pate ias.p¢d.41v de4Ypr mW vrttylM aRAY#EIN d[lefpi turanelen«W wM+«Nmc«0.'roforo"Ur M1rolre ov'd 4an deNgn. RaUP ne�rneeemwmenteu�ur,¢otnwla.dl�w�«al«a..amenraamv.oulwin temn«mwNmm,«�maatrn M k' aa..aRrenrna m�x441NrErdwwnl wmv,»wmw>sue P«w.�wvwwaIvdan�w. r«wr�ern9.Nw� rwooenra tmimamn n«ace.eerv«y.«romna'eerarsM alme.amina:nlorrerraawsl]nxlawN CW.w.p5ea6eM6Qlea6aN9coaPon.nut Mp1 PeM1S Br e64. yI4Mlrlpnrdpn wt4CbM1«n inmfl�MNe,RIe N.lee s0ee1.9lb J12 NsrarclM VARR311, inrpa,FL 93610 Job Thio Tluss TYDa OIY Ply T110IXi665 12260TOA FT01 FLOOD 8 1 Job PI. an Building Competent Suppl, Jecambelle,FL-32258. 8.110a VlrmC0 -nkCN.UED1neCl,WDp ONS2L10201] PMgel ID:?NVWdmeFL?ctlVBw.NYIzmCW-PCkCNOUEO%%C2FnyXYpOafFON6kG1Q2oBCXIAegZ Sal ]da ' 3612 16-01 slight-1:138 026 FIT 4x10 11,720H5= 22x4 II 7 1 2. II 6 6 4x10 11 4x5 II 030 PSS a3o 728 Plate Oflsets 01,Y) 130<15 Edge) [410-24,004g LOAUIN64 long SPACING- 2-00 CSI. OEFL In (lac) ytlen Ind PLATES GRIP TCW 80.0 Plate One DOL 1.00 TC O,S Ved(LL) -0.16 5 .515 360 MT20 244/190 TWL 20.0 Witter DOL 1.00 BC 0.98 VedQL) -0.27 5 >317 240 Ml 167/43 BOLL 0.0 Rep Stress met YES INS 0.07 HOGQL) 0.01 4 We Ne 9CDL 5.0 Cotle FBC2014RP12007 MaV1i Weight 25 Is F7=209: LUMBER- -� BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD StludualW sh.tleng directly alplietl m4-93 ec pudlns, BOT CHORD 2x4 SP No.1 mcept and raricals, WEBS 2x6 SP No.2'Except' BOTOHORD Rigid ceiling directly applied or 2-2-0 all,baring. 2-5:2x4 SP Noa MiTek recommends mat Stabilizaa and roculad chose bracing be Installed during truss erection,in accordance Mh SaIrli. Installation oulde. REACTIONS. (IWdze) 6=585X3-6439S0S8 FORCES. (to)-Merz Comp Mlax.Ten.-All forces 250(Ib)orleas exceptwhen shown. TOPCHORD 16=410M,1-2=815/0,2-3=3 .3/ 4=393X BOT CHORD 56=0X07,4-5-080] WEBS 2-5-317M NOTES 1)All plat.are MT20 all unless ghanstot Indicated. 2)Recommend 2x6 strongbacks,on edge,spacetl at 10-00 oc and slashed to each tns i win 3-10d(0.131"X X)nails. Strengbacka to be attectred to walls at thalrouter ends or restrained by other means. QW4aMW6 VMly Exngn pvnmineantl eF}O rig, hi NPV]MIs FNe A .wrERaEFERANCEVI6ENIF]O]nr.160YN156EFOPEYSE �' Cwgn vYp Iwee[xiY9MM Mllxk®conrecbn.Rh rHtlgr 6Gan1 w'AY up>II rylwnclurs Lawn.w'Ae Iw mMllNdld dMtlllp cwnMwmt iul 0larlylxm.tlelweree.lne bWdxt WLI. v'I niuil vellN IingptWilN oIrMY(In paanxlmurel pxrrcalYkawl9"r-rrl°IMtleL3n InM Ine xvwdl nAalpam�.amnpma�rneasww�MnlcLruwxlraw..4n�weoawxr�mmww�mawv.]d�rxr�n lamporwmdren°wlxnnnmlw MiTek' hdwgarepledkxsWinYuu'WWewm1w11nM��P�axx tYxYardpWatlYdwnrye. rw(pnarlgldalcu repattpAM 90°GerMa EazI eNO. IvbcaML LerWe.hMNery weclknWMadV dPlmw Uq M1rmryslem6eee/JLLTII MxIIY<I4rN.OSa.49aq BCL4pIPCmlpwlxll rry°.FL 3Y10 ayely MNnpYwdtlH hon illsflole tu6Me.418 N.1ee5heel.S/K 312 NemM1a VTZ[311. I_ ° Job Tom Tnrea Type GtY iTy T1f003e86 12280TOA TOf Heli Hip Girder 2 1 _ Jab Rel (Doti ell BBBdirq Component Buppry, JBckaorMlle,R-92266, 8.110sApri3201]MiTek lntluaMes,lrc. Fri Apr281424:112a9 Haget 10:ixVWtlmeFLiadVBwJVYIanCW-IOIaCeVclg3gPM05FKSLYIICMFSIPyrPVB3GNI9g'I 2-0A L0.0 zoo zoo 32x4 II Si 1:10.8 2 1 613 12 3lso 1 6 4 M II 9N II 4a au0 zoa z o0 PI 1 oliaed an-- I o-za o-o-n mo-ga 7I -D1o43uro-ao 0-z-01 LOADING(pari) SPACING- 240 CSA DER. In (Iw) gdeft W PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.23 Ved(LL) 0.01 4-7 s990 240 W20 2441190 TOOL 10.0 Lumbar DOL 1.25 BC 0.15 Vmt(TL) -0.Ot 4-7 s999 180 BOLL DO ' Rep Stress Ina NO WB 0.00 Ham(TL) 0.00 1 We No BCDL 10.0 Code FBC2014RP12007 Mamx-MR WelgN:151b FT=20% LUMBER- BRACING TOP CHORD 2WSPNo.2 TOPCHORD Structural woodsheamlngdlredlyapptedor4 O0 wpudins, BOTCHORD 2x4 SP No.2 except antl seNcals. WEBS 2x4 SP Noa BOTCHORD Rigid calling directly applied or 10-0-0oc bracing. WEDGE MTek recommends that StaWlzem am required cram bradng Left:2x4 SP No.3 De installed dudrg nos eredloq In accordance wUh Slabilimr Installation guide. REACTIONS. (Walz.) 4=1671Mechanlcal,1=164/O-5E Max Hors 1=42(LG BJ Max Uplift 4-76(!_C 5),1=46(LC 8) FORCES. (Ib)-Max Camp.rMex.Ten.-Aft forces 250(Ib)orims exceptwhen shown. NOTES 1)Unbalanced roof has loo&have been considered for this design. 2)Wind:ASCE 110;VUIt=f 3omph(3-sewn gust)VaIOfthph;TCOL- lap rf;BOOL=5.0pah h-251t;B=a5ft;L2411;mveAft;Cat. 11:Em C;Eml.,GCPI�.18;MW FRS(dlredlon a);Lumber DOL=1.60 plot.grip DOb1.60 3)Provide adequate drainage to prevent water porting. 4)This truss has been dmgnetl for a 10.0 pal Worth chord live load noncmrcu errs with any other Ilv.loads. 5)'Thus toss has heen designed for a Ilve load of 2O0psl an the bottom chord In all areas where a rectangle 340lail by 2 0 0 wide Wit M between the hottom ctwrd and any other members. 6)Rotor to girder(s)for hues to truss connections. ])Provide mechanical connection(by others)of truss to bearing plate carpenter of withstanding IS It,calif at ldM 4 and 461b uplift at joint 1. 8)Hanger(s)or other connection dewca(s)shall de proWded sNBclent to supwn concentrated loatl(s)96 to down and 103 to up at 2-0-0 on top chord,and 281b down and 32lift up at 2-2-2 on bottom MON. The desigNselection of such ccnnectlon devrce(s)is the rmponsibllly,olotltem. 9)In the LOAD CASE(S)scalar,feeds applied to the lace of the Wm are noted as front(F)or back(B). LOAD CASES) Standard 1)Deed+Roof Uye(balanced):Wriber Increase-1.25.Plate Increase=1.25 Usi Loa&(pit) VO4:1-2=60,2-3-60,4-6=20 Concentrated Loads(Ib) Vat E,23(B) QWiRNNa-Yxlly4nlenpvenra�n�MRFIDNDIFa pI IM64NaWLlYOEa IMENREFfRRNEE IIHE MFN]a m.IWYID 16Bd0/IEDSE pW T MIJ ru us orBY�'4151.1rrsA®cmrecbn.Rh aala,h dart]uYY uryn Pnanal�e�Naxc ad h fw m IrdMdrwl dldlq cdnCami,rot eTmsWenr.P¢Iwe1a9.REMMp6r4amrulverlfYO¢ Mol rlrJp,paranataeadponerl4 MapxdelMawl}rhb lM uwrd raekNdeawr.awronucmwsroR�nwucaBw`, i'Wit`�wwaoa,al«arorarrwrrrrsrnmv.aN�Brrerwlmml'�arw�dwmrmwnrurclre MITek' b WG+rMBW1MCYYlYadbareYerCOLy ay.MrpaWGepwaxM ki+Y W Wc9errYavnW rar RRaad el4ke regaW IM Bister, q(p.tlBlx'aYmrsbnudMWrg sftsrrOMBras 31a .IMBV VA..Bwb.DBBd9W aLRmWRP�eNrWnml aaa<Ger4 EMa eBBety BBamlMet w.Mlekga Brm Rulakmna,zteR taesk.aksdbarz.aa.rx.m vazz9le. T•aP.,rl auto Job Toss Trues Type OtY 11 T1100910e7 12200TOA T02 Half HIP 2 1 Job Rare E Budding Co11go1wllt suPPIY. Jxwo.e..w.FL.32256. BL,o pr f32Ofi-*Ia nd S-i3g M95FAP4 of424at20 Nget ID:?KVWd11wFL?alVe4-0-0 nICW tOlaneVs_ry3gPMe5FK3t!/dir]bSIPyrPVWGAAOgY 4ao 31-0 P11L stele=1:13.5 2 3 EGO F12 II 4 five II 1.10-1 60 0-T 6 Plate Ottexter11'0-200-1-3711663 501110-0-1003) I2 0-3-00-2 01 LOADING(psf) SPACING, 2-0-0 CSL OEFL In per) VCeg Ud PLAIES amp TCU 20.0 Plats Cup DOL 1.25 TC 0.59 Ven(LL) 0.09 4-1 >520 240 MT20 2W190 TCDL 10.0 Lumber DOL 1.25 Be 0.83 VeMTL) -0.11 41 >426 180 BCLL 0.0 ' Rep Stress Ixr YES WB 0.00 HomTL) 0.25 3 we We BCDL 10.0 Code FBC2014?PKKX)7 Mail Weight:141b FT=20X LUMBER- BMCNiG, TOP CHORD 2,14 SP No.2 TOP CHORD B mmural wood sheathing directly applied or 4 0-0 oq pudlre. BOTCHORD 20 SP Ne2 BOTCHORD RlgM Call,directlyapplled or 74-2 xbrodrg. WEDGE MiTs,recommends that Stablllxem and raqulred cross herring Lek 2x4 SP N0.3 be Metalled amm,truss wradlon,in agcmC,m w1N SiaNlixer Installation guide. REACTIONS. gbsixe) 3�18T1edtanlcel,4=132M1echanlcal,1=158NS8 Max Horx 1=64(-C 12) Max Uplift 3-1%LC 8),4--$6(LC 12),1=24(LG 12) FORCES. (lb)-Met Gmp./Max.Ten.-Allfomm2W(lb)orlessexceptMensf M. NOTES 1)Unbalxoad reef live loads neve been considered for Nis design. 2)WIM:ASCE]-10;Vult=13Jmph(3- ox d gust)Vxd=101mph;TCDL=S.Opst BCDL=S.Opsl h=25X;B715t1;L4Q;eave=4ft;Cat. Il;Exp C;Encl.,GCpl�.18;MWFRS(dlrxtlore4 aM C-C EMWOI(2)xmie;C-C for members and tortes&MFRS for rexfions shown;Lumber DOL=1.60 plate gup DOL--1.60 3)P=Ide adequate drainage to prevent water peMlog. 4)This miss has been designed for a 100 psi bottom cMrd live load noncolwument win arty other live loads. 5)-This tures has been designed for a live batt of 20.0psf on Ne bottom Chord In all areae where a rectangle 3-"tall by 2-0 0 was will fit between the bottom onord and any other members. 6)Refer to girderns)fm trues to buss connecdorm. 7)Provide mechanical conneufion(by others)of Muss to bearing plate Wane of wfNstaMing 181n uplift at joint 3,46 In uplift at joint 4 aM 241b uplift at joint 1, wx..wvr,b i aflPNo1E9 CN nes Ilio NLLYOx YIE¢a(lFMNCE IIaENF1IAm.i.e.USE UeL{T valk,f.0 urn oNYwile Rb,fiw, ta Wed.1urm1—Ir"iiw.m.m]hrwmlMM3wl d —11.-1 Imm�ypsm. w—use.11¢.. ,, MewmrtlmC4Crumw o ,xvYpxanefasa'tl .y. NuoFgale INe dfl�nYilo II'e we�m cacaos+a�� IsarsnlmameaeroweYaNl>wlanaal�aian ewwenmmo.�mra m.n,e�oww.oeaso.d lwaw�wmoreaN��amaaare �(• a awe+renaee a+Imllvmdloa�m�nea�a�.m l>omles�+4 se.Y mawwm+v dame. yew+-+a Psdm< �reoawll.� moo v.s.F.m ants. PlvtalMi.iKK%e.tlelx'e�Y.aia:FMaN maLq olMBebw xGum.x te&VIN/MI QMN CMwb.pse29 ogeCL eu4lptompamnl 1.,M.Fl]Y,o ad MY IrImMXM avdWe M1cm Lus IMR MM1ME RIe N.lee SFeni.SI@312 NeMNM VAR2914. [P1ateM�ft()rY)-- 12=�,� T. Teas Type Gly Ply T110338� T03 Hip Glrdsr 1 1 Job Refererra o gong oneN SUP*, JacksomAlb,FL-32256. 8.110 s Apr I a an MlTeklntllatdes,Irc. Fri Apf201.:.132017 Paget ID:1KVWtlmeFLyWVBwJVVdcMip10K?gVIMSwmjINKO,NI0150droeBDEJj Ouldi W 48p 6410 699 &]6 16118 12.A-0 1348 14419 1711-0 21-i1-1 MO 2148 1. 1-4,0 1A4 1d-0 1L0 1-0-0 2-0OB 4,60 5a6= Scale=111.9 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED n PURLINS AS SPECIFIED. 0 13 1 5 LULED NAILED IUILEO fats' 5 ILED ear,- RID9 6C0 12 2 NAILED ILEO 1 NAMED 32 NLLo 31 t0Al2= �6 33 3f ,u 35 36 37 g 22 30 39 4. 21 41 42 4ffiI WILEDNVLED NAILED NAILED NNLED 4410=T8= NAILED "LED NAILEOIll yM 11 .ILED NAILED n640 16119 1 IFfl-0 21-11 .0 8119 8119 4U0 -01 si) SPACING 200 CSI. OEFL. In (roc) I/M UJ PLATES GRIP TOLL 20.0 Pdte Grip DOL 1.25 TC 0.41 Ved(LL) 0.1221-23 19% 240 W20 244/190 TOOL 10.0 Limber DOL 1.25 BC 0.96 VedQL) -0.2921-23 >921 160 BOLL 0.0 Rep&=a locr NO WE 0.21 Horz(TL) 0.09 20 Na No BCDL 100 Cads FBC20IMFPI2007 Medx-MS Weight 1461b FT=2096 LUMBER- BRACING TOP CHORD 2x4 SP No.F•Excel TOPCHORD Structure!eool sheathing directly applied or&&15 or,pudlns. 2-19:2x6 SP Not BOTCHORD Rlgidcetihlg 0lrsoly appllada 7-1 oc brecing. BOTCHORD 2x4 SP No.2 JOINTS i Bruce at Jt(s):10,6,14 WEBS 2x4 SP No 3 MITak recommends that Slablllzers anti roquiretl truss breung WEDGE be Installetl dur n,truss erection,In sccordence all SteCigzer Left:2x4 SP Noe,Right:2x6 SP N,3 1.W Ian i0n aultle REACTIONS. (INSlze) 1440905-8,20=1405/0-53 Max Horz 1-119(LC 24) Max Uplift f=558(LC 8),20=-556(LC e) FORCES. (Ib)-Mex Camp.RMx.Ten.-All forces 250(to)or less accept Mien shown. TOP CHORD 1-2—2343833,2-3=-2469/10]0,3-0=1669/624,4-e==166&@4,e-9=-1669824, 8-10=-1669/824,10-12=-1669/824,12-14=16691824,14,16=-1669/824,18-18=.!%9/824, 18-19=2469/1070,1920=-2337/930,3 5-890298,S]=E53I328,]A=-859/3101, 911=9451395,1113=-849395,13-15=8561 ,15-17=-853/32&17-18=-894298 BOTCHORD 1-24=4]842037,23-24=4802053,21-23—]]]2048,2021=-nWD32 WEBS 2-2k-22/31&2-23=-1961428,1023=02]019-23=-200/454,19-21-2221], 10-11=-233354 NOTES- 1)Unbalanced rooi live loads have been considered lar Min design. 2)Wind:ASCE 7-10;VJt=130mph(3-second gust)Vosd=101mph;TCDL=S.Opst;BCDL=S.Opsl;h=2511,6-1511 L=24q vend lh Cat. ll;Exp C;End.,GCp1=0.18;MW FRS(arectiooan);Lumber DOl1.60 plate grip DOL=1.60 3)Provide adequate Manage to prevent water ponding. 4)At pbtes are 2x4 Ml unless omerMee Mclicated. 5)This truss hes been designed for a 10.0 he(bo9om Groh live load nonc0ncurrent Mm any other In loads. 6)•This truss has been designed fora Ido load of 20opst on Ne bottom chord In all areas ashore a rectangle 39-0 WI by 2-0-0 all MII M between the bottom chard aM any other membem. 7)Provide mechanical connection(by olmon d hues to healer,plane consul of Mtfetanding 55810 uplift at joint 1 and 5%11,uplift at ;.Int 20. 6)Omptllca puffin representation does not depict the arm or the orientation of the pur in along me top and/or bo lorl arord. 9)'NAILED'indicates 31M(0.148'x3•)or 3-12d(0.146'1,0.25')tae-nails per NDS guldllnes. 10)In the LOAD CASES)se ach,bads appged to Ne face of the truss are noted as front(F7 or back(0). LOAD CASE(S) Blander 1)Dead a Roof Live(badncetl):Lumber Increase--125 Plate Increase--1.25 Q wer.-Ye1,~,aim e-and RElp NOIEB der.Yla MC LWFOYIENPE£EMNCEVAQEW]!)a m.faOYIDl6IlfWEUSE �hv3dka�ody MIlh Mlxk®cuniec2n.IM�Ygh6b AMYulnnr�unelmtlaVnh.m]I51wmIMMdw4 WpW caaparnl.rot IndMbin.Siwe m,ll¢tiJ4]rpdw¢rerl mva4N llhegpboMllydtletltl{Ii paanafas,v,tlpopwlYahcwM"ole6wdee3n Flo fnemmNl WUV dada. ®acMhvtaledtlo Fro d�cYwp orYVMtNM lnmwabad/wcMtlnMmhsxwJY.addWrl lanPwW aq Fermd'debacaq M ek' aawaR hewJetl brilWtlYreuif wevwac w. da-und.iYu I#eYma MN banana, rw9eaw,f aJm,caroP dr9lie klsknikn.ilwWe.�Wwy.we[:3mwgL..a0 olairseauiMm MlememelJlIVIAICWIY CaIwb.OMd9 mJECL MrMYaonVwrenl WOt PnIU EVIBM. ae4eN INammlm a.ame from 1�RmaawNhre.zlarv.laaslmel.aae312 aa.w.ala vazzale. r.eP.,a a3e+g Jab T. TGxs Type CRY Fly TI t0IX1BW 142BOTOA Toa Hip Gilder 1 1 in Haterarxe( lu II Bul"cory sM Supply. JaEax 11a,FL =56, _ B.""F1320t7MRebinauGp-es.1w. FN Apr20 H24tl32o1] Pe0e2 ID:RNVLNameFL?WVBw.NVilzm W-pnQVgWMSwrwjWXDgNwg50zImM EJ�GBe 999 LO"CASE(S) Slenaara Unions Loewe(p0) Vea:1-2=60,23=-00,18-1P_fi0,1420=00.2528--20,311=60,11-18=60 Concentrated Loewe(ib) Vert 23=-35(B)3 43(B)11=i (B)18_--13(0)5=-43(8)1]=A3(B)33=14](0)3 112(B)35=-35(13)3E35(B)37=35(B)38=35(B)39f- 5(B)40=35(B) 41=112(B)42=-147(13)43 (B)44-43(B) AIGOGG VoM Cutin pnmuM1« IdeE ONO]E4 GNI AMU WtLUOED MIIEK eEEERI PAGE WAA ml ln9]NISBEFONE U4E bq�Wla I«tm«IIY�vID�Mlltlli3'connmYac INiaea3nKbsirf onIYM^D F«m�elersslwwrt mtlK lu an YWNdM dAallg<olnM^'^nl,ml mmeNem celde«o.mDdN�aesaoD�musl vnnN MCQ'CJk241ho1as54n Wanelu5arcl popn�H iwaWale ttBMnbn ulo illem'e�tll eIASID aDman. Nac4q rlxaea woY«Ilwoulreolnm'wrm�.rena.0«�n«an�Dlom�.«ir.�4wa re�m+«waaeoDD«�«11aa�ne 6Ra.'V/SrePAe]I«sktitYaNbpevenl cdlW�awIIbF6tleR 16411/V«tl WM�1Y Wntpe. f«¢el«d 9�a�e�AN4VX'r S4W Peke Evtl&ri. yylcaly ilpa2g.aeN«r«eae'.naW h¢4Mol nest'saevlMmsliMnS'�MXWIPIIYudIy CAVIa.USed9ak eeel41ib1y COminnenl T iL 3M10 HMYInMINXCn wtlVlMe nanln®RBK 4rcM0e.RIBN.Lee S0ee1.911e JIR,P1eYm]Ih VPZ[SIE. u�C' JOB T1a66 Trues Type Ory Ry T1100381p 1i 12280TOA T04 Common 4 1 Job Rafererce lOptions8 Building Conpmwla Supply, JetlaomAlle,FL-32258, 8.110SApr132017MiTeklndushies,Inc. Fd Apr201424:142011 Paget ID:?W/ dMFL?cdVewJWIZm W-HMDAYJHl2ex15 u9yVdCO3 KOYNjggb WgV 6JJ 1P11b 1"12 21-110 B4J 4]J 4]J 64d 1 our= Scala=196.6 3 6.03 V2 1B 17 2a4 II m II 4 15 1S 1 6 � la 6 16 ] 20 6 31® 11 art= m 65= see II 64J 15612 21-1Y0 6 d P2a 4H Plane OftseN Y 1.0.3-BE 1:0-030.50, 1:0.P10U3 9:O3-00.2A 5:P410.P3 S:PD30-SO 5:038 Etl e LOADING(psi) SPACING- 230 CBI. DEFL In (Ix) Udefi W PIATES GRI TCLL 20.0 Plate Cup DOL 1.25 TO 0.37 Vad(LL) -0.21 68 X888 240 Ni 244/180 TCDL 10.0 Lumber DOL 1.25 BC D.74 VedQL) -0.52 68 >500 180 BCLL 0.0 ' Rep R.Na YES WB 024 HOR(TL) 0.04 5 Na Na BCDL 10.0 Coda FBC2014RP12007 Matthews Weight:1021b FT=20%, LUMBER- BRACING, TOPCHORD 2x4SPNo.2 TOPCHORD SWcluml woad sfleeNinp directly applied or 4BJ oc WOlre. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dlreMly applletl or Ub0 0.bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cmea bredng WEDGE Da Installed duriV three,erection,In accordance v4N Slablllzer Left:2x4 SP NoS,Right 2x4 SP No.3 Installation Itle. REACTIONS. gmsize) 1=8]]p-58,5=877N5-8 Max Hou 1=126(LC 11) Max Uplift 1=-230(LC 12),5-230(LC 12) FORCES. (Ib)-Max Ganp.AAax.Ten.-All forces 250(Ib)ot leas except wfien shown. TOPCHORD 1-2-1431/454,2-3=-141W50634=1419/580,4-5=4431/454 BOT CHORD 1-8-30]/1239,68=-163824,56=307/1200 WEBS 3-8-23185?,48=-331/260,3-6-231882,2-8=4131Y260 NOTES- 1) OTES1)Uroalenood loot live loads have been considered for Nis design. 2)Wind:ASCE 710:Vu1f=1 Within(3- a uhd gue0 Vasd=101mph;TCDI--50pst BCDL=SDpsb h=25ft;BASib L=2411;eave=411;Cat. 11;Exi,C;En L,GCp=0.18:MFRS(diuWan ft and C-C EtleOor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11$Extedor(2)10-11-8 to 18-118 zone;C C for members and forces&MFRS la reactions shoes;Lumbar DO1-1.60 plate gnp DOL=1.60 3)TN3 truss has been designed for a 10.0 par Whom Mob live load nonwtwurrent win any other Ilya IOads. 4)'This Buse has been designed for a live load of 20 0psi on Bre boftom Mad in all areas eller,a ouffan8le 3-6-0 tall by 2-0-0 with MII fit pervasion the Wftom chord and any other members,with BCDL=IC0,31. 5)Provide mechanical connection(by others)of toss to bearing plate capable of Withstanding 2301b uplift at joint 1 and 23010 uplift at joint 5. AWIM/M6-Polly Mtlanpvmxlrn mONGaNOTESONTNIS4NO WEt UOEO MIIENNEFEa4NCE VA4EM611Anr lwfeeYMfSeEn6«IFONE USE N>p�WYJ I«ue«xY Wm MnrvWP4can�wdds.lN5tla4gn a IxxsO«IY aids{xaamdms9rnni.OM al«m bTtlxl mmn*"vwel.rot p1s6YJqu Bef« inedYWgdeY3nm nlu[1 width tba[SYCMIIyo(def4}1p«arel«s«W AWa11Ylrc«p«We XW dmMn hlolM ov«dl °r,4m6dMg�. Male'1g yWCOleOkiO pre.«lr ruclm„g of rNnlaa nlmweome/«olwamnroersoxr. nden«1a wN1p««Y«1ar,eml«wllamnl MiTek ktlwaya�eWetll«skNlya✓JbaevenlcWl4eMNryYxef✓alveb NlEY and«crmlytLm�e. fa gamtl6 dfaWrA9 X'e ane kGICOIWIM«�e.�«Y gpcllmmfdvlgWEumaNMeiryrlemL e[re4X51Ap1 Cua61y QXwM.O]a-e9 agICM MAf�p ConVwwnl 6B0<P rMeE .NNP pe«muXm tm111m Pa@hMile.210 N.lee Meal.SIb 312 OIevmMa VAR]311, ierryeFl 3aG1e Joe Thss T.Type oy Pry T11uIX109fi 01 IVWTOA TOS Mond bor 1 1 Job Relmaree(W env) Sewing Campssnl Suppl" .1mosaMIIe.FL-32256. 8.I 10 a Abut 217MiTak lft1221 m Ire. Fn Apr 281424]4201] F"01 ID:?WLWdmeFL?c OwNViI W.H jD=WZe SWOugyVMp3BJXBOYNjM9 ggV ]38 LGB scale 116fi N4 11 3 3.00 Flis I2 11 3Rd 2 1 d are II 2x4 II W q _ ]d3 ]za Plate OBeeN(Xy)- ILa3s 93ts7 _ LOADING(psi) SPACING- 2 d g CSI. DEFL In (lora) VOefi 40 PLATES OMP TGLL 20.0 Plele Otlp DOL 1.25 TC 0]2 Ved(LL) 0.32 49 >2M 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 9.ID Vert(TL) -0.30 44 >291 180 BCLL 0.0 ' Rep Stress Ints, YES WB 0.00 HoO(TL) 006 1 We We BCDL 10.0 Crocks FBC2014RP1200] Mablx-MP Weight 28 to FT=2053 LUMBER- BRACIN19- TOPCHORD 2x4 SP No.2 TOP CHORD Se1lGtum wroth NlemlNng directly applied or 6PO oc pulllre, BOT CHORD 2x4 SP No.2 except end vemcaN. WEBS 2x4 SP Nos BOTCHORD Rigid telling directly aWIIW 9r 10O 0 m bracing. SLIDER Left 2x4 SP Nc.3180 MlTex recomme1x15 that Stablll2es end Rquiretl other brsdng be IretNled duhlg truss erection,In accordance with St.MllEer Installe�ca. _- REACTIONS. QNslre) 4=276058,1=3091"8 Mex Hod] 1-82(LC B) Mex Uplift 4=999(LC 8),1=-191(LO 8) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or[We except when shown. TOP CHORD 1-3=201287 NOTES 1)Wind:ASCE]-10;Vu16130mph(3-second goal)Vaed=101 mph,TCD".opef;BCD1--5.0psf;h=25ib 8=4511;L=24ft;¢rove=441t;Cat. Il;EIS q Enol.,GCp1�0.18;MFRS(direcoraq and C-C Extenm(2)aaD to 30-0,Intedor(1)30-0 to 7 3-12 mm,wnlllever left exfwsed;porch left and right emmsed;"for members and forces 8 MFRS for remotions shown;Lumber DOL-I.W plate grip DOL=1.60 2)This truss has been designed for a 10.0 psi Whom chord live load nonconounent Win any other live Ieans. 3)-This them las been designed for m IIw load of 20.0psf on the bottom chord In all areas where a rectangle 38 0 at by 20.0 wide x111 fit between the bottom clmrd and any other members. 4)Protide mechanical connection(by others)of truss to beenng plate Capable of withstanding 19910 milt at joint 4 and 191 It,uplift at joint 1. eNNi VnNx npvmurx,Ma DXOIESPVIMS<NOMLUOEOIMIENREFEa1NCEPA6 MV USE �nWom.. sly Win MleR9awwclai.Rb JetlTklxmn]uNY Won paanele¢.tlxm.vMblsm MMtlla'hMJhg mnacnl.�nl 0lmmryalem.Bela¢m.IM WIWg Ja�311e1 mist valty II¢gUIkRNiy oI�Y9n W�rWldaW{wcpclYMPlonok poor,nlnrolyd ovmdl W�q JaWr 9aclgbWCMetlbMpeueN WCIMp oI h]Wglluw�m]/n cMtlmerrMrsoNY.MNYpxa leml�YadparmmlM1¢M MiTek bJ'Ma�W14eJ'br sMfyYarcl lopaPenl cdlR MaFcQW@raaxa leFYtM poFenY Wn[Me. rwgmerolgWxelegvtl9X�e M1LCalbrtilw Je.GMrHy.M%knW trw3go(M1lxt'waMMnMialm w6Xf1/flllYrWIY CNw1o.OXt9WBt51 WYln9Gomprxnl c'W, FL Eana 9tlP1Y IrMmoXwr wtlkde M1an llrn Xale 91[INle.218 N.LBBslreel.9il1e d12 NsrWhVA2Zil1. InrtpnvfL ]%r Job Trine Truss Type Ory Pty Timmer12280 TOA TO6 Had Hip Girder 1 1 Job Relereme(wliwall Budding Comporellt Supply, Jacksonville,FL 32258, 8.110sAM1320,17MOreklndisaies,lrlc. Fd AW281424:152017 Petal ID:?KVLMdmeFL7c0V8SnMI nCVV 10 OWYN23AUgigwO5 IAK1Tdg06O%m1TNDlMggU 2-0b6 D0 2-0-0 100 6ple u 1'.11.4 T9= 4.W 112 NAILM 03 II 2 0 1 0 10 4 NRILED ace II 34= zoo I baa ao-o Plate gNets(YY)-- 12:0-30,02-BJ,13'EdEd0e P381 LOAOINO(eery SPACING- 2-00 CSI. OEM. In floc) Biles Ud PLATES ORIP TCU- 20.0 Plate Grip DOL 1.25 TO 0.56Ven(LL) -0.02 4-7 aSg9 240 W20 244/190 TCDL 10.0 LubM.,0OL 1.25 BC 0.31 Ved(TL) -0.05 4-7 x909 180 BOLL 0.0Rep Stress Ircr NO WE 0.00 HobbTL) 0.00 1 Ne We BCDL 10.0 Cade FBC201471,12007 with,MR Weight 20 la FT=20% LUMBER- BRA mU TOPCHORD 21WSPN0.2 TOPCHORD SnucturelwoodsneatNWdlrWlyappliWor6-OOwpudirs, BOT CHORD 2m SP No.2 except and Mrnlcafts. WEBS 2x4 SP NoS BOT CHORD Rigid ceiling directly applied or MOO oc bracing. WEDGE MTek recwnmends Met Stab0lzare and required cross timing Leh:2x4 SP No.3 be installed during truss eredlon,in aaordance with Stabllarer Iretallanur guide. REACTIONS. (flabria) 1=24410-5-8,4=24&MacM1enicel Max Hort 1=28(1325) Mex Uplift 1=E6(LG 4),4=-95(LC 4) FORCES. (Ib)-Mex.CompJMsx.Ten.-Ali forces 250(10)or lase except Siren sMwn. TOPCHORD 1-2-3211121,2.3-27&109 BOTCHORD 1-4=109278 NOTES 1)UNslanwd tool Ilve loads nave been wnardared for his design. 2)Wind ASCE 710;VWt=l Wraph(3second gust)Vasd=1Chapin;TCDLd.Opsl;BCD"aitaf;h=25tt,B=aSft.L=24h;eave--lh,Cat. II:Exp C;End.GCPi=0.18;MFRS(d0e l onal);Lumber DOL=1.80 plate gltp DOL=1.60 3)PmMde adequate drainage to prevent water ponotng. 4)This truss has been designed lar a 10V pat bottom chord Ilve load nonwncurm n W,h any other Ilve loads. 5)-This truss has been designed for a live load of 200psf on Me bottom chard in all areas wfiers a rectangle 3 6 0 tall by2-O-0 twde win fit between the bottom cflord anld any other members. 6)Rafter to girder(s)for truss to Iran connections. 7)Provide mechanical connection(by others)of truss to beating plate capade of withstanding W lb up11h at joint t am 9510 uplift at truss. 8)-NAILED'Indicates 31 Od(0.148'x3")or 3-12d(0.148'X3.25')tae-nalls per NDS guldllnes. 9)Hanger(e)or other wr nsotlon deww(s)shall be provided sutncient to support ,onrentraled load(s)5716 doXn and 1021b up at 2-00 on top chard,arid 2416 down at 2-2-2 on Mttom dwrd. The dee ranslecion of sutll oomraltdon do"S)Is Me respmslbllltydothers. 10)In the LOAD CASE(S)section,loans applied!to Me face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead.Rwt UW(balanced):Wmber Increase=1.25,Plata Increase=d 25 Urdform LOWS(pit) Vett;1-2-60,2-3=�.4-5=-20 Concanhamd Loads gb) Ven:9-13(F)10=6(F) Q WNRXMeVMIy4Wen pxsmmmmCREIa NUIES eN 1X5INp NGLUOEa LVrEN REPERI N['E Pa4EMF]4Arer.rO0YNI5 BEEOREUEE. le]a.L6n W W fon v¢aNY'ulln Mll�wnrxwton.IlStlutl{p k lu¢JaYYIWn pprvmeteoflwwn.onf k Ion«i MfiNJufl Lu1JIrpcAOFnrnnl.wl 0lnwblenr 6eMe ve.IM W Wp Je9ry¢rmlpl PelllylM gDMCWry oltlud(/�Wmielersmd go�rly M:wpwaM Tk Jzpn F1o1Mov«tll dAmpa®Ivr.Wa<krPnawredbmPee«4d�N6reabinlaa llrmN9D«H/«dwm memlwn«iy.Adaewrd wnww«ragkrrror«IlndmO M �(' b tl'/«IerWweUl«Ymlhadlo Pevaecdgee MX,I7 rardvl4yEyaMgce¢m/dmr[pb.fd?wrtl pl]vicerdNdirV P'a kdCalMrtnuouo.JM'arY.Bleclbn«d da^Jp 011nr�aatl MmMlerrR resANL/MI GWBYC'MM.DBBLeaW ICL WIYJrYp«r9XIMnf tad Van EM aN4. sly lrYmrmXm aWMeYwn Tr�sflola MlMe.RiH N.Lee Areel,Srlle 312 Neml[lb VARR311. Tmae.FL tail Job ThereTmsa Type DIY ply 711003882 12280TOA TW HW Hp 1 1 ' Job Flasloptonall Striding CdlPdes Supply, Jeckssualls,FL-31258, 8.110s Apr f32p1]MRekIMIeMeA IR. FX Am 2814:20:18201] Pegal ID:PMAsdd.FLyWVaw ilm W-DM5TOs PNI( Feuowd2MV0syVMh?hC TMOgT pp 880 Eqq 2An ave_ sole=t 1az ass II 2 3 4.00 FfY 0 Jyyyr 1 4 3x4 II a4= sop au p 4-0-0 zoo Plate DiftepsMY) 12'OS00-2d113'Edi LOADING(w SPACING- 2'0-0 CBI. DEFL. In Q.) Uden Ud PLATES GRIP firTCLL 20.0 Plate Grp DOL 1.25 TC 0.54 Ved(LL) -002 4-7 >999 240 W20 244!100 TGDL 10.0 Lumber DOL 1.25 SC 0.2] VerdTL) -0.06 4-7 >999 180 BCLL OD ' Rep Stress Irwr YES WB 0.00 H.TL) 0.01 1 We Na BCDL 10.0 Code FBC2014TPI2007 Madill -MIR Weigbh 221b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Shudurel motl sheathing dlredly applied!or 680 of perns, BOT CHORD 2x4 SP N01 adopt and veMeet.. WEBS 2x4 SP No.3 BOTCHORD Rfud telling directly applied or 10pp oc bruing. WEDGE MTek reammenits that Madollaers and requlrod cont Ixacirg LBB'.2x4 SP N0.3 be installed dudrg buss erection,in axNtlance Win Stabllirer Ixsrellatlon ultle. REACTIONS. QWsize) 1=234/058,4=234Rdethanical Mex H. 1=55(LC 12) Max Up1181=-53(LC 12),4-81 dLC 8) FORCES. (1b) Max Comp.rMax.Ten.-All fomes250(Ib)orlevs except when shown. NOTES 1)Unbalanced root live loads have been considered for the design. 2)Wind:ASCE]-to;Wt=130mph(&second gust)Vasd=101mph;TCDL=5.Opd;BCDL=S.Opsf;h=2511;B�58;L=24f1;eave=an;Cel. II;Ext,G End.GCpi=0.18;MFRS(direcaonag and C-C Exlellor(2)080 to 36Q INedm(113P0 to 4-11 Extedor(2)4-0-0 to S104 2osi for members and tomes 8 MFRS for re rdlone shown;LumbWr 001=1.50 plate grip DOL=1.S0 3)provide adequate drainage to prevent water pending. 4)This Vuee has been designed for a IC o Wf bottom dlord live load nonconcurrent with any other live(cads. 5)-This truss has been designed for a live load of 20.0paf on the bottom chord in all areas where a rectangle 3-6-0 hill by 2-0-0 Wale will lit between Me bottom ducts and any other members. 6)Reler to gird u(s)for truss to teas connections. TI Provide mechanical connection(by others)of from to Waring pate capable of%ifhsterding 0 l uplift at joint i and 81 Ib uplift at joint 4. Q wIPNWe-VxrtY ass,,sso aaOIEa W Ixla'sea MCLOOEO MIIEx aEfExxade nool Y6I09 nr.leelREFOWE OY WN Mus dYY Wn MIekW w'recKn.Rb Mtl2n kMiW aYYwm WOnefemtlnxn,aW eM m FiAvkxuJ WlbGgcomgxnnl.rot "Ves" aeMauw Nielrllrlre daw��n.el.enh mmemd ayuv amus wwrola,.am l�cenv L�o'vo'are radetn rm m,o.�al d�ndedPl�adnp Eracuneecalae..Nwrmxlaw.icvxmmwsomaa=lwmenaenu+v�remwnd rx�mo�wmaOeme�utraxio MiTek erMVPlmIadM WLXyatllopevuecd�WlhpiaMe PpWYl hkEyaMpayeMdmlye. h0�dP4]a¢e ledadkglw aoa F.n.Ezn see. sirs, Eaa�s.ddxa+Y.4ecbn otll 1 218.®rUglnQaWs�r�aneV1Y/MI WfMCMM,De6Natl eCNNMiYCa�nM4 i 1:^V..FL edelo 1YMykxanldon a.�'JdMskua pu:eRm lmllaae.z1ax.Iea skaaL axb4lz r4a.avalnvAwt4. Job Trus Trac Type W RY T110O3BBIs 12280TOA TOB Hell Hp Sugar f 1 Jco Rel (o mna11 Oulding CORposM Supply Jatlo:mville,FL-32256. 0.110 a Apr1320iIMiltatuaushls,Iw. Fri Apr2014:24:172017 ".I ID:?"V d.FL? VOwJNilm W-iYhrB2dagO KPISWP BROGIQa0ugELyUHwM9gS 2-00 418 zoo 248 3x8= 3 2W II BCNB=1:aa 4.00F1_2 z El 8 4 HII ae II as= a3L 80 418 F 0.38 td8 &18 PMe OR3Ne(XY)- I1:0.1- 0.]-01.11'0-00 I12'0300.2EI LOADING(psij SPACING- 2-04 CSI. DER. In 0 c) Wail W PLATES GRK, TCLL 20.0 Plate Ghp DOL 1.25 TO 0.25 Vorl 0.01 6-7 >999 240 W20 2'Uhno TCDL 10.0 Weber DOL 1.25 BC 0.17 Verl(TL) -0.01 4-7 a999 100 BOLL 0.0 ' Rap Sire s Ina NO we O.W Horz(TL) 0.00 1 we We BCDL 10.0 Code FBC2014RP12007 Mleda-MR Weight 15 lb FT=20% LUMBER- BRMNG TOPCHORD 2x4SPNo.2 TOPCHORD &b uraiw sh Whingdim0yapp4ledor4-lAmpuNns, BOTCHORD 2x4SPNo.2 exaeptendvedicale. WEBS 20 SP NO3 BOTCHORD Rigid ceiling dlredly applied or l00-0a among. WEDGE MiTek recommends that Stabilizers and required crass bracing Leg:2x4 SP No.3 be installed dudllg lrus small In accordance*In Stablllzer Installation guide. REACTIONS. (@dfli 4=176fNschenlcaJI-17310-38 Max Harz 148(1_021) Mex Uplift 4=-127(LC 4),1=-104(LO 8) FORCES. (Ib)-Mex Ganp.dArd.Turn.-All forces 250(11b)orlessexceptwTen shown. NOTES 1)Wir ASCE7-10;Vut=130raph(38acondgust)Vsd=101Mph;TWL=5,ops;BCDL=5.Ops1;1,4511;B15ft;L=2411;Iave=W;Cat. 11;Eat,C;Encl..GCpl,0.18;MW FRS(dracttonal);cantilever left eabcaed;porch lett and right exposed,Lumber 001_=1.60 plate gip DOLL1.60 2)Provide schedules drainage to prevent water pon ing. 3)This truss has been designed for a 10.0 ped bottom dlod live load monconcunent Win any other live loads. 4)'This Iran has been resigned for a live ford of 20.0psl on the bottom ctwrd in all areas where a rectangle"1_ all by 2-00 wide well fit between the bottom chord ale any other members. 5)Refer to glistens)for ms W truss connections. 6)Provide mechanical connection(by others)0 truss to hewing plate capable of wtihstaMing 12711,uplift at joint 4 and 104 In uplift at joint t. 7)Hanger(s)or other connection devices)shall be provided sullident to suppod concentrated loads)54 It dawn and 102 lb up le 2-0-0 an top chord,and 3011,down and 1711,up at 2-2-2 on bottom dtod. The design/seledlon of such connection deNce(s)b the responsibility of oMsrs. e)In the LOAD CASE(S)sector,loads applied to the lace of the those are noted as Iron)(F)or back(B). LOAD CASES) Standard 1)Dead+Raaf U.(balanced):Wmber Increase=1.25,Plate Increase-1.25 Uniform Loads(pit) Val:1-2-60,2-3=60.4-5-20 ConcoMnewd!Loads(ib) Van:6-W(F) AWpgNae.VMlx 4nlpnpxxnxnaxMaEJ UNMEe ON IMKI/Ia tlI 1.YIIENREFEMNLE 1,me Md.11nd leVL101E9EfORE USE. M1sMp Wkl lardeaNY.vm MllahacmmdoalNi J Slrn hMva wYY urnnpvanelw�4wwry Mdh(a s IMlukrwl Mtlllpcwnrrxnnl.ml mem.e�l�e ae.n�wuure dRdprer�rvmvenry mQanu�-men�ruwaRelw.�.w �a lv rnwware meaepemolrewerai ylmhg�Ypn.ewrreimesednto wavenrwmnb orohxaw uwwebadduamdN.muev wv.IW]Mxe MIiN^aymd�nuwnrV«N M k kW.'uM1 ralwetlb tlWmagin Pevenrew¢.R.,m ySbleM+rxl tafY ad peparYrMrW'a. kegw�erd pXlvice reJed91M Mssa.R. Fal OMd. ra6n.aeon nM�Na.awNay.e<er��naare orlRaarme ms.vNt+Rs.�awaemltwaev ewww.baeaaaa FCA waakNeeNmwM Twrye.ft axlo yMy YepmWlgr atrclRla Yan IrU¢Nule YuxMe.fla N.res S1rce1.911e312 Mevavlh VA'YYdl4. Jab Trees Tro sType Oty my T1100388, 122BbTOA TOB Halt Hip GIML 1 1 lob R motors) Buld,Comported Supply, Jaceperalle,FL-32258. 8.110,Ppr 13201]MITek IMusMes.lrc Fn Apr Be 1424:1]201] Peget ID:?KVLnJ eFL9ctlVewJWil2mM-iV MZdegOCOKpISWRWRbGKn WELyUHwspl996 2-0-0 00 z PO 200 2 3 2x6 11 Sties. 0b 0.00 12 sue— 1 B d zxa II 3x4= 2-00 0a gpp 00 PI Ot 6(%.Y) 12'0300-2-81 LOADING(peg SPACING 2-0-0TCC DEFL In (bc) VM Lb PLATES GNPTOLL 20.0 Plae Gn1DOL 1.25 .24 Ved(LL) -O.OD 4] >999 240 hf]20 244/190 TCDL 10.0 Wmber DOL 1.25 .14 Ven(TL) -0.Ot 4-] >999 180BCLL 0.0 ' Rep Stress Inc, NO .00 HorzCrQ 0.00 1 We Na BCDL 10.0 Code FBCW147P12007 plains MR 1 Weiner lab FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structure!mod steeper,dlreGly applied Or 4-0-D co puNna, BOTCHORD 2x4 SP No.2 except and estimate. WEBS 2x4 SP No.3 BOTOHORD Rlgld willing cirectly applled or 10-0oc bracing. MTek rewnme to I Shollo s and requlmd crass bradng be Installed doting(was erection,in accordance Wtl Steblll]er I ell I Itle REACTIONS. (IIYSIse) 1=160/0-S ,4=162hAechanlca1 Mex Hort 1=28(LC 8) Mex Uplift 1=3](LC 8),4=59(LC 4) FORCES. (lb)-Mev Com,flOw Tan.-All fomes250(Ib)orla exwpt when shown. NOTE& 1)Wlad:ASCE]-10;Vult=_130mph(3-,stand g.t)Vasil=101mph;TCUL=50pW;BODL=S.OpsC R_26R;BA5R;L=24It a Alq Cat. 11;Exp C;End,GCpib.18;MFRS(diwifonal);Lumber DOL=1.60 plate gbp DOL=180 2)Provide adequate dminage to present weer pol101ng. 3)This truss has been designed for a 10 0 net bottom chord live load nonmrlcurreM WIh any other live loads. 4)-This Imes has been designed for a Ilve load of 20 Opst on the beton chord in all areas Where a rectangle 38 0 W I by 24)-0 Wde Wit fit polymer,the bottom chord and any other members. 5)R.I.Io gimer(s)for Area to bras.,,Wlons. 6)Provide mechanical connecllon(by others)of treat to beating plate capable of wlOslurt 37 Ib uplift at joint 1 am 59 In uplift at Joan 4. 7 to _ �2-0 on lap chord.and d or other 201to doyen at2-2shall on Whom cheed.e provided The desi"alesupport dloo ofrated such 000nec000 device(sl 9 the and 102 lO UP a1 responsibility,of others. 8)In the LOAD CASE(S)section,loads applied to the face of the ftaes are noted as Iron(F)or beck(B). LOAD CME(S) Standard 1)Deed+Root Uye(balanced):Lumber Ncrease=1,25,Plate Increase=1.25 UMfann Loads(pit) Veil:1-2--60.2-3-60,b5=-0 Concentrated Losds Ob) Veit B=-13(B) QWAMILaYaty4Ml9npnmalm mCnEIe NOTES aM]XISINO IMGLupm MI,Ex aEFER4.a less.111.11 BEFORE VSE CetlgnvdltllwauoyAt1,MIeNec .bat llRtleConb Matl WY am wllsld m WlW d.,,0 w+m wnL ml Iwwom. N tllYary le[llseedtAv sM.iMM WWfMloggdaUllrecrl 4m4t1 e v.,lIwne@gb WdlvtA^Iady WLery9rnl w11 1^QryAe. BWh.m,rele9aBaa "annod!fpa 114upAtue wcvdl M(Tek T.-. It EBS 0Ntl. Ie4FglWiblolWx tldNry.elaMaltl ba[ip olln�iaN awnSlemi"sMXL/eI1fIWly CNnle.D]ad9 YW BCL ad14Lp Carow'na - a &IMy Idamollan m+ilie M1an bin Mie tlMlede.21,M,lee easel.91b 31 Y.NemMhVT 8231 E. Job Truss Truss Type ON He T11o03995�, 12280TOA T10 Roof Special Girder 2 1 ,Sb P017MiekIn wren Building Gomponem Suppry, Jacksonville,FL 32256, BSMiImApr 13201003UFlnduetries,Ino Fd Apr wGgaM24:10SUIT Iph Page ID:]NVWdmeFL2cdV0wJWilanCWAkD03XeFK_Y3000V?Dy5]LawGgeMbTP_S?MpMdA9gR 2-1-0 2.0 6o-0 2-1-0 -0 0 1-na II Scale= 1:13.3 4 3d- Sob= 4m FIE 2 3 1 A s a4= 3n]- 2 2-1-0 2b0 1-1b0 % QI 151X Y1- (1'0-0-00.1-0L 12'0)00-2-0113'0.2-00301 LOADING(pap SPACING 2-0-0 CSI. DEFL In (lac) Vdeft W PLATES GRIP TOLL 20.0 Pole Off,DOL 125 TO 025 Vert(tL) 0.12 5A >ST2 240 wn 244th TOOL 10.0 Lumber DOL 125 BC0.57 V.nf TL) 4)20 543 >344 180 BCLL 0.0 Rep Stress herr NO WB 0.05 1 0.03 1 Ne We BCDL 10.0 Coda FBC201MP1200] MatrI Weight 24 to FT=20% LIINBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Struduml wood sheathing directly applied orb-0-0pc purlins, BOTCHORD 2x4 SP Nat except mtiverticals. WEBS 20 SPI BOTCHORD Rigid Codling d1recftyapplied or 10.0-0bC bracing, WEDGE MITek recommends that St�Nllum and required prose firedog Left:2x4 SP Nob be insl.fild on,truss eredbq In accordance wffi Stebllker InNStetlon uto. REACTIONS. (Moue) 1=252p-5-8,5-245fl%.IWnlcal Max Hmz 1=&dUC21) Max Uplift 1=79(LC 4),S=-86(L0 4) FORCES. (Ib)-Mex.CompJMax.Ten.-All forces 250(lb)orlsss excaptwtlen shown. TOPCHORD 1-2-2541104 NOTES 1)Wind:ASCE 710;VMt=130mph(3seoxM gust)Vasil=101mpft;TCDL=5.0psf;BCDL=5.Cpaf;1r25ft;B=45ft;L-2411;eave-4fl;Cat, 11;Exp C;EnI GCpi�.18;MW FRS(dlrec0omp;Lumber DOL=1.80 plate grip DOIL1.60 2)Provide adequate drainage to prevent water Wrolog, 3)This truss has been designetl for a 10.0 psi bonen chord Ilea load tronconcunenl w11h any other Ilve loads. 4)•This truss has been deaigrled for a live load of Maloof on the bottom Chord In all areas where a rectangle 360 tell by 2-0-0 wide Sell fit between the bottom chortl and any other members. 5)Fisher to glolons)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withetending M It,uplift at joint 1 and 88 to uplift at John 5. 7)Hanger(s)or other connection daviCe(s)shell be provided sulOdent to support Concentrated loads)55 It,dews and 85 It,up at 2-1-0 on top cfmrd,and 291b dawn and W lb up et 2-3-2 onbottom doom. The deslgreseledion of suM connection devlcand Is the responsibility,of others. 8)In the LOAD CASES)section,loads applietl to the face of the truss are noted as Iron)(F)or beck(B). LOAD CASE(S) Standen] 1)Dead a Roof Live(balanced):Lumber Increase=125,Plate Increeae=1.25 Uraform Loetla(pit) VM:1-2=-60,2-3=60,3-4-60,56-20 Concentrated Loads Ob) Veil:9=29(8) A sai.-V-edemsnps,.YreaMaUONOiEa ON 1MS4NONplWFO MIIExaafEPPNCEYJ4EMUJ4Arw.Ia9sscu EWRa UbE mon wmfoi vsaYYwth MIIeA®cmnecYwr ink Jexbyik W.NMYuryx1{rnmwlorz Jo�xe uMafum MxllGM diMge:mmWn ,rot aaop M000`asveva.a¢W f"nor rwrmusl vmlry Po.fin M-borcnpaanelenuggWn�M wcuW 's-p 'c"Coulnuortll wmpmq.a«npamweearo rra«atl..elavywlmuaw lmn weo«woromrdmanbena+v.eeatonw tammmwmdParm�wnra«nr MiTek' adwmY=ep4red M pYA11Ya'dbpeuenlcdl4ca Win wrtiJa@anM 14rYOd pcpslY Wn�a.(a 9arwtl prpicereg�da'9 Me Id�rkalgn 3tle1T WurregolrltMgea.vtldelMlmey.Yaosn IlrMwnultlgkMMWM1MpOol2M1a�N.ru✓IlrusryaeANWIp1 GxbDfHVvp BC91 MIgIlp CowpmeiN Fae E.Ned, 1eeShae1.Sufioa.NNVAaC14T1ry fL aa610 rbb Truro Truax Type O1Y %Y W 096 12280T0P Tit Hely Hip 2 1 :3cb 2007 iT o dusty Building CompomM SuppM. JeckeonMlle,FL 32256, 8.11USApr 1=CW-ReGtt5leies,lm. Fd Apr281424VIARact] Page 1 ID:RKV WOmaFL9WVexJWil4mCW-exncGlblSlgwWzhZxTKiZLOL4_BKwN]MRaMOA19g0 4_146-0,l) 4-0-0 1-11-0 yg— sole-tnsa as I 2 s 4.co 5 e 1 4 3,4 II Dx4= 41-0 o-0U 41-0 -0 PI t Odseb(XYI- 120-3962411,i3'Ed 031 LOADING long SPACING, 2-60 CSW. DEFL In 0.) y" Ud PLATES GRIP TOLL 20.0 Plate Chip DOL L25 TO 0.54 Ved(LL) -0.02 47 >999 240 MRO 2441190 TCDL 10.0 lumber DOL 1.25 BC 0.2) Vert(TL) -0.06 47 neg9 18D BCLL 0.0 ' Rep SosaS Ina YES WB C.CD Hoa(FL) 0.01 1 Na We BCDL 10.0 Cod. FBC2014/IP12007 MWIx-MR Weight:22 In FT=20% LUMBER- BRACING, TOPCHORD 2x4SPNo.2 TOPCHORD Slmdurelwooda Nngdlosdlyappiledors-0Ocsp Nn% BOT CHORD aIS SP No.2 except and vaNicals. WEBS 2x4 SP No.3 BOTCHORD Rigid callin,directly applied or 10-0-0 on bossing. WEDGE MITel,recommends that Stablli2els and raluired cross bracing Left'.2x4 SP No.3 belretaed ndtlna trues etedlon,In accordance with Stabilizerr InatNlatlon wide. REACTIONS. (Wifiz0) 1=234165-8,4=2341Maaanlcal Max,Hort 1=56(LC 12) Max UPIR 1=52(1_C 12).4=81(_C 8) FORCES. (Ib)-Max Comp4Max.Ten.-All forces 250 Qb)ales excepiwhen shown. NOTES 1)WirM:ASCE]-10;Vult=130mph(3-SOc d gust)Vasil=101mph;TCDLd.Op f;BCDL=S Opsf;h=25X;0�5R;L- 4Ik ea,�fl;Cat II;Exp C;Ena,GCpi=0.10;MFRS(dimoiionat)and C-CE ador(2)0-00tO3-0-0,InarcT1)30-Cto4-1-0,Extedor(2)4-1-0to 5-104 2ane;C-C for members and tortes 8 MW FRS for readaw shown;Lumber DOL=1.60 plate gdp DOL=L60 2)Provide adequate drainage to prevent water ponding. 3)This imss has been designed for a 100 psf boRan chord IIm load nonconcurosnl with any other live loads. 4)'This Wise,hes been designed for a live load of 20.Opst on tn0 botlom choN in all areas where a rectangle 33O tall by 2 0.0 wide will M between the bottom chord and any other members. 5)Rader to gircerlsl for Wsa to three connections. 6)Provitle mechanical connection(by others)of three to bearing plate capable of wtheianding 52 to uplitl atloid 1 and 81 It,uplift at joill Y we--wsff, 1pnwarded IMEx REFERiMCE VA4EM0]19ne./OVYNISBEFORE I/SE �Wjn wY4]iw us mIV`titin FYIeM+ww�ec Iui.INi tleSn. 6 Mwtl wYY ulun{womelert 4wun�.oho k la m xMN1M hRtlFy cwnpa�enl.rotlot Ineryflan.Belae m.Re b9xApdeWnn moat vehrY II'e gpYCWllyoltlWD�WarelwaaAP%w�lY hcwpRale MOmp^Frolreo dn 4dro�4FY wacro9R4caletlaio pevenrp NroaxdM?F]Owwebrnl/w dvamanCgediy.Ma]IbYJ leml+xW mdPYnma4b¢W k• sawµrewrea w.lmrrmelopewncal�re�.w�l>�wow.ere xw.v�e wa+edvd�n�a.ra,gw.la yrw�erag�aNnw fYMalY Lelutpe.WNBN.aalxnatllaIXAgorinmeiad Rw MleI�LL IJbI/IN1 OYlN 0tlw1a.11NdnYM KA luxlq(:uiWlwrtl W04 Vub Etl aNa. adMxl]IwmollM wtlkde M1an lO6FkSe MtlMe.21e N.16eseeel.Sl1e 912 PleaaYM.VAY1314 Teirya,H 43910 Job Truss Tensa TypeOw Ply W300) 12200TOA T12 HALF HIP GIRDER 1 1 Job Reference Bonding Component Supply JecksOnvilleFL-32250, 6. 0 13201)Misa Irdu catrll slN. FrApr2814,24202017 Pai IDtVLNdmFL9oVgwJVitSWBRUDWscbY7e1ZCmtAlUCWGWMUEZMegP auto 1644 1430 auto 648 d-td apes:11=1' WALED NAILED Wit= _ NAILED 2xd I WILED see 4.00 It2 2 it 3 12 13 4 1 14 15 x 16 6 f] NAILED NAILED 2,r, It WILED 4,10= NPILEO 5 e= IA6 II NAILED NAILED 'hd II 6 0.0 r 161-6 I 14a-0 600 9d s-1d Plato Mats(XV)- [1436 Ed 111'6 0 1 I2:0-4-0,0-2-6] 1-011DING(pan SPACING 2 ri M. DEFL. N (roc) bal UJ PLATES GRIP TOLL 20.0 Plate Grip DOL1.25 TO 0.63 Vert(LL) 0.13 7-10 >M Poo W20 244190 TCDL 10.0 Lumber DOL 1.25 RC 0.60 Veat(TL) -0.25 T-10 >6)6 100 BCU- 0.0 ' Rap Stress Ina NO WB 0.64 HorzEFL) 0.03 5 we Na BCDL 10.0 Code FBCOI1 P12007 Matrix ME WeIgM:661E FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood saddening dlrectiy applied or 33-12 ad Wi ins, BOTCHORD 2x4 SP No.1 except end verllcais. WEBS 2x4 SP No.3 BOTCHORD Rigid telling directly applied or]-9 l ac bracing. WEDGE FMII recommends that Slabilvers and required crosa bracing Leel:2x4 SP N0.3 be lllstatle l curl,trust erection,In acmrdenca with Stebillzer Instelatlon out*. REACTIONS. OWsize) 5=10640-58,1=1132n1-5-0 Mex Hae 1=82(LC 8) Mex Uplift 8=a24(1-C 5),1=352(LC 8) FORCES. (Ib)-Mex Camp.Max.Ten. Allfarces 250 111 or Isss except wfien sMwn. TOP CHORD 1-2=2054A513,2-3=1500/454,3,4=1509/454,4-5=982930 BOTCHORD 17-600/1M,69=611/1848 WEBS 2-7=-51/453,26=-%120),36=493999,46=508/1694 NOTED 1)Unbalanced root live loads have been considered for Nis design. 2)WDM:ASCE)-10 Vult=12Poph(3 second gua0 Vasd=101mph;TGDL3.OpsL BCDL=5.0pai;h=25X;B=15f;L¢4f1;save=lfl;Cat II;Exp O;End..GCq=0.18;MW FRS(directional);Lumbar DOL=1.60 plate gdp DOL,-1,60 3)Pror ds accoutre drainage to prevent weber ponding. 4)TNs truss has been designed for a IDA psi bourn chord live two nonoardurrent Win any other live laid, 5)-This truss has been designed fora live load 0 20.0pst 0n the action chord In all stere where a rectangle 38O loll by 20 0 wide Wit fn between the boom chord and any other members. 6)Facade mechanical connection(by olaem)d trues to bearing plate wade of Withstanding 3241E Lf AIR at lolat 5 and 3521E uplift at oint 1. ))"NAILED'indicates 3901(0.148'x3')or 3-12d(0.140'x3 25-)toenails per NDS guidirea, 0)In the LOAD CASE(S)section,loads spatial to the face of the truss are noted as front(F)or back(B). -DAD CASE(S) Standard 1)Dead i Raaf bw(balanced):Lumber Increase=1.25.Plate Increate=t25 Udiocn Loads(pit) Vert:1-2=80,2,4=60,58=20 Concentrated Loads Ob) Van:2=902(0))=-%(B)3=-102(B)6:51(B)11=-102(0)12=102(B)14=223(8)15=-214(8)16=-56(8)17=86(B) Q wAI1NNa-YNy NXpnpvmmararverp eFAe NpiEs dlxMINON[LYOE .asEfENJNCEPA4EMFx4Am.assem 9EEOFE UEF. r ver,, ewyawAlh MIIeY¢on hideclre—,Wo,hbne .ty.,nr✓+amcl—.I— dd h lamxMtlwl dlWpca sr'.1..inl hwcners alcro rue.nw d4kA�q�rb��er naval vtNN fire LWcNAIN oltlatlpn paanelemaiG IYnaNw vcupnavi pM co nnlolre ovxmll W(lrg�tlgr.9¢xplMtaleOhlo ryavenll bxw olhMAHM lnmwebm]/a cMa memlRM1giv.iEta4M esmpaayW"l lv:.,n., I MiTek' edwayrepYeClw tlSe,—ion and ..1HmloYMenawM aWa1I basIXy�grs ru 6enatl Pad. :reses, C11'e Way sM�e.delNay.ere.— bareollvm WInsry[IemissexlWMl Duly QxxW aaadVatl 1091 WYln9Conpan•nl 6BoaP ride E3na ayelyMmnglm avSaNe hon LimfMexiMMe.11eN.tee Sheet alb312 Nexa�Oy VRYtJ16 iempeFL 3]6ro�e Jab Trym Tmm Type Dry Ply 711003099 122wTOA T13 Half Hip 1 1 bR f oBo 3 Building CompolwM SUIroN� Jeckaonville,FL 32266, 8.110 SApr132 -W] Mak IMus111 ID ,11e. Fn Apr2814.24.21201] Page1 10:?NVLNOmeFL?W VawJ W i1zmCW-aJUMt]cedvwey]4hM Wd_OI11bRog30BZMO1vMep0 aD.o 14aD pOD 63-0 Scal.-124.5 hl0= 3x4 ll 2 11 12 3 0.00 FIT 10 B 1 5 h4 II 4 � II ape 163-0 pOq 630 PIN O8seal 110-3O Etl9 ] 11'Q09 Q1-127 I2'0d-062-B7 LOADING(pet) SPACING 240 CSI. DEFL In pec) Vreft Ud PLATES ORN TCW 20.0 Plate Grip DOL1.25 TO i wri 0.13 " >99D 240 W20 244/190 TCDL 10.0 W.W DOL 1.25 BC 0.61 VetQL) -0.29 SA >584 180 BOLL 0.0 ' Rep Strew par YES WB 0.69 Hon,(TL7 0.03 1 We No BCDL 10.0 Code FBC2014yTPI2007 Matm.ms Weight By It, FT=204 LUMBER- _ BRACING TOPCHORD 2,4 SP No.2 TOP CHORD Structural wood aNeatltng dredly applied oi Mduali BOTCHORD 2x4 SP No.2 exrw and verlilcale WEBS 2x4 SP Nee BOTCHORD Rigid ceiling directly applled or 92700 bracing. WEDGE MITek mcanme that Stebillzera entl mqutreb cross bracing Left:2x4 SP No.3 be hlstalletl tlutln g trues erection.In accordance Wm Stablllzer Installatlon qultle REACTIONS. (ImSize) 4-569/05-8,1dfiM0.5E Mex Hon, 1=110(LC 12) Mex Uplift 4=-189(LC 9),1-136(LC 12) FORCES. (Ib)-Max Comp,10M.Ten.-All fomes 250(Ib)prime except pi Shorn. TOPCHORD 1-2=-878/318 BOTCHORD 1-5=35]02.4-5-359]81 WEBS 2-5323,2-4=-832]3]9 NOTES 1)UFAMenwd tom live loads have been conadered for tts tlwign. 2)Wind:ASCE 7-10;VUIt=l Which 13-second gust)Vaed=l of mph;TGDL .Opsf; 3CDL=5.0psb h=25t;13-15t;L=24ft eave=M;Cat. II;Exp C;Enct.,GCpL-0.18;MFRS(tli ad.nal)and C-C EMerior(2)040 to 300,Inteder(1)3-0-0 to 8-00,Exh,or(2)840 to 12-2-15 zoni C for membere and forces S MW FRS for rrectio n,Shown;Lumber DOL=1.60 plate grip DOL=1.60 3)provide adequate drallage to prevent water ponding. 4)True three has boon tlwignetl on a 10,0 par botom chord live load noncomurrant wIP any other INe loads. 5)-This Imes has been designed for a live load of 2O0pst on the bottom dram in all areas ahem a rectangle 340 tall by 2 O-0 aide Wil t1 between the bottom chow and any other members. B)Provide mechanical connection(by others)W tmse to bearing plate capable of withstanding 189 to Alit ct Joint 4 and 131316 uplift at form 1. H .Noun 1 1 s {uu r, uann 0 opea,, qe.]pltJ%ee 1M iMdaeylo uM luamla h e/1%I0A2.M WN.emd9 ad lCH Wlltllp Ccmponml AI �Bem Bbri .aM1ly IMamaXm uWlrtAe Fmm 11�Hok hallMe.2I9 N.Lee Shxl.SJIe 311,PleaaMM VARR311. JobImes Tau Type ON PN Tt 1003098 12280TOA T14 Heli Hip 1 1 Job Reference fol,flonall Building CompmleNSupINY. Jadlemutlle,FL-32255, 8.110 s Apr 132017 Will lndu65ie6,loo. Fri Aq 281424:21 M17 Pagel ID:?WV d11pFLicdVew.N ,lI W-WuMM1ZC tY74hMWd ONi2Kon?OgxW1OtIRA990 ]40 100-0 1430 ]80 F 100 bio we It flow. 126.5 45= 3 12 13 a 4.00 12 2 41 2 11 i 0 1 6 46= 31® I .10= 321N it 1000 1b10 000 43 0 PlareOffeal 11'000 0 - 21 I '039 Ed 1 LOADING(Pull SPACING 240 CSL DEF_ In (nod) Pdall W PIATES OMP TCI_ 20.0 Plate Gnp DOL 1.25 TC 0.49 Vtol -0.16 6A >W 240 W20 2441190 TCDL 100 Lumber DOL 1.25 BIC 0.?4 Vd1(TLI -0.49 6-9 x342 180 BCL_ 0.0Hep Steve lncr YES WE 0.25 Horz(rL) 0.03 1 We We BCD_ 10.0 Cade FBC20IGTPI20o] MWnx-MS Weight 611 It, FT=20X LOMBER- - BRAl TOP CHORD WSPNo.2 TOPCHORD Stuolumf wod stuent already spiked or 53-4 no purlllls, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No.3 BOTCHORD Rlgld ceiling directly applied or 64b oc bracing. WEDGE I MITex recommends Mat Slabllia n"and required crass bracIng Lail:2x4 SP No.3 b6InslNled duong fuse ered'mn,In accordance WM StabilI., IM1atle8on ound. . REACTIONS. gb'slue) 5=5841050,1=56Gtr5-8 Max Hort 1=13](LC 12) Mex Uplift 5=-1e](LC 12),1=129(_012) FORCES. (Ib) Max.Comp.IMax.Ten.-At fmces250(to)offers except wren show. TOP CHORD 1-2=9071343,23—5138200,s4=492R06,4-5=-56612]] BUT CHORD 1-6=4291832 WEBS 26=430275,44=2691653 NOTES 1)Unbalanced rani lice loads neve been considered for MIs design. 2)Wind ASCE]-10;Vu8=130mph(3-second gust)Vatedl01 mph;TCDLd.opsi;BOD"Cialf;R25ft;B-45ft;L¢411;eaved9l;Cal. II;Exp G End.,GCIP�.18;MFRS(directional)and C Extent 000 to 3tr0,Intern 340 W 10-0-0,Elden 2j 1000 to 14-14 zone;C-C for members and forces&MFRS for reactions shown;Lumber DOL=1.60 Pate grip IDOL=1 W 3)Protide adequate dminage to prevent water rousing. 4)This But has been designed for a 10.0 psi bottom chord live load nonconcurrenl WM any other live loads. 5)'This truss has been resig0ed for a Ill load of 20.Opsf on Me bottom cM1OM in all areas water a redangfe 3-"rut by 2-0-0 Woe will lit between the bottom cMrd and any other members. 8)Provide m lcbanlcal connection(by others)of truss to boder n,pfale capade of WMSWnding 167 ID Mlift at joint 5 and 129 to upllll at Joint 1. V wINNMa-ewwawenpvmwm—me0d0—ON—A-wdwaEO MIfEx REEERaNEE PaaEM6 A13 m.land"oselUSE. ruwn, tti MIIek9cmcclm Nkaeslao ePvetl mYYupm W amelem.,oM alw mY I.dAtlRmcrnnlx=��l,rat elacondi eefrneuo IM wAdhw aeY}ln'maulvMryII'eq(AkdAIN oltlWy�Wrneelas mOIXcnonY Ilu:u[rralesdmilynd ovuru walleaWvl.emlai�m�olmeloelevenlnecarsam�wlna mavreornwrn mom 1n�11marn+v.Ndavalalnwlwmavemlrnwnlmml,9 mak' edwaFlegYetllu skt+NlYm]10 IXevmlcuY�Win fcabelmv-1J[e+Yavf pcTlalYdrnllWe.(d pmeltl gtivlce ledrnlNMe 14vkMMV LaWe.delnelY eneclbnatl d¢Iq o111UMSavIMmMralll wEXL/MlfiMhCMMM.aEadeaxl aCY BOM1f11pCM�Wnwe 6604 FertREY BNO. 3p41y NalmXm wJMe hwn IIIm FMIe MM1Me,RIe N.lea SPeo1.Slee 312 NaaaNlh VA22311. Tnrya.FL 3eBi Jab Truss Tmsa Ina OH RY T110039001 122B3TOA T15 thea Hip Giller 1 1 Job Relerawel - VI Bislang CDlglaleM Sww. Jeckaoorle,FL-32256, 8.1190 ApF13201]MiTeklndM6Fi lm. F0Ap OCIGY23201] Papet ID:21NtNameFL7WVBwJWiIunCW-Wi088FeOeWAM6FHSonYGp? 11102 GVBjcMPoVZb.18gM 4-0d Bd9d 1>28 1]d2 22812 41-0 6]E 4310 4510 4410 .1.=19]3 NAKED NAILED IUILED 4ao12 ]TIo= 4ws- 34 II eve= ILED 4,6= 16 1 24 NAILED NANAILED NALED WIRED 2 15 16 3 1] 10 IB 20 4 21 22 23 24 B 25 11 ad 27 10 28 29 9 33 31 0 92 M7 46= WILG. &4i NAILED ]e14 sft UHS= WILED 1x10 "LED 4afi= NAILED 3511 303 I NAILED NAILED NAILED NAILED NAILED h-14- 1d e&10 13-29 1782 22b1R 3-09-0 b]-0 46-10 4610 d 19 PI UI NDLY?- mitt 3"Etlg 1110-0-061127120-05 Etl 118'0.200.2-0I 80.3-00.1571&623.62-01 LOAOIMG(psi) SPACING 2-0-0 CSI. DEFL In (lac) gtlafl W PLATES GRIP TCLL 20.0 Plele Odp POOL 125 TO 0.93 Ved(LL) 0.52 9-10 .503 2d0 MT20 2M/180 TGDL 100 Lonnber DOL 1.25 BC 0.84 VedQL) -089 9-10 .3]e 180 W20HS 18]/143 BOLL 0.0 ' Rep Sheen trio NO WB O.M HDrz(TL) 0.10 7 We We BCDL 100 Codes FBC2014?PI200] Metrix-MS Weight:10316 FT=20. LIMBER- BRACING TOPCHORD 2x4SPNo2 TOP CHORD Structural wodshealring directlyepplletl or 14-8 oc puhirls, BOT CHORD 2x4 SP No.1 excepi End verli als. WEBS 2"SP No.3-ExcepP BOTCHORO RIg1d ceiling directly applied or 36-9 Do bracing. 6-8:2x4 SP No.2 MTek recommends Nat Stabillue.and Leeuiretl cross bracing WEDGE be Installed during truss erection,In acoordarlce with Slablll ber Left:20 SP No3 raftdiaton ulde. REACTIONS. (INSI2e) 7=1300'63-8,1=1351Po3-8 Max Horz 1=67(L021) Max Uplift 7=920(LC 5),1.901(LG 4) FORCES. (Ib)-Mal Com,fi4ex.Ton.-All fomes 250(10)or les l axcep1 v41en shover. TOP CHORD 12_2908/2033.2-3=43543009,3-0=4334/3013,d-5=433/(3013,5£-284&2000, e-7=1225/858 BOTCHORD 1-11.19342784,10.11=-1943@005,9-10=-31131/4384,8-9=-20542928 WEBS 2-to-915&1646,310=38524],49=341/232,59=-1061/1503,55=-91 dfi14, 88=20922968 NOTES- 1)WInd:ASCE 7-10{VNt=130mph(3sec0nd gust)Vasd=101mph;TGDL=50p f;BCDL=S.Op f;R25h;B=45f;L-241f,.a fL Cat. 11;EV C;End.,GCPI=0.18;MW FRS(UrectlonMJ,canlllever tea ei conal;p0rch 1eh and Light exposed;Lumber DOL-1.60 plate grip DOb180 2)Podide ade0uate drainage to prevent wader polling. 3)All plates are MT20 plates unless othervlSe Incloated. 4)This truss has been resigned for a l00 psi bodom chord live load nonconcuneht end any other live loads. 5)'This truss has been designed for a live toad of nOpst on the bosom chord 1n all areas v ears a rectangle 3-6-0 Oil by 2 0-0 Woe Will at between Ne bottom crena and any whet members. 6)Provide mechanical colmeceon(by others)d truss to beaing plate capable of WNMantllrg 92016 LOM at joint 7 vM 901 Ib uplla at Join 1. 7) NAILED' meades 3104(0.14W zX or 3-12d(0148'x3.25')be-nalls per NDS guidlines. 8)N the LOAD CASE(S)section.leads aP,)led N the face d Ne truss are'Med as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Pool Lim(balanced):Lumber Increase=1.25,Plate Increase-0.25 Uniform Loads 4p11) Ved:1-2-80.2d=60,7-12=-20 Q a...VeMy ,vwrenrr--IaFAaarmbe be]IM AHO MYLWEO M/IEIaEFEMXCE C46ENM]IArev.onded159aloseeEE. uvk9n.la use vol.. 96.q kLva].u,-d wmebrssM1wrm a'Aklw mYxYlulIXal dA�Ai%{comp"r-pnl.rot InisYWnl.Wipe bW.Ma,eeols esLFer mutt ve11N11w qMk tlMoltle49nMmwlelaa'd peWrlYncaw'+ule lmLasnnlnlulre ovatll 11r1w�rUs a«ro Mca1M1 kio wevpa WCVFrpolfxlN3%Y lnnw�m]/uchxamenlMaoM'.oApapal lamwpw Otl Pemvwm auY' U M ani+/Qtre(ewe]4niKWantlbwowmlcdl4aeaahf�nu rymrul FgryatlwgRnYhni�a. fw(9adPtlpat re9adlwaw Ww FN.Fatlred HM' Ikn alpWe.deNarverecrenm]h igolMsesmalN¢ry+lerrm.®6AXWN116HIM 43'9wN.pFlJ9aM9CRYH19 CanprlMl Tsiwe,FL 3M1 SyYY IMamwXwr wvdkL401rcm In®RaH YeMule.21B N.Iee slreeL 9JF3312 NaiW 1h VAR2)14. b T. T.TY, Oly Ply I TI 003800 TOA TIS HeII HID Cvmet 1 Ir 1 Job Ba117 Mie(gptonall BJIItlin9 Component Supply, JeckmnWlle.FL 92266, 8110liApr 13.CW-09MFT NM6FHIM. F0Np l:2L23201] Pege2 ID:?NVLNtlmeFL?cOVeWJWIvnCW-Wi066FeO9VYAMeFHSonYGgPVcpICIGYO)cHpoV2dA98M LOAD CASE(S) Sten0eN D elnretea Lotae Ob) Vert:2=69(B)11=-39(B)I5= (9)16-4 (B)18=4918)19=-04(8)21=30(B)22=L9(D)23=d6(B)20-1A(B)25=-1%(B)26=d9((B)9=-39(B)28=439(B) 29=-39(B)30=3 (B)31-39(B)32=-38(B)M3= 9)B) QWANNYq-M4yCNpnpenmelneenOXFAO NO]Ee ON]XSIXO N'CLYOEO MIEN eEFEMNCE IA4EYb]IAm.169YAI56ElOFEOSE � X41 Wk1MwsaYY'Mm MIIMFmnmdo¢IlttleLLnhL tlmYYupnf�wnclurs Nuwn.aNtlwm MMdY�I WkIkYleu�W�e��L rot � n�m+em-telae�,II'e INLdq aesp.�i m�m�enry np eLptmlN omesgn Ipamel��.adw�wnooq,wole IMee.l9�No n.9o.+.ai d.w OMN.Waroln,taleOtbr.ewenld,ctl9golYVNtlxYMmvtt-0av]/n tlw,tlmen,[el dYV.Pd[mkxvl temPuuy mO pennmm�IdsM] MiTek ttWars�eple0lw podMmdloveeemmWNr�vAlbryw®nle�W kYrva.fpw+lv0>•w9e. Fa9ereae�e�N9�UNa ne kdk:alkMLrKKege,MNry,xecRnwq d[clp nl M�pnai[IMmryalmRaNltl1/IPII OUNy Mxb.09ld9mf eC91&iYSq Cmipww�9 680<V ha Ea�BNe i w.IrEpmrp�Xv.Mle rypnl�FW61rcXMe.R18 N.lea Slreel.AIb312 Ne�mX3 VhRR31<. - ie�rye�FL 3Y60 'I Job Trusa Kusa Type Oly ply 0038 1 1228DTOA T16 Had Hip 1 I 'J bRI Ml ( 6 all Bundung Component Supply, JackmnNllo,FL-32266. 8.110 a Apr 13201] TaLk0 Mes.lnc. Fri Apr 281424:24201] Pagel IDMI-frAlmaFL?cCV8wJWuzmCW_uaWift gIDId INUMVMc2aR6dy?xOmEdLIOZMeg1 510-0 1198 1650 2260 5160 S60 E. S]0 Stal9=1:36.9 4.00 F1z 7x1o= aw II See 1,= 3 1] 1e 4 19 6 YO 6 4x6 0 6 215 10 B B 3R II see II Id.= d5= 36 II stoo 11-1-e 15550 zz 60 5160 S38 ~ 598 S]-0 Pl t Od NDCYF- 11'038 Edp 713' 4-00.2811]'03-06181 LOAWNG(psq SPACING 200 CSl DEFL In 0.) Vdell Vd PLATES al TCU 20.0 Plate OOP DOL 1.25 TO 0.59 Ved(LL) 0.22 990 x999 240 W20 244/190 TCDL 10.0 Winter DOL 1.25 BC 0.55 VedQL) -0.29 P10 >919 180 BOLL 0.0 ' Rep Stress mdr YES WE 0.9] Horz(LL) 0.05 ] We No BCDL 10.0 Code FB0201MTPI200] Mabix-MS Weight 10410 FT=20% LUMBER- BRACING TOP CHORD 20 SP No.2 TOPCHORD Slrunural wootl sheattdng stratify appllal or 342 OC angles, BOTCHORD 914 SP No.2 except and vandals. WEBS Set SP No.3'Except- BOTCHORD Rlgld calling directly aboard or 4-19g bracing. 88:2x4 SP No.I MITeB recommends Nal Stantlizem and required Groes braclng SLIDER Led 2x4 SP Nd316-0 be Insisted during truss enedbo,in axomdga ewin Slablllzer relullaton guide REACTIONS. (IWsizeJ 1=6741058,7=87"-5-8 Was Max Hdz 1=80(1312) Mex Uplift 1=340(10 8),]=635(109) FORCES, 0b)-Max Comp/Mex.Tan. Allforces250(Ib)orlessexceptwrensMm, TOP CHORD 1-11]83/195],3d=-213=3n,4-5—2139@3],56=-1815/986,5]=-820/848 SOT CHORD 140=-188511641,9-10=-1901/1848,0.T_-1815/1650 WEBS 3-9-53&538,4-9-325121,59=625535,58=-559/450,68=-1884/1]03 NOTES- 1)Wind:ASCE 7-10;VW=13Dmph(3-aecend gueft Vaed=101 mph;TCDL=5.Opsf;BCDLd.Opst,h=250;B-158;1=240;ea,oy ff,Cs. II;Em C;End,GCO=0.18;MW FRS(Uretilons)and GC Exledor(2)0-03 to 3-0-0,Intedor(1)340 to 510-0,Presently)5-10-0 to 10-0-15 zone;porch led add right expesed;C-C for members ado trades 6 MFRS for mad ms shown:Wm ear 001=160 plate grip DOL=180 2)Provide adequate drainage to prevent water ponding. 3)This tend has been designed for a 10.0 pal Whom chord Ilve load neoconcureat with any other live loads. 4)'This turas has been deagne l for a fror load of 20.0p61 on the bodom Mold in all areas where a redarple 3-6-0 bad by 2-0 0 wide art fit belmen the bottom chord and any other members. 5)Provide mechanical conation(by others)of tense to bearing plate capable of withstanding 540 to rapid azfolnt l and 635 lb bold at fdnl]. Awa RHMa-vulry J.YpnpxurcrmeMaOONolEsorv]x6aNO N'CL vpFO ITExeEFEM rvCE PacEMY AJ3nn 16VYN1saEFaeEusE. �w,Nl vdM IonswYY x11h Md�BAcmne:1— mktloLen k W.rrv�]aM4 ur*+a WI'>•nelaneMmLmtl kru m MPWAM WIdM ocml*+�or.ml u1nmryLan,alae�.tt¢IMaro ,eu^u5l wmlry lM gRMIcaMIHor ,pNaneie¢m]pgnAVYmpae'enhomw rondervmosreb wr,Dma�. wom9sial�rnrvaawaew.Nle...aeryalr.rwn�aaeall�wlramrorw and rerrriarernaa.+a gi(' xaNre.rew.sar skblXyaul io Pawamaala.a,.,llnwm4ar:s��wl xµawmepaanwdvrwBa.wr Baaaa aMdaweiwas,9 x�a 9a649.M B.wew Selany NpgTe. mte on.aM red.of moven]true uremsffie/,XWINr iNlNuww.a!'a9aq afarYMgComparwra ay.lY YMmtlM oWdxe trwn Ir�m Fkrle RnMn.11a N.Iee51ree1.5W6312 Nem 1151 VR1R]IE. Tenpa,FL 35110 Job Teem Teem Type D4, Ply W30D2 1225TOA T17 Raoi Special 1 f Job R017 MiT Pop const) &xIM1nO ClnponeM Supply Jackmmille,FL-32258, 0.110s Aprilz 0 -uaVJbl gIes.11l6 Fn Apr 28f4:24:W4 LI Page ID:9M/WdlreFLlcdVewJVYIzmCW=ueVJblowg1018sMU3VMc2rL5bPTyhkP8L10zM0gL 21 ]-169 1SSL 22-00 ' 2-109 HO 59-0 -� 7d-0 Sub=1curb 466 r1ft m6= zl 11 Ort= 3 10 11 12 5 &4 II WS= I 9 S ] 8 By.- I I I M10 art II 210-0 155-0 _ 22-00 2100 SO0 7]-0 6-00 Plate Ogsets(XY1- 13:0-0-002-81.16:0300.1-8) 19:03-00-2-121 LOADING(psf) SPACING 2-0-0 CSI. DEF_ In pi VCell UJ PLATES GRIP TCtL 20D Plate Gap DOL 1.25 TC O.Be Vert(LL1 0.25 " >999 240 WN 2411190 TCDL 10.0 Lumber DOL 1.25 BC O.BS Veri -0.29 8-9 >909 180 BOLL 0.0 ' flap Seem m ficr YES WR 0.91 HaR(TL) 0.05 6 We Na BCDL 10.0 Code FBC201,t TPJ2007 MMrlx-MS Wall It ib F`=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structural woad shwatNng directly applied or 3-S10 m parties, BOT CHORD 2x4SPNo.2 except end vertical WEBS 2x6 SP No.3'Exwpf BOTCHORD Rigid calling directly applied or 3-9-14 oc bacing. S]'.2x3 SP No.2 MITek recttnmends that StaMllzer and required cross bracing be insisted during Ones erection,In aaordznce All StalNllzer Iretallatlon gold.. REACTIONS. ( verea) 9=868005-8,6=8880-5-8 Mex Harz 9=66(LC 12) Mex Uplift 91118).6=4i32(LC 9) FORCES. Ob)-Max Comp-btax.Ten.-All fercas 250(lb)orlm exoapi w ern shown. TOPCHORD 23=163]l1]21,3-4=1451/1563,45=145111563,56—BlMl4 BOT CHORD 8-9—165]/1524,]-8-16]]/1532 WEBS 36-405131],4-J=-082/355,5-]=-16])11561,2-9,:1 NOTES 1)Wind ASCE 7-10,VUIt I30mph(3-second gust)Vmd=101mph;TW L Opal BCDL-5.Opeb h=25tt;B=45%L--24fq wave-fft;Cat. II;EWC:End.,GCpi Mi(directional)and GC Exteriorly)0-1-12 to 2-10-0,IMetlor(1)2-10-0to 21-104 z ,porch 10 and night exposed;C C formembers end torcm&MFRS transactions shown;Wmber DOl=1.B0 plane gap DOL_-1.80 2)ProvMe special drainage to prevent water cording. 3)This truss hm been dmigred for a 10 0 psi bottom chem live lead noncoucurrent with any other live loads. 4)'This truss has been dmlgned for a live load of 20.Opst on the bottom chord in all arem were a rectangle 3-6 0 tall by 2-0 0 wide MIt fit between the actions chord and any other member. 5)Protide machanical connection(by others)of three to bearing plate capable of withstanding 51 Ib uplift at joint 9 and 632 lb uplift at joint 6. QwAIMN'wasewsh,pnmrmeMeEIevenwaw....LcvEa MIfEx REFEFRNC .PA ."9m feccoas as YSE. �' �.forrseonly'MN helekbccnvhirs lakenx9'�k 1n 1weYUPen{womeYaS.Nuun.oho k.lm.1.MAJXµlcunpa'eptml ' mrmayeirl.welore�,lre uelNda�IP�al man.anry lna.RaamliNolamkxlw�,nl�aw rrne naaelganlo lM over! B.. ,9dawe. w�a9e�nsedklePe.er,llx,alargae>ea, waawa6alwOldm«mem.wr.M.�,1�lpera,�dpe.11lalerllMa�p MiTek- tW.v/rrotlw�bAtiY4dbPtlVeM Mlgte Wln[m✓da Pamxl eileYW P4�wduntCe. rw9er'ad9lmwerWararU tlw WVMotivliM�a.deNary,erecblaM tmclpolelmaraq MmgrMm wMNfl/IYII Cully CMwb.6fld9 agaCA e04l�peerriWeM OJ PmEenehtl. A41yYMnrlpnmyYtAe eqn wpm MNYeMIe.21eN.lee5kee4 SYleJl2 NemF'1b VPII314. � Tempe,FLIL 3]610 Job Truss Tutus Type Ory Pry Tt1003gO9 1z20OTOA TIB ROOF SPECIAL GIRDER 1 1 JM Re ( plionall 1 BUMilp Compwnnl Supply, Jsduwwille,FL 32256, - 6.11 US Apr 132o17 MDek incomes,Ill, Fn Apr 2014:24:28201] Pagel ID:?KVLNdmeFL?WVBWJVViImICW xHIFkGgH RYx4?1Tve0SinwEUTUFglFd5 ggI V n-&0 4D0 6D0 2 9n.0 n.n.o L0.0 zD0 z-00 I-110 z80 S8B $fBIa=1:00.0 NAILED NAILED 4.O012 BN 11 M= 4 5 ®g 400- 2 6 MAILED ] 1 G � 18 11 10 10 2D 0 21 22 NAILED 4M= NAILED ]x10_ NMLED 502= NARED NAILED 0 �= a II NAILED NAILED N41LED a00 6D0 1141-0 1788 a6o 4-0-0 3n-o sae Plata OlMets IXY1- (SO4- 0.28118'Etlge0dBl 1&0.312 02911160.38 Etlgel LOADN4G(pap SPACING 2-00 CSI. DEFL. In M) g0eg W PLATES GRIP TOLL 20.0 Pull.Grip DOL US TC 0.85 Ved(LL) 0.2010-11 >999 240 MT20 244190 TOL 10.0 Llnnber DOL 1.25 BC 0.04 Ven(TL) -0.43 B@ X490 180 BCLL 0.0 ' ROD Strew Ind NO WB 0.82 Hmn(TL) 0.07 8 We No BCDL 10.0 Code FBC2014TTPI2007 Maalx-M$ WelgM:86 to FT=2096 LUMBEJ2- - BRACING TOP CHORD 2xa SP No.2'E»oer TOPCHORD SWduml Wood sheathIW tiredly applied or 24-7 no purlins, 67:2x4 SP No,1 except and smi ds. BOT CHORD 2x4 SP NO.2'ExcepC BOTCHORD Rigid ceiling dined,applied or 6-09 oc bmdl 1-10:2x4 SP SS BID! Tek rocommentla BW 31eNIlau"and requiretl cross bredng WEBS 2x6 SP No.3'Excapt' ba InsINled dutlng twee ereotbn,In aaprtlerlce wiN Stadllzer 7 S.2x4 SP N,2 allaton guide WEDGE Left 2x4 SP NO.3 REACTIONS. (MAL.) 1=142110-59,8=1400N30 Max Hoa 1=55(LC 25) Max Uplift 1=466(LC 8),8=479(LC 5) FORCES (Ib)-Max.Comp.OlauTen.-Ail 1ome6250(lb)or lees except wren shown. TOP CHORD 1-2-31261025,2-3=-2984 ",34=31 B1HODS,4-5=-290MB,59-404511355, 6-7=368&1212,7-8=424V474 BOTCHORD 1-11=9B4n901,10.11=120213654,Pio=-9442906 WEBS 2-11=2T9AJOB,311=906281,3-1R-BSO/342,44P_-192061,5-9=a66132R, &9=4501/591,]-8=110&3%) NOTES 1)Unbalanced roof Ilve loads lave been control for NO design, 2)Wint ASCE 7-10;Vut=l3 ph(Sseoond gwl)Val01mph;TCDL=5Owl;BCDL==.Ops[h--25R B715R;L441t;eave=40;Cel. II;Exp C;End.,GCpi-0.18;MW FRS(directional);Lumber 001=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bosom d1oN live load nonoonourrenl wlO any other live loads. 5)'This no.has been cesigned for a live load of 20.Opsi on the bottom Uord In ail areas w4are a rectangle 3-6-0 fall by 2-0-0 Woe will lit between to bofte m chord and any other members. 6)Protide mechanlcal o mlecBon(by others)M truss to hearing plate console of vnMdanding 466 to uplift at joint t and 4]9In uplift at rant B. 7)"NAILED'indoMes 310d(0.148'YJ')or 3-12d(O.Ia x3.25')bEnWis wr NDS guidlines, B)N the LOAD CASE(S)motion,loads applied to the fete of the truss ere noted es front(F)or heck(B). LOAD CASE(S) Standard 1)Dead,poor live(balanced):lumbar listeria=1.25,Plate Increase=l 25 Un6orm Loads(pit) Vert 1-2=80,2-3=80,34=80.4-5=60,5-6--60.6-7=60,812=-20 Q WIRNwa yasy0.vlen y'anxtman!RUONOES de rale ame tlI[I.MnaNREFERPHCEYROEMR)4Am.1.15 aFFOREYSE .ft,vmn,uz aiYwlln MIIeW9mnrecbis.11ttlefl{p I, u 'w'y urm".-mu WwT Mdlila mlMMtlwl Wdrp cxnryxxml.mI aMWdoss Betas us.Rcd9t1✓d lla[brwrmW tH lhegFM=WINol dui��psaneleewvf goFerNMrNrdamissOonOnsymnenli IxlM1q aarpn a«amnmdeaa101x�eranu�uLlaolrwr.�alno..mmvorawamwrawnwr.oeaP+ie lemlmrwmarem.-.wdam,6 k• kawvp raTleO Xx imMlo gewml wllblw�ia Pertgd FARyaggqwN6Rna� fwgerwd PYlame reDa3YA eon 4pW Veb EM BYtl. kdk:dbl6woDs,�9"a'y9y.xxMnadda[:LgdM1ucFsmdM1rnattMni"�BVIN/RII(LMIY CrIwb.p9eJ9 uMaCY&tlNCerFerwN I,FL esno 9yNy Irlpmmlon rn't#JSM1an In®FWb M1k0e.RIBN.LBe Srce1.5J@ J12 NBNdM VAR2311. JOU Tlws Troeo TYPO Gry Py TI 0U3803 12280TOA T18 POOF SPECIAL GIPDER 1 1 :JOURgferenre o ionel BBAdllq Camporen[Suppry, JECNcorrvilla,FL 32258, 9MV ftJ r13201 -MIF gHSRY lre Fd Apr2S14T4 OIF8PPepe2 ID:?KVLOJdnwFL?cdVBWJVYIEmGW-AHiFkGpHSPYxLI?ITM61]IwEUTUFBIF4551aMBg,1 LOAD CASE(S) SarMErd CwcwlMe LoU pb) Vet 4=1O (F)S,IM(F)1R-58(F)11—U5(F)9-214(F)17=Q(F)18=142)F)19=214(F)29=-58(F)21=-225(F)22=3 (F) QWAdM6VM/y Mlpnpuarlrn erq READ NO]EE ON INISPHOWCLWEO IV]EY RddINfE IEOE MG]OAnr IOAYAISBEFOflEYSE Petlg�Nlkliw uu wNmm MlaVv4ertwvlm vis�bLg�t WssnlwYv u{Kgl+ammalrnslwwn.ma hlamYeAwlrtl dAtlMq mn�rcnl.rot �� Mmryalem-Bslwe uB,Xn bJkYptl�re�mul Vellty tte tTXAka[iN of W9{p luanreiers aNgpy Ncw�INa BNreMnlnlo Me ovwWl pl4lp CeelT. ®acYg FticalMtlo pevml WCYWp uIMhLxl lvmwB�ud/w tlwtl memMSaYy ACOIWvl leenµay mlpartnrnN�Idw:My Mire k' ktMgsaep4�laektllyml b Wnvml cdl4�WIbL�e L uad LVAYagpMxnlY Wn�RR.Gw Vwmtl GWd mmgatlp Ae kdk:olM Slwaae,tltivery,reclkn aNdxhaMI18 K SMwanlmmimMXL/IRI VAMQXw{a,p9029oM BC51BWJngCmWonxll 490a Pa FL Eaat BNJ. IWIy MwTMIM atlkdskwn Iw RaIa TAMe.RIB N.Iec Sl�eei,9lle]IR.PlexmMla VA M14 anpv,GL ]0610 Job Tr�xs Truss TypeOly 'If 003Po1 122WTOA T19 HeII HIP 1 1 _ JOE R017Mie(oloduarl Bultling Component Supply. Jacksornille,FL-32258, 8.110 ff,IdmP Mites ,ILSReabx. Fd Fpt2810:2191Fd1] Paget ID:?M4WtlmeFL?ctlVBWJWIanCVv-tlkFkGgHSRYxtj?1Tv6S1]DuuKGTyveIFES5ual.19gJ 060 11-iha t]-t1A 640 5119 5118 State u.2 ]10= a4 a 46= a0012 2 13 3 14 is 4 2 If I ] 2M II ]x10- 6 Ort= a4 II 6a.o n-119 n-rvo 09-0 5119 511-3 Plat Oflseis Q(,Y)-- L:066 Ed ) LOADING Ipsf) SPACING- 2-0-0 CSI, DEFL In (roc) Va" W PLATES GRW TOLL 20.0 Plate Ger,DOL 1.25 TO 0 L) 0.08 48 Wyg 6-7 >S99 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.W Vert(TIL) -0.18 6-1 s999 180 BOLL 0.0 ' Rep Show Incr YES WE 0.53 HorzQL) 0.03 5 We We BODL 10.0 Gods FBC2014?PI200] MCIM-MB Weight:811b FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPGHORD Structural Wood sheathing dlrectly applied or 431 re FAMPA BOT CHORD 2x4 SP No.2 ex claptandyerfices, WEBS 2x4 SP No.3 BOTGHORD Rigid ceiling directly applied or 8310 oc bracing. WEDGE MITek recomMOM.that Stabigarde and reylred cess baring Left:a4 SP ND.3 be Installed during Russ erection,In Accordance WBh Stahllzer Installatim guide. REACTIONS. gblsin) t=]i SID-58,5=]OW0.56 Max Harz 1=M(LG 12) Men Uplift 1=-188(LC 8),5=278(LC e) FORCES. (lb)-Mex CoMpgAex.Tan.-All fomes250(fid Missal except W1lenmfean. TOP CHORD 1-2=1 41944 3 6,2�-1332/514,3-0=13321514,45=8531300 BOT CHORD 1-]=502/1285,6-1=49941292 WEBS 34--006285,46=53&1319 NOTES 1)Unbalanced!root Ilve loads have been considered IMMIS design. 2)Wind:ASCE 1-10;Vu16.130mph(3-Second gust)Vasd=101mph;TC@a5.Ops1;BCDI,-6CPSF,h=25R;BA ft;1-24h;eavm48;Cat. 11;Exp O;End.,GCpi=0.13;MW FRS(directional)and!C-C Emmor(2)0.00 to 3-0-0,Interi 3D-0 to 690,Estmor(2)63010 10-2-15 mn%C-C for members add forces 8 MFRS for reactions shove;Lumber DOL-1.80 plate grip DOL=1.So 3)Provide atlequata drainage to prevent Water ponding. 4)This puss has been deeigned for a 10.0 psi bottom cMrd INe load donconcunera With any other Ilve loads. 5)'This tress has been designed for a live load of 20.0,rd on the bogom chord in all areas Mere a rectangle 360 tall by 2P0 W de Will lit Woofer the bottom chord and any other members. 6)Provide mennanlcal connection(by othend of truss to bearing plate capable of Withstanding 1881b uplift at told and 2781b uplift at )dnt 5. QWdnXMa-VMryJSlpnpamHluveM aFJO NOIEa ON TXIa INO NCLYOEO IAIFNaEFEMNCEVIOFMLL)<7l m.tO0.VM69EFONE U3E IMNlnudroluy'sers'rrobo ser"oo e" urtlei'yna Ws,vlaJvaW^namWlc:SlwwrtaMkl«m MMdxM b.MFq�wM ienL ret G01seMWm.Be1ae m.Ra 41kY6reW Wr mul':eilrY�NMdaepi ManelaeOtlpM+WIYkW«F«Ne Mccon"Un Moval lJV0aW1. .odysMCed.prossolu esso a IrwwebaWucMxerrNmben Mv.ItldgtllanFaW T:llWrrrmentbmro satwvryretNrad b M1iYaW bpemacdl[xulm�Llel�dxx4likrY W'PW✓�M LLn1�s, fawMtl0lMbr'ardNdr9Te kdbakxtslu�a.�Way.«aCFTatl hvJ9oIR1m O'dIN¢MtenRtaY1NY/rRIWlIYCYwYr.IHkd9iW aCLNWlV GrePunle 4eW veM1e Fr BN4. ayMylWunwllm oakuarmm tn.Hoevnknaa.zlau.leaslreaL SJNarz.aWxaw.va nal4. T.7..w sastb Job Truss Trues Type Tf tao3e05' Z TOA T20 Half Hip 1 1 j Job Reference(oMb11N1 Building OolmponeM supply. Jacksonville,FL 32256. B.HOeA 113 W17 imCW-i G lMusbm&IIe. Fn Ap28 gftlaE2OPI2 ggI 10:?14129-1 reFL?WVew.NVilvnCW-PTGdycMOIDOMeDIcdC_F91tsIeECOPIXVNOelUM9gl 600 12P12 1]91-0 b00 L9-12 S40 Yat I store me 11 214 II 6= 2 3 13 4 ♦D3 12 11 10 i B 5 m = a = ass= 3� 11 gp0 1711-0 all P11-0 PladerOpeal 11'000 o- - I I '030 Edgel LOABNOG(psf) SPACING 200 CSI. BEPL. In (la) VdeX Lb PIATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC On VeN(LL) -0.21 59i >BB9 240 MT20 2"190 TCDL 10.0 Limbar DOL 1.25 BC 0.84 VartQL) -0.51 SS >419 180 Boa 0.0Rep Shwa lncr VES WB 0.84 HoUl 0.00 5 Na Na BGDL 10.0 Code F13C2014HU'l ] Mall Weighm] to FT=tN14 LUMBER. BRACIll TOP CHORD 2x4SPNo.2 TOPCHORD Structural waoa sheaMng directly aDWled or 2-11-15 m writ s, BOT CHORD 2W SP No.2 except and veNcels. WEBS 2x4 SP NO.3 BOTCHORD Rind ceiling directly armlet or 8-2-13 oc bradng. WEDGE MTek recammende that Stadlizers and required cross owing Left:2x4 SP No.3 be Installed during Muse arectbn,in aCCardam.Mtl4 StsbI112er may ellatlOn Oulde REACTIONS. (Iholae) 5=]1145-8,1=]11N5-8 Max Hou 1=110(LC 12) Max Uplift 5=261(LC 9),1=-177(LC 12) FORCES. (Ib)-Max Comp,Nu.Ten.-All fomes 250(Ib)or less except wren sMm, TOP CHORD 1-2_12M425,2-3=-11694445 BOTCHORD 1-8=-0YY116fi,5-8=3]9/8]6 WEBS 3-6=-0&405,3-5=-9]4/444 NOTES 1)Wil ASCE T-10;Vu11=130Ynph(3-secOnd gust)Vasd=101mph;TCDI-5.0peI;BCDLd.Opsl;hil B=45fli L24h;aeva>6;Cat. 11;Exp C;Encl.,GGp1=0.18;MW FRS(diractlonaq and"Edemal 0-0-0 to 300,Inlerlor(1)3C 010 Ell Ededmt2)8-0 0 to 12-2-15 nne;G C for mambere and forces&Mail for metronome shown;Lumber DOL=1.94 plate grip 001=160 2)Pra lde asocial drainage to prevent water ponding. 3)This buss has been designed far a 10A pat bottom MOM IIVe two memoxcunent with any Other live lmull 4)-This more has been designed for a live load.120.Opaf on the MOM chord in 0 areas where a wiange 38O hit by 200Wall Wit fit bahaen the bottom chord and any O Of members. 5)Provide mechanical conneolon(by others)of more to bearing plate spade of Withstanding 261 to uplift at loin 5 and 1n to uplift at joint 1. QW.1PNMaushrov13aEPOREUSE. Wkl Itt uwaYY VAA MbEIDcm¢clai.IMtleskm blwwl wYV ul»n psanatmsnown.aW lata m YMUNMM WMFgcomnwwnl.rwl a,gyytllmn Belpe w¢.IIw M41d4Cmure�nwl valM the"md%Ihl nt,kuihn Mo11¢ove�tll WOV�T.arcNMlcaladbbPevenl lv LwpdevY4]u]lnm WeUOtl/aclvOmemCaiaYY.MbMgI WnM%'oW FamannidNCMI ie adwaya repwedka pcGlhatllo Pewnlcdl4re MlhpoNlu�md4aEYoq P9eriYdxlMnfp pwatl pxblce.��dYxlfw �l IMtOMrt slake,delRaY.wacMMUglx of L�mesaMMmMi9nx5etleM/11110'RMYeNRLAaLdPaxI aCS 9410 Cd�pwa 6WG PF h. Y'tl yySly Mgmgbl m"WYe M1cm Inm FMb[MXNe.21e N.IBe3neel,x46312 Ne[axPla VA1$31<. Thal GL aces Job TwaTmea Type Ory Ply T11003,908 IVWTOA T21 Roof Special ,r1 RB1Brence(o tlonell BdMllg Command Suppty, JetlaoIMIN,FL-32256. 6.1105Apr13201]MITekIncurred,IbO Apr28 ylyL :2BROtTPage1 Iaz VWda.1d WVfixWVilzmCW-UgR9yiX_3peCl1Wbl(ORXSCZyiyM1gnlSmZGZAM.19gH 1]217 M l 8138 Se1ln ]-00 12100 al 17M i1 68 9 'A40 344'0 38'`+9 ]-00 a80 Il$B 1JD H-0 N-0 1J-0 L2R 1JL 168 5-00 <98 Oa1R 1-IL 0411 Scale•1 in8 y6— TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM,OR PROPERLY CONNECTED 11 14 16 PURLI ISASSPECIFIED. e 1e m 'an1z 11 file% a a 114 = 22 sre h10= 3 12 ! 15 I] 1 Rl f Brt Nb= zs 26 es 3]ded i 32 31 a0 de A 28 R] Ica- 110= eat II 7X/0 Iz5= lS= 3v5 a.e II /060 1]81 23410 2&&0 11 348-0 3953 ]a 1 4oa Bae moo Ida PIaUOfisazs(X41- I1:000,0-1-121,D:03gEdgej,I4:63d,Etlge],110:0-]-0,018],114:030,02-06118:06-0,69-eG 123:0.1-0,Edge].124:63-12,EtlgB],12]:0-R-12,01-8], (31'09-O 01411 Ed 1 LOADING(pall SPACING 2-00 CSL DEFL In (Loc) Vdell I PLATES GRIP TOLL 20.0 PIele Grip DOL 1.25 TC O.49 Ved(IL) -0.183235 > 240 MT20 244/190 TCDL 10.0 Lwlber DOL 1.25 BC 0.]6 Ven(FL) -0.50 32-35 x125 1117 BCLL 0.0 ' Rep Stress Ina YES W 3 0.94 HMz(TL1 0.03 1 ma Na BCDL 10.0 Code FBC201A?PI200] Metrix-MS Welpht 266117 FT=2oX LUMBER- BRACING TOP CHORD 2x4 SP No.2'Excopt' TOPCHORD SbucWral wootl shaazhlrg choort Wiffed or 4-101 oc PO . 3-19,19-24:2x6 SP NO.2 except end veM.11. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applloo or 49-11 wbradig. WEBS 2x4 SP No.3'Except- JOINTS 1 Brace at Jbid:10,19,13,5 1630:2x8 SP No 2 MITek recommerAs That Slablllzels entl regdretl crossbradng WEDGE be lolalletl tlutlng from erection, ccertlanca In awitll Stab111zer Left 2x45P NOS tall IJ 41M REACTIONS. (14slze) 2]=]19656,31=18 9( 0-5 9,1=5213/0-56 Max Horz 1=100(L011) Mex Uplift 2b520(LC 12),31=12W(LC 12),1=-59(LC 12) Mol Grav 27=719(LG 1).31=18913(LC 1),1=588(LC 21) FORCES. (Ib)-Max.Comp.IMax.Ton.-Al lomes250(M)orlale except wltenshown. TOP CHORD 1-2=961 23-4 W,3L--548rb,4-5=-69]/]Q S7=E97M.]-10=69]00, 1612=]3611105,12-13 Mier 105,13-15=-]36/1105,151]=]36]1105, 1]-19=43611105,1&21=-]26109],21-23=]281109],11524=54&932, 2425=1019(1226,25-28-126fl11391,z&27=6711890 BOT CHORD 132=-3&61313,31-32=-616569,3031=6246]3,293 -1144933,28-22-1424/1342 WEBS 232=-0482]3.10-32=159/1110,1631=1T/41503,16311-1])5]1361,1930=361224, 2430=459939,24-29=-39&338,2529-_43]132],2526=151/436,26-2�l46811331 NOTES 1)Unbalanced mof live ioa !lave bean considered forthis design. 2)Wind:ASCE]-10;Vult=130mph(3 second gust)Vasil=101mph;TCDL3.Opsf;BCDL=5.0pdb h=2511;B=4511,1-398;gave=5ft;Car 11;Exp C;End..GGN=0.18;MW FRS(dlredional)and C-C EAedorN)60.0 to 51181ntedor(1)3-113 to 39312 zone:ports right eNlosetl;G-G for members and forome 8 MFRS for reactions sMw6;Lumber D01=1.60 plata gdp D01-1.60 3)Pool adequate drairege to prevent water porting. 4)All platen are 2x4 MT20 unless dhereme Indicated. 5)This trues has bean designed for a 10.0 psf hodom chord live food non ommurent Win any other$am foetls 6)'The Mae has been designed for a live load of 20.Op1 on the Whom chOM in all areas wrom a recharge 380 OR by 2-0-0 Wide x411 fit be6reen th.bottom chord and any other members. ])Provide mechanical comedlon(by others)of trues to bearing plate capable of wthstanding 5200 uplift at joint 21,12891,uplift at jdnt 31 and 59 th uplift at joint 1. 8)Graphical pudin reprowenta0on does not depict the size or the odentanon M the pudin along the top andlor bodore hord. Awa.-.,m.pn --maau0NoomOe—wo wcaulle0—aOaFE--E Paha MV]IA m.IOarIDlsaewa — MdIWNfolmr,wyu Mi oo, cnrecbrs.Ra deeg,k Oadedy umnl'+x-.I-.-axe is fol on..bui cm Onner'ml cE�m Mlsn.Bemoone dorinU aUlw,musevallhmagpxedlFlyddmp,lvanelenagp%aIy MUIP'/ob IrE 63eand wro art odexpn.mmab-.NNaerorae.a�lumaremnuaa mwwna+uo.rnoralrenlmnaN.aeumm l®nw�rmoPxma+m eaan �(• a Wg51aP�ad Mset�IYUM bpelaticM4xs l.BhrrOWaCdvaM haayutl Pug9ly Mnoae.fa(g�'atl PNu�ra lNaS9 ble IdxknMn Ywroe.deNaY.ereclkmagtta:NIXMmaad EwMlellM1seeMN/INI Oud1Y G1F�h OL19 sA%NMMgaunPulwl BeOI PeM1eEw P.Ma lyll]ygdpyy,mvytl]Bapn ME Mle MMe.21a N.IBe3ace1.5J6312NeuuUfxb VARZIII. Te,GL 3410 Job Trude Tess Type Ory Pry ma 907! 122BOTOA T22 Roof Special 1 ,ho1 2017 7hea Income. nco all Building Component Suppry, JacksolMlle,FL 32256, 811o4Apr 13201]MTmk IljnWg3MS dApr 2014:MPgOD0gEMOt ID:?Kts12maFL?cdVBwJVViImICW-p9uneelnWpJMSKJdIAlctl1]WIGPgtl011gEhM9gF 880 1338 1&108 26-54 ffib0 3650 saeN=1rea4 4 08% 17 10 3A I 3 5 &6= aria Zol\\ 2 6 ] 18 9 j61 12 11 20 21 10 8 8 T8- h5= "M0= a5= ads 11 414= me !I b1614 1]dd 26312 9AB8 I 3658 6161/ b66 BYB 654 600 Plate Obeale lXY)- 11:0.30 Edgar.11:0-0-00.1-121 (4:03-062-BI IB:0.2-126141110:0.312 Etl0e1 LOA4MNG(psi) SPACING 240 CSL OEFL In giro VOM/ LM PLATES GRIP TOLL 20.0 PWe Gdp DOL 1.25 TC 084 Vedi 0.2710-it >9]8 240 W20 244/190 TCDL 10.0 LumberDOL 1.25 BC 0.62 Valli -0.3810-11 >730 180 BCL 0.0 ' Rep Stress Incr YES WB 0.91 Hi0.02 1 n is we BCDL 10.0 Come FBC2014?PI2007 Mahix-MS WBIgi 202 to F7=2096 LUMBER- BRACING TOP CHORD 2s4SPN0.2 TOP CHORD Structural wood something dlredry applied or488 od purlins, BOTCHORD 2x45PNo.2 except and verbdale WEBS 2x45P No.3 BOTCHORD Rigid calling cloodfly applle0 or 5-5-13 od bracing. WEDGE WEBS 1Raw at ni 411,4-10 Left:2x4 SP No3 MITek r.....as that Stablllzers and required cross bredlp be Installed dur N truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (INsize) e--631Poae,t2t1454,t1=2093/0-54 Mex Harz 1=104(LC 11) Max Uplift 8=-416(LC 12),1=-34(LC 12),11=989(LC 12) Max Gmv M79(LG 22),l3 (LC 21),11=2o93(LC 1) FORCES. (lb)-Max.CompAom,.Ten.-All forces 250(Ib)or lass except Man shown. TOP CHORD 1-2=489/0,2-3=-515/1 W,34=2641923,4-5=-S2Bai 58=601/569,64=4098995, 7-8=-8161519 BOTCHORD 1-12=11021,11-12=3T 2,1011=-00111affi 9-10=-1004/1114 WEBS 2-12=43]Y2]9,612=-1438983-11=-810/344,411=-139Y1001,4-1P-01041115], Sip_-439202,&10=859/580,8-9=-2981184.]A=101 fl11118 NOTES 1)UMalalwed root Ilve loads have been consldered for this design, 2)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101 mph;TCDL-5.0psi;BCDL-50psi;fe210,511;L=3911;Semi Cat. Il;Exp C;Enci.,GCIFi 18;MW FRS(dimrAwrei)and C-C Ex9eaoR2)OA0 to 3116,INmnorp)3-116 to 19-108,ExNh0r(2) 19-10.8 t0 23 9-14,Intermit)32-9-0 to 39342 zone;parch i ismosi for members aho forces&MFRS for re80tldns shorn;Lumber DOL-1.60 plate grip D0L=180 3)Provide adequate drainage to prevent water ponding. 4)This thss has been designed Ior a 100 psi bottom chord live load nonconcunent xiM any other live Ideas. 5)•This truss has been 0esignea for a live Toed of 20.0off on the bosom Mord in all area Wrens a rectangle 3frO tell by 2,0C Wide vall lit between the bottom chm!aM any other members,with BCDL=10Dpsi. e)Pic i0e mechanical connection(by oMers)ofmove to bearing plate debate of wimsmading 416 to uplift at joint B,341D will at jdnt 1 and 989 lb uplift al loint 11. Q WAIrNWa-smarda�ynpnme1-m4 a....PV nor 1.AVCLWEO NIrER Prod AN[E PAnEMb A]Jree I.16aEfOPE YSE RWat WtlMu¢onY wIT Mlek9axreckxs.lM�dpn a McaO cdY4%�'�WcoolcxAown.uW hlw m FtlIWLtl IxiWYpdompxxml.wi In$tytlem.�Iae wr,IM W WI Jdeswlel mini veON 11w gLJlcalllN olhitlpl{vamaienad PIXIoiIY 4vxgr lu IMde{f,Flo Il,euvelJl WtlgtKyjn. aaclplvlDaldblo peL¢M WCWIg o1WM].W MmweDm]/acicld memDena4y.adQM1+M iem0.YW WJ Cenna'aatla Jp M e tWmys lopleO MiMLilYmdb Welenl WkMwXhpmdle Wwde0lYutl Wc{1Y WnWe.kx Pe1¢Itl pYhice ldNde9 fie p]vralbl 5laape.Q34ay,elecmaadbmamdml®eaaelaamlaa�l ureAllL/IPIICWIy G16e1G.ONa9 vgBCL&ilq Conpwrwi mW PeM EegBM. SWlyabmdpn irvdpdel,on 1„npob YWkde,RIB N.Im allenl,eulle]IR.PleraWM VAR1314. Ter,e,e,GL]M10 Job huss Thisal Type Oly PIY 711003808 1228UT0A T23 Roof Spinel '.bb Reference I dell Sold,Component Supply. JeGvamrille,R-92266, BIIOS"132017MITek IMueMee,IM Fn APr2B1424:31201] Pa9e1 8312 ID:1.i-n iJT FL'b 1RiImICW-HEV ,kPH_BD3111l1GSM85g2Gv_ABBUIS%LDMRA99E BSB 1339 1&10E 2 36P0 30.1149 9P58 &3A b5A 48-0 LBO Scale N 886 4m 12 al 4 WB L 1B 19 yq u 3 _ 6X6 2W II Sea o 9 4x6= B n d 1 13 I2 21 22 11 10 B wh10= 46= IX$_ T8 II 610.14 1]dd x6312 308-0 '3458 61014 &BB 6]A b5d 888 Plat 0Mse6( Y)- 11 0.30 Etlgel 11'0-0-00.1- 21 I '0.3D 0281 18030 2- 21 111"0.412 Etl I LOADMIO h q SPACNIG 2-00 CSI. OEiL. In (hoc) "'sW PUTES CAMP TOLL No Pleb Grip DOL 1.25 TC 0.61 Vee(LL) 02811-12 >W 240 W20 241/190 TCDL 10.0 Lumber DOL 1.25 BC O.fi4 VBe(TL) -0.40 9-10 x848 180 BOLL O.0Rep Stress Inc, YES WE 0.88 Horz(TL) 0.02 1 Ns Ne BCDL 10.0 Coca FB02014711200] MCMx-MS Weight:20]15 FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo2 TOPCHORD ShrucluM vpo0 sheathing directly applied or 5-313 ob puMlrb, SOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP Ni SOT CHORD Rlgld selling 0irectly appied or 5-]-1l oc bracing. WEDGE WEBS 1Row at mldpt 4-12,4-11 Lail:2x4 SP No.3 -Tek recommends Mat Stablli--and requlled does bradhig be meMl'ad during Muss erectbn,in accordance WDM StA izer Installation gold, . REACTIONS. (Iblsize) 9=65W 50 8,1=45NO5-8,12=2032/0.5-8 Max Horz 1=123(LC12) Max Uplift 9=435(LC 12),1=-W(LC 12),12=951(LC 12) Max G.9=]10(LC 22),131 71LC 21),12=2032g-C 1) FORCES. gb)-Max.Comp.AAax.Ten.-All forces 2500b)or 1.excOat when shown. TOPCHORD i-2=82]20,23=-5539,94-385/821,4-5=881O23,SE=841/821,&]=-99393.9 BOTCHORD 1-13=-88/l5],12-13=-28&233,11-12=32&1]0,1011=93488],9-1 $15918 WEBS 2-13=-1342nd,3-13=-13&809,312=808841,4-12-1336'913,411=40hU111], 511=-30]253,511=-531/483,]-10=413I3.A,]-9=861/M2 NOTES, 1)UNaisrlced roof INe bails have been wn$idemd forthls de$Ign. 2)WIN:ASCE 7-10;VUIt=130mph(3 second gust)VaM=101mph;TCDL=5.Ops1;BCDL3.Opsf;1145X;B7 611;L=39M;eave3R Cat. II;Eli End.,GCp3.18;MWFRS(d ractlonah antl C-C Eldedor(2)0.0.0 t0 3-1148,Infedor(f)3-11-8 to 1910.8,ENedoh(21 19-10E to 23 9-14,ImeNor(1)30.8-D to 393-12 zwe;porch right exaosed;CL for members and fomes 8 MWFRS for eactions shorn;Lumber DOL=1.60 plate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)This truss has been assigned for a 10.0 pet bottom chord live load nonconourrem Win any other live bails. 5)-This this$has been designed for a fee bail of 200psf on the bMtom chord In all areas where a rectangle 3-6-0 tall by 2-o 0 voile oil lit Wheaten the bottom chord and airy other membem,With BCDL=f 0ippsl. 6)Pwede mabl apical connection(by omebl of those to heading plate capable of withstand9g 43515 upfl9 at joint 9,5315 uplift dijoint 1 and 951 b uplift at joint 12. �W4aNNe VMIy4WenrymlWOiNBF4e HOIE$g11a61Na W[LYOEe MIOII)e m.I6Oe"NHEYEE pc5pn ' xw6rcmwycrloars IlJcaizJmkWMo'IYW*�I� v-fionv-nloxdnmUefong nln,darn eve -usm,thwbdrIndcwnF�*+�nl.rot mutYalry lreq�MCWINo1EmYa�ixllul,olw[agw4'ellvklcolPttol3nsdmnnm11'e ovwdl Ixldgueelx. Ww]gllxLelNbbr.p...+llawtrreaw.+aam®oY.mmn/olaloamWmnld+r.e�wlwa1W11r�wamvemlaWmuml,a �(• et4wgslepledkn rltCYXYUM10 PeVodicrlq wRn FcaY1e1M1wvxtr4ryadpq%MMna9e.fwgwadgklalce lea,Qp Mb MelpuYe EY 9W. {YMIMI.IIacpo.delNely.aaclbn WlxmJp of LlmzamJ 111man1enlf.nreErlL/1N101>tl'/GMWIo.bMd9mGlUI&MgCNroeluN Tanea,R=10 $tlMY IIMIMXM avd9le trdn III>a FMa Y V MIIe.RIB N.lea SIIw1.9119 312 Nsmvllll VARR]II. Job Trust Trus Type Oy Ply 003060 12280TOA T24 Pool Specid 1 1 P Job Deference (ad BMIOIrq Component SliyJacksonville.F -32258, 8.11063 duswne e, Fri424:32201] Pagel Ip.?qWtlmeFL?cVwWilmW-IR3W9MlUMeTBq9GNhINMLWw1MYMB9D 680 1934 t&tOd 203-12 2890 33ttd 3P6-0 880 6]0 810 854 2-Sd S2d Sfid ygle=1,68A a.0q 1z 6x6= 4 69% 18 19 MI' ax5= 6 ] 0 bA \ 20 2 1] a i3 12 21 22 11 10 a 4w5_ 16 ]ve 7n0 4z10- 3611 2a 'I 17 91P14 & 26812 33118 3959 91P14 ~ P8 BZB Y]-12 S80 Plat OIIseU IXV)- 1 0 Etl I I ' d30. -12L 14'0.30 0281 19'02-12 0181 LOADING(pest) SPACING 2-b0 C81. 111 In floc) Went Utl PLATES GRIP TCU- 20.0 Plele Gtlp DOL t25 TC 0.61 Ved(U-) 0.2311-12 x999 240 wn 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.64 VOMIT-) -0.3211-12 x814 180 BOLL 0.0 ' Pep Sires Ina VES W I 0.88 H.(TL) 0.02 . 1 We rye BCDL 10.0 Go tle FBG201NTPI20W Matrix-MS Www 2111b FT=2056 LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPGHORD Structural wood sh Nng directly appellant or 5-18 ab poplins, BOT CHORD 2x4 SP No.2 except and veMcals. WEBS 2x4SP.3BOTGHORD Rigid calling directly entered!or 9-03 of,bradlg. WEDGE WEBS 1 Am at midpt 412.4-11 Left'.2x4 SP No.3 MTek recommends Thai Stabilizers and requiretl close bracing be InstNletl tludng loos amdbn,In meardenas Mth StaNlizar Iretalletlon alae. REACTIONS. (14size) a= 8,1=462/05-8,12=201 A�O58 Max Harz 1=151MC151(LC 1 Max Uplift 9=7448( 9),),1=54(LC 12),12-9M(LC 12) Mex Gmv 9-_]181LC 221.1=520(LC 21),12=2019(-6 1) FORCES. gb) Mex Comp.Mtax.Ten. All forces 250 gb)or leas except when shown. TOP CHORD 1-2=83723,23=-583/0.34=394 .45=897R33.5834/639,6-]=-]4& , ]8=-]4&690,8- 872/595 BOT CHORD 1-11-11&966,11-12-304137,10-11-741 fired WEBS 2-13=-033,2]5,3-13=-140,690,312=-BOV342.412--1324/948,4-11=1094111], 511=-MWW,6-11=369289,]-10=8]1230,8-10=83590] NOTES, 1)Unbalanced mot live bents have been considered for this design. 2)Wird.ASCE]-10;Vult=1 Wmph(3deccod gust)Val of mph;TCDL-S.Opsf;BCDIaS.opsl;h=25ti;8=4511;Lo t eare=SR CaL Il;Exp C;End.,GCp1=0.18;MW FRS(5rect,onal)and C-C Ederior(2)OAO to 311-9,Interbr(1)31181019-108,Ederiorj2) 111,108 to 23-914,InledoPl)28-"to 39-312 zor%porch right exposed;GC for members and forces 8 MFRS for madlons an.;Lumber DOL=1.60 plate grip DOL-1.60 3)Provide entente drainage to prevent water pending. 4)The Wes has been designed for a 100 pal bottom chord live load nonconcurrenl with any other live loads. 5)-This truss has been doegned fora live lead d 20.opst on the bomm chord in ape areas whom a rectangle 3-60 tall by 2-0-0 w re will It between the fiction,chord and any other members,with BCOL=10.Opsf. 6)Proved,mechanical connedlon(by others)d Wes to having plate copade of wltMlanding 4 to uplift at joint 9,541b uplift at joint 1 end 9,1,1 to uplift al joint 12. Q wo.-Wney alwen Pis.win AE4P Xa aw GWe YIa wcUaraU MIEN vEFE ...EYV11Am.1aaYdl/S6EFOPE UEE �Ypr 1pla Weo Y'^IT MINSs«recMs.RlSdee�x u4Y un*'+n oo,in s swan.aur a nor mlM.WMXq co,—r rwl nowwykm telae IredWrp Osx9lrer mr6l WrlNlrre(MICUMINdde9gr pUranetera«grxalwrlrincpp-.raR ntde4yr nlolMov«al �aagn. aarrd'nraeandaro wev«n�wredwrn4dra lrawweoad/«eN.am«nNar.mr.Mm4aul temP«ar aw p«rnamlhxM MIT@k aawap rannae wiYtYlraulwwww«J oralmavmmlbw✓Dlep«dxux rarrard mwaav awnae. r«e«w.a aruawarwaaare x.. rmmm�n«a9e,dawawer«:wn adda[lpd18 N.me less WW31Zfe4M61/ VA M CMxb.09ad9ogeCL Btlr9COrro6aare 9W Pe Me EeiafW 9yNylrwmMon m*1tlW Iran lrrE PUb FeMM0a Y18NLee Street.SJb312 NemNq VR't2d19. ierrfw,GL ]a51 Job T. Tlass Type at' RY 711003910 1MWTOA T25 Rod Spedel I 1 Job Rel lagoons) BYI4Ng Component Supply. JxiMarlWlle,FL-92258, 9.1106Apr 13201lndoebiea fro. Fb Apr 261424:33201] Page! edduGg ID.?KVLNdme0.?cMOwJVYIxmC W-EdtluCgmpMRwIo2NOticcE WwJ]IbW c2TBvggl(r,b,19pC 8& 2560 2889 33LB 9S9D 5612 ~ S11d 29-0 480 &aL 439 1]A 04e 6rele=f St 4.s o ? mmo23 sx12_ y4 II 8R= 4.W 12 3 4 p n ass i 2 a d I F4. 11 10 9 Ips II NI4 MFIDHS= iY= 4Li= 16 16 14 Ads= 46= w 1 ins 11 6P12 1240 1490 19-00 2560 2&ea 3894 8412 S11J X. 4E0 899 436 3119 Plate O6wt5lXY)-- 11:0480.19).13:058.0.2-01.18:0-2-0,0-2-01.[/U-z-0,0-2-0),10:0242,0-tA],19:0.2d,0-z-0],112:0.28,00.8],113O38,O2J1,114:0-28.09-41, [1410-2-8.0-2 01 LOADING(pad SPACING 280 CSI. OEPL. In (Ix) Vtlell Ib PLATES GRIP TCLL 20.0 SP Grip DOL 1.25 TO 0.91 Ved(LL1 0.5011-12 ate] 240 MT20 2461190 TCDL 10.0 Lumber DOL 1.25 BC 0.9] Ved(TL) -1.2011-12 a33] 100 MT20H5 187/143 .CLL 0.0 ' Rep Stress Inc, YES WB 0.68 HNa(TL) 0.33 8 Ne Na BCDL 10.0 C, FBC2014RPI200] Maub-MS Weight 1901b Fi=20% LUMBER - BRACING TOPCHORD 214 SP SS'ExcapP TOPCHORD Slmdural wootl shealMlg directly applied except and veNlcals. 5-7:2x4 SP Nat BOTCHORD Rlgd calling dlredly applied or 2-2-0x bradng. BUT CHORD 2x4 SP No l'Except' JOINTS 1 Brace N Just 13 12-14:2x4 SP Nc.3,8-11:2x4$P Not MITek racommancs that Stabilisers and required class bradng WEBS 2x4 SP NO3'Excei be Installed durN truss ewbon,In accordance will,Stabilloar 13-16.6-10:2x4 SP No.2 Imtallation Nfids. WEDGE Left:2x4 SP No.3 REACTIONS. QNeia) 1=1348/0.58,8=134MSS MaxHoc, 1=2]5(LC 12) ax MUplift 1=325(-C 12),8=MILD 12) FORCES. (Ib)-Max.Comp.0lm.Ton.-All IOFass 250(b)or less except wflan shovm. TOPCHORD 1-2=31]3/850,2-3=481611449,3.4=503&1525,45=501611508,5{=3]81/1048, e-]=13]1/401,]-8-1305/4]6 BOTCHORD 1-18=902012938,12-13=4481/446],fl92=-155W463],10-11=-1125/36]], &10=40]/1261 WEBS 2 1 6=8]3139$3-13=-241/1022,4-11=454/269.3-11=-1 561437,5-11-63211 51 0=-193 6186],13-16=-99228118,2-13-51&15]9,8-9=-155W562,7-9=6812054, 6-10=-9131306] NOTES- 1)Wlnd:ASCE 7-10;VWt=130mph(&second gust)Vei 01mphp TCDLs.0pd;BCDLdOpsf;=258;8=158;L=2411;eave=Ilt;Cat. ll;E1p O;End.,GCpI4.18;MWFRS(drec6ona0 and C-C ExN0o,(2)0-0 0 to 30.0,Intiou.n )3.0-0 Is 33-74 zo wC C for members and forces 8 MW FRS for radion shown;Lumber D0I-1.60 plate gill,D0Ia1.60 2)Pro"adequate damage to prevent wrier Ponding. 3)All plate3 ere MT20 planes uMess olhemue,I dkated. 4)This truss hes been designed for a 10.0 pd Whom Mold live load nonmrcunent Will any other live tootle. 5)'This tons has been designed for a live load of Mood on file bottom chord in all atom Mass a rectangle 360 all by2-IYO wide W,fit between the bo8om Mold and any other members. 6)Provide mechanical wr o Etion(by dhem)d trues to bearing plate capable of withstanding tots to uphill M joint 1 and 382 to uplift at joint 6. QWARNWa.WrIryTMpn pn/mwu*=n4 aU.D OM E30NiN6 ANO-LUDED 7I 'Ra':RANOEP fa Mr Aflne Ia6 .SI fvEFORE U3E. hre WMIwun wYY Maek&conrve„raS.IMJa41n abseJ WVolwnr�aanele¢sl,own.aNalwmYVMUMM WitlF mmeuienl.ser ewvolem.solum .Rw usiongconev"musty MyllagXllcWMo111eYeapr,Rxamuar".wo[env,iv,-mm Rkxr¢i Flo rlreoverMl WtlrUOab' LBui�GFAMIetlkbPevenl d„�IL9MIr,dM]W l�webaM/w cR tlmemCaS CNY. Pdylbrl mMP`vNv.Ce-.b Aryl Monk: 6tlum141epAetlkA skGMa'd to Plava4cdQ.ce wIT W�+leeemtlLWaYWpWaM6all[pa.kx Wrgltl p4>,cbre9adp Fe aBOf Vn6FVI eve . mue"'o"d a"ddNYY VTZ1Jl4 .�eclbnmd b¢Yp ollnela[agln®q[lemi'eM1L4/M101h�14rla,aaa'6>ari4 aC9r4i1tiYeaTur�N Ism.FL]3510 5rI11x YYmndul a.Htb Yan biH%UW IMMIIe.21e N.Lee sweet e16312 NewWp . Job Trust Truce Type Ory Ry moo39n t2280TOA T28 Roof SpeciN 1 1 Jab Re aerce foil moll 8u1Gr19 Continued Supply. Jeck4onvilla,FL-32258, 8.V1 Vilr1 W.AUfd lnCW6B,Irc. Fl gOXH424:3620RWMW ID:4KVUUdmaFLio]VBwJVVIImICW�AgMLmvKChlYSBmVIm4JYtgO%HO3yVUNBJRwW19gR 14D9 18J010-1D8 2]i�0 31aa a-49a94a 41a I aso 1 4aa zad F 4za s]a ave MIMM Scel.-1S0.4 m7 ] ]ion h4 0112= add F12 4 5 46 a 3 6. 4 I$ 7p] 46 II 13 12 q/ j 1 4 y4 JB ]a14MRO6=H 66= 9 31611 34 11 21492W= 0I 1 0 B 18 a,s= zx4 1I me= a4 u N10= 4.10-a Sao 1439 t63o zo-1oa z]co 3taa aa-90 4-10-o aao 4-90 1 260 44a 9]a arta zee Plate OBaels(XY)- [1:0.3QEdge1.11:O0-0,0-1d],(3:0-2-12,42-0],IS:6>i,63-0],I]:0.t-12,Etlge],[12:0-2A,O2-B�,�14:P2-8,0-08],(15:035,0.2-0I,118:0.2-0,OPO], I2P0-2-00.2-121 LOADING(psi) SPAgNG 2200 CSI.CSI. DEF-. n goc) Utlefl Ud PLATES GMP TOLL 20.0 Plate Grip DOL 1.25 TC 0.86 Verl(LL) 0.52 18 >]M 240 W20 2441M TCDL 10.0 lunDer DOL 1.25 BC 0.95 Verl(R) -1.22 18 >332 180 W201-IS 18]/143 BOLL 0.0 ' Rap Strew Incr YES WB 0.89 HI 044 8 We We BCDL 10.0 Code FBC201ATPI20W Matlix-MB Weight:1%lb FT-20% LUMBER- BRACING TOPCHORD 2W SP No.2'Excep4 TOPCHORD Structural tl sheatMnxtw g diredly applied, apl earl verlices. 46:20 SP BE.6-7:2x4 SP No.1 BOTCHORD RgldwilingdlrecgyappiMor4-115mbradng, Except: BOT CHORD ZW SP Nn2'Except' 1030ac bracing:l]-19 1-18:914 SP BE.14-18,911:2x4 SP NO.3,13-15:2x4 SP No.1 MiTek recommends that Stabilfrom and required cross beading WEBS 2W SP No.3'E=wt- ba hlstalletl tlutlng bleu erection,In acomdance Wm Stablllaer ]-12:916 SP Nn2,15-20:2x4 SP NO.2 Inatallafion uitle. WEDGE Loft:2W SP No.3 REACTIONS QGsl2e) 8=134]/038,1=1349/65-8 Max Hora 1=2]5(LC 12) Max Uplift 8=881(LC 12),1=321(-C 12) FORCES. (Ib)-Mex.Camp./Max.Ten.-Alllocs2W(lb)orleesexceptahenchobn. TOP CHORD 1-2-3151] .2-3=-290flO88,3i=53641647,4-5=-0830/1479,54--083WAS), 6-]-335]R31,8-l0=--1313r428,7-10-12M439 BOTCHORD 1-21=-10 5 0.25 3 9.20-21=-10 5 42 9 3 9,4-15=3]4/1423,189]=-214511, 14-15=1415/4433.13-11--1630/4942,12-13=9190 WEBS 320=-1425/533,5-13=-9414283,&13=ISBdt895,e-12=-21131/M9,7-12-115]/3]94, 1520-974/2962,315=-]56232] NOTED 1)Wind:ASCE 7-10;Vult=130raW(3-,; cOM quit)Vasil=101mph;TCDL=5.0ps1;BCD".Opal;h=2511;8-,158;L=3411;save=aV;Cat. II;EV C;End.,GCpiI MFRS dinalionat)and C-C ENellor(2)080 to 3 48,Inmrodl)34 810334-4 mnaC-C for members ands forces&MFRS for reacbons shown;Lumber DOL=1.60 plate gllp DOL-1.60 2)Provide adequate drainage to prevent ander binding. 3)At plates are MT20 plates unless otheraias Indicated. 4)The Vuse has been designed for a 10.0 pat Whom chord III load noac unent Win any other live loads. 5)'TMs truse has been designed for alive load of 20.Opsf on Ne boflom chord In all areas where a rectangle 3-6-0 tall by 2-041 race bill III ho9been he boft.Mont and any other members. 6)PwIce mechanical cmnecdion(by Mhers)of truss to healing plate capable of Wthedading 381 Ib uplift at joint 8 and 321 Ib uplift at joint 1. A /ion.-a-ra-e9nprmmxnxuMaEIONOIESIXII AWM'LLeeEOMIIEI(aaFB EPIOENY]4Am.lO0.YMI5eEE .fl , N$In vdNld,.uoN4 M1T MIIeAmcmretlom.111btl.Nln kdslf cNY4bl1 Wanele¢5aown.mlhlwmMlNtlueM[uYYlg cwnru.enL m1 a111w Mian.9elwe Im.IM Wtlhg Ce431n mINY My Me aRxkdilly oltl.a{.�r�.olnelaiaM gopeaY hcaR ob II'EMLLanlnb IM owmil IVIdp daLL}I 9acYpllvh'ale[I abpeveni M`YxpollxhlY]Msueb W/q cdptlmembaiaYY.M]rwW @mpxayUglMaQ,eniha Jp Yt1Wgs1e3Yed Mslm'W/aMto pev.Ncd¢m Mlnpcnlle Vaaxv144xYavJq�llYdrl[q., lapAladgtl xa lepMpM .alaW.tl.IN.ry.xecbnaN dmJlp of Mlnsamtl MaaYeldni HMXWMIGWfl C1Yxb,pB4HmIBLS1'1.4�19e.nVWa19 BW4PW EW aLJ. Sd.lYllYwnMan w31ie flan I11s IMR MMae.R19 N.lee Street 91p 312 N.mtl11o.VRYYJ l4. T.�Y,FL 3Y10 Job Truss Truss TypeON Ply Ttt M3912 UKgOTOA T27 RMI Swerl 1 til Job Raftensum mica ) BUIIdillg Compmn[SUFpN. JaeksMville,FL 32258, 8.1105 Apr13M17selea IMUsenemlIG Fn Aprzd14:M:3b20If Pagel ID:?NVL "FL9odV8wJVilE WSCIigMY6WpWAF.p?Ws6YpuwlpWndbo2SJEMgg9 2980 Jld-0 334d39S9 419-0 F <d-0 480 1-0-0 6e4 6W 1114 PH Scale=110.4 56 0 are n1b= 3 4.00 F12 5 p 26 46 S 3 .11 aim o a 25 2 0 5 14 13 a 1] wo= 56= 10 ys II 1 rk I$ &,a= 21 20 18 �= 4n2= TVx10.0 e60 1430 1534 . zz.PO 29-6.0 a1d8 '.9A0 H2 as0 ae0 2Uo Bb0 49-0 plate Ofteda KYH- 11:00-00-1-8115:44-0O2811]:0+*R GMu1 8'0-1- ?Ed p 1116'038 Edpel @0'42-12 D2-01 IAADIHG(psi) SPACING 2-40 CSL DEFL. M (IM) Weft tW PLATES 01119- TCIL 20.0 Plate Grip DOL 1.25 TC 100 ViadU-) 0.4814-15 ae6) 260 MT20 2"190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 VBn(TL) -1.1] 14-15 x344 180 BOLL 0.0 ' Rap Stress beer YES WE 0.95 Hom(TL) 0.34 9 Na Ne SOUL 10.0 Code FBC201NTPI200] Matrix-MS Weight 194III FT=20% LUMBER- - BRACING TOPCHORD 2e4 SP No.2 TOPCHORD S1Ndural efooC sheathing clox"applied, exceplWM vedlcas. BOT CHORD 2x4 SP No.?-Excspt' BOTOHORD Rigid calling dlrMlly applied or 540 Ga bradng. 1-19:2x4 SP SS,x19,15-1),10-12:20 SP No.3,14-16:2x4 SP Na.1 WTA,recommends that Shmilias.and ragulladmboring aring WEBS 2x4 SP No.3'Excapt' beinfialledl during truss ereclim,inaccoolanM Mtn Sulfili,mr 1620:2x4 SP No.2 nsWlle'm gultle WEDGE Left:2wt SP No.3 REACTIONS. IIbaize) 1=13481058.9=1343/43-8 Mex Harz 1=2)5(LC 12) Max Uplift 1=325(1-C 12).9-Ml ft-C 12) FORCES. (Ib)-Max.Com dVas.Ten.-AIII,me.250(Ib)orlessrmmdvh..hrvm. TOPCHORD 1-2=3093/825,23=289fl/)80,3-0=5036M1 530,4-5=-502&1540,5E=-34PL10TI, 8-)1=-10110)),,20-210WI 411 136=-11, W77.1291430 13.1-11-1110 1-21=-1014268],2421=-101828]0,1518=-1134/38]),16-15=-12)fl13825, 13-16-5211689 WEBS 320-_-134M501,8-14=465 ]4-16,4798],]-13=-1882/1113,613=T/12490, 1420A9M3081,318=85&202),5-16=-4]311 Y28,5-14=-38G169 NOTES 1)Wind ASCE)-10;VUIt=130mph(3-se0aod gust)Vasd=101mph;TCDL=Sd m;BW L=S.Ops1:N=25ft;B=45X;L=3411;eave,Ift;Cat. IC Exp C;End.,GCpb.18;MFRS(dined.nag and C-C Esmdor(2)000 to 34-e,Intellohl)34-8 to 33-74]dW;0-C for members and tomes 8 MFRS for minglor a shovm;Lumbar DOL=1.60 plate grip DOL=1.80 2)Provide adequate drernage to prevent YWler ponding. 3)All plates are 20 MT20 unless dhe,nese indicamc. 4)Thls truss has bean designed for a 10 0 psi boftom drool live load noncowurrent Win another live loads. 5)'This than hes been designed for a live two of 20.0ps1 on the hGWm drool In all areas sheers a rodangle 380 ted]by 2-O0 side Wil fit behaven the bottom dnrd and any other members. 6)Provide mechanical MnneGlon(by dhsist G truss to bearing plate capable of Mlhsfandilg 3251E uplift at joint 1 and 381 Ib uplift a1 loin 9. AL WaRNWL VUNy Cupn pnmNxv enC PEIP NOIR ON 1X6 dNa tlKt UOEO MIIEx aEFERIHCEYIGE M\)IArer.IP9YNI5 aEFORE USE Nrti m>Ntl rw uve nNYMT WldiPanFa:b¢IMJeslgn kdra]mYYupm{nanelers Lwwrtmtllslor m IrcNNIXwI dltley mmlwnnl.rot x .peldeme.fi¢t4'dq��mW vallylra a[IitWlly oldeYT WimierenaVJ popNlY e�dV+rUle lnbdea�r Wlelrnovddl rre19rv1, ,Y�rt BWglgcaletlalo pause[ucYlgo11vN411MmweOm]/dcMtlmemM�a MY-�✓J lempaaY Wl�rrvanl baclrq Iw' YsreWM baktlllYmd bpevenl dMgarr Min PaV.ie WdvEeOEY atlgopdrYdm�e, fa Wrimf 9J<lu2e re]od•G Ts kMkdM tlaML MFaY.aeCMnm]dacNdOu6ssaW me<aSsleaW w&VILTII OIMM GMeM.pLd9YOKSI1UllTGOeraVeMn1 Wel inY FYOIA. IdNY Illumdon TVYblenan lw IkY tReede.RIBN.I�SIRal.9lk]12 NeaagM VPRR311. TeiWe,ft]aJ Job Tliss Truce Type Ory Ty T11C03919 12280TOA TR Rool Sparct I 1 Job Referee Ingle tr Building Component Suppty. Jmksomille,R-32256, 8.110 ilt3201]MITek lndlstriOP, dFd AprBENnngSXPeel ID:71WtnldrreFe-a-e ewJVViIxmCW40sP21pPagvNOPtBdpY0M41FKxN%lGngSo%I]M9ge 41oa '� +ao 1 seo 1 zoo 1. taPo 1 zaeo 1 sss.a 1 r�oe waw Smile=1 EOA 490 P2 SIp= 700= e e a 4 , me; 4 3 a 4"0 3 m z 1z 'm Z mfol4 13 d a = 1 $ 4x5a = h10= 10 3rb 11 .10 11 10 1] 16 g— .12— MD two leas zsaa alaoaseo 4too 4ea sea 1 zoo t4a 1 wa lea zoo Plate OXsam - 1.0000-14 5.01002E .ORAE a 8.0.25Etle 8:0.212At8, 15:0340.24 1]:0.2-80@-0 LOADING(psi) SPACING- 2-DOCSI. DEFL In (I¢) VCsfl Ud PLATES GRIP TCU- 20.0 Plate Cap DOL 1-25 TC aTI Vill 0.43 18 >946 240 LR20 244190 TCDL 10.0 Wmber DOL 1.25BC 0.91 Vel -0.99 18 >409 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.93 Horx(R) 0.34 9 Na No BCDL 10.0 Cad, FBC2014fTP12007 stairwell Wal 2011b FT=20% LUMBER- BRACING TOP CHORD 2%4SPNo2 TOPCHORD Structural weotl sheathing directly applied or 2-2-0 do pudlrs, BOTCHORD 2x4 SP No2'Except' BOT CHORD RlgldcelNngtlhec0yaxglledor6 oatearing. Except 1-16:2x4 SP SS,416,20-21,10-12:2x4 SP No3,13-15:2x4 SP No.1 411-0 m,bracing:14-15 WEBS 2%4 SP No3'Eal r All recommends that Stabilizers enFerefuired crossbmdW 15-17:2x4 SP Not ba s installed during teens erection,In accordance Win Slabluser WEDGE Irstalla'on guide Left 20 SP Nos REACTIONS. (INaize) 1=134885-8,9=1343/036 Merz Herz 1=275(LC 12) Max Uplift 1=J25(LC 12),9=38l(LC 12) FORCES. QD)-Mex Com,fiva%.Ten, Alffmces250(Ib)orlmaddrosplammalwwn. TOP CHORD 1-2=308&1820,2-3=4891 3-0—532dil642,4-5=3311/1020,5E=-2525/x90. 07=-2525090 BOTCHORD 1-18=-1011Y28]4,1]-18=-1011/28]4,4-15=448/1512,14-15=-1669/5040, 1314=-1033/3161,12-13-248[l 11-12-242/004 WEBS 317=-1424/545,4-14=-2205046,5-14-267/1WQ 5-13=-]20/230,8-13=-0592TJ, 011=-13281464,15-1]_104113130,315=7632282,7-t(GA5811979,]-11=-1544/490 NOTES 1)Unbalanced roof live loads have been considered for this deal 2)Wind ASCE 7-10;Vult=130mph(Forton gust)Vastl=101 mph;TCDL=S.Opsb BCD[-5.0pst h=25X;B-45B;L=34X;eave=4X;Cat 1I;EVC;End.,Gi MWFRS(directional)and GC Exte1m(2)000 to 3-0-8,Intedor(1)34 S d 334-4 mne;0-C for membee and farces&MFRS for reactions shown;Lumber DOL=1.60 plata gdp 001=1.60 3)ProWtle adequate drainage to prevent water polling. 4)All plates are 2x4 MT20 unless otherwise indicated, 5)This truss has been designed Im a tan pat bottom chord live load nonwrcurreM"in any Other live datla. 6)'This truss has been tledgned for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-60 tall by 2-0-0 wide tell lit between the bottom chord and any to,member, 7)Pmvida mechanlcal connection(by orders)of pass to bearing plate capable of withstanding 325 In uplift at joint 1 and 381 to uplift at joint 9. A somema0-Verily 4eupnynrneleo ell AND famod OX rob ANO Mctudean MTEx asocial NOE ral nn IOV 1riu EORE rhe. onow,vame. uamJY ousn O cameo avi am4�eluev]aYrV.1 nnantmereams . do In lrlKX m.coca..1kmml now Name.BeXve us.lDnlxltlYg gni mut vnMylM q;Ikd.YIM.1 nn ruonalen aq rnl+mry NBaW Dia IMaaY,m doi moon MUpdmlar,axMYVJwInOtlo Peveni trlcMrV dfvJul}YY InRwabad/a tlwd memtMd4Y�PMMx1lemNrmVOW parrr,aierXtr¢Yp k Rxq[repYaOM WMMadlo PevaY cdgxnv4ml>e"ba F¢w✓J kwxYUNpcprlY aunWa.(a¢rrnrd pYtkecntaNJrp lm 1RYtaMeYor9R.dNNarY.aeclbn Wltl¢yVal MrveaaMMm3Ktu�6 eaMN9/MIGM'Gtlxb.MadaaN CL Wklq(:amPWrerA WW Pub ESI BMtl. eyely 101PIMXm aWdAe kcm rn>aflOe Mlle.a18 N.Ice Slrwl,SJta 312 NeSuvffi VRYY314. ianpa,R 3%10 Jab Thio Thos Type Oy Ply rnaoml4 12280TOA T29 Hip 1 1 Job Hot.... Basnq CamporeM Supply, JBckeornflle,a-32258, 8.110a A,132017 somelnJudnw,Irc. Fn A,a 1424:402011 Pagel ID:?NVL MRwcdVew IIMCVV-YaYYgaYJNJxte4jMAF0 iYwV OMDWO0CT4L.f995 1. Yfi-100 3`bA 333a3a9�0 slap ♦w teo --I zoo aBo anoa ]o i Ba aeL Sab=1:5B.] 7al0= 45= 41= 4.CD 1z 5 10 27 6 ] 25 ads 11)I a S aM s 24 2 1a 1z 11 18 n ado= y t ]x10= 4x8= B yy 11 d 1] 18 15 Ore= a12= alo-o 0 1as-0 183-0 2080 26108 s13e 33-Po 4V HO gleets a40 zOo sB-0 8-0 Plate eets V---- ab461.04001E .0.20Etl a 8.02120-ib 19.038E 14:038 EE a 18:0.286201 LOADING(psn BPACINS 2-0.0 CSI. DEFL In pact Vdeh W PIAIE� GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.81 Verl 0.41 14 x993 240 MT20 244/180 TCDL 10.0 Lumbar DOL t25 BC O.M Ved(TL) -0.94 t3-16 x431 180 BCLL 0.0Rep Shoes Inc, VES WB O.W Horz(TL) 0.29 B Na Na BCDL 10.0 Code FBC2014/TPI200] Matrix-MS Wroght:197 In FT=20% LUMBER- -� BRMp TOP CHORD 2x4 SP No.2'E sftt' TOPCHORD Structural wood sheelhing Mrechy applied or 2-2-0 cm scrips, 3-5:per BE SS exceptldni evi cals. BOTCHORD 2x4 SP N0.2'Exce t- BOTCHORD Rigid ceiling directly applled or 640 oc bracing. 1-15:2x4 SP SS,4-15,19-20,411:2x4 SP No.3 MlTek recommentls that Stabilizers and required cross bradng WEBS 2x4 SP No.3'Ewme. beI51NledO ='mis ereclIoh.In eaoW.s rat a Stablli2Br 5-14,14-18:2x4 SP Not Installation gulde WEDGE Left:2x4 SP No 3 REACTIONS. (Io4ros) 1=1348/0.5-B,B=13131038 Max HOrn 1=274(L012) Max Uplift 1=325(LC 12)."elft-C 12) FORCES. g1,)-Mm.CdnpJrWx.Ten.-All forces 250(b)or lees except Men s sown. TOP CHORD 1-2=J1O .2-3=-28931833.34=-51)8211757,4-6=-Sl 211875,St-2597IW0, 6]-1]]S537,&10=-1308/483,]-10=-12M490 BOT CHORD 1-1]=-105]/2880,161]=-105]/2880,4-14=305238,13-14=4]0.259],12-13=83]/1 T/5 WEBS 3-06=-13591579,5-14=406Q7727,5-1 3=MM67,6-13=39146],612=-9]1/4]], ]-12=-]422055,14-18=-1131/3120,3-14-809/202) NOTES t)Unbalanced roof Ilve loads have bean consdered for this resign. 2)Wind ASCE]-10;Vuh=130mph(3-second gust)Vasd=101 mph;TCDLd.OWC BCDL=50pel;h=25X;B-159;L ft;eeva-rift;Cut. II;Esp C;End.,GC0S.18;MWFRS(dredlonal)and GC Exteriorly)0-0-0 to 318,Intenor(1)34 8 to 204 0,EldenOr(2)20-0-0 to 24-44 zese;GC for members and forces A MFRS for readlons shown;1-umber 001=180 plate gnp 00L=1.60 3)Provide adequate drainage to prevent water pestling. 4)All plates are 2x4 MT20 unless otherwise indicate . 5)This Was has been designed for a 10.0 psi Whom Mord Was l0ad morooncurrent with any other live loads. of-This tures has been designed for u I"load of 20.OIni on the whose Mord In all was Mrere u rectangle 38 on by 2-0.0 wide Wit fit between the bosom diord and any other membere. D Pmvitls mechanical connection(by others)of buss to owning plate capriole of wilhstenditN 32511,uplift M joint 1 and 381 Ib uplift at wide. Q awasom-wm,wsanpwenuun eM aoso HO]Ea eN Tela AND NCLYOEO owas pasha NCE a Gm MF]4A nw cipawa1a BENaE UaE Dmich J ftp 01>a YMYulvn pwanelenslwun avf ales a,huMNMwI 1JWg'-s-c."-1 N6aYLan�Iwa ve.tt¢dllra,9d 3ywrteaf wash ll'e4`Cw=�wO'/MtleiP�WOneterstM poGenY FcuMale lnadeea��anoll¢ovadl dYbgm4T.9WgMkolM abpeYeniM tlkGa W.kxMaimxebml/acmtlmemmnmy. d-ho, nn .mdatllam✓Jenfamry M adY1aY.1eMAaalapmMesefolxerel4eaa..m ramlemmrid k4xYUVdpWeaYdumpa. r�waldmdaKa leo�acnx, IplxlcaMlslpgle.d¢IfgY.p'% MW J 21NpLWikueryrle312,AMRRBVAMClMb,DBBdBap BCBI WYl�pCmWaanl Tis Pob EM BM Bya1Y kbmWLf1 axldxe hwn I�Reb YM1IlYr1e.RIBN,tee SRaeL 51)1,311.Nexutlxi VNZ2314. Te1rys.FL bats doe T. Tim Type ay ply 711003915! 122BOTOA 730 Hip 1 1 Job Referenceal Buldiq Component Supply. Juksomxlle,f -32258, B.f10m 0l7MiT1,lmdu 1c. Fn Apr2B1424 _d1] Pe9a1 ID:? VUIdmeFl? OVBwvVIZbCVJ-TIJBSWDMafuAEePG0j5P0u5U9C4OWkVguMOg9 4100 P80 16Ja 1819 22 2]d-0 al3aaso � 4100 4$4 89d 218 87d SU-0 hAa 2d0 five 11 Bta II ss- 4s 4.00 12 s ze 2e7 e e Ors a 2] s e,s s 4 4 4,S F P 26 2 n10 16 14 0 'o = 1 $ TNG= 11 'di 11 I$ 0- 19 19 1] L8= U12= 4104 P80 Ode 630 22dd DO 315EN 3394 4100 aria 1 4ea I zaG I sea 1 aria _o'ze aaa Plat QI bIXVI- 1 '0.09 - - 1 -80.2-01110'02-1241A11180-38 Etlpel plt42-eo-2-o7 -- IAADING(psi) SPACING 2-0-0 CSI. DEFL n fm) VM UE PLATES GRIP TOLL 20.0 plate GAP DOL 1.25 TC 0.]6 VwhLL) 0AO 18 >999 240 MT20 24G19) TCDL 10.0 Lumber DOL 1.25 BC 0.81 VmHTL) -0.981518 >419 180 BCLL 0.0 ' flap Stress Incr YES WS 1-00 HoEd TL) 0.29 10 Ne Na BCDL 10.0 Code FBC20117PI200) Matllx-MB Weight:20816 FT=20% LUMBES BRACING TOP CHORD 2x4SPNo.2 TOPCHORD SeucWhM Wold sheathing diradly app96d or 2-2-14 Go puffins. BOT CHORD 2x4 SP W.2'Except' except etch veri 1-17:2x4 SP SS,4P,21-22,11-13:2x4 SP No.3,15-16'.2x4 SP No,1 BOTCHORD Rigid calling directly applied or 5-9-9 Go bracing. WEBS 2x4 SP No.3'Eami MTek recommends Mel Siablllzem and required close bracing 1&18:2x4 SP No.2 De installed dunrg lruaz eredbn,In accordance Win Sleblllmr WEDGE eeliftetlon uide. Left:zx4 SP No.3 REACTIONS. femora) 1=1348b58,10=134XO-3-8 Max Herr 1=269(LC 12) Max Uplift 1=325(LC 12),10=3801L012) FORCES. db)-Max CCmpA4ax.Ten. Allfome5250gift.rlessexwpl Wher.1yem. TOP CHORD 1-2=31050549,23=-2885/828,31=505&1 M.4-5-50]5'1]80,5-6=-2232/816, &7-209&803,]d=E531258.B-9-)oal25B,10-12-1325499,412=-134]/4]9 BOT CHORD 1-09-_-104628130,18-19=-1046/2880,1516=417IY3p12,t415=-570/1456 WEBS 3-18=-13855]],5-15=-1311/56B 6-15=104/4]0,]-15 281 9-14=431/1242, 16-18=-112403130,3-16=-]J32O13,]-14-1261/53],5113=-'!19235] NOTES 1)Unbalanced reel Tim Iowa have been ochwidered for this design. 2)Wing ASCE 7-10;VdUi3emph(3second gust)Vesd=101 mph;TODLd.Opsl;BCDLZ.00;h=25fi;8-150;L=3411;save-110 Cal. 8;Elm C;End.,GCp-0.18;MW ITS(drecllenalf and GC Exlehbh(2)0-0-0to 3<E,Intel 34-8 to 2200,ExlwOr(2)22-00 to W-74 zone;C C for members and forces 6 MFRS for reactions shlvm;umber DOL-1.60 plate gdp DOL=1.80 3)Protide adequate drainage to prevent Water ponding. 4)All plates are 2x4 MT20 unless oMemise Indicated. 5)This Imes has been designed f0r a 10.0 p51 bottom clwhd live load nonconcureent With any other live loads. 6)'This three has baen designed for a live load o120Aps1 GO Me bomom MON In all arses where a rectangle 360 tall by 260 WW Wit fit between the bottom olhord and any other members. ])Proved,mechanical connection(by Genera)of hose to bearing plate Capable of W te,h nding 32610 uplift at joint 1 and 38016 Up1111 at joint 10. A WIPMWO-VMM1 WYann.-.W mcD home ON me wt/W[LEmd NmFK REFEnINCE PAGE M TCT 0-ImccamS 8F pa USE Dabn vtlp bnmuY ,MIIND cmhwsiws.IMtlevlhnG1--du1, nOcµamele�sslgwrt mOklo,m F.11Ntlrol[Jdlq canlw. nnl.ml wA Wslem.Belae .Me dMgy tlutl{Nn1 mI51vMly ire VAXtttJllyoldegln h✓+unelelarrcl paµly Mary rte lN6tlepinln10 11,e wehGl wm9GcEGr.W�nek.lhmedala Pa.anl wra9ga1W1Nkxa inuiweDatllu eln,e,name,ea wv.onau.,e lempraW mll>•amu,ealbxmP Welk' Ndwa(hepwedke alYayotllo peumicdlQhe Mn MG4ufarerd YYuYaul pah++hlY Gat,tye, Nxgen®d PMW,ce heOWdiq Me .b,c,G'sm y" Ncy.asMnaM bait/.1.ml era Immx mVlal/RIIGGH,Mxb.O0.oneBCSIWMn9Canponxll T V EWBNtl. BfIMy IMpTaXm aV.1Ma Orin Inm%rle h,MNla 21m N.tea.'Sm Ov.Gemba VRZYJI4. ienp.G13Y10 Jab Thum Tram Type Oly M T11003916 122WTOA T31 Hip I 1 J Rel ( s nail Building Cooperman Supply, Jedu0nNlle,FL-32258. - 8.110slboyM-01]MlTekl 071J.111c. F13 AIII) 1I'Si 17Pege1 10:'ISVLNEmeFL?cEVBWJWiIvnCW�PIm2WOUZDzgN]UOV(ABAg1DVeOFg?gpR2_PbzMegt 4100 M 1430 1650 194a 24-0L 2830 3138 3380 4100 4aL 430 260 2-108 4108 530 2Qa 2.Y8 scale=tEn.S GAS' ]x10= Om0 12 6 P20 297 5 GAS' 0 5 I Br8 3 I d5 i 15 14 a d NIG— -0 Po.6= 03= .Ifi= 19 3d g 18 ,8 1] 4e_ 4x12= _ 4100 8fi�. ,sso FIB30 Io-12 24L0 F 2850 31 -52 33 1 4100 460 490 2-0U 2-168 4-108 53-0 2-2-0 238 Plate Options MY) Hao- O-T1. '0.110. - 718'0-4-D 0.221,17 0d0,0-2-81. -01,11@O3SEtl 1118 0-228-0-2-01 LOADING(p t SPACING 240 mi. OEFL In (roc) Vdeh t/d PLATES GRIP TCU- 20.0 Prete Gdp DOL 1.25 TC 0.17 Ved(LL) 0.43 i8 aA'S 240 MT20 24N1W TGDL 10.0 Lmnber DOL 1.25 BCVed(TL) -0.991516 a4W 180 BCLL 0.0 ' Rep Stress lhwr YES WB 0.94 HON(R) 0.29 9 Na Na BCDL 100 Carle FBC2010/TP12W7 man,INS Weight:213 to FT=Z LUMBER- BRACING TOP CHORD 20 SP No.2 TOPCHORD Slrudu2l eootlaheethirg directly applied or 2-2-000 purine. BOT CHORD 20 SP No.2-ExceaV except and verticals. 1-1]:2x4 SP BE,4-1],21-22,10-12:2x4 SP No.3 BOTCHORD Rigid telling directly applied or 58-12 oc bradng. WEBS 2x4 SP N0.3'Except- MITuk recnmmelde IM1aI Slablllxare entl requlretl clods bredlq 16-18:2x4 SP Ni be Installed tluNg trine erection,In accordance Wm Stabilizer WEDGE t II tl Ire Leh:20 SP PIGS REACTIONS. (INslze) 1=1348/05-6,9=1343.838 Max Horz 1=269(LC12) Max Uplift 1=S211ILC 12),9=-380(1-C 12) FORCES. (b)-Mex.Comp.lLiax.Ten. All fomes 250(Ib)or Nes ecept then slwwh. TOP CHORD Yrs=3100184],2 -2882/811,3-0=SOIY1B88,4-5=-50]6/1]53,52=-2992/1128, 6]=-1845/8131,5,18-1 41/404,&11=-13151502,8-t t=-1214158 BOT CHORD 148=-1030/28)5,18-18=-1IXi028]5,1518=-108]12834,14-15=-831/1883, 13-14=-339/931 WEBS 3-18=1359/568,6-15-6,1111D51115,316--75612009,5-15-121 144=-]05135],]-14=-41911061,42,7-13=]84f3]0, 8-13=-48511288,18-18=110&3115,348=-0SN2008,5-15-1211I542,518=24324]6 NOTES t)Unbalanced mol live IGade have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph S,GAGG d gust)Vandi 01mph;TGDL=5,Opd;BCDLti3Odrf:h45h;B-451t;L�h1 save-Aft;Cal. II;Exp C;Encl.,GCpi=0.18;MFRS(directional)and C-C Fxredur(2)0-0-0to 3 4 8,Inlehloh(1)3 48 to 24-0-0,Extedori 24-0-0 to W-74 zoneC-C for membehs and farces&MFRS for reactions shown;Lumber DOL=1.60(Male grip DOL=1.W 3)Provide adequate tlreinage to prevent water ponding. 4)All plates are 2x4 MT20 unless omenw.indicated. 5)This Voss has been designed lar a 100 An bohom than live load nonooncurrent Win any Other live loads. 6)'The trues has been tleNghled for a live load 0 20.Op f on the bottom ctcN in all Gram where a rectangle&60 tall by 2-o-0 Wtle Wil lit beMoen the bottom chord and any other members. 7)Provlde mechanical connection(by othere)of Voss to bearing plate capable of WlM1standing K6 In upllh at joint 1 alld 38016 uplift at joint 9. QWAGavor terry Crile,.—uC REIO RO/Ea Ge TMLS IRO MCLUOEa artaK REFEMRGE PAGE Y 7$I w,r ISAGGSIEaEFOREUSE is �a,W61w u¢aYYMT MIleM9cmmdmx lMJZJm kLvattlm'Y W*In MwUeam Nlwm.wJ klwm vM1M WF]Ilgcoml*'xrm.rot Ins LyMn ByMa1[e.Ila dAbyl tlegY�W mulvatty lr'd4(JIutllNol tla4T{xRare6rtaq Pa+ellYacapxa6Ralln" Tlo 11¢ MADq�41.9WgIINkalaOkbpevtnldwtlNMYVNkAM 9lowsO W1/a lwdmanCMdYY. PMIMdIemMW mOr¢lmnenI MUJ'1q MRok' atlwoYE leg.PA". ='- P.onicYRm Prooi ePWwvnn,movaugg9lYonlyca fa9W�WIIrace lea,3VX'e IA,RL lF. and IkxL Yacye.tlelxary.eleclbn 0id Macaq allnmmaSfronairevL yMemc bBourna VAMA. b.am-a4mW aC91MM9Cen,pWlxY Tx .FL S]dla Syph•INamtrs4R ovdcde Man lnsflrea tALle,RIa N.I�SIrea,.5016312 NezatllW VRR'Y.111. ^Pa Job Trus Tuns Type Gly Pty T11003917' UOSDTOA T32 Hip 1 1 , Job P017 Mi e k Indo M) Bwldirp CamPoreM Supply, Jazkeomille,0. 39256, F0"0L?cd Apr 1il= MRexlndusblrgbyIdOApr 201424:45201] Pagef ID?NVt3JolmeFLlctlVBwJWIIvnCW.dLRjrrNO_HYEIeyM5OxOj20M?21RPeygi9zGlzMeg0 30 410.0 1ao sanz XA 3 -041r-0 is d9Y-0 zea 4x10 8 acale=l65.s 400_� 6 4x5% y as 4x6 5 ofi s 4 4,51 3 441 2 24 ,T�m= 13 27 12 d 1 d 0x6= Iv5= 0 56 II Ig 1] 16 15 = 4d2= ad, 4160 9 NO 1430_ 1 163 0 1 2O5d 28-]A 314 0 33&�0 6160 U9 4Po 200 42A B2A MI 230 Plate Offers MY- 11:0-0-00-1-8111:0-3-0ECpe115:0.48 D2-0I Pro 40O-101,)14.0-3-0,Edge],116,-2-1202-0I LOADING(pm) SPACING 2-0 Chi. DEFL. In (loo) VOM tM PLATES GRIP TOLL 20.0 Mate Grip DOL 1.25 TO 0.91 Ven(LL) 045 14 089] 240 MT20 2/11180 TCDL 10.0 Lumber DOL 1.25 BG O.75 ,l -1.0413-14 988 180 BCLL 00 • Rep Siders lncr YES WB 0.98 Hol 031 0 Na rJa BCDL 10.0 Coda FBC2014?P12007 M x-MS Weight 20416 FT=2096 LUMBER- BRACING TOPCHORD 20 SP No.2 TOP CHORD Structural woad shealNng directly applied, except and vemcNf. BOTCHORD 2x4 SP No.2•Except• BOT CHORD Rigid uiling directly applied or6-0-0oc bracing. 1-15 2x4 SP SS,415,19-20,9-11:2x4 SP No.3 Mil recommends met Slab111zers and required awes bmcing WEBS 2x4 SP No.3'Exceor be IasIMled d nng Truss emotion,In accodtlance Mth StaMlizer 514,14-16:2x4 SP No.2 Installation guide. WEDGE Lef:2x4 SP No.3 REACTIONS. (INslze) 1=1394/65-B,8=1344938 Malt HUD, I= 68(LC 12) Merz Uplift 1—3251LC 12),0=-381(LC 12) FORCES. go)-Max.CompJMax.Tan.-All forcer 250(lb)or less except when shown. TOPCHORD 1-2_3136951,2-3-280PJ]8],34=-60]011NO,4-5=-513&1653,5&=26521141, 6]=13221475,&10=-130&45],]-10=-12M4]2 BOTCHORD 1-1]-101&2924,1&1]=-10162824.4-14=30&109,13-14-88l 1,12-03=39811201 WEBS 318-133]1525,513=1196635,5-14=-82&2813,6-13=-85&1848,6-12=-55&331, ]-12-44]11338,14-1f-102]90803-14=-]1 02063 NOTES- 1) OTES1)Unbalanced roof Ii as loads have been considered for this design. 2)Wend:ASCE 7-10;Vu1L-130mph(3-second gut)Vattkr 01 mph;TCDILS.Opsi;BCD"Dp t,R25f;B7A5f;L=34ft;eaW—HL Cat. 11;EV C;End.,GOpI=0.18:MFRS(dimmoral)and C-C Extefol2)O6O to 3-4-8,Intramen)34-8 to 26l EGarod(2)26-7-8 to 314-12 Wmi;C-C for members and forces s MW FRS for m rcfou shorn;Lumber DOL-1.60 plate gbp DOL=1.80 3)All plates are 2x1 Ml unless d0erelse Inclosed. 4)This those has been designed for a 10.0 psi bottom chord Ilve load nmlconcurrem wiM any other Ilve loads. 5)•This muss has been designed for a live load of 20.Opsf on the bottom chord in all areas aftese a rectangle 3-&0 tall by 2-0-0 wide sell fit bemaen the boom chord an0 ads,other members,wit BCDL=10.opst. e)Pr000le mechanical co necbon(by others)of truss to herring plate capable of withstanding 325 lb uplift M joint 1 enol 301 It,uplift at joint& D 1I .Id.F M.1IpmxlWanaMNFJn N0]ESONT s INOH 1-1-1MIIEx PFEEWNCEPIEEW]IIJnr.106]60159EFONE 1/aE Ps4il Wkl bruar Y � kYOcwmedwS.RJstleP(Fiklwvnl wJY urxm gxwnele¢Nu+m,mtlalwmYMUMM dJMgcaxPw_l.wl Yim Mlem BNwe .IIw dYWgtlaLynx mealy NN ttnggktllNoltleY9n pwn^nrnrsnvJ ggwvlY L,cwWralo ttttleYJn Tia ttvrovntll Wdly)�r.P�r4T�mlatlada Mevenl GxMlh9 arMM].xl lmaweDaq/weMC memlaiwYY ktllMid lemMW aq VMraOnni lvacOg M k• ktlwary rxYY61 JrflXyatlio geYemoalma.,mmva�nxrs,rnl M+vmegapadvawrawa.Fa areae a'xNaxa rewdrofr PLtalbrt[Iw�e.�INarY.wx.. L cornettoo tMlancaMMVMlflu Oo', p91238M fGLWNgCo'Tunr'r Bbd Pxb Err thd SONY IKmmXm m'dkde Man Ins RMe MMa.21r N.lee3kee1.3Jp31 x.NexWb VhIIJ11. Teres.FL S610 Job Thea Ther Type Dy Ply 009018 122507011 T32A Roof 5paisl 2 1 Job 9-017 filce k rondo ell BIYMill0 Con4hoMnl Supply JeGawrville,FL-32256, 6.1106Apr WilzmC01]L1iTekindundes,Ine. Fd WiWR:24:d]201] Pa0e1 I0ace LNdmeFLOWVBwJVYI, WpITBBSaSV1�t03Cp_uDNiT (` F]OD3lNM00_ NO-0 Bb-0 m3-0 PeSd '�-08 3138 1M1&0 1109 48-0 R-B0 44-44 1, 4160 238 8ar,= Scale-'Sea 00Iz 6 25 n s c ea 5 ] 4 4M 3 41 11 24 13 p10= re d>b2] 12 0 aes II rip d 1 a 6r8= = Iq 1] 18 15 46- 4-12= 3x6 II 4100 96-0 143-0 115301 2054 2ff]8 {_ 31-Se 339-0 4100 bB-0 4911 NLO 424 6Qi 4160 235 Plate OdrmislXY1- 11'0-0-00.1-BL I1'D3p Etl12a115:0.180.2-07,I6:0.300.281114:03dEdpe1 f18:0-2-120.2-01 LOADING On, SPACING- 2-0.0 CSI. DEFL In (loc) Viet W PLATES GMP TCIL 20.0 Male Gdp DOL 1.25 TC 0,92 Ven(LLI O.dS 14 >895 240 W20 24N190 TCDL 10.0 Lumber DOL 1.25 BC 0.]5 VI -1.0413-1d >386 18D BOLL 0.0 ' Rep Shoom incr YES WE 0.98 HorzQL) 0.31 8 We We BCOL 10.0 Code FBC2o14?PI200) MmRt-MS We1gM:20410 FT=209: LUMBER- BRACING TOP CHORD that SP No.2 TOPCHORD Structural ei sheathing directly applleG, except and vendable. BOT CHORD 2x4 SP No.2'Emspet- BOT CHORD Rigid telling finally applied orb-0r09c barming. 1-15:2x4 BP 5$115,18-20,8-11:2114 SP No.3 MTek leccrommlda Net Slebillmm and requiretl cross blaGllp WEBS 2x4 SP No.3-E=ep- De InsINle0 dutlrg trues election,In accordance With Stabllleor 14-18,5-14:2x4 SP No.2 InslNlal,On Da. WEDGE Left:2x4 SP N¢3 REACTIONS. glane2e) 1=1344/0.5-8,8=1344b38 Max Hort b261 Mex Upll4 1=-325(LC 121,8=-381(LC 12) FORCES. (Ib)-Max.CompMA Ten.-All forces 250(Ib)orim except When shown. TOP CHORD 1-2=31361352,2-3=2902976,34=-507WW3,4-5=5135(1824,58=288)1105, 6)=1296x,m,31013091436 7-10=-1M453 BOTCHORD 1-1)=-10142924,131)=401412924,0-1L---3051188,13-14=8252511,12-13=3]2/1180 WEBS 316=-133)/511,513=1235(52],e-12-_-55328Q)-12=411/1306,1416=1000130130, 314_-{842063,513=637/1880,5-14-926,2813 NOTES- 1)Unbshercbtl roof live loads have been conarcered for the design. 2)Wind ASCE 7-10;Vult=1 Wmph(3secondgust)Vaetl=101 mph;TCDL=S.Opsi;BCDI_-5Aps1;h=25X;8=491;L=34d,eava_411;Cat. 11;Elsa 0;Encl.,GCpi4.18;MWFRSdirectional)and C-C Ededor(2)00.0 to 34-8,beedor(1 "6 to 26-)8,Exledor(2)2378 to 30-00 zone;C-C for members and tombs 8 MFRS for reactions shown.Lumber DOL=1.80 plate RIP DOLd.60 3)At plates are 2x4 MT20 unless blherame indicated. 4)This most has been designed for a 100 pal bottom choN live load nonconcument MN any other live loads. 5)•7hm i.e.hes been designed,for a IINe load of 20.Opal on the bottom chortl In all areas were a rectangle 3 6-0 tall by 2-0-0 witle Wit M between the bottom Glom and any after members,wain BCDL=10Opal. 6)Provltle mechanical connection(by others)of truss to beam,plate capable M wit Blanding 32510 uplift at jodm 1 and 381 Ib uplllt at joint 8. QWRaMNG YMIy tleNgnpvu,utam mCPE4a NOIEe aN 1X16 IND AVa4/OEa YJ 6V.VN R9T WWIwmewYywlln Mlle2Aconra ,-1 tlWfeth L"Inuyulwnf 1 111 Inn ayeem eelweue lMtutrlytle47rer mural veAlytte q>nINd11No 9 L ' 1 .all a,.6"„e.;, BaFOY,Morafala pevenl LucltnD eltMMW M1rmweL D �I 1 e• ,"1 Mire k' aUWgsregA con, I. Yml amonclumcme M411,M.atl bFeu,,—, .1.tica ku`knikn earye.ddNOn',erecMnaNdacxp Mlnm4Ttl MMY/Slani #NN/Ia114enAry CMerq,D59-99aM aC5l Bull9'ng Companmr, �ea4 to�a6l�Na bel l5(peurrMlm avalatle 6119 area 11116 in del I.N.Iee Shee1.91b 312 NaRmMUVP'IYf 10. JOD Toa T.Type •ofy Fly22WTOA T33 iPoolSpalel 1 1 tt WN19 Bulltling Component Supply, JackeonwlN,FL-32256, e.1lO a Apr 13 W17 Mi Tex mouebles,Inc. Fri Apr 281424,182017 Paget ID]KVLNd. LlcdVBwJWLadCW-IW1ZMox4GCKpcShGmxVXgllwm pfOMgydws M9h b140 P60 1430 A6< 2 7e 61p0 LBO 4A-0 624 M24 ]-19 gg= Bcele.1313 OW 12 g 19 20 6% 7 5 ] drad1 4 4ss 3 4ss s 2 to 1 I r 1 are= 10 21 9 36 II la 46- 14 1s 12 41= 2HI 412= b1B0 BeO 14.79 2pS4 26]-0 339-0 41LL0 bBq b B24 83d ]t-0 PNro OBaele IXVI 119-600.1-e1 IS U-1-12 0-2-07.18'09-00.2-07 18:0.2-12 01 a7 1119390.2A1 1 30312 0.2-0I LOADING(pen SPACING 280 CSI. DEFL In floc) Vdee Us PLATES GRIP TCLL 20.0 Plele Gsp DOL 1.25 TO 0.93 Verl(LL) 0.33 4 x889 240 W20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.8T Verl -0.7810.11 >615 180 BOLL 0.0 ' Rep Suess Incr YES WB 0.0 Hp¢(L) C17 8 n2 We BCDL 10.0 Calle FBC2014/TPIll Mattix-MS Weigh:200 Ib FT=20% LUMBER- BRACING TOPCHORD 2WSPNo.2 TOPCHORD Slmdumi wootl aheaguep OVeclly applies ar 2-2-0ae pure W, BOT CHORD 2x4 SP No.2'Excel except and vadicals. 1-12:2e4SPSS,4-12:2x4SPNo.3 BOTCHORD Rigid ceiling dbectly appietl or 8-8-12 M bracing. WEBS 2x4 SP No.iP'Except' Mi 11 that Slatildhe re ant required cross Dmcin 1143:2x1 SP No.2r WEDGE In intrusted during most erection,In eccortlence w1m Sleblllxar Left:2x4 SP No 3 Installation Pottle. REACTIONS. (ILVslze) 1=134],-59,8=1344,.,-8 Max Al 1=269(-C 12) Mex Uplift 1-926(.0 12),8=380(LC 12) FORCES. (Ib)-Mix.GompJMex.Ten.-All tortes 2W(Ib)orless except when&awn. TOP CHORD 1-2=3118/627.2-3=2899/]]1,34=39.59(11]8,4-5=-400811263,5A=2323/815, 89=1181/429,7-8=12801505 BOT CHORD 1-1b9932893,1344=9932893,4-11_319192,1611=7172177,9-10=34W1071 WEBS 31 3=-950.28 3,69=-588298.6-10=-558/1666,510=4133488,511=68G2014, 11-13=937@901,79-391112673-11-347/103c) NOTES- 1)Unbalanced roof live loads have been conall lorthis design. 2)Wing ASCE 7-10;Vu1t 1l 0 h(3 second 0.1)Vast=101mph;TCDL6.0,4;BGDLd.Opsb h=25X;BAER;-=34f1;eave-Afb Cel. II;Esp C:Encl.,GOp=0.18;MWFRS(dlreclionaB and C-C ExNhor(2)080 to 349,Inlesa(1)34-8 to 257-8.Edstlor(21257-8 to 360-0 zone;C-C for members and fortes 8 MW FPS for readons shown;Lumber DOL=1.W pate grip DOL=1.W 3)This loss has been resigned for a 10.0 psi bottom chord live load Wnconcunent wind any other Ilve loads. 4)'This toes has been designetl for a live load of 20.0{al on the bottom oho,In all areas where a reclangie 38-0 tall by 2-60 wall will tit between the Dolom chord and any other members,with BCDL=I0.0pst. 5)Provlde mechanical connection(by class)ca truss to Dearyq plate remarks of withstanding 326 to Uplift at joint 1 and 3801b upi t N joint 8. Allanowe'preWQe156EFO oce U-e y.Nm.eelwe ux,R¢LJ.IAx{WYpar mwi lywlrn wnikdiilN eadwtsx ......xacM rw�IYOm W��e:Y¢IX�63n Nlr�lM.ev�tl1 ■` a4anJahn. Dw�n9 E.xolmKlo ravwa[ucalra�r nawaxr mlsswmww/ww..emwnbeamy.Pndw..4amrr'anctwmH Ituraaa MiTek 6 dvgs replW 1p sldAllyavJ to pevenlcWgsg VleD W�eM'Ow✓x YexY mlrWenY drxnrxle- Im gerwrd gNMrce rey.Jg nn r 4keMrrrp�e.OelMgy.eieclWigd Ma#g ollnvesaglnimvyileme se/JW/IgIQWyCaIxb,09adVaq eC9l eulYJrp CompanEnl a90<P 1.Ess]BNS EgNy lrMrpXon wdld]e awn Ir�awole xawuw.left,leeclreei,SYW 312 HeLatlla VA2R31<. Te-11 3acl. Jab Tmtt Truss Typa Ory Ply 711003920 1228OTOA T34 MoroRlch B 1 Job Relerepm lain onN1 Buildng Component Supply, JwksoaMN,FL-32258, 8.110 sApr 13201]MiTek lntlustriae.lrc. Fri Apr 28K24:49 201] Papel ID:MVLaMmeFLtcdVewJW11mIGW-mib gyilWSgEFWKEOMWe]iA3zLOxybKiAO M91, 64-0 1308 1994 64-0 658 640 ass Scale=l L'.n MB= 54, 4.00 12 5 as i 4M6 c 4 3 R 14 13 S a 2 6 3B II 41= 5x6= O1 ass= 4412 1948 4412 411-12 Plate Obsae KY)— (1'030 E0p I I "0.400-1-121 15,0-2-12,63:9j,I6'0-2402 I LDADING(psf) SPACING- 2-0-0 GBI. DEFL In (ioc) Videll tPo PLIki GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.61 VsriILL) 420 e-8 AN 240 W20 24W190 TCDL 10.0 Lumbi DOL 1.25 BC 0.93 VerilTy 452 BA o454 180 BCU- 0.0 ' Rep Sress Incr YES WB 0.31 HoaQL) -0.05 13 We We BCDL 10.0 Cade FBC20l,VTP12007 MMdx44S Weighb IM It, 17=20% LUMBER- - BRACING TOPCHORD 2x4 SP No.2 TOP CHORD Structure wood shedmid,direct,applied or 44-12 or Mi., BOTCHORD 2x4 SP No.2 exwpleM venicala. WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 22-0 oc brall OTHERS 2x4 SP N..3 WEBS 1Row at 111 4-6 WEDGE MITek recommenus that Slablllzele andraluired ansa bmmg Left:2x4 SP No.3 be Installed dlrinq(piss erection,In accordance with Slablllzer InslNlallon aide. REACTIONS. (iblslze) 1=]e&OS8,13=]6310-38 Max Hare 1=284(LC 12) Mex UPIIt 1=459(LC 12),13=-24](LC 12) FORCES. (n)-Mex GompseursTen. Aliforoes250(M)mlesrexcepteTenshown. TOP CHORD 1-2=-1595955,2 4=-122Wl7,59—l8 18,S9-180'818 BOTCHORD 18=-547/1469,6-8=289085 WEBS 2-8=-443/269,4-B-681835,4 6=901 NOTES 1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vas ll mph;TCD".opsb BCDL=5.0psC h=25it;Ba1611;L=2411;earei Cut II;EV C;End.,GCpl-0.181 NWFRS dilrecttona l)and C-C Eftterior(2J 000 to 3-0-0,intern(3-0-0 to 194-4 mnarC C for members and forces 8 MW FRS for reactors shown;Lumber DOL=1.6o plate grip DOL=1.60 2)This base has been designed for a 10.0 psi bottom chord live load noncpncunent win arty other live loads. 3)-This lmss has been designed for a this load of 20.0ps1 on the bottom chord In all areae where a rectangle 3-64)Mi by 2-()-0 wide will I t between the bottom chord and any other members. 4)Bea ing at Judge)13 considers postal to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by pners7 of Wes to bearlllg plate capable of einstardIng 15916 uplift at joint 1 and 247 n uplift at joint 13. tl WI RNMG-VerXy MtlgnpxanxlmmORELawordeden-4-ado-deac IMIEx PEfEA s--6EM)—, 'we'do 56EFOPE use �YBn Wp not¢e aJY Wa nFauMPDcdnacbn INa M9g�kMe[IaYYUWn prnielvn Nnwn.oM anw m FtPW M WraYpcun� ieal.ml nrdsounem Wolweue,ire W WpOOLy�ex micf venNlna 9LacaMIH o1�tlP r*"xWNale':aM ggnar N'W[b�da Xwaea£Fm meovaal Walp�gr@oGgtticNetlbro permllvcYxre olrWN.d lnmweDaegla dw�tl membasaYy wremic YmlvaV Ttl(smarenld¢Fe eaMNa�eGAedMskttllY Wllo Waven1cd14wuempanAla F�r=�b r4xYuvlpqulYMn41e.(p OwW�tlWYim�ANa9R¢ BYWPW EW aW. IaxMOlbl Yarga.dtlNtvY.aecMnaxldacMdOum OMInmM1aO0.�4XN/MI RwAIyMMM,p5940ap aCR BUNgCwrowWM Tx FL 3%10 ldalY hihnn�aAaAepwn Cis Rab lvlMR.21e N.lee]Teet SM312 N✓xaiab.VN22311. fie. Job Tis Trus Type ON ply T1103921 12280TOA T35 Maoo," 1 1 Job R 17Mie(OVyultr mal @Illanp CpnponMN SuppN, JecksonWlle,FL 32258, 0.110.Apr ilzm0JMITek IIWSgEF KOMtuaB 1NLMv92017Page l ID?KVLNtlmeFL?cdVBwJVWIxmOWinibxZByiiWSBEFGSKE0Maa00AANLMVYEKlAO3zM9N 6111 12-24 14 r o-1-14 boa ]-Jct4 3n real. 1asI art= do Fn 49' 3a6%IM i 4 3 65 2 15 14 I o 9 6 ads ] 6 4z5-3911 9N II 46= 4AS 61-14 4-2A 1489 61-14 1 BOB ]-0d PM ON as IXYI— 11'O3O EtMe111'0.0.O0.1-1211a'63-0Gi-121 LOADING goal SPACING 2-D0 OSI. DEFL In pm) Vold LN PLATES GRIP TOLL 20.0 Plate Gnp DOL 1.25 TO 0.55 Ved(LL) -0.07 67 >999 240 W2O 244/10 TCDL 10.0 Wmber DOL 125 BC 0.45 Velt(TL) -0.17 67a53O 180 BOLL 0.0 ' Rep St..incr YES WS 0.57 HaroTL) -0.03 14 Ne Na BCDL 10.0 Code FBC2O146TPI20O7 wrIems Weight 10 lb FT=20% LUMBER BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Structure!woo!meaning already applied or 6-0 apudina BOT CHORD 2x,SP No.2 except and ver cels. WEBS 2x4 SP N0.3 BCTCHORD Rgld wiling clamy applied or 6-0-0a brecing. OTHERS W SP No.3 MTek m— ends Mal Slad"N's end regulred...brectng WEDGE t»Iulaled tluMg doss eredlon,In aaxoance With Stood., Left:2x4 SP No.3 Insialadon ulde. REACTIONS. g hidne) 1=42MO38,J=95&0-5-8,14=1J1N9-e Mex Hmx 1=264(LG 12) Max Uplift 1=44(-C 12),]-251(LC 12),14=b1(LC 12) FORCES. (!b)-Max Corep.dstal Ten.-Alt lora.25O(!b)or less except wren shown. TOP CHORD 1-2=635.91 BOTCHORD 1-9=30374,7-9=-300574 WEBS 2-7=-71S2]],4-7=-5551242 NOTES- 1)Wind:ASCE 740;Vol 30mp1(S-second gust)Vasd=1O1 mph;TCDI=50pst BCDLdDps,h=25X;BetSM L=24K;eave-41t;Cat. 11;Exp C;End.,GCpi=D.1M MFRS(Grectional and C-C EtdmAd2)460 to 3-0-0,Invariant)S-0-0 to 19d z me;C-C for members and fortes S MFRS for reacllods shown;Lumber Di Wplate onto DOL=1.0 2)This truss has been Designed lar a 10➢par bottom choM live load nonancunent vin any other live bed.. 3)-This truss has bean assigned for a live load of Mooed on the babm chord In all areas where a rectangle 3 6-0 tai by 2-0-0 Wide will Nt between the batten chord add any other mandate. 4)Bearing atJohns)14 considers parallel to gran value Darr,ANSUTPI 1 angle to grand formula. Building dulgner should very capacity of bearing sudaa. 5)Provide mechanical connection(by others)of truss to Meaning plate capable of Proliferating gal Ill uplift at joint 1,25110 uplift at joint ]and 91 to uplift at Joint 14. Q eveNW6�Nesir npmmHPrc uM ANAD Names ON TNR]ND MLWW Noss AFFENN.E PAOENveid ne 16ONR016BEFOREI/aE WYQi W W(n,pcwJy wlPr Mlek®ewunclas.na d,Aon blkrwM w11 up=n{wm, .Mown.m0 brw m hA'-!Wr[HpcmmlwrenL rot ohi¢ryslem.telae .Ire WMrg d4yMX rIMSI VMN IMgpICWM/oidaWan Wunr9ltlrsrxtl p4�lYkruWrala ai6der4n hrlollvovpol GDes m, gYtlbaR]bbpwaJ GxAiepd4NM]W lnnweEaWacMtlmxrCatMW.A�wN�d bmFgayaW nerlrN4mllvxap AJp e b Rwi+R rulFreO br M4YYudbpevmlccA4®xMr W�Aa1��K-�'HxY rnl POPorlYhan[ye. fa Po�tl PNLF,cer�rY9Me DAPNPPbl tlaode.nevery.erecMnaglYacMollnmexauiMmn'rlamaeaaMlVIaI1 WtlX/CLwb.bMd9YM BCYYMgCaTwrnl Net Ve,b Ey10M Mlylrlpnrmpn mMfMe M1ae InM Rub FAIflRe.218 H.1ea5M1eel NAdNa12 A .VR22311. Tenpe.FL XIB10 Job TNM T.Type Oly ply T11003W2', 12280TOA T38 ROW Spedel 4 1 Job Reference llopnN)Building ConpornNSuppty, JecksdWle,FL-92266, Bit0aApr1Rek Indirectness,Ir . VA,21424:52i] Page 1 10: VWdmFL1WViImCW-EmUxKop %NoOWR7aYP4oFlpPjNL 61-14 t2-2-a 1]-02 2358 5}i;0 r &1-14 611E 5614 s9b�SB Sine=1:168 2W II 400 12 6 ] 4M' 0 5 3a8 3 a 4,e z 1] g 1 8 Le H 13 y m a 8 ass w Il a#= 26= 46= are 6114 tz-z-a ra6z zsde z61 n 61.14 bO8 -5514 S5- Plat Oft 1 (XY)— LOAWNG(PSV "I'mm- 2-0-0 SI C . DEFL M goc) Vdell Ud PLATES GRIP TCLL 20.0 Plebe Gap DOL 1.25 TO 0.44 Ved(LL) 0.05 9,10 4999 240 W20 244/190 TCDL 10.0 Lumber DOL 125 BG 0.34 VBftQL) -0.14 9.10 >999 180 BOLL 0.0 ' Rap Stress blcr YES WB O.fi9 HomErL) 0.01 1 Ne No BCDL 10.0 Coed FBG2014TPI200] McMx-MS Weight IM to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Slluclural mo!sheathing directly appge0 or 1380 oc pNirs, SOT CHORD 2x4 SP N0.2 lalcept and venlcal5. WEBS a4SPNo.3 BOTCHORD Rigid ceiling directly applied or 1080 oc busing, 6celfl: WEDGE 0 0 0 cc bmdng:10.12. Left 2x4 SP No.3 WEBS 1 Row at mldpl 69 MiTek recomme As IhN Stabilizers and regulred cross leadng be Iretalletl tlualg trues erection,In accordance with StabbL er Insbelladon pultle. REACTIONS. (Iai Ho 1=31MILC 8,12=1240/0-SE,82T1/0.5-8 Mex HOrz 1=318(LC 12) Max Uplift 1=39(LC 12),12=318(LC 12),0=-12](LG 12) FORCES. (Ib) Mex Comp0sca.Ten. Nllomes25)(M)mlessaxceptwfianstlovm. TOPCHORD 12=4M131,2-4=-2A4/427 BOT CHORD 1-13=2961386,12-1129&986,10.12=352115 WEBS 2-13=0259,2-12-790%299,412=854/305,410=-124504 NOTE& 1)WirM ASCE 7-10;Vult=183mph(3-second gust/Vend=t Olmph;TCDLd.Opsf;BCDL=S.OpsC h=25tt;Bd51t;L=2411;eava=4R,Cat. 11;EC;Encl.,GCp1,0.18;MW FRS(dreclioneV and CC Exwrtor(2)0-0-0m 30 0,IMeaen(1)3 0-0 to 23-3-8 xone;0-C for membersandtorrea&MWFRSforr .neshown;Lumber DOL=1.60plategap DOL-1.60 2)This Imes has been designed lot a 100 psf bosom chortl live lead nonconpupent wlbn enyother live loatls. 3)-This trues hes been designed lots live load 0200psi on Ne boftom chord In all areas wire a rectangle 3"tall y2 0.0 Wde Wit fit between Me bonom chortl and any other Mangum. 4)Pmscis mechanical mmectlon(by others)OI truss to bearing plate capede of WI urearo g 39 to uplift at joint 1,3181b uplift at joint 12 and 127 It,uplift at joint 8. Q WIM/MO-iss,�P I ma.O NOES ONTMRINO NCLYOEO uvi,flEEENANCa ,i.s ]OAne 1 eRV.YISIf BEFOflE 1leE (#yW WI]Iw ure wYywM�Mllxhmm�wecMx.Mttlesgn k WisO ealY uwm WronelersSMwn.mOh1w m h9vN.✓4 datlryp coml*e�1.rnal Mm MIa110e1we,ee.x�elMlhgd k�wl muvlvedYe<a[iWitllcdMllYdN»Fl WanvlmronlPWc11Y'rccTwala Tk Oe4[In Y,lu ll,euve�all I Wap Meal.BIXIIpkeMol�Bb Peweni Lecp119dI�v1M]W MiweDaq/w cbtlmemhelSdYY. AOdlMxnl tempwW del Comaenidxhy kNwlsm4AedM LLYtlha'dlo pe wmcd¢MnW✓Cle Polmxf Y4uYwJ poWWM .1-grad dV49bre Imxtabn Yw Jx.tldlnY.wxlbnm]IaW9ollMeta'd Mm Mteme[ee11N/MIWWhQMb.UM-HdM IGLMMYeuTwlwlr eY04Pob FYN.tl. ]NelykllpTyM wd�Ywn I11SRule IreM1Aa 21a H.lee Sheet sNb312 NeimM¢VR22J11. T.,FL 3Nte Jab Truss Trim Type Cry Pry T110039TJ 12281TOA T37 Hip Girder 1 I J[1 Re mace(0 deal Building Component Suppty. Jmksomille,FL 32256. SitUSAm V%,JyV01]M0ek11 gyZ7iOm Fn Aa2014pMcg2017Page 1 10:?M/W tlmeFL?cd VBwJ W lanC WI51Lq_yZ]iOROrf 112W.IM¢IepMy2eBHTnMBIw A0.0 4110. 81 749 F e-ttd 1038 me 16J0_i 2-00 2-11-8 1i0 140 ti0 1i0 1-11-8 2-00 51 Stele=12B0 TOP CHORD MUST BE BRACED BY END JACKS, 0 ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. 32 31 11 NAILED S 13 LED Spcal 5 b i F� 33 56 S.our 12 QS u NNLED 2 IVIL Said 1 10 81 a ,0x,2- a 10 So 2] 10 23 20 17 a,IE_ NAl1ID RULED NAMED NAILED arre= 3x0 II ad, II sperad spay) 260 j]171 1330 1539 266 S]1 2d0 Plafe Otaere(XY} 11:0.0.1.0-03 1.0-03650 1.0.31E 3.0 612E 8.04-00.2-0 14.004E a 10:0.38 Etl 18:0-0.10-05 18:0-0-3050 L0A fteli) SPACING- 2-0.0 CSI. DEFL In (I.) teat Ud PLATES MMP TOLL 20.0 Plate Gnp DOL 1.25 TO 0.26 Vad(LL) 0.051319 >989 240 W20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vai -0.1018-19 >999 160 BOLL 0.0 flap Stream Ina NO WB 0.17 HOu(FL) 0.03 18 We We BCDL 10.0 Code FBC20141FPU007 Matdx-MS Weigh:103 He FT=20°s LUMBER- BRACINtr TOP CHORD Ext SP N0.2•Except' TOPCHORD Structural wood sheathing directly applied or 582 oo putbls. 2-15:2x6 SP Not BOTCHORD Rigid calling dractrapplied a 91 bracing BOT CHORD 2x4 SP Ni JOINTS 1 Brace at Jt(s):8 WEBS 2x4 SP Nei MTek rewmmende tmi Stabilizers end required cross bracing WEDGE be InslNled tludng thr99 erection,in accordance wilt StaNllmr Lai.2x4 SP Ni Right:2x4 SP Noi "She Oulde REACTIONS. d filali) 1=6539-56,18=653ri Max Ha] 1=80(LC 7) Max UpIM 1=259(LC 8),16=25918) FORCES, db)-Max Comp./Max,Ton.-All forces 250 db)or less except wren Brown. TOP CHORD 1-2=-lWW438,23=8600.17,3i=342/211,4{-342211,63-342211, 61 0=-34=1 1,1 DO 2-340211,12-14-3421211,14-1 S-NOI 16=10EBI 35=-0M/25q 57-6760291 7-9E:-fSpi 9-11=-66i 11-13-676290, 13-14=-702254 BOT CHORD 18-19=413973,17-18=413973,10-17=-3826023 WEBS 59=201/452 NOTES 1)Unbalanced mo111ve load,rave been considered for this denim. 2)Wined ASCE 7-10;Vult=130mph(3-second gust)VaarL-101 mph;TCDL5.0Psf;BCDL=SDW;82511;8=4511;L443;earal Cel. 11;Exp C;Encl.,GCp1=0.18;MWFRS(dlrecdore);Lumber D0L=1.60 plate gni,DOL=1.E0 3)Provide adequate drainage to prevent water among. ng. 4)All plaice are 2x4 MT20 unless otherwise Inflated, 55 This buss has been margined for a 10.0 pst bottom dhoti Ilve toed nonconcunent with anyotber Ilve loads. 6)•The truss has been designed for a live load of 20.Opsf on ire botom chord in ell areas Mere a rectangle 3801a11 by 2 0.0 wide will fit between Me b =chord and any other memcare. 7)Protide mechanical connection(by others)0 Mae to beenng plate deputies of Wtstaming 259 to uplift at joint l and 259 a uplift at Olnt 16. 6)Graphical"in representation does not depict tre aim or the elimi ation of the pwfin along the top and/or bollom chord, 9)"NAILED'Indicates 3-10d(0.148'x-)or 3-12d(0.1460..25')las-malls per NDS guldllnes. 10)Harlger(s)m other connection deNce(s)shall be provided sufficient to support wtwenlratetl Jone s)Be Ib down and 11010 W at 21 and BE Ib down and!110111 up at 1330 on tap chord."28lb down and 32 to up a 22-2,and 2810.down and 3210 up at 1362 an bodom chord The asslgnseelecdan of such connection radicals)Is the amp irroblli,of oMs.. 11)In the LOAD CASES)section,leads applied to the face of the three are noted as from(F)or back(B). L0AD Cragai Standard Q WINNNfi-V.a ric'.'rw-mO 06AO Namm eN ads INO aasece MIIEx aEFEP --dessau ne I66Y1016."am arde naidnrwild lo1-.1 wlm Mlle4W I.`x.un a 1.eW1"'1, unair m��IenL rot IrW Mlpn aeMxe nn.ma tu1Wq OSLa'wr caul vMry IMgQ'kcMlNddYTI WawleaaW gepelYkcclF�v fo ric[dva n Tlo Ilii awa Wtr4detlT.aul' gM[MM dklo PavanllYClmtl u,Lv1M1W Inas webs J/n,CMtlreerr�i MY./�%avl RmnamY OMCannalsnim«kp M k• arlricai Rede,dal" and amOy Sauiund�a'+nI'NIAYud P«erlYtlon[P. r MMFMI ulguMblce RNCampa da.m..EMeatl. ,mknlM.domaadatrerv.a«cancan ao.,L®a Wa+mmall�wdanx�aNxwmn avdly Baas,me++ala ecn auawealrwnm yyaV ygaMAilr wdYNYgn inH0.t lilies.21BH.Im51reeL axb311,Nemtlh VR22311. ]anq.it 23610 JabTruss True Type Ory ply 711003923 12230TOA T37 Hip Girder 1 r Job Rei ( lec all BuilUilg Component Supply, JaCk60mnlle,FL-32258, 8A 10 Vilr C 2017MITek aKRgias.inp. Fn Apr 28 NCllJN 424:522017 papas 10:?KVLNtlmeFL?ctlVewJVVlIzmCW-AHG4S9 aKRgESi?I?MZ3VWgUNDpY,pr-HMq?ODApv LORD CME(S) Stentlartl 1)Dead♦Roof We(balanced):Lumber Increase=1.25,Plate Inueaae=1.25 Uniform Loads(pig Vert:1-2=6q 2-3=60,14-1fx ,15-1 60,20-23=20,39=50,9-14=60 Goncentretetl Usel.D) Vert:19=-23(F)17=-23(F)26-101F)27=-IO(F)21 10(F)29=-10(F) V n ne �' ✓-.k11 I ifr . I I I N Iv✓.I¢i -; �,u � � MiTeK I�INa � LIBN. $Im�1r ✓Alam �MN591P11 CwYn CMa�p ose BJ-ABc N so n9cumpon.ol SNary lMamoMw +i dYe kml Hrcer . Iee l.Sala 912 Nexm]M VP>2S 4 T, 11 B Job Trues T—Type •CRY Ply 003 24 122SOTOA T3S Common 5 1 Job Mlenxce optional) Building Component Supply, Jeckmrnille.FL-32266, 8.110 S Apr 132017 MiTek lnduathes,Inc. Fn Ap 28 UsNIM 201] Pagel ID?KVUUd.FL?cdV8vJVYIzmCVV AHG,t89 aKRgE6P1?MZh WCddNBAYpILIXwq?OdN9f 7-741 ]9b 53� y5= Seal 28.6 2 a.0012 12 13 11 1 3 4 46 II Zvi I. 4411 ] 4d ]-]d Pate 011aets0(.Y)- ILO610.03111:0.030-SOl ft0.2-120-0-111 f3:0410.O3113:O0-30.507 (30-2-120.0.111 LOADING(psi) SPACING 240 CSL DEFL in pa:) Voted Ud PLATES a" TCLL 20.0 Plate Gdp DOL 1.25 TC 0.70 Vert(11) -0.10 4-7 X999 240 VT20 244/180 TOOL 10.0 Lumbar DOL 1.25 BC 0.57 Vert(1L) -0.21 4-7 s857 180 BCa 0.0 ' Rep Stress Ina YES WB 013 Haz(IL) 0.03 1 n2 Na BCDL 10.0 Cotle FBCWI1 PI2007 Manx-MS Waight:SB Ib FT=20% LUMBER- BRACING TOPCHORD 2x4SPNa2 TOP CHORD Structural Wmod sheathing directly applied or4-114 oc purlins. BOTCHORD WSPNd2 BOTCHORD RIgId oeilkg dlred0y applied or 10-0-0 co bracing. WEBS 2 f4 SP No.3 MIhmk recommends Ihat Sablllmra and required crass bracing WEDGE be installed ru m"was erection,In accordance art Sat llzer Led:2x4 SP No.3,Right:2x4 SP No.3 muld".8on quire. REACTIONS. db/am) 1=811xO5-8,3�10A1-53 Max Horz 1=%(LC 11) Max UpIIX 1=-160(LG 12),3=-160(LC 12) FORCES. (Ib)-Mex.Comp.1vat.Ten.-All forces 250(Ib)or less except when shown. TOPCHORD 1-2=-825/315,2-3=825x315 BOTCHORD ti-159/855,31-159x855 WEBS 21=3339 NOTES 1)Unintended roof No Ioeds have been considered for this design. 2)Wind:ASCE]-10;Vult=130mph(3secondgust)Vasd=101 mph;T0DU5.0psf;BCDL=S.Opsf,,h=25X;8=151[L24ft;days-AX;Gat. II;Exp C;End.,GGp1�.1B MW FRS(dtiec8onah and C-C Ederlor(2)0-0-0 to 30-0,Intadodl)34010]-]-8,Edsdor(2)]-]41 m 10-73 zone;C-C for members anal tortes&MFRS la reactions an.;Lumbar DOL=1.60 plate grip D01=1.60 3)TNs buss has been designed for a 10.0 pst bottom chord Ilve load noncomunent with any other live loads. 4)'The Imes has been resigner la a live load at 200psf on Bre hattom chord in all areas where a reclangle 3b0 fall by 240 wide volt a between the bct an chord add any other member. 5)Provide mechanical connedllon(by others)of moss to looming plate capaNe of Withstanding 160 to udet at lolnt 1 and 160lb uplift at joint 3. �WANNWa-✓entry CaNpnpvamadm mO RE1a NOTE50NT/XS ANO WCLUOEO MnEN eEFEaxHLE GIOEei]!]J m.IWYIDIa 69LIlEUE Ic-hokllo47mYy NT Mllak cavatdws..-W,ra"Inblay of ,vgn'—.1-i m]kMmMmomfo rpwdxned.ml fimsy6em P¢Iwe iee.11¢dYWpremarermul vnelY lfugxlkdMlNd Jrslq�WnT�elersWPM rYhcapxoblMCa4mxao Xa Dyad a MOW YMcaM]kio PaVem WdYr9NkMllMku®weOWhcMCmwnIwSCNY.Mkabrl lanO'aaYaW WmvreniMa]rV Ok' modeatlwaNrMlBEb ora IYo lb a nonlcdl4/e wXhpch3ahauav]i aeVURIdxtt lYely cr . lag OndK Jd�w61K ..M saa.va soda, kxl aaWammha.aecMsagda[AgdGn..Rd M1VifyIBrs,seeRtllVMl 4AyQawhe3adeaW MA WYlipCprNMnl adwv bYamuXm prydi ado Fy PtbkYtaa.RIB N.Ieeelreel,Stla 31 R.Nematlb.VPY1J14. ienpa.FL 13610 Job Truss Truss Type, Ory Ry Ti 1105925 12NOTOA T39 Hip 1 1 Job Rel17 MIT o Bonet Building Component Supply, Jacksamilie,FL-32250, B.MMil 13201TgS lndmbie,DZn inAp2014HFvTWygOXgMMu ID:tMJLNtlmeF21-u-0 wJVViIunCW eTgSPV?C5ky5iseDZ4512MmWnWWHFVIWygOXgWBIu 60-0 ib.. 21-9-0 ffi40 e4o aloe slue a6p style=130.1 hud i 2x4 ''.1 Txm c &00 FIT 2 1e 3 1v 4 n m 6 21 n a 5 9 � � �a B 0 T e 5611 Hr411 21411 5811 410= 840 ib1a0 21-00 VO4 840 6100 6160 &PO PIMe OftseW Y 1.62120-0-11 1. 0.50 1.041 2.Oi-80.2-0 a64A,02-0, 5661006 £0 0-SO 5:0.212 D411 LOADING(pN) SPACING 2-0-0 CSI. DEF( in Qac) bull Ud PLATES GRIP TGLL 20.0 Plate Grp DOL 1.25 TC 0.@ Ve01LL) -0.11 a9 0999 240 W20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.63 VeftTQ -0.29 89 6999 100 BOLL 0.0 ' Rep Suess Ncr YES WE 0.25 Hoa(ly 0.09 5 We Ne BOOL 10.0 Cotle 9302014?P12007 Memx-MS Weight 134III FT=20% LUMBER, BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Smoothing wood deeming diregly applietl or2-2-0oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rind ceiling directly applied orT-96 oc bmxng. WEBS 20 SP Noa MlTek rewmmentls Nat Stabilizers and required chose bm0ing WEDGE De Iretalletl tlutlng truss erection,In a tooclance with SWdllzer Left:2x45P No.3,Right:2x4 SP No.3 IratYletlon uitle. REACTIONS. gissize) 1=1190/0-5-8,5=1180/P5-8 Max Hou i=941LC 11) Max Uplift 1-312(!-C 12),5-312ft-C 12) FORCES. (Ib)-Mar.CompJMm Ten.-Atm lorces 250(W)or less exempt when shown. TOPCHORD t-2=-19TS900,23-2125538,&0=2125838,4-5=-19031]90 BOTCHORD 1-9=-51WlM,8-9-51011873,&8=50N1673,SE--507/1668 WEBS 2-9- 2N,2-8=408555,3 6=46&284,4E-185/656,4L�N NOTE& 1)Unbalanced roof live loatls have seen considered for UIs design. 2)Wind ASCE 7-1(x;Vult=1 Wmph(3-second gust)Vaed=l of mph;TCDL,-6M sf;BCDI_S.Ops,h=25X;B>15ft;"Vt;gave-Ift;Cal. Il;Eq/C:End.,GCpi=0.18;MW FRS(tliaohonal)and C-C ExterI 0.0-0 to 3-60,Mtelior(t)M4)to 8-0-0,ExlarI 800 to 25-11-15,IMehor(1)2511 15 to 29-9-0 zon ;G-0for members and forces&MWFRS for resections shown;Lumber DOL-1.60 plate grip DOL=tfiO 3)Provide adequate drainage W prevent water poM'Ing. 4)This trues has been designed for a 10.0 p if Doftom chord live bad nonconcunenl w1N arryother I"loads. 5)-This truss has been designed for a live load of 20.Opel on the bottom chord In all areas where a monangle 36-0 WII 1y2-0-0 sees, will lit between Ne boftom chord and any other members. 6)Provics mechanioal connexion(by others)0(ruse to searing plate capable of vnlhstanditg 3121b uplift at Joint 1 and 312 ib uplift at iomt 5. QW reflou VMrybYpnpumMxemdaUPLNmSPYn AS MLUOWe REFERAa PdOEIW)4Am lm 150EFOR M Welpp vMpMum odY'�1m WINScwrrecbrs.Rh tleyPl6Mwxf wYY W+x�nuamele¢Rvmm.aM I.—MIW —IrnryvRrevrL ml Inutelae u.W.xwa4ar9m99rW� WveMY Me q{AkdMllyoltlaLLylµm¢leRuxlp<r�rlYhcerMloR ME�63nblo m9ovwdl W(Wq[,doa�, Ba1'r9lMcaleOeb PeYdrl WiXrd of NlbMtl Irrmwebar[VwcMtlmMmm�nN.TNdEaNlempxay aq PormWreMdactV art+/uRr�A�MSISary Wlbpever�ISE¢re Mlhl ePwmral xrl/Yatlp4 rYMn�s, fa Pornrd QriArceru9WdMAs aBMPub EetleM. umalwn:brgT9,dexerr,e,eclkrRwrap root lm¢exaWlms/Yemx aWlX9/MI Qxlly cm.m.pNazawxar rx+sroeeRrPeaW+ 9WyIWea�wadxexerR armnaeracna zm n.laasxRal.s4realz.PLearolo vazzai4. Tope.a exlo Job Truss Truss Type •Ory Ply 12280TOA 740 Hip 1 1 , TI 1003026, Job Rel (optimal Building Compared!SUPoN, Jecksannlle,F132256, BJ105Apr1lz0WigOlMWiea lrr:. Fn PPr2614WgtH 00Pagel tlmeFL?ctl VewJVW IzmC W bpOacmrs24y%IBOBrc%exI6LBm00piHkcPz4GA18g zeo 1 toxo 1 ume 1 testi 2I-no 1 2e4o ' zaa z.b-0 Llae Ltoe zso zap ' Scale.1A9.0 OA 11 3 21 22 4 23 24 5 6.00_112- '2x4J 2 6 26 20 26 4 9 Ex6 i 1 0 11 V 10 R 4,6 11 010= 3r9MT20HS- 4510= 4x1011 100-0 1L190 ii '1dL0 Ia0-D 4-too 4-fab 9'FO PImw Otlaets(%.Y)- 11:0.2-120611111:0.0.305-0111:00-1043718:05_13 Edger -- - LOADINO pard) SPAgHG 240 M. DEFL. in floc) Vde9 W PLATES GWP TCU- 200 Pli Gdp DOL 1.25 TO DP Vol -024 P11 >999 240 W20 244/190 TOOL 10.0 Lunber DOL 125 BC 0.99 Ven(TL) -0.50 991 >702 180 MF20HS 18711Q BCLL 0.0 ' Rep Stress Ina YES WE 0.33 HDrz(TL) 0.10 8 We We BCDL 10.0 Cotle FBC201MPI2007 whit Weight 14114 Fr-2o% LUMBER- BRACING TOPCHORD 2x4SPNo2 TOPCHORD Slmctural noptl sheathing ddeollyapplled ort-5-14 tic purine. ROT CHORD 2%4SPN02 BOT CHORD Rigid wiring directly aWhed or 2-2da bracing. WEBS 2x4 SP No.3 MiTek recommen&that Slablllzers and required cross brsdng WEDGE DB Irslalletl tludnp truss erection,in acwrdenw with Slabllizer Lett 2x4 SP NoS InslNlallon 9ulde. SLIDER Right 21B SP N021-&0 REACTIONS, (INsize) 8=11131 wImmkmf I=11]3'65_8 Mex Hd,, 1=11((LC 11) Max Up11118=308(LC 12),1=308PLC 12) FORCES. (Ib)-Max.ComPRAex.Ten.-All forws 250(Ib)or lees exwpl wren shown. TOP CHORD 1-2-1QkIWI1.2-3=1725/891.34=-1499/63],4-5-1462/625,5_6=4663/881, 60-1644/884 BOT CHORD 1-11=554/1652,411=497/1632,8-9=-50711562 WEBS 2-11-327274,311=-2301625.4 1 1--NV1 56,4-g=-3,KV1 70,15-9=-21715117 NOTES 1)UMalarwed roof live loads have bean ooreidared bar this design. 2)Wind:ASCE 7-10;Vull=Bumph(3aecond gust)Vesd=l of mph:TCDlr5.0ps1;BCDL=S.Opsl;h=2510,B Stt;1 Nlfh eave--WC Cat. 11;Exp C;End.,GCo=0.18;MW FRS(directional)and GC Exledor(2)0M to 3-0-0,Inlerlor(1)3-0 0 to 10 0-0,E durm(2)160-0 to 23-11-15,lauder(1)2311-15 to 28-4 0 zone,C-C for members add forces 8 MFRS for mo cimm shown;Lumbar D0IL1 Bo plate gdp DOL=1.60 3)Provide adequate drainage to prevent water pending, 4)Al planes are III plates unless otherwise Indic dad. 5)Tas truss has been assigned for a 10.0 Pat bell chord live load nomencunent with any omen Ilve leads, 6)'This imss has been designed!lora Ilve load of 20.Opet on the bottom chard in all areas where a rectangle 6O0 tall by2-0.0 wade win at between Bre bottom choral and!any 0aper members,Win BCDL-10.0ast. 7)Refer to glydered for Inme to Move combee lona, 8)Provide mechanical eonnecgon(by others)of/ruse to bearing plate capable of wOM1SRntlirg 33014 uplift at pint 8 and Staff to uplift at Pant 1, Q wARNNO-wwove Yya pwnwrxxxp RFA a NOTES ve TNS Alyn os,'mu a MllEx a..QE..UpAnn?nr.I.I56EFaaEYEE. DwdN.aaalostia'I.1m NMwN nnectu: .Rn tleNV Grm.f uYY�x✓-`arw�,�emamow.�.aa nmIm MMeAia r.xllllio camwlnnr InI MbptYtlp wodua YNoretlooln ut-weor..mu.ri NrlSlweO Via.mien ory.lvr teellmloademnVr,1,r.n✓I kdwoylepfeOMeMtNlymlto PevenlcfMry.e NmP +IeM'mxxl BikrymlPWwrY dangle. In gIIeINPiWlce rea�Jplrlg le Mafynllm �sawx,OY,vltlbNaMal papal WtlMpCMpMwe EMBN . atrats, M. tl.. m..mexMD .le.wrvre15Affr3llorddy'R.I& T,,11 a'K10 Job T. Tess TYDa DNPly TI 1003927 12280TOA T41 hop 1 1 Jab 2017 lc0(k IncreN) BUAding Camparenl SuppN, Jedaomnlle,FL-32258, 6.1fOeApr1il 0W- yDgBIelnea.Im. PoAp7WLMi4:55201] P9991 ID:?KVLnJdmeFL?cMBwJ 23`u0W-asyDOB1TINACpylyc9V]m]BpeLaeilBw0Selkjrf.Iek &SU 12-00 1].00 29-4-0 2P0.0 15-0 520 S00 570 690 Scab149.9 talo h10 c 3 21 22 23 24 4 8W t2 al fier 2 5 n A 9 41, 8 ] - °a n n ze to a as 30 e ass= eve II ass=art= 4t"= .0 11 7 8-0 la toe 1&94 SatO 2844 7" Plate OMe%DXY}- (t A2-120.0-n111:6o34S01.11:00-t0-P311]4S13 Ed0a1 L0MW(psi) SPACING 200 CSL DEFL in 0.) Voted Let PLATES GRIP TCLL 20.0 Plafe Gnp DOL 1.25 TC on Ver(LL) -0.150-10 >999 240 Vni 244/19(1 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.37 510 >9l 160 Bal 0.0 Rep Stress Ina YES WB 0.22 HoUC L) 0.11 7 No n/a BCDL 10.0 Cod. FBC20147M2007 wtrx-MS Weight:14811, FT=20% LO11i BRMING TOPCHORD 2x4SPNo.2 TOPCHORD Structural xmod sheardi directly appllel or 2311 x purns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 798 oc bracing. WEBS 2x4 SP No.3 MITek recommeMs dial Slebillzers and require]cross bracing WEDGE be mon.fied dudrg ruse erection,in accordance in S(abllizar Left:2x4 SP No.3 Insfailed. Ida. SLIDER RIgiSP No.21&0 REACTIONS. (INaiza) 7=117&MedlanlcaLI-1173'058 Max Al 1=139(LC 11) Max Uplift 7=308(LC 12),t-306(LC 12) FORCES (lb)-Max.Comp./Max.Ten. FII forces 250(Ib)or less evicept MW shown. TOP CHORD 1-2_2004 rtl 23--1883/)5,3-0-1 WRANst.45-1]8&926,5 7=-1 891/674 BOTCHORD 1-11=-565+1 77,10-(1=-3]01136],&10=-354/1312,]-8=-521/1615 WEBS 2-11=-3142 5 4,3-11=-191/53,48=1531423,"=253229 NOTES, 1)Unbalanced root live loads have been considered for Mi.design. 2)Wind:ASCE 7-10:VmlWmph(3-second gust)Vol 01mph;TCDLd.Opd;BCDL- .Dftai h=2511:87156;L=24iC tonal Cat. II;Exp C;End.,GOpl=0.18;MFRS(directiollat)and C C Extador(2)0-0-0to 3-0-0,Imerlchl)3-0-0 to 1240,Extetlor(2)120.0 to 21-11-15,Imehor(1)21-11-15 to 294-0 zere;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip DOU1.6O 3)Provide adequate drearrage to prevent valet ponding. 4)This truss has bean dead for a 10.0 psf bottom chard live load noncoreurient with any other live loads. 5)-This tams hae been designed for a live load of 20 Opst on Ne bottom dam!in all areae wfies a rectangle 3-6-0 top by 2-0-0 wide ¢ill fit betvreen the bottom chord and any ether members,a th BCDL=10.Opsf. 6)Refer to t drons)tot was to(ass connections. 7)Prowtle mechanical conredicn(b/others)0 tmas to bearing plate capable of Withstanding 308 Is uplift at Joint 7 and 30611,uplift at form 1. AlNA.1a.vwry4xlanpvnw-and 01x0 aeres ev1.Ass.11J.o xnex aeieaaxre vaee Malt"i..t rooarzs+s aewaa usir. cev�.adtwu�odvwm bnAx®wn,ucws.iW deagn Sdx Jwiva6"n rviowat«amorm.wla��miw xwuare rofi oma.w� �lo,e�.n�wumpde+w�ma.roenN ireewxiNomea��ameteaam wo�nv beexlrxob nwnwpamtonp orreral ,wwxl msan.wm9 nu�rneaewvav�alw�eremt.ab.p,a "anueanwdm.'., uv. Pa.Pnarone �m,ta ha MiTek' a wan�wAaduremmmowwewanlwikr ewtmn+mL+ee 'ev'e MrvQawa+�ar.u,we. IW 9v. ad..'soaearg Isaias tldluay.-b-p gdacFpd Ifti... Nms.l u,.MNRI1Nr v12s, M�b,pA09aM bC010uIMnp CanywMM 90JP R,.1 py41y YibnmWa avdc[R 5pn b�Ba6YUYxa .RIB N.Iee Slree1.916512 NBYaWa6 VR11]14. im,pp FL 3Ef0 Job Truss Those T"' my Ply T11003@B IMWTOA T42 Doormen 1 I Jeb Mlnerlce o Donal BUldilq Comporionsapply, Jatlaerrvtil6.FL-32266, 8.l l 0s AV13201)MiTeklndus .1nc, Fh AV2B1424:WM1] Papel ID:?M1LWdmaFL?cWSWWilm W�bIMOM9ZMoECe?IMNHs VgUWeOnPN9 ft isen H° ALO 1 RPLo RpJa Tep 64-0 I6 Bi° T.sO ..'as SOI.=154.9 art= as I 3 4 Sart- 6C0 12 21 22 2 6 20 as 4.6 c T 1 e 12 n 10 9 5x6 II 2x1 II art= 2x4 II exec, 11 mo= 7-60 14908 M-1-0 2d4-0 )80 )2a 7-22 T30 Plate OlNMs(x,Y7-- p:g-2-1200-)1,11:00-305-0111:00-1003113:Od-00.2EI Id:0300.1b115:0.3-00.2-OI IB:Ob-13 Etl0el LOADING(pot) SPACING- 240CSL OEFL In (roc) band Ud PLATES GRIP TOIL 20.0 Plate Cup DOL 1.25 TC 0.81 Vel(LL) -0.11 411 >099 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.]3 Ved(TL) -0.33 411 >999 160 BOLL 0.0Rep&1. lncr VES WS 0.2] HOrCTL) 0.11 B Na We WEE 10.0 Code FBC2014?PI20W MMd[-MS Weight 14215 FT=20% LUMBEW BRACING- TOPCHORD 2xd SPNo.2 TOPCHORD SIMMMIv shoWhingdlre yapplledor2-2do pudlns. BOTCHORD 2x4SPNo.2 BOTCHORD Rigid telling dlrec1lyappl1W orS3-12 ocbracing. WEBS 2x4SPW3 WEBS IRom at mldpt 2-11.6-11 WEDGE -a recommends that StablllEals and required close brecirg Led.2x4 BE No.3 pe InsWled during tuts ereclbn,In accdrclance xNlt S1ebllifor SLIDER Right 2x6 SP No.2 f 60 4lslalladon guh, REACTIONS. gbslzej 8=11]&MechanlcM,1=11]3/0-55 Max HOrz 1=163(LC11) Max Uplift 8=308(LC 12),1=308(LC 12) FORCES. (lb)-Max.GompMax.Ten.-Aft forces 250(Ib)crises except when shown. TOPCHORD 1-2=-19)5r850,23.13931559,56=4389358,68=-18]SB29.3<=-116&54), 4-5=-1162/547 BOT CHORD 1-12=-49911681,11-12-499I1681,411=162/1595,8-9=-46211595 WEBS 2-12=°281.2-11=834/290.4-11=4889(39,6-11=-5451264 NOTES 1)UnbaMnwd tool live loads have been consl0ered for this resign. 2)Vi ASCE 7-10;Vdt=130mph(3secon l gus9 Vwd=f 01mph;TODL-5BMf;BCOLd.Opsf;Ie25ft;B-o5ft;L=24ft;eaoad l;Cat. II;Ely C;Encl.,GCpl-0.16;MFRS(dlmdonal)and C-C Extedor(2)040 to 3 0.0,Inlerlor(l)30-0 to 14-00,Exterlor(2)14-0 0 to 15-9-0,Invariant)19-11-15 to 244-C mw;C C I.r member and forces&MW FRS lar questions shown:Lumber DOL-1.60 plate grip DOL=1.60 3)Provide adequate amino,to prevent water ponding. 4)This truss has been designed for a 100 psi WU=cIWrcI Ilve load nonconcerenl AM anyolher Ilve loads. 5)'This Muss this been designed for a live load of 20.0ps1 on idle bottom chord In all areas More a rectangle 3-6 0 tall by 2-00 Wde Witt lit°eteWh the bottom ctwM and any other members. 6)Ruler to glefer(s)for then to tN.a conneapors. R Provide neoclassical connection(by funeral of wee to beadrg plate WabN of sithstanaing 30815 uplift at joint 8 and 30815 uplift at joins. Q WAMM1Vp-Wlq'dWpnpammlmuM RE10N°1ES ONTM154NO wLLVOFD aNEN REEER4 NCEV4°EAixN m.idWNI6aEfORE VEE cedes wM r«�w4v�m Mllelfficomemoie.>mdsen nnm•.e orgy awn wr�ot�mown.�aaa m bumn�n euunp ow�,�t.ml outecusme.tA.A..Ilw lwla.n d.alwa�ANl inn trees.koainora Prv.+M,laamarxw.nv roncm>�nloneson't dldxpd��.9achgntllCMad4lo peveMrupp urw„IdW lnpww ANl«CME m.mM,aw.Awlbrz.lemwpv mi C.miAi.nlUin:kY, MOW aRwlri�.4Aed W5kMYmtllopewnlcMl4 vdmW�x.FLEad t'1.YAdpc{alY Wn[pe.(w 9au�Ag��V5�.9A4Vaie FtM1wIMTaaVa.tlepvery.aecMnaglxacxpolNM1aatl MN.rydsnts 1NL/INI Y.11FMwC,pAd9 lost BCLWYg4mgomnl 9d.Ix l�Iwm4BRn atfYAehun ilia RaH hKdOa RIBN.Iee Shael.Lllell2 NesevlM.VRY1311. TonpeeFL 33610 Job TmAs Truss Type •Oy Ply T11003B29 122BDTOR T43 Hip Girear 1 1 1,10 Rel (Whorrigh Building Component Suppny, Jacksonville,Fl.-32256, al10 a Apr 13:201]Mi I ek model fro. Ed Apr 2814:24:5]20f7 Pagel 60-0 1054 16 ID:?KVLMdmaFL?cdVBWJVVI1zmCWyF4zE2JMXBl1L 444 OW9EGVQrOpyDxejOZebM1DLABIq 108 1L 93Is 25&0 29-808-00 8411 1054 bad Scale=130.3 NAILED "LED WILED NAILED NMIED NAILED LED ]v10% WALED 4E-NAILED 2M 11 3.6-4vs NAILED 7x10 SO3 12 2 21 322 2321 25 4 2e 0 5 6 as 29 7 4 A 1 B 4 �n b h 3J 31 14 ,K 13 y 35 12 11 36 10 37 39 9 39 40 Q6= WILED NAILED 2x411 NAILED 4x5- NAILED NAILED&12M185N5= 4M= WILED 2W 11 NAILED NAILED 6W= NAILED NAILED 4x10= NAILED NAILED NAILED NAILED 6-00 10.54 14169 188-12 2380 2&B-0 6-08 444 436 4.SJ 4-Sd 8-00 Plate Meas Ol 11:E 62 131,11,0-5-0l1.0.0 041 2.0.480.20 .0480.2-0110:0090-0-17 f6:6S00.03118'Edpa62-131 LOAgNG Opal) Ell 240 CSL DEFL In (Mc) Vtleft Up PLATES GRIP TCLL 20.0 Prete Gdp DOL 1.25 TC 0.93 Ved(LL) 0.30 12 >999 240 L?20 241fl90 TOOL 10.0 Lumber DOL 1.25 BC 0.86 V.M(TL) -0.]11612 >SD3 190 M13SHS 244]190 BCU 0.0Rep SVe%Ina NO WB D. H.CrL) 0.17 B We Ne El 10.0 Cool FBC2014RPI200] Melrlx-ME Weight:I AS lb FT=2056 Luill BRACINO- TOP CHORD 2x4 SP No.2'Excam' TOP CHORD Structural Isco0 sheathing ditec8y applied. 25,682x4 SP No.1 BOTOHORD Rigid ceiling directly Applied or 5-]-15 ow bradng. BOT CHORD 2W SP SS MiTek recommends that Stab11l2ee and required trees bmcing WEB 2x4 SP No.3 be ire(alled OUMg turas eredlon,in accrrtlance MM Stablllzer WEDGE Imtallepon ulde. Left:2x4 SP No.3,Right:2M SP No.3 REACTIONS. (19dze) 1=2365'65-8,6= t)69Po-58 Mex Hoa 1-]1(LO 6) Was Uplift 1=-]45(LC 8),8=446(LC 8) FORCES. (Ip)-Max Com Max.Ten. All m.250(Ib)or Iese excep Mean down. TOPCHORD 1-2=d0�/1229,28=<9]811541,34-5455/1681,4-8=-5ASY1881,8-]=-09e511543, 7-8=4036ry 231 BOTCHORD 1-14=4017)3521,13-14=-101]/3535,12-13=4417169]6,1612=-1419/4985, 9-10=-10199540,8-9=10159529 WEBS 2-14-W3]e,2-13=525/1867.3-13=-9"41],3-12-18 24,4 12=4ouVthl. 612-16311112,610=-902/619,]10=-526/1873,7-9-I/tr77 NOTES- 1)Unbalanced rad five loads have been considered forthls pesign. 2)Wind:ASCE 7-10;V1At=130mph(65econd gust)Vmd=101mph;TCDL=5opel;BCDL=S.Dps1;h-25ft;B-15ft;-=249;eav -M;Cat. 11;E11p C;End.,GCp=D.18:MWFRS(directional);Lumber 001=180 plate gnp DOL=1.60 3)Provide adequate dermage to prevent Water ponding. 4)All planar are MT20 plates unless otherwise indicated. 5)This Was has been designed for a 1E pat bottom of Irve load ndnconcurrent MITI any finer five loads. 6)•This turas las been designed for a live Toed of 20omad on Me bottom chord in all areas a ere a rectangle 380 all by 2-0-0 wee Mit M between Me bo9orm choN and any other Manuel ])Provide medlanlral connedpon(by o8als)d tuts to burning pate unmade d Wthym lung 745 to Will an joint 1 and 746 lb uplift at joint 9. 8)"NAILED'IfWldit s 3104(0.148'X3')or 3-12d(DAWx3.25')toenails per NDS forepaws. 9)In the LOAD CASE(S)seclron,leads applled 0 the lace of Me buss are noted as Vet(F)or back(B). LOAD CASE(S) Standard 1)Dead.Rad Use Melan,W):Lumber lodderse_t.25,Plate Increase=125 Uniform Loads(pit) Van:1-2=80.2-]=67),]8=60,151 S-20 Q WAFNEqVVNly4Wen FnwvrwaeM page No.UN nes ned WCLUOEOMENNEFEMNCE VA4E MR i4 i]nr.IO0.VAI59EFUNEUSE. @ otlkl tw ursMr`MED Naent9cwa✓truf.nnxaeglnaMma.M uPonWmlelea Yawn.au1a rot mIdMWwM drNh1 mn[»>�nt.rel ornmfMem telae ve,lira MErarM)4e+lT�ermul vRmn lln<IX+rcWm«rleaUlWm,eleawf firolnaole MavbU9nlnloele Wdkp Qveyl.9a`JIOM WetlkIn IMBYYY'.uMIIr6 nILW4}JMmweba'tl/ttcMtlmnnl»IaFaYY.POOxa]RmWW m]Vemlaerll th MacV9 M ek' atMvryd rxt}1etl do"Nooy m]1onnuard Nodunne �9adarnd V9aym]PWer1Y4 nom. fafRllmd OlWlarce reµvdgmn ALFaIWL maa9a,ddwary,me[IMggnraygdOlmsaMMmryslal¢feaAXL/IBII FMly Mxb,D59-09 m]6LN WY6gCpnryM1 I IL.1. edMy YYamoXm wb'tia Gan lrlas RaH M1WM9e.219 N.Iee Slreel..4Jre 312 NeraMb.VAS1311. Tvnpa,FL aa619 Job T. Two Type (Xy Ply 12200TOA T43 I. Girder 1 1 TI1 W392q Job Belerm fop0onell BulEln9 Co0®or..M Supply, JeclmmllK,FL-32250, 3.1 t0 s Apr 13201]ml I w lnau lm. W. Fn Apr 2131434:Si 201] Pape2 IB:?"V dmeFL?cOVew. ilmCVV-XF4zEQjgz BULox9EC yv op ox, ZebW lq LOAD CASES) Sla W C MratE Lp Ob) VW:2-9](B)5 -17(13)]-9](B)11=-60(8)14-W(B)8 iB)21=-W(B)22=-9](B)23=-9](8)25-9](B)2 -9](13)2&-9](B)29=-17(13)30-23)(0)31=-159(8) 32=60(B)3Y-00(13)34=S9lB)35=-60(B)36=E0(13)37-90(B)36=60(8)n-159(B)4R 230(B) Q MdRNNa VeillyOMyngrvmr EqO HOtR ON IMBdNO MLL UOEO MIIENaEFENXCE PdnE MN11Jre✓.I6'D.i401 ��' W6a1VWtlla vn uYY�m MIek Y NG WpnklmisO NY�4Wu•.�.LwmaNhlam M]NWMLrM �mRhilwn lbrue ias.Irie ldllW{I q rslvciln lne WlMl�dilro1�M90nIbVNreleaUrcl d�x+M Fcwlxxale lnk l Y, -I' r+w•+hn. hmlglrvJcal¢tl 1hrcMhp of VYkMWuwwNomemraoare�ma Fernwoam w�nry llr. ,nr. .mem weVmi WllgVa MN�leµgrpV4l}dYury wM9m WnWe.is 9N✓ddP ��wFxry�g mx MiTek YyHm1 cecbn4tldacE9aln�aeiwNlnmsexim�¢reaAxfylplO 1VLIM�,IlLd9aM eCL BUY4Fp Conywpnl a9a F...E.n 3NJ. fa•Ih Ybmbw�aMYiakwn inm RLL3 MXDe,RIa N.lee Slreel.Slle S12 FbvVLM VA.11, T.1,GL]3at0 Job Truss Truss Type Oty Pty 711003930 IUWTOA TM Hip 1 1 Reforencei(oplionalL BdidnA Cangdwd Supply, JaticeWwlle.FL-32258, 9.1106 AV 13 VdfdnC 01?ReLS lKwHbea SBLdgnSWoDP4:582Dt7Paga1 ID:?KVWdmeFL?cdVewJrVilzmCW-?RELSD3LwHbOpdSBLtlATIrSyoPry%He1DNeDIMyth 3-00 to-tae Iz-zE 1ae81a-1 1 . . 21 ' sa.0 z-tae 113-0 i tea l ta.o�lsa l la.o l l-ani z.toe 56_ Sur 150.5 TOP CHORD MUST BE BRACED BY END JACKS, n ROOF DIAPHRAGM,OR PROPERLY CONNECTED PURLINS AS SPECIFIED. a 13 "M1IO: SYe i 5 1] Sr8 2 If 8 1 1 1 7kio 8.00 12 19 e t2 31 a d 9ry t � o �d 24 23 p 21 56 II 26 Sao If 4.10- BaO 141D0 21 BO 29.Bo &a0 6168 9-160_ &a0 Plate CMmN(XY)- [i:0.2-12,0-0-111,11:OAy0-5-0L It0.0-1,0-05],I2:OSO,Etlga1,13:P0-12,EtlA01.118:0-0-4,EEAe1.I19:b3-0,Etl9e],Iffi0.2-1$OU11],I2000.1,OA31, [20:043 0-5-0] LOADING(psi) SPACING 240 181. DEFL In (roc) ptlafl W PLATES GRIP TCLL 20.0 Plata Gulp DOL 1.25 TC 0.78 Ved(LL) -0.102150 6989 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Ven(TL) -0.242150 6199 180 BCLL 0.0 ' Rep Stress Inor YES WE 0.18 HOR(TL) 0.08 20 Na Na BCDL 10.0 Code YBC201MTPIN107 Manlx-MS Weight 1811b FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2'Except' TOP CHORD Slruouralw sheddlgdirWlya (iWor2-2-1 ocpurflrs. 2-19:2x(5 SP Not BOTCHORD Rigid calling di.11,applletl or 794 Oc bdd,. BOT CHORD 2x4 SP No.2 JOINTS 1 Bruce at Air):10,8,14 WEBS 2x4 SP N63 MiTek recommenOs mat Stablllzers d--r"-U,-tl ache brecing WEDGE be irwtalletl Ounng toss eredlon,In aao¢lance Wins Stadlizer Leff 2x4 SP No 3,Right:2x4 SP No 3 Inslallafton AuiOe. REACTIONS. (Ib/siss) 1=119x0-55,2o-118d0.55 Me%H. 1=165(LC 11) Max Uplift 1=357(1012),20=357jLC 12) FORCES. pb)-Max Comp.R.ia%.Ten.-Mllomes2W(lb)orlesaexcept MensMw . TOP CHORD 1-2=1975037,2-3=-1785993,34=1283/831,45=1263831,&8=1263831, &10=-1283831,10-12.1263/531,12-14=-1283831,14-16=12631631,1618=-1263831, 1&19=1785'R .19-20_-1975937,3 5=-SBG205,5-7=-56M43,7-9-55Ye71, 911=5551307,11-13=555133],1315=-5551271,1517=-563233,17-18=58M205 BOTCHORD 1-24=531/1671,2324=52911676.21-23=-52811676,20.21=-53011 671 WEBS 2-24=0204,1921=0294.10-11-171(355 NOTES- 1)Unbalanced roof 11.Ideas nave bean conelderad(.,this design. 2)Wind ASCE 7-10;Vult=130mph(3-second gust)Vwd=101mpb;TCDL6.Opsl;BCDLd.Opsf;R 5tt;8=456; -=24k eave=An;Cat. ll;Exp O;End.,GC0418;MW FRS(dredional)and GC Eder or(2)0-0-0t*36O,Intfidor(1)30-0 to 14-105,E dedor(2)8-0-0to 1&10-8,Intedor(t)18-10-8 to 20.93 mne;C C for members ant forces 6 MFRS forreactions shown:Lumber DOL=1.030 plate grip DOL=1.60 3)Protide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise Indicated. 5)This Imss has been designed for a 10.0 par bonom onoN the load nonoorcurrent with any other Ilve loads. 6)'This truss has been designed for a live load of 200pst on the bosom chord In all as Wnere a redangle 360 tall by 240 wide sill fit belvreen the bonen chord and any other members. 7)Provide mechanical connecflon(by others)of suss to hearing plate capable of withslauMing 357 to uplift at joint 1 and 3571b uplift of joint M. 0)Gral%Ilcal pudin represenlaflon does not depict the size or the odentafldo M Ne pudin along the top a11Nor bdftom Word '. QW4mvWd'vlANapnparn,rMo.YrJ aENOMdFE5 dN7aRINOICLYOFOYIIEN aEFEP4HCE I1aF1a)IAm.iPp>SVI6BWkEaBE �' i ce9y,wLtl Nr urn wYY"IP,MI,MP.,vewclns.It4dNan 6lmgO MYNx+rr Wrmlefen Lwwn aMkMm M.NW dlalpcanlnrmt rot LMmayakrn.telae lae.11'e WNrgdefklrar mnl vaXy Ineq{JxdllNoldeYpr I+EalnelersaW nropeTy L'tupude M[IBpJII Nb nleowndl l.apdeeal,.9WpLMcaledalnnrevaN bxlEnp ulMMlxl ll,s,Yekatll«clurEmeMal, V.MN,My1.InI�YWd�m�w^rr,�:OYl MiTek' adw%,M AbbLLY4lhuq bPerenlcdkpeWab�lie F�W.x LPFYadpqulY WnWe.(va 9ergrtl plYhrcer�dip xra Iadkalbn Gagy,delaay.aecMnatlluJpdalmssaW MssylenR SN/,XL/MI GUYly C1XeM.D3ad9 aq BCLMtlgCmlpowe a00<ee,b Em ONE. Sdely MamxMr wdade 6wn ism FKM1WtrIe.218 N.Im Saeei.alla 312Wemv1MVRY1311. Terrya,FL 3Y10 Job Thss Trlx:c Type ,% Ply 122811T111, T45711003931 CDmman 4 I ' Ballseg Commnue Suppy, 1—bo Mlle,FL-32258, Job Relererra lime) 8F1 ?cdVpr 132UP yrV-T IrMl6biee,011 Po Ppr 28 d2aft w0ai] Page, ]99 ID:?NVWdmeFL?cdVewlWllzmCW-TEBjR4zsyFOnINVKBiH?]nHCXrhyMlmilhM910 14.1°9 ss,-0 2WL ]s9 zz9 ia.o SG= yab=1:530 6,00 12 4 ass z2 3 s 2 s 20 23 4x5 i � 8 Ia 12 n 10 9 sffi II za4 ll gs&= DN II 4101: 4>no= ]'3U 14-109 zz-1q ad ]5-13 Etl I zo- 9 PlateO ]29 s0. 44 LOADING(pet) SPAGHG 240 C&. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 PIetO Gtlp DOL 1.25 TC 0.80 Ved(LL) -0.11 9-11 .899 240 Nf120 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 VBn(TL) -0.33 9-11 .999 180 BELL 0.0 ' Rep Stress Lear YES W8 010 Ho_(TL) 0.12 8 Na Na BCDL 10.0 Code FBC2014?P1200) Matax-MG Weight:1431b FT=20% LUMSM BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Ss byf wood sheathing directly applied or 2-2 0 oa pulins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling dorsally applled or 8-]3 M bre[in, WEBS 2x4 SP No.3 WEBS 1Raw at midpt 211,6-11 WEDGE Leh:2x4 SP No.3 MITel,recommends that Stabllusts and mgulred cross bhrlug SLIDER Right 2,6 SP No.2166 be installed during WPL ereCllon,In accordance with Sledlizer Installation guide. REACTIONS. gharve) 1.11]✓0.58,8=11]3M1ecM1mical Mex Horz 1=1]3(LC 11) Mex Uplift i_308(LC 12),8=308(LC 12) FORCES. (lb)-Max.CPnpJMex.Ten.-All torose 250(ID)or less excep when sM1own. TOP CHORD 1-2=9801818,2-4=-13881513,46=1382/SP,&8=-1882/593 BOTCHORD 1-12-"WI 9 .1192—M5/169Q9-11=421/1604,8-9=421/1604 WEBS 2-12=02]9,2-11=656@0],4-11=-19]!/3],6-11=-%W259 NOTES- 1)Unbelencetl routines loads have been considered forthls design. 2)Wind:ASCE 7-10;VUIt=130mph(Saiscond gust)Vwd=101mph;TCDl-5.Opel;BCD!=50ps1;Fr_25h;B--i5h;1=2411;wave-41;Cat. II;ENS G;End.,GCpi=0.10:MFRS(direc8onel)and C-C E bw0g2)O(YO to 36-0,Intedm(1)3-O oto 14-103,Ex1ador(2)14-103 to 1]-LOS 2on3;C-C for members and lon,as&MFRS for re eabons shown;Lumbar WL=1.60 plate gap DOL-1.60 3)This thus hes been resigned for a 10.0 Pal bottom Chord live Toed nonconcunent with any other live load& 4)'This truss hes been designed for a INe load 0120.Ops10n the We=chord in all areas where a rectafi&3&0 tall by 2"wide will fit between the boiom chod and any other members. 5)Rafter to girder(s)for truss to trues connections. 6)Fumble mechanlcal connection(by olM1ers)of suss to bearllg plate capable of Obstanding X,8 I,uplift at pint 1 and 300 to uplift at joint 8. WIpXWDpMlytlNpn pvemnmuMpFgOHOIE50N 1M64Nn OICLYDEa MIIEFPEFEpxNLE PA6Eb]4Anr.Ip9]Qpr6 BEMaEUSE. CwIpiWNfw isoNY'MT MIeFRawreclw.c MSMtlpnxlxwd aYV uponrracmelei5nm.atllslm MNkxM Wltlxq ttmry,renl.ml Irk syiNrn.Batons pre.Me b.Iklrya Ilep3ner n,ul ueaH Ins 4i4k W Ily d datlm fbanerm,aq pq¢dY x,capdab IK deLJri Mo Me wall DnlUrq(YtlPL IxoY- 9t�detlain per'aJ dctlr9 ellMMxd 11rOueDaMM lu+OmNnt9soYY.M9pvvp lanndW ad�mia'en,GM'q �k' 6Wgsrapletl lq 6NtRlym]b PevenlcoPgYe MlhleFarpdpexyad'PM IYdanWa. fadspyrdptlaira re9vh{rM 14vkamn rRx/ga.de4mpy.aeclpnogd ftp ollnrmcoHln4rryienc mgl,aR/1p11 GUNxGWr1v,DBedpaq PCL PWJpCpmp4Mr1 spat PmXS EeueM. .YINy IManpXm ONLMe Fwn 1r�Flde FeXMe.RIe N.lea SPeaL Slle]12 eK�aMh VhY1314. Tarrye.fE 9Z1a Job TxS6 Toss Type •Day Ry 11003832 f2280TOA 746 Hell Hip Girder 4 1 �Jc132011 ase o dust BaNInA Compwenl SUPDIY. Jatl¢mville.FL-32256, 8.110 n nationaI ex marl)al,Inc. HiAp 13201]MiV%lnI,RuSxcZT2jd Apr2814:25:0o201] Page1 ID:?KVLMdrreFL9NV0wJVViIm.CW-mWWSbRve9¢Z124 gCXOMU_BOSXB]%eFHwtABln 200 BAO 2a0 4a0 Scale:V.V 7A— WLED 05 It 2 0 3 8.80 12 1 1 B 10 NAILED ads U sea II 2.oa 6-0.0200 a0 Plate 0lNata IXVI— D'P2A 04J111'0-0-3 0 5 01 11'0.610x37,120340.2-0113'Etlp 0301 LOADING(psf) SPACING 24O OBI. DEFL In Qac) Udell lb PLATES GRIP TOLL 20.0 Plate GOP LudeterDDOL 1.25 TC 0.50 WWillill 0.02 4-] >999 240 MT20 24U190 BCDL 10O Lumber DOL 125 BC 031 H.(T) -0.04 4-T >999 180 BOLL 0.0 ' Rep Stress Icor NO WB 0.00 Horz(TL) 0.01 1 Na Na BCDL 10.0 Carie FB02014?1,I2007 Mebix-MR Weight:211b FT=20% LUMBER- BRACING, TOPCHORD WSPNo2 TOPCHORD SlmcNrel wood sheathing dftecly applied or 6-0-0m purkins, BOTCHORD 2x4SPNo,2 except and verticals. WEBS 2x4 SP No3 BOTCHORD Fill calling directly eppllel or 10x0 m bradng, WEDGE E Left: Mill recommends that Steblllows and rer dyed cross bradng 2x4 SP No3 be Iretdletl rus during there erecllon,in aaprdance Mth SMbllimr REACTIONS. (Ib/size) 4=42ft-C cM1anical,1=251NSA Matatla9onuide. Mex Harz 1=42(LG25) Max Upli0 4=-11](LC 5),1.81 gLG BI FORCES. (Ib)-Max.COmpMarcTan.-All forcW250(to)orleas except e1ten shown. TOP CHORD 1-2=251/115 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VWt=130mph(3-secwM gust)Vasd l0lmph;TCDL-50061;BCDL=6.Opsf;11=2511;13y151t;L=24X;neve-41t;Oat. II;EV C;Encl.,GCIN-0.18;MFRS(direcaonat);Lumber DO1=1.60 plata grip D01=1.W 3)Provide adequate drainage to prevent water portding. 4)This truss has been designed for a 100 on bollen chord live load nonwitcurrent Win any other live loads. 5)'This truss has been designed for a live load of 20.01 on us bottom chortl in all areas where a rectangle 380 tall by 2-0.0 wide rill fit between the bottom chord and any other members. 6)Refer to girdegs)for truss to truss connections. n Provide mechanical connecron(by others)of Muss to bearing plate capable of withstanding 117 Ib uplift at joint 4 and 81 to uplift at )ort 1. 8)'NXLED'indicales 3-10d(0.148"x3')or 312d(0.148'x325')toe-nails per NDS guldllms. 9)Hangouts)or other connedion devices)all be provides sufficient to support concentrated 11 96 to down and 103 to up at 200 on top chord.and 281b down and 321b up al 2-2-2 on bottom ch¢m. The desigrJseledlon of smh connection Oevice(s)I6 the respotleibiliyofeMem. 10)In the LOAD CASE(S)section,leads applied to Me face of the Wee are meed es Iron)(F)or back(BI. LOAD CASE(S) Standard 1)Dead+Roof Uve(berai :Wmber Increase=125,Plate Inchissal t25 Urdlmm Loads(pit) Ven:1-2=60,2-3=60,4-5=20 Con re luded Loads Qb) Vere 9=23(B)10=10(B) A-sweve VMnaWpn{wwreranapaFJeNOIEeON lIN6pNewCLUMUIM/EI(aEFEapNCEpgaEM4i4i]nr.I6OYN15aEPoMUSE IM:aYln Wplw lila on141'gln W"e cunq[:Irn.RedxyylkL tloiYYK��Wamol✓rt tlwvm.aNklum MlWNp plYMgcanrvwxll.rot Irlm ryNxn wrgchervi lWpd"der. mint velllylM grykWlNol Ua�afvm�¢kxsadgaMdYelcolVaoB 11Y5 Wlbnlnla ll'e wall Irlapdayn. B411g FY.aletlklopwall Wcxxy olYxMAgla�waoawachortlrrwn16ar.MY.P6]IIwM @rlpvm/pgrgnnulall onto B, I nr M ubin M1evenlcd9T.ewBbf 3e WnaJ MrvaltlarwaMdun�e, fu Oawtltoul oo elq'�4r9 Xe ^• amyellemlaMa wdlm eom l�ilm�pN411�BMoz1 xa�iae�6are�ex s�imalz aervamxlax.4ms-n°Iw eeo xl�mpe°Iro'r.a eBw peek.F.a6N4. ^P..FL pilo Job Tum Truss Troe •Ory Ry 12280T0A Td] HBIf Hip 4 i 11003833 Job PcferercA o loml &tildMg Component SumlY, JacksonMlle,Fl-32256, 8.110sr 01JRincomes.lrc1E. FitA,2C6?C1D1B2u5k:J0L1&2wm]MP2Mag81a1 ID:? VWOmFL?WVWilmW-PUE5ECCu5Bm11 4A-0 8-00 d0O 2-00 3uN=11].9 US= 2 ew 12 B 1 5 4 2W II 3511 4: Ge o 44o z4m Plata 0lNaN(x,Y1- R'0.0-10431 f1'OA30.5-0111'0.240A]I _ LOADING bad) SPACING %0 CBI. DEFL In Qac) V"I Ud PUITES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.32 Ved(LL) 0.16 5E >441 240 W20 2441180 TCDL 10.0 Cooper DOL 1.25 BC 0.68 Ved(iL) -0.25 5d >282 180 BCLL 0.0 ' Rep Stress Ina YFS WB 0.07 Horz(tL) O.ld 3 Na We BCDL 10.0 Co0, FBG2014RP1200] Mobil Weight 231b FT=2PH LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPGHORD Sbuchi lwootl sheamrq clearly applied m 640m purns. SOT CHORD 2x4 SP fil BOT CHORD Rlgitl caging drecllyapplle0 or 10.0.0 op Waring. WEBS 2x4 SP No.3 MITek recanmends Mat Stabl0zers and requlretl crags bredng WEDGE be Installed during trove arealon,In aaorCarse WM Slablllxer Left:2x4 SP No.3 Installation idle. REACTIONS. (Vaize) 3=581sAedtaMcal,4=1MMechanicat1=23810-58 Max Lora 1=W(LC 12) Max Upin 3=-02(LO 8),4=-50(LC 12),1=44(LC 12) FORCES. (11c) Max CorroNax.Ten.-All forces 2%(lb)or leas exwpt when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13(mph(3-second gust,Vionfi 1mph;TCDL=S.Opsf;BCDL=S.Opsf:h-25ft;B 51t;_=24f1;ano=4Q1 Cat. It Elm Q End-GCx t).18;MW FRS directional)and C-G Exlerio(2)0-0-a to 340,Inteda(1)3 0 010 4-0.0,Email 4-0-0 to St 1 4 zme;G-G for members and forces 8 MFRS for hempow shown;Lumber DOL=1.60 plate grip WL=1.60 3)Pronice adegwme drainage to prevent water ponamg. 4)Tots truss has been assigned for a 100 had brUmn hoft Ilse load noncorcument with any other Ilse Inds. 5)-TMs muss has men designed for a live load of 20.Opsf on the bottom chard In all areas were a rectangle 3 E0 tall by 2-(YO wide will fit between the bottom chord and arty other members. 6)Refer to girdar(s)for truss to truss cmnedlons. 7)Provide resident"conneofion(by others)of truss to bearing plate capable of wllhstandimg 42Ib uplift at joint 3,50 lb uplift at joint 4 and 44 In uplN at Idnt 1. tlwA.-YMry JSM9npv.m--1aEda NOTEe ow IaB As.P'CLVOEa Anis aEFEP .IIme.11TJ is,16r 11 aEFIX1E U5E mat t11]Ionmr m w,m MmeMfninuxaoind—le,1. nlwY .1 wcanelen.owrtadklamlrvlMdpl WklLg rniµwvvnt rot �� "no WLLal. wockq OutNeOkbpeve�nl�tali` Mlrvoliv Mxl MarvwerDavla/mMOmemCciaWY rvMka�W em"M1llormmaa.-on R Winn rentw�lb M.IYavllo pevamicW¢MM1%�ePSuxd t9xyuvlpwrwly Wmcyre. b lPl�use lepaw,lne Mielk ""' sonny elw[ga WWery astn avla Ypori It fee se-1, enc ANL/da pully CMxb,wad9aM lCu Eo FL 3t'sax v610 a.lylMpmlpn aA Ae hpn amp Rmla raMllM.zla It fee sxrel.sne 3lz Plex<edM vw 22J u. BUIkYipam�W�l T,,FL a]610 Jae Trues T.Type Cy pry 00983 12280TOA T48 Common Glider 1 2 Job Preserve017Mlrime BddirS COnpmwnl Supply, Jedvarmlle,FL-92268, e. WV fir lz0 VV-iCe la eSgIFInc. Fn Apr 28 1425:02201] Page I pMN ID:ikVWdmeFLictlVBwJWiIzmCVV-ICIale6azV5glFmyeTIP✓IXIOTPJIWueXSeiLMMpzMen a+ao 7a4 +t.4o +soE atao 3.e.0 sPo a.ae s.e- scale=,209 3 &ao FIT aye. ms 2 4 + s 12 ,5 a ,6 ] 17 & 1 6 THM YB II I'll ]a+o- THM 3r8 II TH.. 8x6- THM THM Trill 3+ao 77 0 ni0 154E a+ao saD s90 sEa Plata OXseb IXYI- 11:aaO a-z-tx l5:aa0 Q2A7 Ie:aw o-tEl RQso a4El lBow6atEl LOADING(psi) SPACING- 2-0-0 M. DER. In gods) All US PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ven(LL) 0.09 6-7 .999 240 W20 244/190 TCDL 10.0 LMnM,DOL 1.25 BC 0.83 Vwf -0.21 S] 0875 160 BCLL 0.0Rep SOess Ina NO WB 0.93 HOr2QL) 0.05 5 me Me BCDL 100 Code FBC201ArTP12007 MNNc-MS Weigh IN Ib FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Strctuml Mad sMMNng directly,applied a4-2E oc purlins. BOT CHORD 2x6 SP No.I BOTCHORD Rigid Idling directly applied or l a0-0 oc mann . WEBS 2x4 SP No.3 WEDGE Right 2x4 SP Ni REACTIONS. (IWsize) 1=161&QS8,5d634Po4 0 Max Hprz 1=88(LC24I Max Uplift 1=-1272(LC 8),S-4270(LC 8) FORCES, (lb)-Max.Comp Mier.Ten.-AII lorml(to)orlaes except M.-fMord, TOP CHORD 1-2=-7]]9/2145.23=-582]/1845,33=6824/1844,4-5=]56&2085 BOT CHORD 18=-1815&8890,]E=1866/6880,3]=1810/8865,58=1610/6695 WEBS 28=333/1]15,2-]=19]6/591,3]=1334/48]8,44=-+]441526.46=-402/1553 NOTES 1)2-ply truss lobe connected togethervnth 10d(0.13113')nails as tolls TW chords connected M follaw8:2x4 1 raw at 0 9d W. Bottom chords connected ea Id ores:2x6 2 raves staggered et 0-"w,. WeOmnnWd asfollows:2x4-1rowato-90oc. 2)At loads are considered equally applied to all plies,except If noted as Vont(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to dsVibme my loads noted as(F)or(8),unless otherwise indcaled. 3)UMdanced mot live loads have Ween comment for this call 4)Wind:ASCE 7-10;VuIk130mph(3secondgust)Vasd=l at mph;TCDL=5,0pl BCDL=5.Opsl;h=25X;B-151t;L=24f;mvedX;Cat. II;Exp C;End.,GCWl 0.16;Ml(drectiaml);Lumbar DOL,-1,60 plate grip D01=1.60 5)This times has been desgrad for a 100 psi bottom chord live two nmcotwunent with any other live loads. 6)'The truss has been designed for a live load of 200ps1 on the bottom&chi in all areas Mom a mctengye 3E-a all by 2-a0 Mde will lit Menem the bottom shod std any other members. 7)Provide mechanical conMGlm(by Whom)0 Voss to bearing plate mmme of vitMmgirg 12n It,WAR a Idm i and 12M It,uplm W,,nt 5, B)Use USP THD26 iWIM 16o rolls Into Order&NAOD nets into Trom or equivalent spaced at 2-"M max stafng ad 1-9-12 from Me lett And to 131-4 to corned tmss(es)to from ince of MXom cmm. 9)Fill all net Mies Mom hanger Is In contact with lumber. LOAD CASE(S) Standard 1)Dead a Root Uve(balanced):WmOer Inemase=1.25,Plate hi a rse=1.25 Uniform Linos(pin Ven:I��,35=E0 412=20 �w4PFw6 Vnlry 4daapv�rx Eo W1 FMY dl' ceLT Akl ra moNYw+m M1aY¢ . nttlrvl 1 N .. dh( tl II IwgLem Wlaeu¢p¢dltAgmlywrnawlveAN it X JI xmlN 11 9 1 ] s nv4�batom m °c"° Mrne 1,.„nr1 Mil .k,,nNogg.dare,ae[:IYsrutl p¢xy.1. W1 h'..ile�m-vornarel pudfN Imam.Wil.G 11 PJMxp ..repok. 914 F a,xe Esse ekd. amm lmgmanoa awldxe aom+r�Rme 4ana4e.zra n.rae e�... e.�..mva Hata. I. 1 Job T. T..Type von, pP. 1t2BBTOA TCB Common GIrEw 1 TIIOW iG 21JbPi —•-•••v »•w••^^"W'V9. aaUsonwse,n-azeaB, B.1tBXApr13201]MiTBklMi V5gl, TlMpr2PMWXSwW pMW IO:]INLNEmBFL]aNBwJVYImiCWICIBIaBUV5gIFnryaTIPNE02P%VYVB%SwIMMpN19B LOAD CASE(S) St.dtl CanceMMM LO .Ob) Vw1:8=-1153(F)7=1158(F)6-1158(F)15 -1158(F)18 11W(F)17-1153(F)18=-1153(F) A wq RNw4 ryOnlp pva O EV BEFOP �� MM Bel wY�m MII. 1 '�Nlkl t3 _ WYx# Y NW � n 91 .I r I✓Lp q r W dl .Iyy MiTek' e nmwrwr rum �1 n ,xnmr�%rm wv�Ir.o�nvu�wre 1 - IPwl to � � xrtvllm 1po3e tlHNar a�eylmaxib¢'kgdarmes a ry[Iemc meAN9/1%I CwXy cMMu e.W aq BQIXOIIS yCo pamnr saw v.,x.EM B1A. XMrlNamaXm avdWetan Fm PaW lutXpe.418NLee51ree1.5Jb312 NeRmula Vh Y131 E, ienq,iL ]>i10 Job Truss T.Type aaty Ply W T110035 12280TOA T49 Hip Girder r I 1 _ "Job Rel to 0onall Building Component SUppy. J Ifabbville,FL-32258. ILI10 s Ap 132017 MITekladeres,hb. Fri Ap 2814:25:03201] Page ID:9KVLNdm FL7COV8 ,lxm -LOREVW7UkpDh PKBe SRV1 pIOdrycPVSWUFd.IBIk 66p B2-0 1520 g¢0 I 32-0 600 Y9Ie.1:274 WILED ted "LED MII 2 13 3 6D0 12 w A 4 1 1"a 14 16 a 16 5 tT 10 NAILED WILED q4 II NAILED II WALED MILEO NAILED NMLED IN II 649 42-0 1520 640 32-0 660 Plt OXseb(XVI 1 '0610-03111'0.03 507,11'O3J0.1-111,1 "O41 D03111'0-030-5-Ol ld'O3-10-1-111 LOApNG(paq BPACING 260 1.,`51. OEFL In (Mc) Vast) W PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 06B Ved(LL) -0.15 8-9 >989 2b AR20 24G180 TOOL 10.0 Lumber ML 1.25 BC 0.70 Ve0(TL) -0.29 6-9 >628 100 BOLL 0.0 ' Rep St. nor NO WE 0.15 Ha2QL) 0.03 1 We We BCDL 10.0 Godo FBC2014/TPQD(Dr WDIEMS Weight:SB lb FT 20% LUMBER- BRACING TOPCHORD 2f4SPNo.2 TOPCHORD Simdural amps shearing direcgy applles or 3-6-5 oe puffins. BOTCHORD 2x4SPNo.1 BOT CHORD Rigid cNling direMiy applied or 8-10-3 oc bdedng. WEBS 2x4 SP No.3 MITek rewmme A.that Shrodi30re Entl requbetl cross bredng WEDGE be IrnWled dudrg truss eredlon,In accordance Win Stmillrer Left:2x4 SP No.3,RIgnt:2x4 SP No.3 IrIslNlallon ultle. REACTIONS. (IWsi20) 1=1233r)-58,4=1231AE68 Max Hort tdl(LC 7) Max Up1181=-421(LC 8),4=420(LC 8) FORCES. (Ib)-Mex.ComplMax.Tan.-All Iorces 250(lb)or less except Men shown. TOP CHORD 12=-17431578,23=15251566,8-4=1742/579 BOTGHORD 18-441/1510,58=i 1525,45 441/1510 WEBS 2-6-1 WW7,3-5=-151389 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE i-10;VWt=l Wrap(3secone gust)Vasd=101mph;TCDL=S.Opsl;BCDLs.0psq b=_2511;13 15R L¢4ft;eave-4d;Cat. I[EV C;End.,GOP=0.18;MFRS(dlrsctlonag;Lumber OOL=1 W pate grip DOL=1.60 3)Provide adequate drainage to prevent wafer ponding. 4)This truss hes been designed for a 10 D psi Wftom chard live load nonoorlcurrent Win any other live loads. 5)-This buss hes been designed for a live load of 200psf on the bobbin chord in all areas Mare a rectangle 38-0 WI by 2-0-0 Was rill fit Esteem the bottom chord and any other members. 6)Provide medwIcal comedian(by others)of buss to beading plate capable of W10dendirg 4211b uplift at joint 1 and 4201b uphill at font 4. 7)-NAILED'Indicates 3100(0.148'x3')or 3-12d(0.148x3.25')toenails par NDS gultlllnes. 8)In the LOAD CASES)sa d..Ioade ap,IW to the tece o1 Me dues are noted as Iron)(F)or back(B). LOAD CASE(S) Slendard 1)Dead.Rod Uva(balanced):Lumbar hlcreaee=1.25,Plate Irrcrease=1.25 Uniform Loads(pit) Vesta-2-60,2-3-0,3-0-110 7-10-20 Concen osted Loess Ph) VON:2-97B)3-97(B)6=E0(B)5-60(B)13 97(13)14=-230(B)15=159(B)16-W(B)17=-1 W(B)18=-2W(B) QWIPNNa-YwIry MNgnpremMr�urd aFAb NaIEe WITI1a ANa WCLYOEb Ia/Ex PF£ENI NCEPI4EM.1]4Anr.IWYNI6 aFfbaEa4E .peer vtlblw u.�wYYw1m MIlea4ilcmwt'evi IIMMNg,klvaetl aYYUWnpoanelmflwwrt mlk krxMlUnl Wdry{<[ml>wx+nl.roi MnneaMn Pales us.IMd9bp roeYenmel YonN Res[pplcdallydd.1Wanelenauncol Y ncuW ale poesIV pannovad dWg dMpt BW V YVYUIe[Ixb PowNdtlY9AYM6tItl MwebagM lrrerrwm[aspeY.Mk1dW @mW W aW Idmxxeal duJr9 6dxaKre[GAedbsllaMagbpew,NCMQm v.T MLio VomrJ'HxYaMpapalY dan�. ra 0lrbnx Pxduwe r4NU'VM BW4PeM Exq BW pMcobliMoy.JelNsy,ereclMradd 4p of LumaVq aimryLennne4X91/NRI OW/Y Mwhp9ad9itlaCYYiMgCYNorynr Targe.GL'1M10 Pwysaommr owmlarwa piRlTab senna.zle x.lae seal.smalz aeaala vnzz3le. Job Truss Truss Toad xrny Pty T11OmlKsb 12200TOA T50 Common 0 1 JobR 17Mie(0pdustri BUIdinOCottperwni Supply. Je01¢atWlle,FL-32258, 8.110."IA W-LO iEVW7Uusbies,lm. Ri Apr201drG VO1] Pege1 ID:?NVLNtlmeFL?cOVBwJYV11xmCW-LOREVw]UhpIXrvPK6lNOeSr9V?pxrtlR3ryV5wuFtAelk ]-]-0 1520 6.- Sulea IQas 2 6.00 F12 13 12 11 10 3 Id 4 3R 2x4 II 3rA II ]2-0 1520 -0-0 ]-0-0 Plate GMdr% r 1.001043 1.0690.50 1.038E a 3:001003 3:0490-5-0 3:038Etl LOADING(psq SPACING 2 D CSI. OEFL In Qac) IA l Ib PWTES GRIP TGLL 20.0 Pllne GBD DOL 1.25 TC 0.69 Ven(LL) -0.10 0.10 AN 240 MT20 244/190 TODL 10.0 Lumber DOL 1.25 SC 0.57 Ven(TL) -0.21 410 >871 180 BCLL 0.0 ' Rep Sham Nor YES WS 0.13 H.(TL) O.W 1 Na Na BCDL 10.0 Cotle FBC2014?PI200] MaNx#IS WeIghL 5810 FT=20% LUMBER- GRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural eopd sheathing d6ectly applied!or 5-D4 co Purim. SOTCHORD 2x4 SP No.2 BOTCHORD Hlgitl cefling direclfy applied or l 0-0-000 bracing. WEBS 20 SP N0.3 MlTek recommends Oat Slabilica s and requiretl cross bracing WEDGE be Installed during truss election,in accordance With Stablllxer Left:2x4 SP Nos,Right:2x4 SP Nos Instellatlon gulde. REACTIONS. (INslxe) 1i 7] 5-8,3 07/058 Max Hour 1-89(-C 10) Max Uplift 1=1%(LC 12).3=159(LC 12) FORCES. (Ib)-Max ComplMex.Ten.-All forces250(Ib)orless excepiwnen shown. TOPCHORD 1-2-820/315,23-8201315 BOT CHORD 1J-159/851,3L=-15Rr851 WEBS 2-4,Q/33] NOTES 1)Unbalanced mal live loads have been considered for this design. 2)WIML ASCE 7-10;Vult=130mph(3-Second gust)Vasd=101ni TCDLd.0psf;BGOLd.Opsb f 25ft;B=4511;L=24f;eeve-16;Oat. II{Exp C;Encl.,GGp=0.18;MW FRS(directional)and C Erded0N2)010 to 30.0,INe0m(1)3-0-0 to]-]-0.Ededor(2)7-7-0 to 10-0-0 xone;C-C for members and fomes 8 MFRS for mac0om shown;lumber DOL=1.80 plate grip D0L=100 3)TMs Masa has been designed for a 10.0 pat bottom chord live two noncomurrenl with airy other IIVB loads. 4)-Thls Was has been designed for a live Intl of 20.Opsf On Ne b0l0m chord In all areas xfiere a rectangle 3-DO tall by 2-00 Most Will fi between Me boon chord and airy other mandate. 5)Provide mechanical connection(by others)of Masa to basing plate capable of Withstanding 159 M uplift at joint 1 and 1591E uplin at joint 3. AW4aIlMc.VeMy Nagn vvamalxaeMaE40 HOxEa 0.W IIIIa<xo XILLWEp MIRxeEFEP4xcEVI6E MK]anrev.lOOLNIsaEFOMUK Ceskn wLd lw me wtlYwAT MIeW cwreda¢.RY[�4a�6[xmdanlY 4T+aM wr�elwsLwwrtaalslwmMlW alWdlp canMmnl.rot � M1ti9y6tan eelwe�.6¢dYSgOef�iw mill vallyll¢gWAkWllyol WN,M�Wmielws W pgtetlY Marxxw INtnwpnlnloll¢ovatll d,dnp deters ®mho McaRO6NpB'/w.11vclJn,o11M1Ad Norweb Tt,/wcf�wOmaMw.wlW.Mdsay Mnpwwyatleennvml Latin M!TeK s ways rwalz]beYtIXYaMto l..ewnt wMl4�v4NpcNe M'vays nlFvaie PwtwfYdatxgs. w[yaadabace repvW nN fdmnbxm nwaDa.dsx+®v.wecmnaab«Iroofmse.sate®mtwn.reewwwlrnewMc/wle.ms.nwa xslaumatompw.l axe seta 4nwWtn4nm4m vamlex0m NE PwYWxt1a 318 N.lae Speel.9sle]12 MerWbVAYO14. 'I ieiryeeFL]Y10 Job Times T—Types ply Fry I10IXiD3] 12280TOA T51 HeII HID Grow1 1 Job Reference Industries, Spacing Componenl3DDPNack . JaonNlle,FL322 - 58, 6.11D aApr 13201]MRak ndreides,irc. Fn Ap291425:04201 21MDTChill ID:?KVLNMaFL?W VBwJWIIm,CW-qb?gG08V]LYXYVLIUM_ InME_IIegTOMAefj 20-0 ]Sb 200 SSB sma=ou.1 4E= N41LED MILED 3N_ a00 FIT 2 9 10 3 1 Li 5 12 3rd "LED NPILED 4 35 II 44 II 0 -04 ]33 030 M9 03 S58 PmmOffseti 11'0-230390 11'049 05-01 11-0411 0.901 19'0 -120-1-81 IS'0-1-1261-W LOADING(psf) SPACING 2-0-0 CSI. UEFL In (Ix) VMI W PLATES GRIP TCLL 20.0 Plate Slip DOL 1.25 TC 0.82 Vea(LL) 0.05 43 0999 260 MF20 B"190 TCDL 10.0 Lumber DOL 1.25 BC 09 Vmt(IL) -0.07 4-5 >999180 BCLL 0.0 ' Rep Stress mor NO WB 0.15 Hoa(TL) 0.00 4 do We BCDL 10.0 Cotler FBCM0 PI200] MNdx-MP Weight 36 In FT=20% LUMBE(L BRACING TOP CHORD 2x4SPNo.2 - TOPCHORD Stmcturel wood shealhang dlredly applied or 6-0.0 oc purlins, BOT CHORD 2"SP No.2except end vellicels, WEBS 2x4 SP i BOTCHORD Rigid ceiling dludly stopped or 100-0dd brei WEDGE MiTek recommence;Thal SIeOiIlxels antl requiretl cross hrednp teX:2x4 SP No.3 be,Installed dums,trues eredlon,in accordance Win Steblllzer InstalI.a-1 uIde. REACTIONS. (Iblslze) 4=312N-58,1=319003-8 Mex Hoa 1-12(-C8) Max UplM 4=MILD 5).1-197(LC 8) FORCES. (lb) Mex Canp.IMax.Ten.-All tortes 250 Qb)Orless except when shown. TOP CHORD 12=-480/327,23 381293,3<=25]1190 BOT CHORD 1 5=-290/981 WEBS 3-5=-3031396 NOTEG 1)Undefended roof live loads have been Considered for this dasign. 2)Wind ASCE 7-10;Vu11=1 Wani(3-second great)Var d=101 mph;TCDL=5A,,M;BOOL u5.0Psf,825X;R=15ft;L=2411;aave=4ft;Cal. II;Exp Ct Erel.,GCi8;MW FRS(tliredii canlllever left appear;pomb left and right exposed Lumber DOL=1.80 plate grip DOL=1 eD 3)Provide adequate drainage to prevent water pontling. 4)This truss has been designed for a 10.01 bottom Mod live load nonmrcurrent with eery other live loads. 5)-This truss has been developed for a live load of 20.0psf on Xre Whom chord In all areas where a howl le 3GO hit by 2-0-0 wide will fit between the bMmn chord and any other membem. 6)provide mechanical connection(by others)d truss to hawing plata depade of uiNslanding 240 to both at Joint 4 and 197 to uplift at joint t. ])"NAILED'indcales 31 Od(0.148'x3')or 3-12d(0.148'x3.25')toenails per NDS guldllmor 8)Harrogate)or other o pmecion devices)shall be provided sufficient to support concenealetl Ideals)EO to down and 108 to up at 2-00 on lop chow.SM 22 In down and 11 Ib up at 2-2-2 on bottom ch not. The designiselecti n of such connec8on drorce(s)is the respomiblllly0lothers. 9)In Her LOAD CASES)section,foods applled to the lace of the buss are noted as front(F)or back gg, LOAD CASES) Standard 1)Dead s Roof Live(balanced):Lumber Inc ment.25,Plater Increspea 25 Uniform lu a is(pip Ved:1-2=490.2-3=30,6d 20 Concentrated LOM.Ph) Vert 5=16(F)11=-10(F)12=1 O(F) �WIM/YNi VwIN 6/rKnW=^�1^mOaUeNd]FS ON]X6CXG AYCLUOEa IMEx FEEFAINRPIGEIM]4Arev.lOOL3J159EWMV5E Tud'tl ld�aYY`Mlh IMIKemnredon.11'h W9enk Lvamlon,LW<n EvpeF oYiown.wWIrlwm MIVMue dXdrg con,pornnl.rot I—sp1 aelwa-r1.hommutl *,v mutlwrar the""many oro Wn Wum...... lgopoAY lrcuK Vle ink CeLL3n InW X'a ovrvdl rxaaae cetera.acclplNF.mNalorxavanldcaaparnawaalamwabmal«or�ommamban..err.Aa�MJlampxayad{RmWianlaa'Jrp MITOW kdwoy ]ietl Hx wx,laVan.l to gawnl edky'a wlmraoWepanuxd k4EYmlga�dYGmvbs. fw ytt,ad gMaice raaad✓Jlne PoFF=ME„E. rakMarbt vunmltl Nnr a,eclbn aN dackp of on—no,Nm TalameaaWLWMI Goon,CIFeq Doubt anal edit lWYnP C4mpsnxY e ,w,YbmWlm awLGIM.I—now,I.,,RI.N.tea Stree1 el le a12 Plaia[Nb.VA.IJ 11,FL.10 c Job Tress Tmss Type pry PIY 12200TOA T62 Helt Hip 1 f T1f0b3W8 J R f 0ndualar --•-••v Component Supply. aac.mnnnan-a'[x. 8110sZVIs IIam1)MITek lntluNies,IRC. Fd Apr2814:25:0520p Paget ID:?KVLNEmeFL?WVBw.NViImICW-InZ?Y,c0kOpTOBiUXpbI6XGFIScr551GUGpa0x0zMeli B'0 M.M 4b0 35b 3Cale v 1'.1Z¢ 06= 2x4 II 2 8 3 aW 12 a 1 4 SA= y = k30 4P0 yg 03 Sao yS.B Plate Otlaeta lXYl- 11'0-03001111 06-00-33111Etlp 0-2-11 LOADING(pal) SPACING 200 M. DEFL n ooc) bas' lb PLATES GRIP TCU 200 Plate Grip DOL 1.25 TC 0.56 VeR(IL) 0.25 47 >348 240 W2O 24W19O TCDL 10.0 Wmber DOL 1.25 BC 0.50 Vad(TL) -0.23 47 >3)5 180 BOLL 0.0 ' Rep Stress Bnor YES WB 0.10 HorzTL) -0A2 1 ne, Na BCDL 10.0 Code FBC20147PAxon, Mebl%-MP Weight:33D FT=20. LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Stmclural waotl sheathing directly applied or 800 oc purlins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid telling directly applied or&4)oc bracing. WEDGE MITek recommends that Stabllirers and required cross bolting Leh:2x4 SP Nosbe'msteled dam,truss aeAlon,In aaordance WN Stabilizer Iwtallekon olds. REACTIONS. MaxH) 4=MgLC 18,1=293N041 Max Horz 4=83(LC 12) Merl Uplift 4=-210(LC 9),1.168(LC 12) FORCES. (lb)-Max Comp.IMax.Ten.-All forces 250(Ih)or leas except wfien shown. BOTCHORD 14-26511% WEBS 24=2271324 NOTES 1)WIM.ASCE 7-10;Vu0=lW.ph(3 second goat)Vaml01 mph;TCDL=5.3pst BCD(=5Ops1;h=25X;B=45X;1=248,eave-41t;Cal. II;EVC;End.,GCpl=0.lS MW FRS b.ianal)amd C-C Extedor(2)0.00 W 30-0,Interiohl)300 to 40.0,Etlador(2)460 to -312 zome;cantilever left expwW;porch lett and right exposegC-C for members and fomes&MW FRS for rewtlons tmeam; Lumbar DOL--1.60 pate grip DOL=I.BD 2)PmMde adequale drainage to prevent water ponding. 3)This buss has been designed fora 100 psf Whom chord live Iwtl noncencunent Win another live loads. 4)-This tmw has been resigned for a Ihre load of 2O.0psl on me bottom chord In all areas Miss a rectangle 30O tall by 2-0-0 was WII fit between the bottom chard and any in.members. 5)ProMde mechanical connection(by others)of aws to Gearing plate capable of Mishandling 21010 uphill at)olm 4 and 1W to upllll at joint 1. All,W4 RMMa-Vn4yCWpn pa.anrerm end BFAa N0.on fa6INa N'CLVMaieIIEx REfEPxH[EYA6E N6 i0Am.faRMXEBEF0NEV3E I.a—Mmcl MYJIu va, M'IMhe"carso cei"Une, .,hy,xrkM the IodYyVrnefor, axewvn..mlhlwm MMdxf n canWa'nr,mr ff bondoo 9OcN�� dY�ow hc'�rnM Mohweb aMranwr��a MM��ak RY GH rlriblla ovaW k W.vp rapea]Ia.kxylvaan iwrNauYaW Pwm�miM Jp MITOk' wncman uaga.aRe.•Rry.anemia md'bim P�'emPAamaxx R4rva+d anP«+vmnaea wra.riRraeRtlax:a rN9aa.o Rw YMy H4lmdMr wrldYe Ran rn®pgelmnlule.zle n.lee sneeL SM'Y@aiz,NevaNl¢l'vWAy�lyrgMq.WHaap C9lW2ny Canpnrwa a6w v. EWexa. •W..sLa In Job To. Turas Type ray Ply T1I00393B 122WTOA T53 Hai I 1 Jab Reference o Nonal Building Colnqual Supply. Jeduomilla,FL-32256, e.110,Ap 132017 MITek Industries,In . Fri Ap 2814'25:052U1 T PogM ID:2KVWdmaFL7cEVBxhAAIzmCVV InDw kGOTMU%Gbl6%GFffcc351auGpeOzeeMell &60 758 60-0 1S8 µ5_ S ale=1,23.3 2c4 I 2 GM Fiff 3 0 � 1 SIA =^ s,e= 6.04 sa see 1-se preneoffsel I ' 3001111'65-00-0-311 'Edg 0.2-51 LOAD72.Z SPACING 2-0-0 CSI. DEFL. In (roc) UtleN W PlATE6 GRIP TCILPlate Gdp DOL 1.25 TO 070 Viii 0.35 4-) >253 2b MT20 244lt90 TCDLLumberDVed(1L) 47'CLLReptre08 _(TL) -0041BCDLGods FBC2014RPI2007 Matrix-MP Weight:34lb F7=20% LUMBER- BBACIN(i TOP CHORD 2x4SPNo.2 TOP CHORD Stmofurel mod sheathing dlreotry applied or 600 oc auins, BOT CHORD 2x4 SP No.1 except enc comcafa. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or Ill OG bracing. WEDGE MITek recommends that S1aMrizere and mail erose bracing Left'.2x4 SP Na.3 pe inxlal'e Curing flus,ereellon,in awordance MM Stahl izer Irlafellalron aide. REACTIONS. (Ild/sna) k293N-58,1283b3-8 Max Hoa 1=124(LC 12) Max Uplift 4=-211(LG 12),1=-1 W(LC 12) FORCES. u1n) Max Gomp4Mex Ten.-All lorce52W(IMorless except Mien shown. WEBS 24-182257 NOTES 1)Unbafenced roof live loans have been considered for this design. 2)Wind:ASCE 7-10;Vult Wmph(3-second guap Vasd=101mph;TODL-S.Opa;BCDL=5.Opsf;tri B�5ft;"411;esus=4X;Cat. II;EV C;Encl.,GCpl-0.18;MFRS(dltecNonap and GC Exhaoi 000 to 300,Intedw(I)3-0-0 to 6-04,Extellor(2)6-00 to 7-3-12 safte;caMlleau left exposed;porch led and right elgosed;C-G Mr members and forces S MWFRS for are lf.shown; Wmber DOL-160 pale grip DOL=180 3)ProvuJa adequate drainage to pravenf water Dancing. 4)This Muss has been resigned for a 10.0 psf bottom mom INN load nalwrcurrent with any other live loads. 5)-This Inness has been designed Ion a live load of 20.0p,l on the bottom chord In all areas Mare a rectangle 3,110 hit by 24I-0 Wide Will fit between rite bottom choN and any other members. 6)Provide mechanical connection My ofhem)o1 tmss to beating plate capable 01 Withstanding 211 Ib uplift at jOlnt 4 and 150 to uplift at joint 1. Ardarraw wMxenYaa permmDim xq ANAD NOTE,ON YN6 AND wiludeO MIEN RoFea4NCE Pses MR)<)]m.feVYM I56EWPE U,E l Ce9glwW lw im¢onY In FYIekNwwu:lws.RJi Je:'p'i6Mu:J wYY u4x+aMul'^'lers Nuvm aMkloi mlvJMtlutA luMiq cininvlent ml Ma9ydaa.P¢1ae .IM dAkegtle[Mlel mut vMlN 11a4PIIc2IINoIJeiks�paamelea Wf panplYhu'wpeOl^IlddeNFn Ytlo Dnovnlull nxnla Je47n ®ackermrnedklO waYeaIna+ensamMsanaNw.bawalammmarmNa+r.a e.annwrwmJwmmaNnon-na Welk adxaprMle] ousNA,—%on lcWlgre Mapaa9axpIn o nilEYutlpWe gasser All mere chin he SP04 Pnke Eni 3h,d NdlCaevlibW YnMelY.aancnad dui- gelMmetad klm%aam=`+'BV1N/MI WlIr QHMb.bMd9ageCL Mi.1Y0ePnVaaxll T,IL a36,0 sytly NpmdpnwtlAYle.In®%are YeMide.219 N.168 atreel.sal a J12 aaxdnxkt VP22i14. Job true Truss Type 10ty Ply nett wo IzzeoroA TM MwwpiM 4 1 Job sfop"ousel Bolding Compm1x05uppty, Jeduarville,FL- 256, : 8.110 32017MilMtp APPepsi ID2KLnreFL? VwffiW- NN]ygMleFmjplLT0DyBgDEVJeVMW 5 7"" sos zsa swle=1:z]o 14 II 3 6.00 F,2 2w1\\ 2 0 0 i 4 56= ave = Fsa 2a Plate Ofisetsaly- 110-03 GG1I I1'0.590-03L I1'EO e0.2-11 _ LOADING(peg SPACING 2-0-0 CSL DEFL In (roc) Vtlail Utl PLATES GRIP TCU 20.0 Plate Chip DOL 1.25 TG 0.55 Ved(LL) 0.26 4] x334 240 MT20 214/190 TOOL 10.0 Wmbeh DOL 1.25 BC 0.59 Ved(TL) -0.24 4-) >366 160 BOLL 0.0 ' Rep Stress Incr YES WB 0.11 Hdz(]L) -0.03 1 Na Ne BCDL 10.0 Coda FBC20PVTP12007 MaMx-MP Weight 35M FT=20% LUMBER, BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood shealNng directly applied or(; Doc pudins, SOT CHORD 2x4 SP N0.2 except and verlOals. WEBS 2x4 SP No.3 BOT CHORD Pigid calling dxecllyappliedor 8-714 as oblong. WEDGE MITeK becomme as that Stablllwm and requiretl crass tracing Left:2114 SP NOS be Installed duMg aures arecllOn.In accomance Win SMNlieer InslNlallon 9ultla. REACTIONS. (lox HO 1=150(LC-8,4=29310.50 Max Horz 1=150(LC 12) Max Uplift 1=-13](LC 12),4=224(LC 12) FORCES. (Ib)-Mex.CompJMax.Tan.-All fomes 250(Ib)or less except wren seevm. BOTCHORD 1-4=251118] WEBS 2-4=-2651384 NOTED 1)Wind:ASCE Flo;Vult=130 30nft U second gusQ Vasil=101mph;TCDLs.opsX BCOLd.OpsL h=25X1 B-15ft;1=24X;save-41t;Gat. I[Exp C;End.,GCp=O.18;MW FRS(drectional and GC Eldedor(2)0.00 to 3-04,Intedort)3-0-0 to 731 zone;wMllever left expmed:porch left and right exposeO:C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.80 2)This truss hes been designed for a 100 psi bottom chord Ilve load rencmeunem wItt any other live loads. 3)-This lass has been assigned for a live load of 20.0paf on the bdru.drool In all areas Ms.a hadengl,M-0 tall W,"Was will fit beMeen the son.chind and arty Other members. 4)Provide mechanical connection(by others)d those to bearing plate capable of w0hslanding 137 It,upIIX at Idnt i and 22411,uplift at Idnt4. Qeon-Au Vw.onrgen gonnlpnaaeap NOTES PY tM5 ANp INLWOEp MIrta aEFEPANCE PdpEN4)Olnr.IO0.Yt015 BEFOXEYSE �� nmrT WNIaus. Mh on.e uron- .Rh W$n kLnP, OunWTrPaan&ars r-x,oMape"1 h]NFA1d noonsit..ml Irmrydgn.telae Iffi.Me Wklq W4{I¢I muAveMy1M alxAlttiilN of cledanprarnlwsaEtl{vc{¢IlYlricarrade R8tle4T Inio ttq-dl M.w�ww a«roxMcaletlbbpevenitic4feolYgWtxYx 111mwebogmrttFrtlmel�IsaxY.M91bdr9nperaYabl:+Orrrla,enrbTlg MiTek mtMrs roVa�brikHlYu✓Jbpavad W'T.na MM WeMOLermdmPryutlp4erY Wrl[W.bdgs¢rd pYhx'.ar�abnfa spa 11 Po11lllva kdkalkM1 paWe�yerttMn OdLmclV dlnmaaltlllWshlarRreaWL/Rel ixdN CaMb.GemJ9 oil eCLYtlrOCNVwrrne ienJo.FL11.3]6 SyNYNpmyM mW]¢aan ln6 Role xeM0e.218 N.leeshael.9R J12 Nec'wdM VRYtl11. JODTl Marshall T. Truss Type LOIy RY 12260TOA VO1 Valley 1 i Job Re ante.fooDavl) BuMllq Carn,shnt Supply, JacluonWlle,FL 32256, 9110Apr 132017MIT*lndaroea,lac. Fd Apr 28 1425:07 2017 Paget 10.9KVWdmeFLtcd%%:ZIamM EAQ1LIao21800avNOLacDKHe00gLdGBki3]10tMelg fs e 5.M18 Scale=1:10.0 34 ' 2 3.0 12 4 1 § 3 I LOMM(psi) SPACING 2-0-0 CSI. DEFL. In (la) VdM Ib PU1TE5 GRIP TCU20.0 Pate Grip DOL 1.25 TC 0.26 Ved(LL) We - Na 998 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.18 VetQL) We - nla 999 BCLL 0.0Rep Stress har YES WB 0.00 HorbTL) 0.00 nue Na BCDL 10.0 Coen FBC201MP1200T Matdx-P WeiMht 151, FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Smelural wood sheathing directly applied or 538 oc purms, BOT CHORD 2x4 SP No.2 except end withals. WEBS 2x4 SP No.3 BOTCHORD RW telling tliredly applied or 10-0-0oc bradng. .IT- N ..... iTek recommeMs Pal StablliEas entl requtred cross bredng ha irGtalletl exdnp terection,in accordance x11h Stablllzer Insfalfation Ilia. REACTIONS. lissomeef=15(1102-8,3=15862-6 Max Mex Horz 1= B) Max Uplil[1=-43(L-43(LC 6),1-54(LG 6) FORCES. (Ib)-Mex.CompJ ax.Ten.-All forces 250(Ib)or lase exasmaren shown. NOTES 1)Wind:ASCE]-10;Vult=130mph(3sec gust)Vead=101mph,TGDL=50pf;BCDL=50pst It25f1;B=45tt;L-24X;eave=4it;Cat. 11;Exp O;Encl.,GCp1I MW FRS(directional)and C-C EMetlor(2)13O b,430,mtariohl)4-3-0 to 5-1-12 zone;C-C for members and tortes 8 MFRS for reactions shown;Lumber DOL=1.60 plate gulp DO1=1 W 2)Gable requires contlrwpua bottom Word bead,,. 3)This buss has seen designed for a 10.0 psi German chord live land nonconcurrent wIP any other Ilse loads. 4)-This Was has been designed fora live load of 20 Opsf On the bottom chord In all areas wtere a reclanglO3 60 tall by 2-0-0 wide at fit betwaen the bottom chard and any other members. 5)Farads mechanical connection(by olhem)of buss to beatng plata expebie of withstanding 43 to uplift at joint 1 and 541s Uplift at joint 3. Q Wlaaaq-VGoy axast anerae uM Nins Mcrea GE has AGO NCLYDEO SON mans NCE PAGE W)47e m.lebaboar 9EFOXE USE IkSt]t WplwwswJvwlT kYlekAcmvlwv.IMtlec'gn kbmW wJY ulwn WrwnetwSYnwn mlklu m MYW x1 daWgcwnpwimt rot Ori ipMli.�Iwe�.to dYNp UsWra nut Ywlly Iln¢CUctllhN d ee9pri padneters arcl poDenY Fu Wcrale f6 deUri Mo Tn wrerdl I>,Aelpawpn aG�npLrunGleoawweYanlaa:afvdhlrlwklwn�womuaEeoremeima�,«ly.�Aallwel tanw*mmua.mawnnD�p MIT, kd.Ymh ra'xAaebtSYyantllOPaYa•4M4f9 wtlh%sees CeMdLWYWPopedY4rMV. rp garertl Pld�u:a reOaJpM BeW PeMEW Mitl. Iuwrnan,Iwp..aeE.erv.e«:xmwllx ie oln�nmala:wnanLmxwnn oueErycA«IamLesm4Ecsl wEaapccriwr.in Salary lKmnnA0a wd2Ve YwnOm Nay hkllMe.R)BN.Iee 56eaL a4re312 Aw�atlwi VA22314. ivrrp.PL 3M10 JobThin To Type Offqy TI 0092 12280T0A V02 Valley 1 1 I Job R i ( all pending Comment SuppN, JaclspMlle,FL-32256, 8.110 s Ayr 13201]MITek IININb1es.us. RI Apr.',ceo0]201] Pagel ID:?WLWd.FLlctlVe Wlxm W-EAglLIA_Qj800e.MOLa KHJ0NRC0RM71ODAel9 i32 16]-0 S38 53e 4i6 II Soule-1:183 2 BW 12 ] e 5 3 3 1 e 'g 4 m4 i 2d I I 2x1 I' ..-_ 1063 1 .0 lose LOADING(pars SPACING 2-60 CSL DEFL In (lac) gtla8 UC PLATES "RIP TCUL 20.0 Plate Grip DOL 1.25 TO 028 Ved(LL) Ne - Na 999 MT20 24V190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vedil'L) Na - Na 999 BOLL 0.0 ' Rep Sires,Ina YES WE, poll Horr(TQ 0.00 3 Na Na BCDL 10.0 COO, FBCSH,t TPl200] MMdx-S WINgM:341b FT=20Y. LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Stmcturel Moll sheabbW directly aWlled or 640 oc Wrlihu. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceibW directly applied or 1000 oc firming. OTHERS 2x4 SP No.3 MITek rnommeMs Pei Stablll2ma ants required!cores bhadng be ireiNled dudrtg imss medlars,In acmMeece WIP SlaNlleer IretellailDn aide. REACTIONS (IH1=1]Ns100,3=1]W1O6-0,4d0&tOs9 MerzmHcoa 1=55(1_010) Merz Uplift 1=57(1_0 3=-5](1_012),44aftu 12) ex MGrav 1=1]2(LG 2H 21),3=1]2(1_0 22),9=106jLC 1j FORCES (Ib)-Max Comp./Mex.Ten.-All forces 250(Ib)or less except Wfien moven, WEBS 2.4=-289/tea NOTE& 1)Unbalncad real live loads have been considered for this design. 2)Wind:ASCE 7-10:V W=13DInph(3enond gust)Vasil=10lmM;TGO"Opsf;BCDL6-0psi; b=250;B=15tt:L#4S;eam=4fl;Cal. II;EMC;Encl.,GGpl=0.16;MW FRS(diredlonW)end C-C EAedor(2)6]-9 t0 3-g-9,Intedor(1)379 to 5-&8,Exledor(2)538 to &3-6 2ohre;C-C for members and forces 8 MW FRS for reactions s0osen;Lumber D0L=1.60 plate gip D0L=1S0 3)Gable regWres continuous bottom MON beads,. 4)This buss has been dominant for a 10.0 pat bottorn chord live load nonconcurrent Win my other live loads. 5)'This torn has been denghad fora Jim and of 20.OWf on to bottom Mad in all areas Where a rectangle 3-6-0 tall by 2-0-0 ride MII fit I.ieWaen the bottom MON arts any other members. e)Provide mechanical connection(by others)of truss to bearing plate capable M Withstanding 57 Ib uplift at joint t,57 ID uplift at jolts 3 and 02Ib uplM at jblm 4. Q WINHIO AVN m/J4erY�^aae sq myp NOIEB ON>•NB INOWCLVOEO.W/Em flEFEMNCEYJ4ENIF)<)]m.Ia0.YNle aEFWiEYEE C6rLT uW!a uv aYY`w1T MnsL W cmxwMn.IM�s�k lxae]uNY urvn yXmielea Gnwn wu]a Iw m 4vN W 1Yd tue]Irq axnrupnl.mi IneeryGan.�laeue,as Wr'lgdeLLy¢r mut veMy1M rpitar/ry oltleY9n h*"xanalemaM ggalyhcap[xolelhecr}nlnlolM ovrdl Jr p leased ad add.Jus. a Tr> r NMxY�atlw DIYuU (d�dp� Y�Qydthe Ems• kbkalYaa Name.dellrer,.aeclbn add Jy9 oIMseiaM MmaKlerns ewANL/Rh1 nbN Geess,aLMm1 ear WYJrgCarriWrMrR BDM VubIIEtl M.tl. somy Mmnykn wtllYie noun lr�.I.2'.it, ee SReel.Slle 312 Nsaa iU.VRY1J11. Targe.FL ante L Job Tress Truss Type Ory Ply 0093 1228DTOA V03 Valley 1 1 cb Rel emdlrlg LAmporrent Supgy, Jadmamllla,FL-32256, B.L?WV r13201]W-iMEnOustrim,Im. 4SPr201425:OB201] Pegel ID:?INUWmeFL?WVOw.NVIIanCW-iME]YeBEZlrz0AD6gspgusUNgIM4uLynogZS]A19X 338 640 330 330 4411 Sml..1128 2 aid FI2 3 1 g % 4 n41 24 II 2x4 C .9a 6]0 0.lies - 66a LOMW(Psi) SPACING- 2-0-0 CSI. DERIn (los) Vdefi W PLATES GRIP T011 20.0 Plate Onp DOL 1.25 TO 0.13 Ved(LL) has - Nu 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.W Ved(TLq dial has 999 BCLL 0.0 ' Rep Share lncr VES WE 0.04 Horz(TL) 0.00 3 We We Bil 10.0 Code FBC2014)(TP12007 Math-P Weigh:20 lb FT=20% LUMBEW BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Sbudural Mca shoathing dredyappilad.1640.Wri BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling drec0yapplied of 10-0-0oc bmcing. OTHERS 2x4 SP No 3 MITek recommend.that Stabilizers and n hall coalsbmdng be Installetl during truss erection,in accordance x1111 Slablllzer (,Installation guitle. REACTIONS. (IG Max Ho rz 11_=ID31(LC 10)3=1031860,4=210/6&0 Max Uplllt 1=41(LC 12),3=41(LC 12),4=-31(1-0 12) FORCES. (0) Max.Can,dv4dx.Ten. All forces 250(Ib)orlessexcept when shovm. NOTES, 1)Unbalanced=1 live toads have been considered for this design. 2)Wind ASCE 7-10;Vulb:130mph(3-second gust)Vaedl01 mph;TCDL=S Opsl;BCObS.Opsl;h=251t{B-151t;L-2411;eave=46;Cut. 11;Exp C;Encl.,GCpi=0.18;MW FRS directional)add C-C Exleal2ordl G for members and lances&MW FRS for resections armed;Wmbesr DOL=1.60 plate Brie DOL=1 60 3)Gale rooms continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chord live load norooncurtant Min any other live loans. 5)'This toss has been designed for a live load of 20.0ps1 on the b.h.m chord in all areas More a rectangle 3-6,0 tall by 2-00 Wide Wil fit behvaen the bottom chord and any older members. 6)Pmvid0 mecranicul coddedl0n(by Mrers)M[ores to bearing plate capable of withstanding 41 Ib uplift at joint 1,41 lb uplltl at Join 3 and 31 Ib LPIi6 al joint 4. QWA.VWp W4NWwenpverrefinen4aFA a N.]Ea W Tale sm,.V. andis ania.vtEVP6E Mb]IJ9nv.�PVa Ar6aEF.NEVSE �Wlltl laisa dYYHIh Mllekk snredoii IlJstleyat 64aex1 oMV a{.on t�xmiete¢Ynwn.antl arq m NW,NLLd daJlly mn�cnl.ml WWP tleY.n. BxMIrMk[4arl ko�GveCvantlwcMYa1 OIMM tlmm ar aru�ln ford lmamtunoNy.IM�AMna rwnp m�.Inlol ymnlaMacllg W ah�.ua�N lw tlo4Mmy Wroprvenl alien~'nnw�*'e R..%x.r ve.ra✓Jww�n creta.rn.elc,...a skin' reme M'e'ad( leder-rnlod.nomde.aeurerv«leemm..ame.:ndor m��dramwml«...�,�4,xamllowperll.no..seavma.cu wlwrrocorril,od.dr eew v.n.sr exa. 9d.lylrMmolbn rnvldlle M1.m mm Rale Mltlle.2la N.It¢eaee�Slle]12 PlerrnulM1t VAR4314. Turye,FL a%10 1 Jab Tmas Truss Type Ory qy I, T11003p44 i t220oTOA V09 VeIkY t t Guimnp�mporem aylpry, dacxsonnlle,FL-32258, 0.110 eApr 13201]MiTek lndll8triea lrc. Fd Apr 201435:08201] Pap01 10:91WLNOmeFLpcdVew.IWiImICW-IME]YeBUZLrzMOegepOusWEgmal4WLynog2SZMOfi 130 2.].p 130 13a 6 W N2 Smle=150 2 4.e= I 0 4 Id 2]-0 0-0.0 288 PINe Oftsek DCyl-- 11:0.3100g-07 71 03-0 02-11 12'0000.1-15718:03-100401 _ LOADING(pat) SPACING- 2-04 CSI. DEFT_ in (lac) Bdall Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.02 Ved(LL) We Na 888 -20 24AnQK) TCDL W.0 Lvnbar DOL 1.25 BC 002 VaI1RL) Ne Na 888 BC11 0.0 ' Rep Slreas Inv VES WB 0.00 Hoa(TL) pDg 3 Na Na BCDL 10.0 Coca EBC2014]EP120W Mai Welght:6 l FT=20% LUMBER- BRACINO- TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly Added or 2-0-0oc puffins. BOT CHORD 2x4SPNo.2 SOTCHORD Rigid witlrlg directly applletl or 1030 oc bradng. MITek recommends That Stern,h sre and required trues 1,n dw be installed during truss section,In accordance wUh Stabilzer Irstallallon uide. REACTIONS. (INslze) 1=532-60,35312-00 Max Horz 1=8(L011) Max Uplift 1=-14(LC 12),3=-14(LC 12) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)class except w4enshown. NOTES- 1)Unbalanced roof Ilve loads have been considered for tlds design. 2)Wind ASCE]-10;Vult=130mph(3-secant gua0 Vaad=101mph;TCDLddi BCDL=60pN;hi B=45X;L=24i1;saveii4b Cal. II;Exp C;End.,GCpi=0.18;MFRS directional)and C-C Exledm(2)ocne;C-C tar members and homes 8 MFRS for readens shmm;Wmber DOL=1.80 plate gdp DOL=1.80 3)Gable requires continuous bottom chard beading. 4)This tN9a has been deslgneni for a 100 pal bottion chord live lead nonconcurient WAIL any other five loads. 5)'Thls Ines has Deep designed for a live load of 20.0pef on the bottom chord In all areas More a rectangle 3&0 Tall by 2-0.0 aide Will fit bantam the bottom chord and any other members. 6)Pievlde mechanical connection(by others)of truss to beading plate capable of withstanding 1411,uplift at loin i and 1411,uplift at joint 3. Q IxMION-WayGMpn/NNMNon4eE4p isi PY INS Aid NCLapedaYIEII aFAPWCE IGENs7473 nr.laRtt4rseEsoas use ' AWN ra—only cont.Musee lou;IN[r%tlgnhL]aYY1R'IlManeleo9wni aNhlum.1 ikM Inu.no_'M 1.ml Inn ryNan Belvue ue.IM lour tl94ywlmYtl—W ire OCpIWWNoI hotlT lbameteaarcl goPeoy Marvale ho"epnlnlolM ovaal 191 G.dp tlaLLan eaGplMtNBah plWenlbucNYg olFtlo1ld Mnlwbavl/d cMd membelSdYy.Pb„cn,Iar,poluymapemglenl Macro MiTek atNaA lepYea MSldlWyaMlo pevta6eMQxewMr+a�a wlmld FloYm]gcicadiYdan[xle. laewiad pM3ice�epvwpM Boo NlF Een chid. softy..alwq».tleNay. a—UN MULgolh, wlMniyGcnt aNa4MIV.:oo, pD]iMOq MNfulMpC4lnryMN lYtly MlpnMonwWdefian inn FMexibXlule.2le N.lee Sheat Slle Jl2 NeaatliM.VRY1314. Terrye FL 3361¢ Job Trrss Truss Type OtY Pty i ntoo3c4s 12200TOA VOS Vellpy f 11 JOb Relererce a tioMl Bulldirp Camporpnt8uppty, Jackswrviile,FL32258, 8.110a Apr 13201]MITek lMuldes ire. Fn Apr 28142s:0920f] PoAet ID:?INLNdmeFL?cWBeJWiInrICW-AYOVm]CFKhgENOIVNN2b6WgE0x1XIUBFTE8vNA01e e n-e 648 3411 scale 1:19A 2 603 1L2L 4 i d 3 3A i 34 II I LOADING,(Ind SPACING 200 CSI. OEFL. In (lac) Well t)tl PLATES GRIP TCIL son Plate GOP DOL 125 TC 0.61 VBd(I ) We - We 999 W20 24 90 TCDL 10.0 Umbar DOL L25 BG 0.40 Ved(FL) We - rJe 999 BCLL 0.0 ' Rap Stria Inv YES MIS 0.00 Hor i 0.00 IVe we BCDL 10.0 Code FBC2014FPI2007 Matdx-P Weight:23 to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD SWcturel•opd sheathing directly applied or 600 oc purlins, BOT CHORD 20 SP Not except and veNcals. WEBS 2M SP No.3 BOTCHORD Rlgld codling dlmdy applieU or l 0-0-0oc bracing. MITek recommends mat Slabillass antl requlretl crass bmaing be Installed Wi ng truss sura n'm i ccordaee WN SMNlizer Installation Wide. REACTIONS. (Ibcm) 1=224/6A-0,3124640 Max Hom 1=115(LC12) Max Upgit 1=-30(LC 12),3=88(LC 12) FORCES. (lb) Mex Comp.Mtax.Ten. Allforces250(Ib)orlessexcept Mienslroen. NOTES 1)Wlnd:ASCE 7-10;VUt=130mph(3-sacolM gust)Vasil=101mph;TCDL .OpV;BCDLS Opei;1 25d;SA ft;L241 �411;Gal. ll;Exp C;Encl.,GOp60.18;MFRS(directional)and C-C Euedor(2)0-7-9 b 3-7-9,Inte0or(1)3-7-9 to 6-2-12 mne;G-C for mambem and fomes 8 MFRS for aactlons an.;Lumber D0Lr1e0 plate ghp DOL-160 2)Gable requires continuous boftom Mord bearing. 3)The truss has been designed for a 10,0 not bottom chord live load nolwonwhat Won any other Ine loops. 4)'This lass has been designed fora Ilve load 0f 20.Opsf On the bodom chord In all areas exam a rectangle 3-0-0tall by 2-0-0 Woe WII fit bexveen the bodom Mord arld any other members. 5)PmAw madlaniwl connection(by others)of truss to baadng plate capable of eflbstanding W lb uplift of joint 1 and 88 In UPlIA at jdnt3. Q WAa/N s,rxyeu.{mas.ANDMCwoEO MIExa3EaxMCEMaEN]IIJ m,teOYHnsaFTP .. oDmftsrvald"Iuoim �iwLrAlp 'Mxer nrnusalv�ivl NaggemlN da Wl�rre mJ�gcneelvk�erMraMMaamklr,nro 11'eeiovadl LJ,frV b:91{n.NucMAIrWk:aledtrot*evcnr LucWrV er MAMdlrrmw�rnl/n lrvCmen� WY.MklMd bmMWatl Cdrrvanlbxeg M k• e Wtps repMatl la ilQ'lllyaxllo gevenlcMlgx u110 nawvtaaryatlpopglyhenaps fa WnerdVose reeaQpthe klnknlM tlaane. u.ery.mecAm mlbxlryol 4usa mtl ftuap t.1fleI1 WN,Crews, kdyap CY Ykbq Cmpwa BaW P.M EM Tea slay LawmaXm wt .p Irrfe IYule Insstut., 12IHAaxlki VP 21316 T,FL 3E10 Job Tmm Truss Type 'Ory qy T11003946 12280TOA VI16 Valley 1 1 tlNamVmpwlaMbuppy, Jatl¢mNFL-356, 8. Jo Inc. Fr4201] Papet ID:?Nn0meFL?cMWWIlzWeIMWC5hTNU2UHEJY.MCm ?dMM%d 44B 6d e SUNi13] O4If 60012 4 d 3 ex4 2x4 II I LOADING(per) F-5 ACING 2-0-0 CSI. Di In (Ix) Vdafl Ud PLATES GRIP TCLL 20.0te Grip DOL 1.25 TC 0.28 Ved(LL) Na - r✓e 999 W20 244/190 TCDL 10.0nber DOL 1.25 BC 0.15 VedJTL) Na - we 999 BOLL 0.0 ' p Stress Ina YES WB 0.00 Horz(TL) 0.00 Na Na BCDL 10.0ds FBC2014TPI20W Meldx-P Weigh:1510 Ff=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Slvclural lined sheathing directly applied or 448 be pudlns, BOT CHORD 20 SP No.2 except end veMeet., WEBS 2x4 SP No.3 SOT CHORD Rigid calling difedly applied or l0-0-0pc among. MITek recanmends mat SWAIL ars end required crass brecing be IWlalled during Idea election,In accordance war Stabillsor -1hrudlation Wide. REACTIONS (Msd2e) 1=144/4-4-0,3=144440 Max Hort 1=]4(-C 12) Mex Uplift 1=-19(LC 12),3=56(LC 12) FORCES (Ib)-Mex.Comp.IMax.Ten.-All forces 250(Ib)or less except wren shown. NOTES- 1)Wind ASCE 7-10;Vult=130mph(3-secand gust)Vasd=101mph;TCDL=S.Opsf;BCD".Opsb,h=25ft;B-451p L=2410 sav Aft;Cat. II;EVC;End.,GCpiei MW ERS(drectional)a1M C-C Exledog2)04-9O3]-9,Intellmh)3-]-9 b 4-2-12 zare;C-C to members and forces 8 MFRS for reactions shown;Wmber DOV1.eO plate grip DOLt.60 2)Gable procedure continuous be loon chord bearing. 3)This Wes has been designed for a 10.0 psi bottom chad live laid noncMmurrert vnm any other live loads. 4)'This Imm has been designed for a live laid of 20.Opsf on the bottom Mord In all areas where a rectangle 3 6 0 tall by 2-0-0vAde will fit beoveen the bottom chord aM any other members. 5)Pmvlde meMaNcal connection(by others)of thus to bearing plate capable of andrandra 1916 uplift at joint t and 56 lb uplift at Joint 3. Q. .wa Vane 4e,Ien punntare end eua Nares ON pals.ML.AVW aEFEnI NLEVIOE NM]4]] IBOYAi6 aEPoBE U5E best Yvsv"--sy WlnM m oser rd,lit deYefor Id xtl MYlWnR f M 'm.h . LvxWla[I W9gcomgx ri ml 1edsh Belae�.tla WM9 dshsNnxalvclh lM4dlcdMNatle 1 F„ aleft GeWnmotl¢ovadl b°uuodaxwl w«ai9kmmaewwoxa.aalmdelnafeNaldlnawebmr anoidNuxbruvuaPerno�Mnero;ke �'. MiTek' 6tlxgsleglylb#]MNUG bgevaMcdlgo MlMptl' Lis paW YtexymlgcVeM�Mxnaw�Fx nemtl pMxeleaar•p1M kdkvlbn rtaape.dtruay,electnatl tsa'Apolklmur•W NncsyYa�K y,H]I/1%I OUMIN GI1xp.pard9 agBCL IUMYq ConpwwM her, r4 Essl aW. afwY wlm1�S.1PmlLLW xpn M0 Rab YtlIMIe.21BH.Im Steel.elle 312 PkiwaWMi VPY1J 11. f Tnrya FL 3161a 1 Jab Truss Tmss Type Oly Ply T11009D1] 12280TOA VO] Valley 1 1 'Job Refereree o 4onall Building Compound Soppy, Jacksonville,FL 32256, 5.110a Will W0 iM9LIntlu5he NU2. HApr2314:26:102Ui] Pe9.1 ID:y1WInJOmeFL]cdVewJW IxmGWaIMhJC6z5M1FTNU23uHEJysHtlSym'tdOSHreLZMMd 2a9 2d B Sul.=f e] 2 If ch V2 9N I d a 2x4 i 2s4 II I LOADING(pall SPACING 2-0.0 CSI. OEM. in (roc) bass UC PLATES GRIP TCU- 20.0 Plate.0 111 1.25 TO grout Verl(LL) We - nor 999 W20 244H90 TCDL 10.0 Her DOL 1.25 BC 0.03 Ved(TL) We - We 999 BOLL 0.0 ' Rep Slless Iwn YES WB 0.00 Hood(TL) 0.00 We nor BCDL 10.0 Cctla FBC201GTPMNO] Maillx-P Weight:7 to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP W.2 TOPCHORD Shocfual III sheathing directly applied or 2-43 oc puMns, BOTCHORD 2x1 SP No.2 except end varical WEBS 2x4 SP Ni BOT CHORD Rigid celung dlracflyapplisdor 100-0 oc bracing. MITek"bromeflCe that Stabilizers and requlmtl cross bmdng he Installed during loss erection,in accordance vAlh SWblllxer Installenon guide. REACTIONS. (IGSIze) 1-642-0.0,3=642-4-0 Max Holz 1=33(LC 12) Max Uplift 1=blLC 12),3=-25gLC 12) FORCES. (Ib)-Max.Oomp,Nm.Ten. All forces 250(It)or lase except wren shown. NOTES 1)Wind:ASCE]-10;VUIL-130mph(3-second gut)Vasd=101 moa;TGOLZopus;BCDL=Sops(H=25ft;8=451t;L-24q eava=4tt;Cat. II;Elm C;Encl.,GCI=b.18;la FRS(directiorel)andC-C Elderlor(2)zorle;C-C for members and farces&MFRS for hounions shown;Whitish D0l_1.6C plate grip DOL--160 2)Gable requires contiruou bottom chord beahllg. 3)This Was hes been tlmigned for a 10.0 psi bottom chohl the load nonconcurrem Wim any other live loads. 4)'The buss has been designed for a live load of 20.Opsf on Me bottom chord In all areas More a rectargie 9E 0 tall by 2-0-0 Witte .11 fit belwaen the fondant chord and arty other members. 5)Pwfde mechanical connection(by ot0ere)of Mass to hearing plata capable of Withstanding S to uplift at joint 1 and 2511,long at )oIM 3. Q WIMYIa MIy WYa pnmxra tleFLa NOTES ONt Ea MITE EMNAm.sell 9EFOKVSE .Iba Yat IV Wm MIeb9 J - .Y{ .- _ on _ mmils lwm MluMMdMAIg p 1. t 1n63Yat0 _W - MWId luL 1 eN IM q{Y.NAIN 1 tln i rcl gaper Yq�—s M, ttla4a I a mea rW" ` 'a ae ' ',� °m""» M1:"' °M ",:ch«.x,ya�aa�.,��.�� MITek' kdkolYn vlw�ge.aMMxY areclwn aW aocYp ollmm�ra'Amm:Mr*T:sn/iNL/ry1nGWlyeMn0.Ufa-mane eem.uNkH✓aq GmWnl Lea v.a.EM al &MyYtlpmaXm aWktie i—Impale insurer via N.lee s.eel,aIb311 NamtlM.VP22JI1 Ts, FL a>IO Om N A8D m �3 Z x m ; 5 3 A m t/ LJ " o Q—�mpvZm . y m °mammz 0m z N O �:o ag n moT a ° DOoO 0..0 JOFJ NOF 2 n$ ° 0 moms3 'm 0ooaa 0� � q a 9ono - - ^ m 3a° o � Em m gmo8nogaao 5 m'on 3 noSo__ , ° oaf£ off° �3m �- F °m S� mssn ° J nN ' C Z C'� OyN JmS JmS R p7: a° n- ] ° 0O 06 ?o „ Gm mvfo nv \ Hm mo mm mao x� m' no� m ° ' o.no a D m' om J ° c » o J x m -' 2 o m oS3o° O °_ n C N_ 2 O SO J m ay n 9 zo m>b TOPCHORD x N 3p �p N E%P o O m0 r-C2 W Cld �l j N m 8r m ZI ^L mTO. ®m awe mYay vW 00 go O D mmm J0 O NA 9Nm J 9 nm 3V� � Vh1 ON = z K m O o0 o m J O DO P (J OS \Y m- u m S m b Q 0 m 0 A G Z �' J+ Pn m (b O m N U 5 L ur m h a S TOP CHORD n 44 GG p Fare m ov, vy3 R. x � 5-333 & & md' nn3mgQQ Nmm —03oaj"-nFO A0�30 o $ozznAR3 ba O On m° -' mo 3' S 4 ¢� °� ano' �� Ri� a £m'm m ,� i �B S a= �. pa $o Sz S 3 03' a (Da »__ qq M �� °9mo iR o a�A Wsm v�3 4s£ � � O /�QcmO Y33 3 m �'o �° =o a'Oo n �' £m zo° oa ;g US, Sa —c L o� '& m o 9 att a39 4R am om 3- � a - ¢gn SJ Q �A Q o3 mo o s .m �y $9 Qac 'm Z Q S d d �° v 3� 39 3 `l0 0 3 o >n -a P 3 ag € o 88 n a. a � S �• m N MEMO Lumber design values are in accordance with ANSI/TPI 1 section 6.3 W10 These truss designs rely on lumber values established by others. MiTeke RE: 12280TOA- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers-Atlantic Beach Project Name: Julington Model: Tampa,FL 33610.4115 LOVBIock: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive City: Atlantic Beach 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 Avenue City: Jacksonville Beach State: FL General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 88 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 GI 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 'Truss Name Date No. Seal# Truss Name Date 1 T10481314 CJ02 _ 221/17 18 710481331 EJ35 12/21/17 2 7104813151 CJ12 221/17 119 17114813321 F01 1221/17 _ 3 710481316 CJ22 221/17 20 T104813331 F02 - 221/17 4 7104813171 CJ23 221/17 121 T11481334 F03 221/17 -5-T 1648 3318 W-321221/17 22 T10481335 F04 1221/17 6 T16481319 EJ02 221/17 123 IT10481336 F05 1221/17 7 JT10481320 EJ04 ?121/17 124 1710481337 F06 221/17 6 T10481321 EJ06 221/17 25 740481338 F07 221/17 '9 1 T1 D481 21 EJ72 I 221/17 26 I710481339 F08 221/17 10 17704813231 EJ 22 1221/17 27 IT10481340 FT01 1221/17 111 1710481324 EJ23 1221/17 28 IT10481341 701 12C2.1l17_... .. ._.__...___ .. L2 17104813251 EJ24 1221/17 129 17104813421 T02 _ _ 221/17 13 1 T10481326 EJ26 221/17 30 710481343 T03 221/17 14 T10481327 EJ27 221/17 31 7104813441 T04 _12/21/17 _ 15 T10481328 EJ28 221/17 32 770481345 705 2121/17 16 T10481329 EJ32 221/17 33 T10481345 T05 1221/17 117 T10481330 EJ34 1221/17 34 17104813471 707 I, 1221/17 - The truss drawing(s)referenced above have been prepared by MiTek %% SR rPr Fj tr USA,Inc. under my direct supervision based on the parameters J �,wG E Ali provided by Building Component Supply. Truss Design Engineer's Name: Finn, Waiter *: No E t : * - My license renewal date for the state of Florida is February 28,2017. �-0 :¢� IMPORTANTNOTE, The seal on these truss component designs Is a certification '9 E OF that the engineer named is licensed in the jurisdictions)identified and that the %Oi(• A` P designs comply with ANSI/TPI 1. These designs are based upon parameters �i� •< O R 1 O,:G\•�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i4SS+7''•^... ••• given to MiTek. Any project specific information included is for MiTek's customers �qrr"NAm•••r file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design WYbi P.am PE fh.Yts% parameters or the designs for any particular building. Before use,the building designer krrrt USA hs.RCMEa91 should verify applicability of design parameters and property incorporate these designs mel vola Gl ad.Tmpa33610 into the overall building design per ANSI/rPI 1,Chapter 2. Dall' February 21,2017 s Finn,Walter 1 of 2 } a O U Lu U LL LL O 0 a r u $ \ w ;55� a aiQu HIM $ a oZ , . a . a8 ' OFFICE COPY RE: 12280TOA- Site Information: Customer Info: Toll Brothers-Atlantic Beach Project Name: Julington Model: Lot/Block: 070 Subdivision: Atlantic Beach Address: 1768 Atlantic Beach Drive City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 770481348 1108 2/21/17 78 T10481397 T51 2/21/17 136 T10481349 T09 12/21/17 179 T10481392 T52 1221/17 37 1 T10481350 T10 221/17 80 IT10481393IT53 12121117 38 IT10481351 TV 221/17 81 1 770481394 T54 1221/17) 39 IT104813521772 221/17 82 1 770481395 1 V01 1 221/17 140 ITID481353 713 1221/17 183 IT10481396I V02 1221/17 1 41 IT10481354 T142)21/17 184 IT10481397[V03 221/17 142 IT10481355 T15 1221/17 185 1 T1048139a,VO4 1221/17 143 17104813561 T16 1221/17 186 T10481399f V05 1221/17 44 710481357 777 IWO7 187 1 710481400 I V06 221/17 45 11104813581 718 1221/17 188 17104814011 V07 1221/17 146 IT10481359IT19 1221/11 47 710481380 720 221/17 48 17104813611721 1221/17 49 710481362 T22 2/21/17 50 IT10481363 T23 221/17 5' 364 T24 12/21/17 152 17104813651725 1221/17 53 IT10481366 T26 1221/17 154 IT10481367 T27 1221/17 155 1T10481366 128 221/17 156 1 T1 0481369 T29 1221/17 157 17104813701730 1221/17 158 iT10481371 731 1221/17 59 17104813721732 1221/17 0 T10481373 T33 221/17 161 T10481374 T34 12/21/17 162 I T10481375 135 221/17 63 1 T104813761 T36 221/17 164 1T104813771 T37 1221/17 65 T10481378 T38 221/17 66 7104813791 T39 12121/17 1 167 710481380 T40 12/21/17 168 1 T10481381 T41 1221/17 1 69 T10481302 142 I 221/17 70 17104813831 T43 1221/17 171 17104813841 T44 1221/17 172 17104813851 T45 I 221/17 173 I T10481386 T46 12121/17 74 -[10481387 T47 221/17 75 IT10481388 748 1221/11 1 176 1710481389 T49 12/21/17 77 T10491390 T50 1221/17 1 2 of Job T. Tre.Type ON PN T10a81315 12NNUMA CJ12 Jack-Open 1 1 Rf al BuiMilg CompDINM Egply, JeckwmllN.FI92256 8,010 9 MITek IMuslliaelno.MMFeb210]:NjMNG1] PagLy ID:]INWdmeFL?cEVBwJVVIIzrnCWNGCFnWZH']Ga6VkYUWDIIpCMBBNJugNLkN00zl_Ly 293 A43 3glk, IA07 eF-2 1 Ills ase II p3-0 293 p33 2 Ps Ofd MY)-- 11:0-3140-5-01 LOADING"ift, SPACING 2-0-0 GM. bEFL In plot) Vtlell 1-id PUTFS GRIP TCLL 20.0 Plate Grp DOL 1.25 TC OA9 Vart(LL) 4.00 8 aWe 240 Ml20 240190 TCLL 10.0 LMnber DOL 1.25 BG 0.09 Vert(TL) 4.00 38 x999 180 BCLL O.0 ' Rep Stress lnv YEB WE 0.00 Horz(TL) -0.00 2 We We BCD. 10.0 CGtle FBC2014?PI200] Matrix Weight: FT=20% LUMBER- BBACWG TOP CHORD 2x4SPN0.2 TOPCHORD &wuc w sheethiWdimdlyapplietlor2-9-3ocp dim. BOT CHORD 2x4 SP N0.2 BOTCHORD Rigid calling directly applied or 100-0pc bracing. WEDGE Left 2x4 SP No.3 REACTIONS. petsize) 2=S6M1eMwica1,3=28MMchanical,1=133'0.4-15 Max Harz 1=28(LC 12) Max Uplift 2=-24(LC 12),3=-16(LC 12),1NB(LC 12) Mex Grav 2=%(LC 1).3de(LC3),1=133(LC 1) FORCES. (Ib) Max.Comp.Rdax Ten.-All fortes 250(ID)orless aftesd When shown. NOTES- 1)Wind:ASCE 7-1G;Vult-lWMph(3-second gulp Vasd=101mph;TCD--5.Opsf;BCDL=S.Opsf;h=25X;B=451C --24ft;save=4Af1;Cat. II;Exp B;Exel.,GCp1=0.18;MFRS(directional)and CC Ging.,O)zone;cantilever left exposed;porch left midnight axpoeed;C-C for msontem arld forces&MW FRS for methods aboard;Lumber DOL=1.60 plate grip DOL=1.80 2)TNs truss hes been designed fora 1 O.O psf boson chord 1Ne load Ionconcunont"M arty GPler INe loads. 3)'TNIs truss has been designed lora live leader Not on the bproln chord In all areas where a rectangle 3_8-0 tall by 2-00 Wde will fit between the bodom chord aM"other mambals. 4)Renter to Grill for from to turas connections. s)Provide maUenical connection(by othand of toss to bearng plate capable of W instaMing 24 lb uplift at John 2.16 Ib Uplift at IoM 3 and 38Ib uplift at Idnt 1. �wasalin Xy bNenq uMernMNFIO NOIES ON)I®YLO NCLUOEOYIEN PFFEMNCENaf Yi]4Am.l MIaaVLaE Yet �.vdltl ld usec�wlln MaeMPcomrtwlwc the defbi4 twretl.1upwlI—rersfMwiagk la m.,NZtlutMgcwerwmnl.rot oaimiplem-wl"i tteWWq Cetly- UA.Ux,g4W:WM.1,UsUrP>•—,.UxxLpWellY�paaN M6tlu41n INIOIM ovartl Wldq di¢i li YUAC ic,oevenldKNw of MM Y awvel,adifix. xdn show. cvM lemF*^nwa✓J luimuenlbY'M M ek' ttl ,,seed W Kt+Mw lMlo wevmtlewAWx wIIMpUUlpe x1 ash,oW pMNIFw Mn. rho 9e—a nJMwaWBtlaW, p.YrWh ys"Unc, rv.Myery gq:nmW Ma#p el ln�c¢.aW lwaY•lenu.'aeAXarm lQtlIy CMYM.Ul mvl BCz wllan9cmmWeaM } .FL a]a10 adMwIMmNXM w6y9ehan lno fab Nto e.Ria N.lee alreet sJle 312.PY�axlaa VAY1314. °^9e Job Tmas Trvss Type Ory Ply TIM131 8 if2200TOA CJ22 Jack-Open 2 1 oRt as BWMim Carnival S¢INy, Jackeomllk,F132260 80108Ap 202018 MITek tnRuclnta.Ille TueFM 21 W.28.99201/ Pagel ID:?KVLNdmeFL' VOwJVViImICVV.KGCFU H?Ce WYUWDeigCCBBTJWNLkNO@j_Ly 2-&3 2-93 Goes=1:8.0 Zea 12 2 I f 3 3A= 2 Da P LOADING (pelf 6PACWG- 200 M. DEFL In 0.) Weft LM PIATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TG 0.10 VeR(LL) -0.00 38 a90B 200 MF20 244/190 TGDL 10.0 Lmber DOL 1.25 BG DAB VBRQL) -0.If " a9BB 100 BCLL O,o ' Rep Stress Ina YES WB OM Hurl O.OD 2 Na roe BCDL 1D.0 Cade FBG2014/TP12007 Me lx-MS Welgbl:3th Iii LUMBER, BMCING- TOPCHORD 2xr SP fill TOPCHORD Structural wood sheagYng dismally apples or 293 oc births. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling d,.tllyapplled or 10-(1-0 Go b hall REACTIONS. QMlse) 1=10W-7-0,2=7MChMil 1,3�STlecbenical Men Hort 1=21(18) Max Uplift 1=-13(LC 8),2::1 8) all Gmv 1=10111).2::MR_C 1),331(L0 3) FORCES. (b)-Mat.Compmfax Ten.-All forces 250(b)orless except whentriti NOTES- 1)W IDd:ASCE]-10;Vult-130mph(3aecond gust)Vasd=101mph:TCDL=&Opal;BCDLS.Opsl;h=25ft;8=451t;L=24ft1 eava=4ft;Cel. II;Exp B Encl.,GCp60.18;MFRS(dlrecllonal)and C-C Comer(3)mni C for members and forcee 8 MW FRS far reacgom shown;Umber 0O1=1.80 phare gRp D0L=1.00 2)Tule truss has been deslgrsd for a 10.0 psi bonem chord Use two ronconounent set any other live loads. 3)'The,truss has been designed for a load of 20.Opsf on the bottom chord In all areas where a rectangle 3 0tall by 2-0+1 wide Wit ftl between the bottom cboN and airy other members. 4)Feler to girders)for how to truss conrleoi0 ar. 5)Provide rft hvlcal connection(by others)of truss to bearing plate capable of wahatars irg 13 to uplift at joint 1 are 28 to uplift at )ill 2. Q WIPNNa�wvtlybr4yrPWWmreeaMPFla XaffS CN..NCLVWG YYFxaFfEe4NLE PAGGGl Inm.la0.VAlflEWPEY4E UI rwl]Id Pros rwln MIIeA®cmrecMn.PNCkdR�abx�'1aYYurnpaanebrs Y'uw�a'dhtom MMdd ddtlhp dveybrisnl m1 M mlan.Betom ve.tin d/mg eativkv mw veiny n¢wnx:Qf N or Ceagr pv.mafem ma rrwdly Mdrval>nw aeY{M No Ire ovrd NpdaµFr RacigYM' retlClupevae[ixDlrg of hlN}xl NlSwenad/dchxdmem�ridiY-/�ax4/Kx lwnrynayatllarmomlMwdy Mlle k' 6W%rBtNlrerl In tiktllNadbPevenl cda4YwrANf+'�'k+l'Iw�r✓J blrYrmlWWurY rbnroa. rorgdratl NXlrnr rWa4Bx¢ asear kry ppo3e.OMNay.erae:Mmutld¢Ipol lnice[a'dlrw MlemSiceApFVIN1 OUWNG1xxlo.akkd9YNN'YYYdwV�T. FIL asono . 9dMY Irlammor a/tlMetran Ir�m RalexvPMM.210 N.Iee51ree1.5Jk 312 NeRnvM1 VPRZl14. Terrye,FL a%10 Job Those TmssType OlY Ply T1048131T 2280TOA GJ23 Jerk Open 2 1 lob Rei t BulBirg CanponeMSupph. Jafa lie.R 32256 T Feb21072834 2017 Pepe s ID.'MVLNOmeFL?o]VBwJVVi1mICW-oTAtl?VCB2JLRIiJk1OlurvMNKbU01k&sb?UaYhlln 29o-1a zto-m 3nb=19.0 2.9311-2 2 la 1 d 3 3x3 II SY= z-talo 2-163 PIea OXeea Y - 1:0-0061-5 1:0-31 E LAMING(psi) SPACING- 2-" CM. DEFL in pool VtleB w PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ved(LL) -0A0 8 >999 240 wN 244%90 TCDL 10.0 Lumber DOL 1.25 BG 0.09 VeX(TLI -0.01 8 >999 183 SCULL 0.0 ' Rep Stress Ina YES WB 0.00 HOrz(TL) 0.00 1 Na rue BCDL 0 Code FBC2014,TPlXM7 WIM,MS Weight 11 lb Fr=20%, LUINBER- BRACING- TOPCHORD 2x4SPN0.2 TOPCHORD Stmdurel wmd sheathing diredhaWiled m 2-10-10w Wlpn. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid gelling diredly abplled or lPPO m bracing. WEDGE Left:2x4 SP Noa REACTIONS. gblan) 2=071Mechanical.3=48'Mechanlca1,1=11&r 70 Max Ron, 1=22(LC 8) Max Uplift 2=21(LC 8),3—2(LC 8),1=14(LC B) Max Gray 270 C 1),3-AWLC 3),1=113(1-01) FORCES. (ID)-Max.Gomp./Max.Ten.-All tomes 250(Ib)a less except wfien shown. NOTES, 1)Wi W:ASCE 7-to;Vu11=130mph(3-second gut)Vasil=101mph;TCDUSOpeb BCDL=S.OF f;h25X:B7 511;L-24X;eava=4X;Gat. 11;ENS B;Encl.,GCpl=0.18;MFRS(diumtlonep aro CL Comer(3)zone;C-G for members aro forces 8 MW FRS los reeclio0s shown;Lumber DOL-1.80 plate grip DOtr1.60 2)This truss has been designed fore 10.0 par WUM chord her load h0monwiment with any other V.loads. 31'TMa truss has been designed for a IIVe load of 20.0psf on Me bottom chord In all areas where a rectangle 3 -0 tall nye-0-0woe sell fit between the bottom chord and any other members. 4)Rater to glicems)for toss to truss connections. 5)Provide mechanical cormectlon(by others)of(roar to bearing plate cabana of withstanding 21 to upon at joint 2,2 lb uplift at form 3 and 14 lb u111X ei JrMt 1. Q WIMOIp VM/xMWnp's+�Nnwr4aFIO NOIEaW1I0IIIO NLLaaEU serENPssileaLE PAGE I emr m.Irossib E 6EfCNE Yse Cu.Ypr 'ad .1 MnaaOcarm r—IrndaY}rx M'tl.11 —b-LxwYc a'Axlw mFJIu1dM dMLg canp7nenl,no, Inme151em Belaem XCLJdmp tlxW.N�er muAVNM l�grpYdlYMo(WY{nr*xdnelenaM lxWenY YM.aVduM lM de{mmlo Re ovsdl �, a4dYga�.each®i.xcaedxlon�at�anaorarmwwlr�weoa.vd croramerrioa:mv.weemrrn lermw�dpdma�d+l er av hdV.'aMrttxlreEkasWJWYaMbWevenl cdkp'PwllblxsW9e fxewrMY�yyaN gwxlYhma�.Id9erMWMnce raP+dWM OtFMSFW N/4. rdMLaM ibrWa.aMNery.wecMnadlvxYgo aW Mmryilemv ase/,XWMI WMIh nIIwW,CYd9aW OLR 4N1nP<anVdwrl ienp.Ft aYto ldYly INpnWlar aWIMe Oen 1�%ale Ysenee.RIBN.Leealreel.Slle]IR.NeiaKh VRRRJII. Job T. Trus Tyye Cly Pry 710181318 12NOTOA CJ32 Jeck4,d 1 1 Job ReN BUIIEIng Gompored Slgply, Jeckunnlla,Fl=ad B.0tOSApr 202016 MlTek ingutrles,Inc. TU Feb 210738:342017 Pagel 1O:7xV WgmaFL9NVewJWilzmCWnTAg7VCB2JLRjIJklqurvMNkW181A0797OxYtrl_Lx 283 2-83 ygW=189 2M 12 2 1 9 � f d 3 3x8 II 30— daa Zea pae sn PI t orcneN txn- mo-0oo-t-st I - Etlpet COMING(psf) SPACING 2-0O CSI. DEFL b (loc) paefl W PIATEB DRIP TCU 20.0 Plate Ggp DOL 1.25 TC 0.11 Veg(LL) 091 8 >999 2`0W20 24N190 TCDL 10.0 Wmber DOL 1.25 BG 0.12 VM(iL) -0.W 8 >999 180 BCLL0.0 ' Rep Stress Incr YES WE 0.00 HorzQL) -0.00 1 Na Na BCDL 10.0 Code FBC2O1G PnM mi NIS Weigh 1O lb FT=2096 LUIl - BRACINO- TOP CHORD 21WSPNo.2 TOPCHORD Structural moo,sieeMing dlrecby applied or 2-0-3 aP puglu. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling drectly epplletl or 1000 oc bmang. WEDGE L ft 2x0 SP No.3 REACTIONS. gbBlxe) Z�MMecM1enlcal,3=C5RAedienlca1,1=10810.4-15 Max Hoa 1=21(LC 8) Mex uplift 2=-28(LC 8),3-21 gLG 8),1=4O(LC 8) Nbx Grav 2=64(LC 1),3a(LC 3),f=I08(LC 1) FORCES. (Ib)-Max.Comp.RAnx.Ten.-Mlfomu250(lb)orleuexcept"enshown. NOTES- 1)Wind:ASCE 7-10;Vult=130mptl(3-we gut)Vasd=1O1mph;TCDLS.gxf;BCDL=S.apsf;h=25X;By15f1:L24tt;eevedX;Cal. fo Exp B;ers add 8;MW FRS(mre ctions end ;L CouarDO zone:cantilever lett Lx 1,60 :porcM1 lett antl ggM1t exposenl;C-C bm m�mbam eb ebleu 8 MFRS 0.reactions shown;Loeber DOtA 80 plena gni DOL=160 2)This Truss hes been coughed!farf a 10.0 psi bottom chord live load oonc and in It vara eery older re longe. 3)' it 11 bus en been dulgned for a live load d 20.0but on the bottom chard in all area Mrere a rectangle 36 01811 by 2-0-0vnge x11101 belwaen Me bottom chord etc any other members. 4)Refer to girderfs) Wuto hiss whers)of s. ho 5)and 40lmedwnt joint nwnnecllon(by fillers)of trues to heading Plate capable of wI1M9dMirg 28 Ib uiIIX at joint 2.21 Ib uDIIX at joint and 4d Ib uplift at)dnt 1. AL ARNWLVMIyas'yngmmelero a+aaFIO XOIEe ON TML4IN0WCLY0E4 MIlENPEFEaiXCE VA4E.WV<1]nrl MrbnEFOXEYe! [ka9gi WWlwueaYY WT MIek®corvwcM Rk Jespn kbmal eel wn pdm,alars Y✓rm�.dgmlwm MMSM WMWd empd�enl.rot oll�n+ld�.lrorde�.IM lwka�w aespre enol r9nn nr•�Wcaim or�»anl#d�lw.wa wwWncwwrno msars�mw lr�aovwan WagEeaT.exMIM:NaneronlevaM WCYmOwnuMYuxMmwebaWwcMrameRbdia,k'.nRlllAivl9nl%.'IW ad ParnmennaaJ' q I e md+'Nle lePleOkn gcMXYaMlofaew�lcrwgxe uM W�xe gxvxvl l,M'dq PgNvNhan�s. rwaW�M1m9�Ati�ce leWltlnpM ne0ev.aa 4TeYa. Iodk'.a1M ad�.mlrldr.emrm wJ baLp ollnswxdul rune aralemi ae1RdPllyWn�llwN.PNJ9ang BCRslagcdroea.a Terga,FL YdIe yyelFyedmylm nvylie M1wn II�IMe IIVIIIule.2le N.lne Sneal.Salle]12 NseaMh VRYL911. Job Truss Truss Type Gy PD/ T10b1319 12290TOA EJ02 fack-Open 16 1 Job Relerenw Apot.ralb &iMilg CompapM Supply, JBCksarvlll9.(132256 O tallerID:?NWmeFLpdVWIvW-0IKC,dppdTNtpMG]ONZh0]gIDUSxLLw 2-00 2-00 SEES 1:10.9 2 6.W FIT n 1 aNgI wf 1 86 II 3 2-60 zN PIN Ousels fX Yl- [10-2-8, 0-71 LOADING(psi) BPACS4G 2-04 CSI. TDEFL. In gocl gdell tM PLATES GWPTCLL 20.0 Plata GripDOL 1.25en(LL) -0.O0 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04edQL) -0.00 6 >M 160BCLL 0.0 ' Rep Sloss Ina YES WB 0.00mE(TL) 0.00 1 Na No BCDL 10.0 Code FBC2014 1`12007 Metrix-MS Might Ito FT=2096 LUMBER- BRACING TOPCHORD 2x4 SP NO.2 TOPCHORD Slau3mal wmdsheeWlg direanyappned or 2-0.0 co purilre. BOTCHORD 20 SP No.2 BOTCHORD Rigid ceiling directly apple or 10-0-0 co bracing. WEDGE Left:2x4 SP No 3 REACTIONS. (calm) 2=50/MechaNcal,3=30rM1echanice1,1 5-8 Max Hors 1=29(LC 12) Max Upllg 2 20(L012),3=-1(LC 12) Mex Gmv 2=50(LC 1),346(LC 3),1=80(LC 1) FORCES. (Ib)-Max.CompM .Ten. Allfomes250(Ib)orNssexceptw shown. NOTE& 1)Wind ASCE 7-1tr Vult=130mph(3sE*MuJ gust)Veed=101mph;TCDL=S.OMs,,BCDL=S.Opsl;h=25X;B=4Vt;1,2411:eeve-=l0;Cat. ll;Exp B;Encl.,GCp1=0.18;MFRS(dlreobnN)and C-C Exterl OMe;C-C for members and farces 6 MW FRS for reactors shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This toss has been designed for a 10.0 psi bodan chord Ilve bad llonconpUrrent with any other live loads. 3)-This truss has been deslgNd for a INe load of 20dia!On the bottom chON In all areas where a rectangle 36 0 tell by 2-0-0 Woo win tit betwsen the bottom chord and any other members. 4)Refer to girder(s)for truss to buss connections. 5)PmNde mechanical connection(by others)of truss to bearing plate capable of vnthatanding 201b uplift al)olnt 2 arM 1 to uplift at Joni 3. �w4RNNO.trNSdmrEr mnNsnaM READ NOTES carTN6 ANO WCLUOEO Mn FN REFERIXCE IAOEIP)Ii]nv�peVNISeEFORE USE. lx,4aa.ala 1«,�lrwm coleusconr,E.:Na mamaa�ea�a lv ansa{xSm,elea s.we..m am,a.Mlwua wldhpcoml*-^�+^I.con dDdu Neeni.Palaeu¢.M1rM�g v�U�N a+Nl Bann uNac+kaAm�a.w,amwla,.aaL.«�Rnvm�no'o�a Red y,nlolreorNm IJNdmineL aafgxMeAIW tkpevenld 11paxJ.tltlxua WBUa and mpopeco�saxy NJtxMf4tdnMwYmdrsnvaelx lip saran�eq+keawaummelo ae�rowLT..a rwr pasmlNw.aa uvNv aidwwaydanme.raeea®no-xdur:e A9anpm use, t[kmaa.dwbery.Na..Saegoll rel set laulleLL MINA VAMCIxN4,W6D9aq K9MHI19 CMNOeeet 0Op PN4 FYBW. leiMNyYbn�N awlWe kwn I�Me MINK.21a N.lee Spee1.5J6912 A'a�a SK VAY4t11. TLnq.FL sa1D Job Truss, Thous Type City Ply 710451320 12280TOA EJ04 Jack-Open J 1 .InM1 Fleerarvv lna inwl fAllltling Ganporlem Supply. Jeeksomllb,FI32256 5.0105AR 20alemCV 011ladlIdTH,Iek. Tue Fe0210J2895201] Page t ID:?IWLMtlmeFL?ctlVewJWilzmCWGIKICIdppJTHtpwOtAGJOJVW6?pY5tl0]gIDU5Jz1Lw ao-p a09 Sob:as-I 2 1 BW 12 ] Ir ry 1 3 S& II aaa -0L Plate Orsels UCY1- f1:0i LOAMNO (peg SPACING 2-00 CSI. DEFL. in 0.) letter LAI PLATES GRIP TOLL 20.0 Refs Grip DOL 1.25 TC 0.20 Ven(a) C52 3-0 >999 240 MRO 241/1 SO TCDL 10.0 Lumber DOL 1.25 BC 0.17 Verji-) -0.03 3-0 >8ge ran BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Haa(TL) 0.01 1 We we BCDL 10.0 Cath FBC2014/1PI20D] McNx-MS Vhi 1411, FT=2M6 LUMBER- BRACING TOPCHORD 2x4SPNo.2 TCPCHORD &=Wmlwcodsl NngdlmMapplledor440oc Wdlm. BOTCHDND 2W SP No.2 BOTCHORD Rigid catling Ureelly,applled or 1 O0-0oe beefing. WEDGE Left:2x4 SP No.3 REACTIONS. (IGsite) 2=103'Mecbenlw1,3=557 haniW,1=15 5-8 Max Hort 1=57(LG 12) Max Uplift 2=-01(LC 12) Mex G.2=103(LC 1),3=-Mg-C 3),1=1611) FORCES. (Ib)-Max.COmPt14ax.Tea.-Allfo.250(Ib)orlessexaptwhenshmen. NOTES 1)WIM:ASCE 7-10;VWt=l3 ph(3-s, Wd gust)Vasd=101mph;TCDL=S.Opst BCDL=SDpsf;h=25X;B:Pslt 1-24X;eave=4it1 Cat. Ip Exp B:Erol.,GCpl=0.18;MWFRS(dlrectlomet and G-G Exteror(2)0 0-0 to 30-0,Intefor(1)3-0-0to Ol to ane;C-C for members and loans 8 MW FRS for reafuorts shown;Lumber DOL-1 SO plate grip 001X1.60 2)This truss has bcen designed la a 10.0 psi bottom chi live load nonancudent with any other live loads. 3)-Thls truss has been designed lore If.lead of MOW on the borore clot in At arses W1ere a eeeteri 36 0 tail by 2-M Woe Will it between the foram chord and any other members. 4)Refer to girders)for truss to trues connections. 5)Provide mechanical connection(by offers)of truss to feetlng plate recant,of ourstaMthg 41 ID uplift at joint 2. Q WIFMIN-Yntlp4s'anei,,..ealcionner,en LWFDearENaEFEPPNCEY4OEMePJ —IOONMIsaEFOM eeE I V W lauw u4Y 41f r41IMW cwuwcMrs.tit nOann alxxre WY,rivni nrxn,aphla On YVJIUWM dYMYnP—ino er,rot ais WYan.BBM1vaI®,as Gllhu WNIIieI nuf valN x¢Q{YkKlllyd Ostltrri paanelencM P%�WIYMaWIdv lltG �In10 R¢waft c Wsq/Iescamewe�am matowca9 bmiOf fq�1 IW dfeY l`II e�fw �I�JB Irs�w MITOK MalY baxtMWe.ddemy.aacad hal^potblmsagfllmq'a19m WeAli/M1 GUNyCWxIgeHNatl aCL NIIPCariPalwnt eaoavzEvnaNe. SdeYkWmrdwlpd[/Me nwllmn Bob LtaliM1e.zfeu.reeslmets4nafz.ae:wnnvA rata. 1.roa.FLn axf0 Jo0 T. Truss Type ON Fly T10461321 2260TOA EX% JACK-OPEN 13 1 Job1w..11 T Feb 0]2 Fulfill Conversed SapPy, u,r swl FI ffi 6 s an nP g ID:IKVWEmeFLicdV6wJVViIrmGWIIINOBERex90sT]genMwKRE3P59&UGLx101A_Lv 6.60 60.0 3nN=1:20.] 2 6m FIT 6 n may ] A t 3 9W II 8 aO 600 Plate Offsets Y - 1:0-2-fi LOMM(pat) SPACING 2-00JT7DEIL In Q.) ideal lA1 PI m GRIPTCU_ 20.0 PlateGdp DOL 1.25 (LL) 0.07 " n951 240 MTX, 244,190 TCDL 10.0 Lumber DOL 12s (Tq -0.1] 30 >4� 160 BOLL 0.0 Rep Stress too, YESz(TL) 0.03 1 Na weBCDL 10.0 Code FBC2014nrP12007 Weight:2010 FT=20ffi LUMBER- SRACINO- TOPCHORD WSP NO2 TOPOHORD StmcWral wood sheathing claotly pal or 600 do par BOT CHORD 2x4 SP No.2 BOT CHORD Rigid railing Greclly applied or 100-0 do bmdng. WEDGE Left:2x4 SP No.3 REACTIONS. (lasibe) 2=15]RAechanicel,3 INachanlcal,143&/0-5A Mex Ho. 1=W(LC 12) Max Uplift 2=-62(-C 12),1=9(LC 12) Max G.2=15](LC i).3=111(LO3),1=236(LC R FORCES. Qb)-Mex.Cwnp.Mlax.Tan.-AT laces 25O(lb)orim excaptw0enshown. NOTES- 1)Wind:ASCE 7-10;Vhh=130mph(3-second gust)Vasd=101ni TCDL-5 Opsf:BCDLd.0psf;h=-25K;B-45f;"4f1;eavadfl;Cat. II;EV+B;Erol.,GCpi=0.1Q MFRS(dlmcronal)and CC ExterioQ2)0-0-0 to 300,Intedor(1)300 to 5-114 z ;C-C toy members xW forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pat whore chord live load rwnccncurrent Win any other live l0ads. 3)'This there has been designed fora live load of 20 opst on the whom chord In all areas More a rewungle" w11 by 2-00 Woe will fit between the bodom chord and any other membere. 4)Refer to glyder(s)for truss to truss connections. 5)provide meManical cowl(by others)of truss to bearing plate capable of wllhstandng 62 In a AHIT ad,jdM 2 and 1Ib uplift at .lot 1. Q w4rppp,✓wINaahm Pvu —Arid NelF9 aw 1WSIMa MCLIMID IPIEN affNYNCEMO wild—.149YNI5BWNE U3E petlpn WNlla v¢aiy MT MIH[d cav�ecMws.11G6+9g,kbaA MVupa�{xrmnlms tlumn.aM klam MUMLd deQgcanrorenl.rol axxn y B,m mem.aelMe ue.rhe t,wq tleynia m,¢I vain Ins ga2arm^t,]alT[varean ad r.MIV Bycapawa.w tlaan Poo,X'e<rvadl I Tek' p/y,don"b" edrd"on ONualedkto waves WCYlPi9 oIkMUW nus wetiad/aelwamaMazaYv. len�M'wabF q�ar kdwaya�egwed la[ktllnreblopevmicdlgie wilhVW,le CerottY bluY'>bPW+enYdareYu.Fa Paiwtl pbace�eWtwglhe 6000 PeM Eu1aM. eeerr.rnyPtle rygnLURare.21SN.,voseaeLaHe31R.Plewoor TCpnp,MLO9Ye1 TCR WF]p Lmgam�tl Terrya.FL 33610 Joe - Tum Tmea Type Ory Ply 122a0TOA EJ12 JackOpen3 1 710491322 J00 Reference o tlonal Bunting Component Supply, JWeomalle,F132256 e.OtOSApr 20218llxFeb 210]'Y99620t ID:?KLNdmFL?cVeNAzmW-IrINOWRawuTAwKRkGP&B3zldl4-Lv 2-aR 2.60 aces,=I:ID.J app 1z 1 a as II O0 20.0 0.S30 1 BO Plate Onsets IX Y)- f1:42-8 G0]I LOADING(psi) SPACING 2-0 C9. OEFL In goo) Well W PIATES GRIP TCLL 20.0 Plate Grp OOL 1.25 TC 0.04 VeM(LL) -0.00 6 > 240 MT20 2W190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 VeM(TL) -0.00 6 > 180 BOLL 0.0 ' Rep Stress Inc, YES WB 0.00 Fbrz(TL) -0.00 2 No We BCDL 10.0 Cotler FBC2014?P12007 MalOz-MS Weight 7 to FT=20% LUMBER- BRACING- TOPCHORD 2z4SPNo.2 TOPOHORD Structural ani sieMhing directly,applied or 2-0-0 oc purine. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid calling directly applied or 1040 x bracing. WEDGE Left:2x4 SP No.3 REACTIONS. (Iysture) 2=50RAechao.I,3=30.M1ecllanlw1,1�-8 Max Harz 1- 9(LC 12) Not Uplift 2=-24(LC 12),3=16(1_0 12).i=-1](LC 12) Max Gray 2=50(LC i),3=36(1_0 3),1�80(LC 1) FORCES. (Ib)-Max.CompJMax Tan.-All fomes2W(Ib)brim except when shorn. NOTES 1)Wind ASCE 7-10;Vu11=lWmph(3sxontl gust)Vasc=101ni TCDLSOpsu;BCDL=5Opal;R251t;BdSft;L=24h;eave4lb Cat. Il;Exp B;Encl.,GCp[=0.18;MW FRS(directions)and CO EtM alo,(2)mm;cen4lever left a acded,porch left ant right exposegGC for members and forces 8 MFRS for reactions shovm;Lumber DOL=1.W plate gap DO W.60 2)TMs hues has been designer for a 100 psf ooftorn chord live cad nomoncunent with any other Ilse loads. 3)'This truss has been designed lora fare load of 20.0psf on Me boftom chortl in all areas whore a rectangle 3U-O tall by 2-00 wide will fit bewreen the hodom chord and any other members. 4)Refer to gibberish for truss to buss connections. 5)Prcyide mechanical connection(by others)of Imes to bearing plate capable of wilutandig 241b uplift at joint 2.16 to uplift at joint 3 and 17 to uplift at joint t. Q WIWINa-VM!]CMpnpmwx=n4aEIO Np1ES PY TMa aed NCLIIOEO MIIEN PEfEMNLE IIefW]dAm.lO0Y3aIFaffeaEYeE prison Wtl M Ira_y elfin Mnek®cmrlecbrs.alkdwNn kbxtlerN4 upar{wuf�elen Wwn,1 In Iw mMIWIM LWdrq com,mrwnt rot Maiyuau.sameue.Meooen n.0 'mudv"the�PIHccMINo1detlpi paanalelnatl ggznY bcwWant RY5 Clefbn Mlo nieovertll rafandafldir.wacwoY�'AINklopevonl t.,cwlrreenmrmwr lrnn weomaw aura mealbw,wev. Amnw.x lamwm and pamupnlaazg MTek' Yflweyf repw�NfktlllyaMbpewni<MlgeewAn,wN4(¢IsrlvY ryrn'vp gepeM Wnapr Fw dawvtl yJeMvaixrpelq Rw {MxIYRflcgy,tltlhay,ne[M1m aftlsaYg orin¢efoblmnrytlemciaMlay/pI Ou1lyCMrk,DSB-09ant BCL\iEne Cenpwrnr 880<FeRL 3nelo MITYMnrdon wd2M M1wn Ir�m FMe YmMlde.Ole N.lee Slreel.5lle31 R.Neradll¢VRRR31 d. Tenpe,FL ]3610 Job Trus Truss TypeON Ply 0 81323 42280TOA EMJeck-Open 3 1 Building Condoned Srppy, JackeanwlN,F1 MN eft B.olys LRelaardag net AM202016MrTek Inds .Inc. Tue Feb210]:28;V2017 Paget ID:9XVW meK?cW6w.N rim W-DlddXNLEI?M6 IMlblV_WXAwXlP1pbeCx,_Lu 2_00 zab iki 8.9 400 12 2 1 g � d 9 3x4= 2-0L 2-0-0 LOADING(pal) SPACNG- 280 CBI DEFL. in god) Weft LW PLATES GRIP TCU_ 20.0 Plate Grip DOL 1.25 TG 0.05 Ved(U_) -0.00 6 >909 240 MT20 244/1BD TOOL 10.0 Lumber DOL 1.25 BC 0.00 Vii -O.00 SS >BOB 1B0 SCLL 0.0 ' Rep Stress,Ina YES WB 0.00 HonSTL) 0.00 1 Na we BGDL 10.0 Code FBC2011ITP12007 Mardi-MS Weight 6I FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Ni TOPCHORD Swctural Wood sheathing dlreclyapplied or 2-O0 oc pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid cellai Mnecllyapplled or 1O0-0 do bacarg. REACTIONS. glodireg 1=8btl-S8,2=59Mkwhanlra1,346RAeManlcal Max Hold 1=19(LC 12) Max Uplift 12),2=l9i 12) Max Grey 1=8J(LC 1),2=54(-G 1),3=37(LC 3) FORCES. (10)-Max.Comp Miax.Ten.-All forces 250(lb)falls.exceptwtlenehovm. NOTES 1)Wind ASCE 7-10;Vu11=130mph(3 second gust)Vasd=101mph;TCDL-5.O ;SCDL=5 Opt h=25ft:B45f1;L=2411;save--tit;Oat. 11;Exp B;Encl.,GCpi=0.10:MW FRS(directional)and 0 Elderi 2aw;G-C for members and forces 8 MFRS for mactlons shown;Wonder O0L=1 W plate gdp DOL=1 60 2)This Truss has been designed for a 10.0 psi boom ch nd has load noncmlcunent WM any Other live loads. 3)'This truss has been designed for a live load of 20.Opst on the 11Odom chord in all areae where a rectangle 36-0 fell by 2-0-0wlde van Ili between his bollom chord anal any other members. 4)Refer to glyder(s)for buss to faces connections. 5)Provide mechanical connectlon(by others)of funds to"atlrg plate vital of wltMlanding 3 to upl Ili at lolor i and 19 It uplift at e1n 2. WJNNW4 h �. Yen Fd - INfr .; . SON aEe eq -NM1NMMhlwmfwwnl.ml nus ryalam IM ILL'alptle9(vwro.venN."4k 1WIN.IW9 r. .meM1 ri, v l wryuOle nt rWYar nm tte—.1 IaAUro oeMl a Yq YgcaleOal p Ilvckurg IMVMdlnmweDCMt Mo [maYv PAliawvJiempxayacplar—lManx) Welk" ealwgs u>ryLerlbl ktdllyavlbp 1 Ind pa P♦a q moy F 1.41 each reU,hglrb avkaaxLikxroA,dalNery arxlknm]d¢Ip of io aMlnmryilemcttgxN51/TNI GVIIy CAlaryetad9 es,]aLLBW6gCmiparwA 80<PeIL — BNJ adtly IrYwmWn ovtlMeM Yid%Ole Y¢tlMe.RIB N lee SM1eel SIp31R Ne[aNb,VPRY3IG iurtpa.FI ]%t� Jpb i II T.Type Cry Ply T10481 1221gTOA EJ23 Jack-Open 2 1 Job Re ti &IiNilN CanponeM Supply Jecksomllk, 210728:37 N17 FI3R256 e I IDgKVLNd LTcdVawJWIIzm W-DtddXe3LEI?a=JMIbW ApX3wXW1yiIPGtj W 1-11-e ' 1-ib8 yya-19.1 lO 1R 1 p 36 II Rp II 1-11-8 B Plate O% (Xy} 11 0-2-0.0-54t] LOAMNG(pat) SPACROG 2d0 061- BEFL in got) Ydefl W PLATES GRIP TGLL 20.0 Plate Gap DOL 1.25 TG 0.03 Ved(LL) -0.00 a >999 240 W. 244/190 TOOL 10.0 Wm0er DOL 1.25 BC 0.00 VencrL) -600 a >999 180 BCLL 0.0 - Rep Shessincr VES WB 0.00 Horz(TL) DW 1 Ne m BCDL 10.0 Cape FBC2014?PYLOOr Wtax-MS W.I,M:TIB FT=20% LUMBER- BRAMNG� TOPC IPID 944SPNp.2 TOP CHORD StlucNrai sepal sheanning direftlyapplle0 or 1-118 oc purlln. BOTCHORD 2x4SPNO.2 BOTCHORD Rigid telling Uredly applied or lO(2,0 W among. WEDGE Left:2x4 SP No.3 REACTIONS. gbhlre) 1=TBI0.4O,2=4744eMatdoe,3--31M1echanical Max Hors 1=19(LC 12) Max Uplift"(LC 12),2=-14(1-C 12),3=1(LC 12) Was Grev 1=M(LC 1),2=07(LC 1),3=34(LG 3) FORCES. (In)-Max.Comp.Mlax.Ten. Atl forces 250(m)a less except MM shown. NOTES 1)WIM:ASCE T-10;Vine=lWmph(33 and guaz)Vasd=101mph;TCDl-5,Dpsf;BCDL=S.Opsl;h=25X;B=45ft;L=24h;eaves N Cel. II;EN4 B;Encl.,GCpI4.18;MFRS(directions)aM C Extenor(2)mlle;C-C for members and forces 8 MFRS for reactions Mom:Witter DOL-1.80 plate gap DOI=1.W 2)This clues hes been desighoo for a 1 O.0 psi bottom cMM live load r ncurtent IWM any ottler 1'weloads. 3)-This Muss has been designed for a live load of 20.Ops1 on me bottom clwrd In all areas where a rectangle 3BO tall by 2-0-0 wide well Int between the nonan cMM and airy that members. 4)Refer to glyder(s)for truss to truss connections. 5)Provitle mechanical connection(by others)of hues to bearing plate capade of withatandlrg 3 to uplift at pal 1,141b uplift at Joint 2 and 1 to MIM at Joint 3, A.. tlPFA OTE e. OEEF eleP .1. vdN duSe oNY`w'mM 1' 11'htlnWn tl NY P'^ �Ma � WlW tul]q nl rot eonipwm Wloeus IM Mldq daG ml vellN x N1f ief¢p n vvM ✓m VesYl bl- 1w VI WOgde4}1 ®«I'BYNcoleOal P NI'q 1WxvYAdM1,mweDm]I fwvO eml¢rsaYY NM1e>tx1YlmMWaWPamxne Ida'Irvl Mire. 4tlww leaYYetl WiMtllYm by Idlgwf V»ePawvJ IVJYmfpM>nY�aVtl-Fd¢vre1a19�a�NY d9� Ve Eem BNJ assay ^'oY tleNe'Ye i—A ., M1u aM MI fwAXL/IPIIOWhGIE,M De&M aq&:A WWn9CanW1wn1 TenVavFL 3] 10 Syglrpyangll4M1 avdRxe M1m1 R�I3 MIIMe.R1 N.Ita 50ae1.9Jle 12 Ple�a✓AW.VAY131 Job Truro Tic Type Ory Ply 122II U24 Jack Open 1 1 710481325 Job RXlereree( p8 hWl awwlrg wmpolerm ehggy, daCY.SPNIIIe.FI32256 ILaoOSA M : 01T Pe gel D'KVnJOmeFLiWVWi1zdW-*P7gtM6YmGGdVG9MMOOCrRlLMlac88M1el _ airs sun scale 1:12,2 2 4.00 FIT T `a 1 � S 3 as- no 400 LOAgNG(paR SPACING- 2n-0 CSI. DEFIL In goo) Wag UD PLATES OMP TCLL 2(1.0 Prete Gdp DOL 1.25 TC G22 VeD(LL) R1.01 36 vON 240 MF20 2WIW TCDL 10.0 turnal DOL 1.25 BC 0.15 VegQL) Z31 3 >999 180 SCLL 60 ' Rep Stress all YES WB 0,00 HOU(TL) 0.01 2 Na We BCDL 10.0 Cad. FBC2014/FPI2007 who -MS Weight:141b FT=M4 LUMBER- omcmG TOP CHORD 2x4SPNo.2 TOP CHORD Stmclural wood,sheathing grecily applied,or 4-0.0 oc pral BOTCHORD 2x4SPNo.2 BOT CHORD Rigid ceilm,directly applied,or 1000..blescng. WEDGE Lett:2x4 SP NO3 REACTIONS. (IWslze) 1=15SC,6u%2=I07M1edmmIN,3=50rMechanlcal Max Harz 1=3a(LC 12) Max Uplift 1=-e(LC 12),2=35(LC 12) Max G. 1=158(LC 1),2=1 W(LC 1),3=74(LC 3) FORCES. (lb)-Max.Comp/Max.TOM-All forces 250(Ib)bill except amenshow. NOTES 1)Wind:ASCE T-10;Vu t=130mpui(3secomi graft Vasd=101mph;TCDL=5.Opap BCDL�.Opsf;h=25g;B715M t_2411;aeve"ll;Cat. II;Exp B;Encl..GCpi=0.18;MW FRS(Directional)and CC EAerbr(2)OO-0b 34Q Interiol 30.0 to 311-4 zone;O-0 for members and forces&MW FRS for rcac l shove;Lumber DCL=i 80 plate chip DOL-1.50 2)This tress has been Deslgne0 fora 100 psl Whom chord,live load,noncmwuna a WGh airy other INe loans. 3)'This Imss hers been designed for a live two of 20.0psf on the bottom chord In all areas MOM a Mutant&M-O tall by 2-00 Mde Off tit befxeen the pull chord and,any other members. 4)Refer to gimer(s)for muss to[mss connectbns. 5)Pravda mechanical conne,lon(by others)of tense to bearing plate capace of wgtstanding 9I uplift at joint 1 and W to VIR at joint2 Q NIM/a-ee'PY bYan puenwrxe mOREIa NOIEe PY IXSIXa MCLYMONeEN aEfENINLEe.1aEMLLJ4Am.lOOL1a169EfOaE USE bOOdhddhai 0eUh M]MueatlY h'Jln Ml1eMDcorvherchurs Ih8e4Wx,k lxvaf MYhYKn nrhrameleo SMnm.mtlktw m MW4x hXcgpcanyxcnl.ror �s1'Yahr.BBIpe�.PwgldtwdaxawrmW Rally MegWchtllNol tleLLa,gXahwhniap gigelY Yw'uP+raR MOeNan Mo tl¢overtll k Wa/traT,IM 1a LLYXlly�a'AWio Peva0m4 p�tlde gXRMdyOry WP%halY�.I�Ba�aalPAtthmr�4watX¢a✓J AYvkMl:rtsbq�e.tNlMly.ad:YMaggWgalnmaadlamryYanv reOVIL/IYn Ordly ClrwYr.UNe9atlaCY4tl�T Carpwrae 9B04IhMF .W. adMykbnryfrr w6Yb lrcnh 1r�Ruw YnX�Xe,418 N.1ee SbeL AAe 312 Me�agla VTRZi19. TXnp,0. c 2a10 JOU Two Tuna.Typa Oty PIY Tf 0x81326 2260TOA FJ26 Jeck-Opan 2 1 Jab Re I BUMIrg CampoMM Supply, Jackeonwlle.Fl32258 �� 10:9KVLNdmeFl.lctlVINxNVIImICW-BOeW2CgKirzlgOClgnK3Yz3CMGyORNI1GB0E4y__la a54 6a o a B 11.0 SAI. 1:15.6 3 U0 14 "' 11 11 8 10 i Ban n as= ase Baa ysB Ida Plate OBaels Y- :0-2- Otil LAAOING Nag SPACING 2-00 C81. DEFL In god) AJA VE PLATES amp TCLL 20.0 Plate Oft p DDL 1.25 TC 0.18 Ved(LL) -0.02 5 sees 240 MF20 2441190 TAIL 10.0 Lumber DOL 1.25 BC 0.53 Ved(TL) -0.06 5 s996 180 BCLL 0.0 ' Rep Stress lnor YES WB O.00 HorzQL) 0.01 4 NB Na BCOL 10.0 Code FB02014ffP12007 Mated-MS Weight 221b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP N0.2 TOPCHORD SiMdural w d sheathing dlmdyaWlied or 6-60 oC pudlnB. BOTCHORD N4 SP N0.2'Ester BOT GHORD Rigid ceiling drool,applied or 1000 bC bobbing. 28:2x4 SP No.3 WEDGE Left:2x4 SP N0.3 REACTIONS, libellee) 1=23M5A,3=104/M nicM,4=133IMeOwtCal Max Hors 1=57(LC 12) Max Upl[R 1=14(LC 12).3=-22(LC 12),4=16(L012) FORCES, (Ib)-Max.Comp./lax.T.M.-All forces 2W(I1,)oft.except wh.r shown. TOPCHORD 1-2=2k O NOTED 1)Wind:ASCE 7-1 Or VulMl Wmph(3a(c0nd gust)Vas0=101mph;TOOL=S.Opsl;BCDL=50ps1;h=25X;B= 51h L=2411;eave=411,Cat. II;EV B;End,GCpi=0.18;MFRS(Cheotlona)and C-G Etlerim(2)0,0 0Io 3",Interlor(1)3 0-0 to 511-4 zons;0-C for members arel tortes&MFRS for.aeeft..shown;Lumber DOL=1.(50 plate grip 0010.80 2)The truss has been designed for a 10.0 pef bottom MnN IWe load nmcorlourrenf AM any other IWe reeds. 3)'This truss has been designed lora live lead of 200p f on the boftom chord In NI areas Mato a rectangle 3S tall by2-0-0wide Will fit between the boltcm chord and any other membra. 4)Refer to glyder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 1411,uplift at joint 1,2211,uplift at joint 3 and 1611,uplift at Join 4. WAIINMO-VMryCeYanpuamvlm enEaFJO NOTEe ON eII5 AHO MLLYOEa MIIENPEFEMXCE P4OEW)IJinv IOOYMISBEfOF I nes5p Wtl Ior�dYY VAm IALLYDcww.vam Mi Je4nn k✓xtl onrY uWa LcvartielerssMrvm.uM alw mMMNOunI,.0.dlq owner*<nl,ml mno,warns(oreue.IM daa4.lmgrermul.,,nIn IM4MMr Ilyo(M4nt�..rEr,alersrav]pa[erlY lrcwpvole X.tlmSuuu Xwouerrl MiTek wmoomlo�.eornpwwlaaaloare.�r,lL IXYpalmxaw mnwmmetd mora memaeSwv.AddMMlemsprpvmdrermawala«xxl t WgYsreZleft/a sYlAllYm]Iopevsicdlgie uM,pw4le Perwnt YafYWpM!51Yrxaa.e.luPrerdgMSse reaaSpx,e 1.1, WvFEarl Blrtl. rtlytgYpaµxgy,dnaely.mslbnuq Lva:ig olm5e.md mnMlarfa.saeANMRN1 M•enwb.osad9aq lCL4Mgeompwrxtl T.rrya.FL aYlo fdMylrbTnbr QaJdb' Eun IM.HoIe MXMe.RIB N.Iea Slrcel.9JR312 NeiavJh VRYYl11. JOD Trus Truss Type I]y Ply 122BOTOA EJ2] Jack-Open 1 1 T10013V 10,Refs... p4 el oullulrN l.ampOrlam 06ppry, 4ecxs0lYANe,1'132256 8.010sAp202016MI'as lMlnrriec,Irx„ TlaiPat,21 3Yx36h]:28:3NIGME4Page 1 ID:?KV lnJMpFLMVBxJ W il]mC W�eOz W 2CpMrtlpOCpnK3YLlGrrb_ORNi1G Bf IECz)_ls 60 0 fiaB 6We=11all 2 d.o3 1z e ] kl m � t 3 3[0= o- o fico LOA TCLL G(pet) SPACING- 2-00 C&. In (lot) We W PLATES GRIP TOLL 20.0 Plate Gd(iDOL 125 TC 0.56 -0.OIn 38 �ftfiskWe 240 MRO 2GRIP190 TCDL 10.0 Lumber DOL 125 81 . [kDER. -0.1] 341 x430 IN BCL- 0.0 ' Rep Stress ktr YES WB 0.00 003 2 We we BCDL 10.0 Oode FBG2014?Pp00] Metrix-MS Weight 20Or F ::2056 LUMBER- BRACWG TOP CHORD 2x4 SP Not TOP CHORD Stmclural wood sheathing Bradly applied or&0-0of,purlins. BOTCHORD 2x4 SP Not BOT CHORD Rigid telling directly applied or 10.0.0 co babi WEDGE Leff:2x4 SP No.3 REACTIONS. (Ib§Ize) 1=23fl 5E,2=18&Mechwical,3=7&MechaNcal Max Hour 1=5](LC 12) Max UP itt 1=94(LC 12),2=-54(LC 12) Max Grav 1=238(101),2=162(-C 1),3=112(.0 3) FORCES. f b)-Max.Comp.flW x.Ten. All forces 250(Ib)or leas except sten shamn. NOTES- 1)Wind:ASCE 7-10;Vup=130mph(3-aecontl gust)Vard=lOWph;TCDInS.Opt;BCDL=5.0p;h=25tt B-45it;L=2411;eaau=4th Cat. Il;Exp B;Final,GCpi=O.18;MFRS(dinkfioneg and C-C Etderbr(2)0-0-0 to 3-0 0,Interlohl)3 Oto S11-4 zane;C-C for members and fomes 8 MFRS for reactors shown;Lumbar D0L-1 SO plate grip DOL=180 2)Thal abuse has been designed for a 10.0 pal boftom about live food nonconwrrent with arty other The loads, 3)'This turas hes been designed for a Ilya l0ad of 20.Opef on the bottom cMrd in all areas stairs,a rectangle 3-6-0 telt by 2-0 0 Woe el fit beMesn the Do0 nt chord and another members. 4)Refer to glydians)for (rave to Imse wnrecions. 5)Prouids mechanical connection(by others)of imse to banding plate capabe of sltisfanding 14 lb uplift at joint 1 ass 54 lb I Aift at joint 2. Q WAM1 .Wlrxaska, nMnyMpE9 a kc.qI iMlSdNa WL .b YoEx aEFERPNCE Pa.a M47I7em,1.15 a=a V6E Deal.N1--an,.MII�X9 ,--:loix",a'P.,n I—".' "',txnunalun ok—.IaInmI..-11.1, compwwnl.i»I Ina karakul.Ifokrn.a.dtlkaaP Masson mml-.111oa1Ma'YWIN of M4pn"Ynele¢ .qIxaY' Ic Ink Mkor fob 1.-olal Ixgp.}yp.emxlolmrneemo savant WCMmu or Y.xw a.Lour weornala cone moria Y. tarl1 unh 1-10 ria MTek \Uevr4MyYaf b tlmNIN 'Io WevaJ ceAlVw Wlnfb�la Pn'1+rxl kary Vvl W VH�'IYdon[ge. fon ger¢rtl pIYXrve retuxalriy Xx: Y LlMge.UMNmy.ne[:Mmm][va lgMIrusfiatl Mrs MMmu aneaNL/RIIGW/lY GNrxr,pSN9 aIE kCL lulJq Coniparwrl 6901 Perk,Eat Bald ldrlx Ml lNal aY6YAelrem Illi PaYtgMe.RtBN.lee SDesL.1e 312 NeLnxM VPRR311. — _ - �i,npn FL 33610FL 3Y Job True Trues Type Of Ply T10181920 '.+2280TOA EJ28 Jerk-Open 3 + � Job R 2WA(1 2017 Page I Selling Conpunent bobby, Jessoenst.-132258 auuenpr ev ev�o iwie., w . .w. .. ID:MLeldmUIR? VOWJWiIxmCWdc%uFYIrya06aRenu0USI5ANIUPTAds_wlffmWxL_Lr 23g 5g eA0 3S0 Scar 1:155 3 4ch 12 2 m i + 6&411 T24= _ M 8-00 zss ae Plele OX 1 YI- f2 O30 1 LOApNG(pal) SPACWG 2-00 T-.' SI. DER. In (los) agefl IN PLATES GIIIP TCLL 20.0 Plate Gdp DOL 1.25 TG 0.3B VeX(LL) 0.07 1-5 >980 240 MT20 244/180 TCDL 10.0 Lumber DOL 1.25 BC O.BD VeX(TL) 0.15 4-5 x161 169 BCL- 0.0 ' flap Smase Inc, YES W B OAD HorZ(TL) 0.04 4 IVa We SCOL 10.0 Oman FBC2014yTPI2W) Metrix-MS Weight:2110 FT=20fs LIMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD SmlclurN good sheaOing ghastly applied or 6O0 oD purlins. ROT CHORD 2x4 SP No.2'Excepl' BOTCHORD Rigid calling directly applied!or 1000 a owing. 2-6:2x4 SP No.3 WEDGE but,,2x4 SP No.3 REACTIONS. (Ilosize) 1=238005-8,3=14NMechanlcm,4=85R.fechanical Mex Hoa 1=5)(LC 12) Mex UpI1X 1=14(LC 12),3=-41(LC 12) Max Grew 1=238(LO 1),3=143(LC 1),4=106(LC 3) FORCES. (Ib) Max.CompM.Ten.-AIL M.280(lb)orless exceptomen.h... TOP CHORD 1-2=3611104 BOTCHORD 1-6-1691307 NOTES 1)WIN:ASCE 7-10;Vult=130mph(3ascoo1guar)Vasd=101mpb;TCDL=5.0psf;BCDL=50pl h=25X;B-=4SI;1-2411;1 Cat. II;Exp B;E.L.GCpi=0.16;MFRS(dlmctlon in and CC Exfedor(2)660 to 340.Infe0or(1)300 to 6114 zone;G-C for members and forces A MFRS for reactions shoes;Lumber DOL=1.60 pian grip DOL-1.60 2)This those has been designed for a 10.0 psi bottom chord 1Me bad sconcOncurrant war ally other IMe loads. 3)'This tensa has been designed for a live food of 20.Opsf on the boftom chow in all areas eamere a rectangle 3 6-0 hall by 2-0,0 ease, out lit between me bottom chord and arty neer members. 4)Refer to girder(s)for buss to Uses connections. 5)PmWea mechanical conneduch(by others)of muss to bearOg plate capable of vbmatanding 14 lb up11X at ldm 1 and 41 Ib upIIX at Iolnf 3. Q WApXMp-Nrtlx 4nWn passe xM PF4D MOIEe PY 1NS A/Ip WCIIIOED MIER PHFN4NLE MDE M)bfl m'.IDW"Nrl aEIOaEYEE IML} wIYJ Ia u¢aYYw'lln MIIeYScmrieclai 11'hdaty�a LuxtlaeYr MmnnrersiMwn.uMLL(w m Mlvklwl Wdrq cwnMenl,rot wayu9ru.saki.ume wag k Hees e. uo ".. .ay oIa xmmor-rs 'mom nwpw care XYi UB�nnbll¢ovadl wxas m+on annex rn�xtor+av�Iwmroana�M.xl�weo wor Mora m��o�.:wv.reeeora ler�wrwmeeelrlp.:m d�rg MR8k' <1,v. reaYenMSMYh O✓J+u pevenlcdl9>D'a Mn�W><bxe pa'+xxx lwxY xJdge6Ydun4RondenclpEArce repvag Ne WW Pnb EW 6Xtl. IaaLMkrtilexape.tltlxaY,ereclknaKl daclg of MrseSrtW Inn Mlelm reexN61/INI QxMy CIIxb.DledaaM aCY WNaIP<nrVerwe tYMy IrMmdM ayals xwn IrlxlMab son.R I.N.Iee Street.SJb 312 Hem VA is Te,11.10 Job Tnae Tues Type Oft, Ply 710981328 Im TOP, EJW Jack-Open 1 1 JOG Remorse o4ore Butlirg COmponenl5uply, JackEmm✓le,Fl35Ap20216MITaM Inc. Feb 2017 Page t ID:9KNJmeFL?MV8wiImCWduFtgO5RmuOUsiePM0Y] wmWq_r 2-00 2-00 Scale=1:0.0 W 12 2 1 Ll `a 3 NA 3r6 I 3t= mI 2.008-0 030 Plate ORSMa DCYI- 119000.1-0I 110-1-80.]-01 LOMM (pM) SPACING- 240 CSI. DER. M floc) Wefi W PLATES GW TOLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vetl(LL) 4X00 6 '9118 240 MT20 244MM TCDL 10.0 Unifier DOL 1.25 BC 0.05 Ved(TL) -0.00 6 '999 100 BOLL 0.0Rep Stress Incr YES WB 0.00 Horz(TL) DW 1 Na No BCDL 10.0 Code FBC201t7PI2007 Metrix-MS Weight 8l FT=20% LUMBER- BRACING, TOP CHORD 214SPNo.2 TOPCHORD Stluctund wood sM1aatlYng dlrectty applied or 240 oc pother BOT CHORD 2x4 SP No.2 BOT CHORD Rigid waling directly applied or t 00-0a bracing. WEDGE Leff:2x4 SP No 3 REACTIONS. QWlze) 2-47Mlechanical,3=33RAechadcad,I=80N-31, Max Horz 1=19(LC 12) Max Uplift 2-19f-C 12),3-15d-C 12),1=23(LC 12) Mex G.27t](LC 1),3=34fLC 3),1�(LC 1) FORCES. (Ib)-Max Oomp.RAax.Ten.-All forces 250(Ib(prime exwpt when shown. NOTES 1)Wind ASCE]-10;Vu1613Omph(3-seccud gust)Vasd=101mph;TCOL3.0ps1;BCDlr5.Opst h=25X;B�5f1; h--24h;tdn Gam- tt;Cat. Ib Exp B:Enct,GCpa=0.18;MFRS(daredlonal)and C-C Exledor(2)zow;can4la du left exposed;stitch left and right exposed:C-C for martens aim forces&MW FRS for reactions shown;Lumber D01=1.80 plate grip DOL=1.60 2)TMs truss has been designed for a 10.0 pat bottom chom live load ronconcunant with any other live too&. 3)-This Imes hes been designed for a five load of 20.0pef on the bottom chord In all areas where a betaine 3 tall by 2-0-0adds will fit between the Whom chord and any other mambats. 4)Refer to glydeds)for buss to truss concessions. 5)Provide mechanical connection(by others)of busS to healing state capable of wilhslandilg 1911,uplift at joint 2,15 lb uplift at joint 3 add 23 to uplift at baht 1. PNwe Vv"I"aw rpumf--daE oNOIEa PV TN64NO MLLWEnIMEXXEFEgiXCEYP4EM101arev.fOO.VNIE9EF0 �' gEVSE OerMyr WXf for rsoMy Mh MIIekDrcrc¢etwc IMiferY,�rehk+)on„'upas 4�"x«nul«s Ypwn.mf Isl«�nhilNWd IwYd1p cmrwrxmu .rot nnw.ynae e««e�,IredAJq mar«�mml Vamvl nore��e �««>Nr�w.«e nrnmgnmwnw o�«a- Amrode4�r scen9kxira sem«a9«rlawnoaarwk”a'.�I`r'erffiwenww«awemanmw..ulr.xwe«rl l«ro«ww�d�m�wnl lwclnl MiTek a WOW�O«Aed M gSwlwuq bpnwnlMy¢wain WaLJe p«wta NFV qq poW1Y Mneme. f«�raap4ARn redredq Me IWkolYM ila��e.mauery,«eclW�a JdMpolauma syil«ni'>sPN1aVIPII Ouoaly CMxlO.O6a49ax1 K41WgrPdNmP«wal a9WFrb Evst N aYtlwYblmXm avdktAekom lrr6 Ha61mXMe,Ria N.lee SY�l.aIle Jl2.Ibvurhel VAY131 E. ierrye11 3360 f Job Truss Total at, PlY TIMMS 12280TOA EJ34 ,eek-Open 0 1 Job Relelalea o nonal Budd,Compared MWIYI Jaduornllb,FI32258 9.d10s Apr2020W-Sp TOalrles,loe. Tue Feb210]:2B:41201] Page1 ID:?KVLIJdreFL?o]V9WJWiWICW�5p5GTUIleOiaR3kM4yGN%EOBXaOmstl?Dagoluj Lq b1 bb8 Scab=1:12. 2 W 12 R 9 1 irJ I 3 3i II a4= pyp 4 p30 3168 Ple[e OfNNe DCYF- 11 PDO 61 190.1-8 ]A1 LOAgNG(w0 SPACN(b 200 C81. DEFL. In 0.) WWI WTW20 PLATES GRIP TCLL 20.0 Place Grip DOL 125 TC 0.20 Ved(LL) O.IXs 38 >909 240 2M/190 TCDL lOo Lumber DOL 125 BC 0.20 Ved(TL) 0.04 " >909 100 BCLL 0.0 ' Rep Stress Irwr VES W B 0( Hors(TL) O.Oi 1 Na Ne BCDL 100 Code FBC2at4/TPI200] Metmr-MS Weight:141b FT=20% LUNBEF- BRACINO- TOPCHORD NA SP Na.2 TOPCHORD StrucWrel woo0 sheaOing clrectly applied or 11-0oc pulling. BOTCHORD 2x4 SP No.2 BOT CHORD Rod ceiling clrectly applied!or 1OQ0 oc loading. WEDGE Left;20 SP N0.3 REACTIONS. 01blum) 2=104MA Mmical,3=5&Mechanic ,1=1a3N-3-8 Max Hors 1=39(LC 12) Max Uplift 2=40(LC 12),3=-2](LO 12),1=50(LC 12) Mex Grey 2=104(LC 1),3=93(LC 3),1=183(LC 1) FORCES. (Ib1-Max.Comp.Mlax.Ten.-All forces 250(Ib)wines except when shown. NOTES t)Wind:ASCE 7-10;Vult=130mph(3-.awns gust)Veed=thtmph;TCDt-5.Opst;BCDbS.Op t h=25X;B=451p L=24ft;aav ft;Cat. 11;Exp B;F e1.,GGp1-0.18;MFRS(diredlond)antl C-0 Exlenor(2)0-0-0103 OC Interlor(113 0-0 to"612 zone;canilmon left exposed;pooch left and right expoe xtC-C for member,and forces&MW FRS for reactions shown;Lumber DOL=1.80 plate grip DOL=1.80 2)This Irks has bean designed lora 10.0 psf Wftan Chad live bad mmmnmrmt Wth aW oMer live loads. 3)-This truss has been designed bra live load o120.Opel on 1,8 bottom Chad in Mildew Where a rectangle 3601811 by2-0 ad. Will 1k beh aen the bottom duc d and any other members. 4)Rd.to gij let trials to Wes connections. 5)Protide mechanical connedion(by ofttersl of buss to bearing plate capable of Wtllstending 40 lb uplift at joint 2,27 ID molft N joint 3 and 501b uplift at joint 1. AWIa rlry Mtlenpvmtl rE pYa cER e ) Ia0YN 5a .'I [RL(Nr N NInM t is YtX 51 V . 4 Ixwn. %M1n y" rt Y ysk �I ..int l+Mdq -LIM Est N Ax Ix YiIN VPI Tdt Nx+h 'xl✓r411Ne >n:l 1 Me ov. , Mllek o-A�w`o reRea w .M1a h,m tags Ir ralro Nd..x lhuWw ar�df�r�bao members oNr.a�+walerrhwv map�rr.+w,m u«Ire — -. dw�a`YJ aI sktltlNe W 1 w`w111,Vmt urvJ 6VxY NWcaarlY ban[K. lvr4 rertl P6tWrc epaNg Me ca G 1 3a1 plbnl gar kMM1ehY.er hMnm] 6eMM wJ ort ni 2WN6VIRICWIY CaIxIo 03ad9mG aeA BUYIhPCariWnxe ice . 9WIy IMamoXm mtlAe M1m lrvm Rakl¢AMe.RICNt SI1eJ12N �wlb VP2YiG Job T. True TypeGly Ply 12MTOA EJ35 Moropiich Suppored(sable 1 I 710181331 J LRir (odu 1 &rildrg ComponwN 6tgply, JedtsomllN,FI92258 S.dlds ApVilbri 66p6GTuhaOT6e.3"yCFek 2107: sLt?01] Pege1 ID:'IKVLNdrtaFL]WVBwJVYIzmCW5p5GTUM1eOTOR310MyCNXtlOeW811veL190epolzzj_Lq 400 C4.0-0 . Sub=1:122 2 M AOJ 12 5 4 _ 1 3 3xA=3m II nb II PIMA OIhek�%YI--- I1:0-0O 0.1-01 I1:Q1E 0.]-0I IDADING(psf) SPACING, 200 CSI. I Di In poo) Vdetl LM PLATES GRIP TCLL 20.0 Plate Ghp DOL 1.25 TC 0.29 Vel Na - Ne 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Ver(IL) Na - We 999 BCLL 0.0Rep Stress Inm YES WB 0.00 HCrz(TL) 0.00 we We BCDL 10.0 Code FBC2014?P1200] MMrbt-S Wa19111:16 Ib FT=20% WMBP BRACIN TOPCHORD 9WSPNo.2 TOP CHORD Structural wood sheathing directly aWW or400 co purine, BOT CHORD OW SP Ni except reed vergcab. WEBS a4 SP No.3 BOT CHORD Rigid ceiling directly applleci or l0-0-0w bmcing. WEDGE Leff:2x4 SP Nc.3 REACTIONS. pbfeize) 3::l W400,1=15G4-0-0 Max Horz 1=44(LC 12) Max Uft1F 3=-26(LC 12),1=e(LC 12) FORCES. (Ib) Max.Comp Mlax.Ten.-All farces 250(IL).,I.auept vTen sbOwn. NOTES 1)WIM:ASCE]-10;VdW 30mph(3secoM gut)Ves1=101mph;TCDL_5.0psp BCDL_60i h=25X;3111,15111;L=248;eave=2k,Cat. IL Exp B;Encl.,GCpF_0.10;MW FRS(dlretllonaQ and C-C ComeR3)O O-0to 3 0-0,Exlerm(2)"-0 0 to 3-104 zore;O-C for members and forces 8 MFRS for reactou shown;Lumber DOi 60 plate grip DOL=LW 2)Trussdesignedforvbndloadsinthepaneofihairusonly. ForSWdsexposed to wind(mmrel ICtheface),see Standard Inowhy Gable End Delay s as applicable,on,consult qualified building tlasigrrer as par ANSVTPI 1, 3)Gable requires contlnuwu bottom chord beating. 4)Gable studs spaced at 1-40 cc. 5)This Imes has been designed for a 10.0 psi bottom chord live load noncorwunent arm any other live loads. 6)-This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectari 3-e-0bll by 2-0,r)us will fit between the bottom chord and any other members. 7)Provide mechanical connecfion(by others)of truss to Losing plate capol of wiRetanding 26 to uplift at joint 3 and 816 uplift at Joint 1. QWA.-yrday, se e,eaEAeaOTESNY.,vrnAV .a.MnENaEiE .A 1ApEraNAm.leOL3a158 EFOXEUSE �rWYJ lalmaYyxT M1«@, can¢[:Mm lM�ag,kGax]mIY�i l�Vxaneien i0own.aMkMmMrM:M bIMYWcunWr,u,t rut Inaryllera fielge W.X'e tle��mW Ya'IN Mw M[11NAIN OI CagT heel«xall gcpnly MtNuab lM�LL�lnb llw oowtll k°J.n'gm:r nAae t9.aa1"rv� kw�Ya l wllnnw w tv:v'ww`�w'env a wr a«eenfwS aYea��rbaar.a MiTeK IYAcolkM ncgretlPr'Nn'«eCMna'J Gd.'t9alnwa[uldbae'Arerrc reMNL/IPII WdNCNxW pea Wand N'S1&11lnaCanPuwrll llr.FvLe Iii.ri ,IytlxMw 21e N.teaelleei,.312 Neaediv VR'MJ11. T, GL .11 rJob Trus, Truss Troll Oly Ply nwer33z 122BOTOA Pat GABLE 2 1 Job PMerenm o 4oml Bulldlrq Gompomnl Supply, JecksorwllN,FI32256 9.O10sApr 202018 MReegECMLi Ire. no Fehk1k23:4220f] Page1 ID:?KVLnJ61wFL?o]VBwJWiIzmCW�Z?IepEICBmLIM1uxHVvumAMkegEcbocsREOlhPry_Lp 014- Byt(0 Sub=r:25.r 1 2 3 4 5 6 7 8 B 10 11 12 Ali 24 23 22 21 20 19 10 17 1. 15 14 13 = aea 1412 2-10.12 48-12 6412 41612 62-12 Bd12 161612 12-212 Pb342 1524 1412 1-40 l_a 110 b4-0 1-40 1d0 14U 110 1-40 1-]-12 LOADING (psi) SPACING 2-0-0 C&. DEFL in (IDs) WWI UO PLATES GRIP TOLL .0 Rate GNp DOL 1.00 TC 0.12 Velf(LL) No - we that MT20 2W190 TGDL 100 Wmber DOL 1.00 BC 0.M VON(TL) Na - Ne 99th BCLL 0.0 Rap Strese BOX SO Cork FBG21mr YES W13 D14,TPI200) IMMA5M Horz(R) 0.00 13 We IVa Weight 67 th FT=N%F,1 M LUMBER- BRACING- TOPCHORD 2x4 SP No.2(fah TOPCHORD Structural what sheathing Nrecpy applied or 6-00 as purins, BOT CHORD 2x4 SP 140.2(nat) ff. e'tmadeemoals. WEBS 2x4 SP No.301M) BOT CHORD RigIE calling directly applied or 10-0-0 M bracing. OTHERS 2x4 SP No.3(Ilah REACTIONS. All bearllgs 15-2 8. (Ib)- Max Grav All reactlom 2W Ib or less at loint(s)24,13,23,22,21,20.1R 18,1],16,15,14 FORCES. do) year.Com,F"x,Ten.-All lamas 250(Ib)or less Waa,1 when shown. NOTES it All plates are 1.5x3 W20 unless otherwise IMlcated. 2)Gable requires srY lumus bottom chord beariM. 3)Than;to be fully ffiWdrhre from one tate or sewrsy braced against lateral movement(i.e.diagonal web). 4)Gable stutls Spaced at 1-4-0 oc. 5)Recommend 2x6 slmngbackS,on edge,ep.ced.11 O0-0 oc and lxslened to each imss with 3-10d(0.131 X 3')rolls. Strongbacks to be attached to wells at their outer ends or restrained by other means. 4NAND F O H4.�K E e9 Oi . Id' Ellr 1#i lair IN K 1 k 6 1 1. '. 1 A 1 I,u-kwl MiTek X i ...n w nDr1.d ro +rn . . 1 u w1Rl Gudlhc m,on..'one x wwDB<orDpoD.m 1 ia�.ea aero SarNylNa X 112Jn M11 %aN huXMn. tae Elree1.9J1e9 Y. na arlila.VA22. - Job T. TQM Type CIY Pit, e T101e1333 hS?SdTOA Edd no. 10 I Jab Reference(options) Building Consonant Supply, Jacksonothr.R 32256 a.orU 5r m 202016 MReklndoshies,ina. Tue Feb 21 O):20Ad 201] Pagat ID:?KVLnKmeFl?ctlVOwJVVIIanGW-2BDOullvM l2V P?IPEOGDO6K0Mgu Nrxj_Lo 0-18 1.3� 1.1Y H � I— 6 �� = 1 125 ae= a= _ 1.541.5XJ I 1.SCf II 1'w 1 2 3 4 5 0 ] 0 �1] 10 p Y P'1ZSZN=="Z! 5 14 13 10 4e9= ,he= 15-2-0 1520 Plata Ofbet IXYI [1. 00 I&Ja10EO 1f 201E Etl 11130-1-0 Edeel fBCD:L5,0 si) SP01 2-00 C51. DEFL. In (Ix) less, IM PLATES GRW .0 Plate Odp DOL 1.00 TC 0.57 Vetl(11) -0.151314 >999 30O W20 27- TCU .0 Wmb.DOL 1.00 BC 0.80 Ved(TL) -0.221314 >625 240 .0 Rep Shrss lwr YES WB 0.50 Hom(TL) 0.05 9 Na Ne Weight.]9th FT=20XF.11X-0 Coe FBG2014?PI20W MatdxS LUMBER BMCWG- TOP CHORD 2x4 SP No.2(6at) TOPCHORD SWdurel wood sheathing di city applied or 6-M purlins, BOT CHORD 20 SP No.2pat) e..W end Medicals. WEBS 20 SP No.3(flal) BOTCHORD Rlgid wlling erectly applied or 10.0-0 w boning. REACTIONS. gbhlze) 10=61 NO-5-0,9=8t6NS0 FORCES. (1b)-Max.Comp3Max.Ten. RII forces 250 db)or less except wfisn Shp . TOP CHORD 1-16=-01110,e-9=-011 N,012=-01210,28=-193Rd,3L---2513/0,45=2513.,5£-251 Y0,a-]=193010, 78=01210 BOT CHORD 14-15 11 525,1314=112300.12-13_-Q 513,1112=0!2300,1011=011525 WEBS 1-15=0/104),2-15=-,8110,2-14 1563,314=-52510,3-13=-W520.4-13=261M.&10=011047.7 10=991A ]-11=01563,6-11=525/.&12=8152.512=-26110 NOTES 1)Unbalanced floor live loads have been considered for tNs design. 2)All plates are 3"WW unless oth.rYlse IMlcatsd. 3)Recommeod M stmngbaG ,on edge,spaced at 10-0-0 he eM ladened to each truss with 3-1 OO(0.131'X 3')nails. Stmngbacks to be aVadted to walla at their outer ends or restmined by other means. AWIIWNa-VaNx4WTPesrn>eMaE}O dO1CS PV 111W4XUWLLVU®Y/fxaE£FP4XCa NaEei)m./aWM/ra9HOPE UPE pptli.�wLN Iw m odY vMn MneAM cmrectli.Rb fadP�6 LV A weY ulwn p�m�aias 9vni UM k la m FM W xY.N.�q canpxwni.MI InnMMm.telae uw.n,et�gtlex.a�mlMveOh lM gliWa�lY oltleLlli pamWlelSmd..RllYkrv�aM xW deekx�klb Teomd k, Wdro MN.� Baclq YWctlNkblaevml Wcgry olktlrMul Ou6wen�P4�wm�� i�MP'�w�ddIX1V R• YlwtM�aJWeUb NWWYuxlb.awecd V/a HIhMmIaV]FFeY BYDePW Eco NN. 4.M1'MNmlWllca avaM1an Llrs Rale kplT�4e,2leH.lee 5xna1.9�IM�132.N�nHindlhV�AYAI��P�� Tnrye,FL aitO Job True T.TyPe Ory PIY TIM1334 12260TOA F03 Fbm t 1 lob Rt al BUWinp Comporenl5uppty, Jeckwrnlla, 210].20.44201] Page1 ID:?KndmF ?cWYilmW-WOnP5wOOwMKwFOnMJ0RY�j-Ln .14 U� H tip- 1.12� 11� Ydee1:40.5 Is6= WFP= 08= ISa3= 1 R 3 4 5 B ] 8 e 10 11 12 128 Q l 28 27 X 25 24 23 22 21 20 16 18 17 16 15 14 13 1Sr3 II 15s3 II Ort= 16= T3 FP= 1W II 1.64 II 180 4-00 8312 16412 12-Rd 136-12 18412 1&108 2Rd8 20108 189 2811 4312 RSO 1d-0 1d6 A60 3412 2S0 180 Pate Offsets Y 3.015E a 4.31 B E 9:61 Ede 10:0-tE E 120-15 Etl e LOADING(pall SPACING- 2-G0 A. DEFL in gOLI IMefl W PLATES GRIP TCU 40.0 Plate Grip DOL 100 TC 0.44 VeM1(LL) -0.OB 25-28 >999 380 Iffm 244/180 TOOL 10.0 Lumber DOL 1.00 SC OT VeM1(TL) -0.1125-26 >999 240 BGLL 0.0 Rep Stress locr YES WB 0.0.5 Hoa(TL) D.02 13 We We BGDL 5.0 R.. FBC2014RP1200] WdnxS Weight:126 Ib FT=20%F,IME Will BRACING- TOPCHORD 2ho1SPNo.2gmt) TOPGHORD SkucWrel sheetbingdirectlyappliMor&6Om Wdit, BOT CHORD 2114 SP No.201al except end verticals. WEBS 2x4 SP No.3(flad BOTCHORD Rigid ceiling directly applled or 10.60 oc holding, Except: 6 60 oc bracing:2223,2122,2021,1820. REACTIONS. gbhlae) 13=5160-5-0,28=55¢21-5-8,2t=1519A}5-8 Max Gmv 13=561(LG 4),26=508(LC 3),21=1519(LC 1I FORCES. (Ild Max.Comp IMaK Ten.-All fortes 250(Ibl or less except efiew shown. TOP CHORD 1-28=-5 .12-13=-SSW.1-2=55 ,23=-11915.3-4=-1295/0,4-6=910'55. 6]=-1&481,L0=-32/442,8-9=E93g0$9S. =-11900,10-11=-23-21,ffil6,-524/0 BOT CHORD 282]-010034,25-26�II295,2425011295,2327 113 2 5,%.16- 21&616, 21-22=-10]&0,20-21=-10)fl41,18-20=25fl/fiO3,1]-10-010190,16-P=011198, 15-18 101 1-215= 11. WEDS ]-21=-1496d),1-2]-111.7-22-0542.2-2]=-88&0,8-22=884M.81 01516, 4-28=5]45,12-14=016]3.]-20=61020,11-14=83G'0,8-20-84M.8-18=0/4%, 9-18-526q NOTES- 1)Unbalance door live loads have been consmered for this design. 2)Al plates are 3x4 MT20 uNess otherwise iodoste. 3)RecommelM 2x6 sheng0acks,on edge,spaced at 1660 00 end fastened to each Lusa with 3-1 Od(0.131 X 3)nails. Slmngback3 to bs attached to wells at their ouler ends or rest2lned Dy other means. 4)CAUTION,Do 0ot erect Imss backwards. �WAPMN9-ese,4µ1e Paml_wwwGPNOTEa QV has AXUWCLYKe MIfx NVKANCE PAOEI6)IAm.1eaYM6BE£O/IEWE ""an Wltl lwuewYY VAe,MlekOcmneckn.INSCetl�tl 'IwYY4�w�P�wrelers5gwn.aM 6lwmIMW]KI LVY9pmrp�rienl.ml O�oayilwn Palwe,te,IM MlNnd daYcrer money l000n cWlM ofoeyn rrwwreim.wx]rsµryalY k�wMde the Fw Xeavad' 9= WWJn.Brcfq M✓4dedato laevml tuCWM1A of MAW.M I�waOm]/w clrrtlmrvtNn a1y/Mbd YrngXUy W rnrmmltlaYry a Mmp rnTJetlM p2tlllYwY1 W pevenl uAlry.-w vIMI>m Pmxdvth4ay W ggnlydcnrtyn. Iw paMFIPIM1emrenw4V M Yt tOIbrMWe.tlelNarY.araaeonwaawcwpd M1u�md MmMlarc w4X31/MIGbIY QIIwb.pN89Yq OLNNespCwryWYM MWPW Ew1Bk4. yMYY4pmy5n av911e Own I�Pad Mx0e.218 N.Iee STeel.Alle a12 NeanNih VAY[.111. Trip.R'JY10 Job Tests llm T.Type ON PN TIM13M I12280TOA TFpses Floor 2 1 Job Refer (rail BUMilg Component Supply, Jeckwnwlle,Fl32258 8.011)a AM SO 2016 ID.'lKVI.NJ1nFL]cdVBwJWiISICW eal(r Gk4SImMfisSIRTaEJ9L14Jo3]b]0a0RhjLin 61 0 HF13.0� 1 1 174 1 5M=1405 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 1$9= 1SC{= M FP= 's8= 1.5+3 11 1.5X1 11 438= Lea 1 2 3 4 5 6 7 0 9 10 11 12 13 p Ied a2 I$ 31 20 20 2! 26 25 24 23 a 21 20 19 10 17 16 15 14 1S411 15411 3B= '015 FP= 938= 1.5X311 s,Its pbe YI&B P? 2a1e0 44 18 0 F 201-5 12 2EL 1.6a 1i8 6166 0 6 d� 180 6501 PI OINet (%YI-- 13' Etlp 1 34'0. -0 Etl IIT 2-12 Ed 1 113'618 Etloel 118'0.18 E0 1119'618 Etl el LOAgNG (psp SPACING- 2-00 CM. OEFL. in (loc) Vtlefl W PLATS GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.47 Ved(t1) -00]262] x999 380 W2O 244/190 TCDL 10.0 Lumber DOL 1.0D BC 0.T2 VedRL) -0.11262] >989 240 BCLL 0.0 Rep Streaa lnor YES WB 0.43 Fbr2(TL) 0.02 16 Na ma BCOL 5.0 Cade FBC2OtMP12OD'1 MaNx-S Weight 1281D FT=2O%F,11%E LUMBER BRAJt TOP CHORD 2x4 SP No.2(119) TOPCHORD Struc1ure11wo0 sheathing directly applied or80O oc ptuns, BOT CHORD 2x4 SP No.201at) except and ved1ox" WEBS 2x4 SP NOS(flat) BOTCHORD Rigid ceiling drectly applied or 60-0 oc bmcing. REACTIONS. (IWaize) 29381/0.58,22=1343/0-5-8,18=fi82N5-8 Max Grad 293O5(LC 14),22=1353(LC 3),18=]O](LC 4) FORCES. (Ib)-Max.Comp.Narx Ten.-All to.25)(Iblorlessibrim iarmnshewn. TOP CHORD 1-20=S9Br0,1-2=-5]3Po,2;k-124&0,3-0=138.40,4-a=4O83N,]-4-1413302. 692 814138, ,M-27 4/86 10-11=-814/38,11-12=39404 BOTCHORD 2]-203/10]1,21-2-- M,19-21-241385,21&15-13814.171=-1-5]50, 22-23=-31M,21-16=] ,19-21=237.7 1618=,2-204,1]44-52]]28 WEBS ]-22=-1318,412-18=M.121-28 5/ ,7]-23=0/808, -17=4 M, 62—674 0, 624=014]9,4-24=816q,12-1]=0/534,]-21=01889,11-1]=1]210,8-21=8]4N, 8-14015IX1 NOTES 1)Unbalanced door Ilve load,have been ocr aweretl for miss design. 2)All plater are 3"MT2O uNces othelwiee indic,aad. 3)Recommend 2x8 atiolgbacks,on edge,spaced at 10 00 oc and fastened to eadt truss MM 310d(0.131"X 3')nNN. Strongbacks to be Webbed to walls at[Dalt outer ends or battened by other maere. 4)CAUTION,Do not erect tmaa backwards. Q w4MVwf.YNsy,emslep,exi rJ flFAD N0TEaON TIWINONboded M/IEx aEfEaxNCE I..a Mi]4A m.lee Is eflONE VY 1 noddr— e"ne'u".M101eNawn,lar.n6,IZJ6� ImetlmYr,6wn p�cnelen Nwwn.mtlkldmh]Nda dlMgcanMreni.rol �• 1uenddn 6vlweuv.6a MNn�pdMJmx mnivMn 4%6M.rtAmoltlayF�1�»�aienm]wQ'�adrnds.lmbomidnlnx.nnuenal Wug4a02M1 ewiglMF.alcehlo wewnl lwcglry)o1hAkMrA aimwa5 m]la clava memCnsaYKdemoult]KmwNayar3{remm�nl btilfq MIT9)( bawnnmw4.ex.an41naa1owm'an=ck,me rfie,waw.o-.w.urvr.+lwwem.ne.w�. ra eer,aa odeNr-ewaull,a klM�[41[m 4aoA.0MIn^Y ma:Ibn wJb Mq ollnaxxwJ lnm MlemcasMNLT11 GudtYCNMa,U56.a9aM0a01WWINCwnP�n6n1 89W PeM Een6M. SdNy YymMlm w`YYIe flan Inm14R YeM1Me,213 N.lee Slreei.aIle 312 NeimYli Vh22JIE. b,FL ]3510 Job Tram Truss Type DN PIN TIM13M 122 OA FOS Flom 4 1 Jon Reference1 BUIM1Ig ConpmNr Bupply, Jefl'SmMll6,F132256 R?cWBpr20201 --a lydus0 Irc. Tue Nei 21 OEJM1].20.45201TPagef ID:?KVLNdnnFL?cM0wJW11m.CW=eKnIGk48NtYLia01 RTOEJ9012Hoznb]CeORkz)_lm 09E n A N�1 1-11 8 I-I Scele.197.8 TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS AT ITS CANTILEVER END(S). 8= 1.sYi= 6xB= 3e6 FP= 1..n9 n 4'6= sm n 1 2 3 4 5 6 7 0 9 10 11 12 as 1°[ zs 22 21 20 19 1B 17 19 1s 14 13 ym= 4ef 15c II 3x12 M106H8 FP= sn6= ISGI II 4e= zl.s3 21-ea a a3p P Ottsa pCYI It Edge 0. 1 I 12 Ed WI I]61a Etl I I 'O3 0 Etl0e1 140. a Ed 1 120'0.1-8 Ed 1 123'0.2- 2 Etle 1 LOAgNG(pei) SPACING 2-0-0 CM. DEFL in (hoc) tNefl lb PLATES GRIP --I- TOLL 60.0 Plate Odp DOL 1.00 TC 0.85 Ved(LL) -0.45 19 >561 380 Mi20 26G190 TCDL 10.0 U, DOL 1.OD BC 0.85 1 VeOQL) -0]11519 >3W 240 M18SHS 246/190 BCLL 0.0 Rap Stresskmr YES WB OA] HOIZ(TL) -0.02 12 We Wa BCDL SO Ootle FBC2014/TPIZ(10] Marx-S Weight:1121- FT=20%F,11%E LUMBER- BRACING TOP CHORD as SP NO2(fial)'Excs TOP CHORD SVUWM wood smashing dilealyapplle0 or 2-2-0 oc pudids. 412:2x4 SP No.t(flag end ept and verllcals. BOTCHORD 2x4 SP SS(flat)'Exceor BOTCHORD Rigid ceiling dlF6aly applied or 10-0-0 oc bracing. 1316:2x4 SP NoA(flat) WEBS 2x4 SP No.3Q1at) REACTIONS. (Ib/alza) 24=1164A3-5-8.12=190/030 FORCES. (Ib)-Max.CmnplAai Tart-All fomns 250(Ib)or leas except wtlen shorn. TOP CHORD 1.24=-115]/,1-2-1202N,2-3=a060N,35=427M.5£-5091/05]=5091N, 7.8=4974M,8-9=-4315th,9-10=30]x9,1011=-124&0,11-12=1251M BOTCHORD 22-23=0122]2,21-22=013]90,20.21=014]54,1920=015091,18-19=015091,1]-18=0/4]88, 141]-0/3023, -229fi 1415 WEBS 12-14-11824.1-23-/1553,2-23=14 .2-22=W1W9,3-22-IMM.321=W889. 521=8]i N,420=-51/801,8-20=-336m,10-16.1424/0,1015=-0/1082,9-15.106310, 99=0/886,84]=45]/0,8-18-/458,]9B=-551231 NOTES t)Unbalanced floor fee londa leve bean considered for this design. 2)All plates are W20 plains winds offmomrse Indicated. 3)All plates are 3x4 W20 unless olhalvbse Indicated. 4)Recommen l 2x6 strongbac6s,on edge,spaced!at 10-00 oc and hammer to each truss wllh 3-10d(0.131 X 3')nails. S9ongbacks to to atleched to Mile at their outer ends or rnsbalned by other meare. 5)Gap theme en imide of top chord bearing and fast deform!or Wirral Web shelf not exceed 0.500n. 6)CAUTION,Do not erect truss me oiaNs. A'& - rytlwpnpnuixv� NOTEae O M/IEx E l �' eOYM IM9q� �Ye4m M11N9 Ilik Ly l' ]_ a Noxo. fW4Jl c'Y ' .ol.roi o1nRMm1 x` [axl]�1}rw null nINnuafalN�r Mrh1. Iwr rrJl M.IYM xva.Tk lesk NI il'ewadl W11x)rle9y�. ® kN1YY.x:oW 1 W vmi b.:KM, eel lnmwM m]l idmen,M oNY. A,dla...kmWaY aMlrrmaallbskq MiTek' ear,ew�w�mMni4m..�lo-.ae.+>"1=�wlee wlrc�n�ol�w.�.�Irwvl.a am�emm�Inm.ru,yem+a elrmK»�w�.�9,a n,a wP.�wa 6.s aroe. IawLalbR ilwo3e.WYvery.mecNnaW no. ions:xaM llua Mlemv ceel.NW1a11 WtlR/ClI1nY,,oaad9aM BCN pNIrp CaManxll terrp¢FL]%1¢ ' mlely INameXm rnalaMe tom itie Patz ImIIMe.21 B N.Itie 54ee1.Alla 312 Neiaalki V A 22311. Jot Tw Tw Type Ob PP] T1048133] 192BOTOA FOB Floor 1 1 Soloing DOmperea Supply, —sornille,F192258 8.0105Apr 202018 RaloMiTek lyduamec,Ine. Tue Feb 21 O]:2i 2017 Paget ID:WLNdm9 L9cdV8aU*I2mi Smu9WcgD9 E21dyiIQe6KPW4XZgkMaDZ U OJA 130 —'X58 —� Saie=1:11.5 Set= 1 Ai4= 2"ad 11 a Ta- 4 10 ffi read= 1Sx311 3M= 8 ] 6 a�4= am= di = 4a-0 61L 4]-0 BU Plat 085815(X.Y1-- 134 Edg 114'Q1-B Etl 118: -SEdpel LOAgNO(pat) SPACINB- 200 C9. DEFL In Qoc) Van VdTWdi TES OMP TCU 40.0 Plate Odp DOL 1.00 TC 0.49 Ved(LL) -0.03 6-7 5999 380M 244H90 TCDL 10.0 Lumbo DOL 1.00 BC 0.43 Ved(TL) -0.05 8-] 5998 240 BIG 0.0 flap Stores lrcr YES WB .21 Horz(TL) 0.00 5 No Na BCDL SO Code FBC2014RPI200] Meta-S FT=20%F,11%E LDYBER- BRACING TOP CHORD 2xA SP N0.2Qla) TOP CHORD Slruclural wand sheatNng dlmOyapplletl or60O o tlliM, BOTCHORD 2,,4 SP Ni except eM vedicala. WEBS 2x4 SP No.3(Ilal) BOTCHORD Rigid ceiling directly applied or 1 QQO oc bmdng. REACTIONS. g ize) 9=3051Q5-8,5=3111035 FORCES. (b)-Max.Comp.M .Ten. All tomes 250(Ib)orless except when shorn. TOPCHORD 1-9=32&b,4-5=31310,1-2=368N,23=-386b BOTCHORD )E�1366,&]x/368 WEBS 4-6 ]28],1-8=-0/442 NOTES- 1)Unbalanced Poor INe loads have been considered for this design. 2)Recommend 2%sthongback.,on edge,spaced at 10-0-0 oo and fastened to each Wes Wm 3-100(0.131 X 3)nal.. Stmngbacxs to be attached t0 Walls at their outer ends or reslralned by Other means. QWAeaWa-terry pn p'nMwa Y,4aaxaaO dsyrMB.WONCLYOEOxHIfRPEfNYNCEY.Naxi]IAm.IeOYN/a9eFOXFYba. baeT vdMlw�¢x Yw1ln MlekA ccnncMo-Rh d'ibnk4ae0 wxYN^�nx»md+reewtm]k1aa�M�NxxNA�W mry Mnl.ro+ kim M+an Bslwauo.11w MYx1tl OeAlre nY.mlwMh IM V Wcet4W of�laWtt WmRNnad[MNIYIw�aRxUa OedNLN nroallo.Naa WCYprbf3n. kWoy�e[]IWBIWd Yct's"aM d.n aproavan+WCFIYgo11 AA1uY 1.01.1 gaMFNtlnyMMarmpas.iNM9NM�NYtlYe MIpreaYatlpwn�aW�t IM tp PaYaVMieg'x�VaN N04 PNNFaa BMI NYKMbLtlwWo.OdtixY.aaclYnaW b¢Lq ollnwamtllnm Mtann waM1W1N1Yb1YCMM1l.DLd9agaCLYM10CMON�a g4fyyxmndm WrlM�hanlwlMexuM1lule.4leN lea 5lreo+.4llad12 NexmTl VAYl311. Teip.Fl Ole [1-OTOAC Truss ryW FloorpOneN Su lv' Jeclmawllle,FlL&12 B30 td-02 _1:2&3 I as 11 M FP= Me= ISKi II 1,!03 2 3 4 5 9 ] 0 9 10 21Rt ed t9 1) 19 16 14 131.5a 11 1.5/J 'I M6 FP= S1 12 1)-00&- 11td (ILY)pet) SPACING 2-00 C81. DEFL. In goo) goal W PLATES ORW TCLL 40.0 Plae Odp DOL 1.00 TC DW Ved(LL) -0.0914-15 >999 380 MRO 244n 00 TCDL 10.0 Lumber DOL 1.00 BC D.70 VenCTL) -0.13 1415 >MN 240 BOLL 0.0 Rep Stmee Ina YES WB D.34 Horz(Il) 0.02 11 We We BCDL 5.0 CoOe FBC2014RPI2007 Marx-S Weight:W to FT=20%F,11%E LUMBER, BMCII9G TOP CHORD 2x4 SP No.2(fad TOPCHORD Strudurel wmod sheetbinn,drectly applied or 66000 porins, BOT CHORD 2x4 SP Na2gra) exagetentivedlcals. WEBS 2x4 SP No.3(Ilet) SOTCHORD Rigid calling directly applied!or 1000 de bmdng. Except: 50-0 oc bredng:18-19,1]-18. REACTIONS. (Waze) 22=227058,11=5591058,18_1031105-0 Max Grav 22=2W(LC 10),11=580(LC]),18=101(LC 1) FORCES. (Ib)-Mex.Comp.Mfax.Ton,-All lomes2W Ob)crises exceptaben shown. TOPCHORD 1-22=-26M.I1 11=5T .12=-2]]10,2-3-2PM,S6_400!]9,6-]=-1243/0, 7-8=924310,9-9_-116&0,9-10=-54SN BOTCHORD 20-21 /2]],19-20-0@ .1&19=4MO.1]-18=-0OM,16-17=01911,15-16=41243, 1b15b/1243,12-14=41022 WEBS 518=-90981.1-2t=0/332,S19-0fJ8B,3-18=382b,10.12�O01,i1)�/113, 992=1d3Po,6-t]=]t)/0,&18�/SBe,]98=-25fl/0 NOTES 1)UnOaercetl floorIIrm Oads have been coni arml for this design. 2)Ad plates ere 3x4 MT20 unless otherness Indicated. 3)Recommend 20 stmngbacks,on edge,spaced at 10.0.0 oc and mashed to secs tMS with 3-1od(0.131X 3')naa. Strorgbacks to be attached to wells at their outer ends or rostra mo by other means. 4)CAUTION,Do not erect turas backwards. QWYIAV.YwtlJOXYpyvmnfavmp PFAD NOrES CX rM94XO xiCLVOE0,1YlE OS Wxpn Vf{3{J'1®axy WIh MM4®conrr:ctors.11`h W4�4[xewlwJYul Wr t L N. A t axrnAAWn.aBIMU6&Te Wtlrxld�r✓i mW VWM Me 4411callN oltlaNP x l Ae,n�aL aOdgnxOneeEropaerno-cuo 11trAtxl ma,.woa.0 , �,1 n ,.at n. .,m li MiTek xewPrw�ee.cmnrmdlo McYWe�wime�Mxewul y.rmen nv�m t w �4 na em., Eoa Pa Lr 9n: ave. tYxxulblpwq)e.dMary.woouwrmeer«Avormas.mamamlair:Aa4x9mn wmin em.lo.Duav ase eau wlux,eeomeo�r rL aero aWw7xxamaao m.Wmtowmrr�s ROtexaEna,zla X.toauwn.si4walz,rLo.aau vazz3u. ISI '^^P° Job These Thus Type aty Ply -- T10181339 12280TOA FOB Floor 1 1 Job R I ) Building Ganponmt Supply, Jackaomilm,H 32256 a............. 2107:28:4]2017 Pagel ID.?"LoJd MFU?cMw,NVi14mCW wtSXlxmL_JaanlpElSUxtlPIN(glo0x3WW7MC4 Uk o-1. 010 H I 1 0 1-6a t81z 120.7 1SYi 1.56 11 M FP= 3@ 1.w II I.W= 1 2 3 4 5 6 7 0 B 10 i L 24 21 2J 19 1] 16 15 14 13 12 156 II 1S6 II s6 FP= S94 S1 1R 17-0 sBf o 8 11-1J Pla OXaets(X Y)- 13'61-B Etlgel fe'0- Etleel l tr0.1-B Etl 1 11@01-8 EG 1 f2T0-18 Etl e1 LOADING(pal) SPACNG- 2-0.0 CSI. DEFL. In (I.) Mai W PLATES OINP TCU- 40.0 Plate Odp DOL 1.00 TO 0.5] Ved(LL) 8.09 1415 a999 960 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.]9 Ved(iL) -0.13 1415 >B99 240 BCU- 0.0 Rep Stress lncr YES WB 0.94 Horz(TL) 0.02 11 We ba BCDL 5.0 Cote FBG201MP12007 Mat Nt-5 Weight 9016 FT=20%F,11%E LUMBER BMCNG- TOP CHORD 2x4SPNo.2maz) TOPCHORD StUctural mod sheehlg dinaxly applied or 60.0 oc poditis, BOTCHORD 2x4SPNo.2(gat) except and ve111cals. WEBS 20 SP No3(Ilal) BOTCHORD Rigid ceiling dlmcllyapplledor 1000 on brecing, Except: 6041 on brechlg:18-19,1]-18. REACTIONS. gaeme) 22=23675$11=55&058,18=1037M-6-8 Max Gov 22=266(LG 10),11=579(LC 7),18=1037(LC t) FORCES (Ib)-Max Comp.Mtax.Ten.-All fomes 250(Ib)or less except men shown. TOP CHORD 1-22-2747,1011=5]37,1-2=-2]37,2-3-2737,5.8=-4OM2,6-7-124&0, 70-21 4 7,8-9=-11657,9-10=-54510 BOT CHORD 20-16�123,12-1472]3,18-19-409/0,1]-18-4037,16-1]-0711,15-18=a1243, 14-1511243,12-14=a1021 WEBS 5,18=-9847, 1012=W01,St]=Mia, &12=£83/0,617=-]1910,016 /591,7-18-28a7 NOTES 1)UnWelar floorliveloadshavebeenw lde dforthlsdesign. 2)At plates are 3x4 MT20 unless olicareme Indicated. 3)Recommend 2x8 ebongnexas,on edge,spaced at 1000 ac and mashed to each truce Mil 3-100(0.131"X 3-)bells. SBonghacks to be adacred to wells at their order erltle or restrained by other mean. 4)CAUTION,Do not area truss Dackands, QW.VNNa-amr�pe+ne4e are NERDNO7Ea Gwlw6470 NCL.mosNPEFEMNLExam.14414.m.leoma"F9EO b. hxepl.xx ws onYw•11n M1Xlakwcwee' .IrAda9pe klvs].1 upon MlmAlers Sawn.aMhM mMIMTM hMrvd compumt rot WIMrydNm.eelaeree.IM d MMprvn ms rY tlregTlxdflN oltle]ln ruanat-.1PW>eeY taapa .lMdetl{Inhla lhI-xin r141 Weble lxm4g MtuleSklo ryeva,lblcb.eleuMdua lnmweDaW/w cNnOmanlx�s WV.Mkllkxnl binWW.gru�Tm¢�1MxtV MRek- kRwgilepileial oex allya'dla Pava�ICW .V4m fx. o oro. wM+em S�camra pallia pYW✓.'e lept4Slp Ma 1y ICelgnalpp3B,tlWay.eeeclbn m0 aw4pallNaemd h�i.J1Z A1NW1R1 OA.ciaxl4Dfe e9aq keEl WMle Cmryalanl 6Bo4 v,' Eew 6x4. lytlEkM4paM anfgJe M1wn Ilam W1e YeXnAe.It...1ee Sheat S/p31201ew�dN.Vh'YY114. Terrye.Gt 3e610 Joe TI I; T.Type Cly Ply noaei3w i122BOTOA FTO1 80011 B 1 JOE Mierenw(o Eorlell BJNIrq Cgmporenl5uppty, Jadawrville,R3P256 B.OtOSPpr 2p2016MIOWx HMCS,Irc. Tw APMB].P8,18201] Pagei IO:?KVWdrreFL?cOV6w.NV11vnCVV-O90vxHVIc5PPp0OeA?RPsxcBE2F?UV1gAtg23ij_Lf 3812 dB ' 3312 3-P12 3ule=1:13A TRUSS DESIGNED TO SUPPORT NO CONCENTRATED LOADS ees fm AT ITS CANTILEVER ENDI 6xlp NfGH8- ] 1 2z4 II 6 Axle it D30 828 Plate Off.t.(X V)- 13:64-15 Etl 11442-00-081 LOAMNG(psi) SPACING 240 CM. FDE�- I (la) IMaI Lb PLATE6 GRIP TCLL 60.0 Plate Gtlp DOL 1.00 TG 0.]5L) 016244/190 TCDL 20.0 Lumber DOL 1.00 BG 0.96LI 02] B >31] 240 NfT20HS 16]H43BCLL 0.0 Rep Stress Incr YES WB 0.0] LI 0.01 4 Ne Na BCDL 5.0 COde FBGXH1 P12007 Matrix-MS Weight 25 in FT=20% LUMBEW BRACING- TOPCHORD 2"Be No.2 TOPCHORD Structural tavod sheathing directly applied or 4-9-8 op pudlm, BOT CHORD 20 SP No.1 except erM W"Idels. WEBS 2"Be ,0.2-ExcepP BOTCHORD Rigid ceiling tllreclly applied or 22-0 oc bmI 2-5:2x4 Be No.3 REACTIONS. (Ibklze) 6=595`03-8,4=5990-58 FORCE& (b)-Max.Comp.M x.Ten.-NI fomes 250(Ib)Orleans except sohan Shawl. TOPCHORD 16=-0100,1-2=8150.2-3=808/0,34=8830 BOT CHORD 58=OM07,45-0 07 WEBS 2-5=317ob NOTES 1)All plates are W20 plates unless otheMse Indicated. 2)Recommend 2x6 slmngbacks,on edge,spacetl at 1"0 oc and iaslened to each buss wih 3-11X1(0.131X T)oats. SEongb as to beattached to yarlle at their outer ends or reslralned by other means. Q WAaNNe wal aIn aMw samead N01Ee QylMRIMe MCLYY®tlIM'PEfd19NCE/1aE9LL1IAn✓.fYR1er(IffOPE I/SE �tlgr WlOMwz wiyMT MIeMWGm bs.Rhde9{Tkbse.]aYY lrl`crrP a•glmativxr.aNklam MkMx]d4gcanpermt ml Iles ay✓Mm.�Ide Iffi.11'e[xMq dsLLger mol valry Ine,rytiCdllN al paanehm aq PttgIY tiro W rale IIM Mo Rn ove,tll bd .ddmo. gYticaMdkle PeY'e*IIWc11N nr FaMdldlnmweDaq/acMtlmmt9RWY.AWMd NmWW m]Imrnaar,IMactV MRek' k W.'aF rePOrdIn.,WJgnoodbrM .ew15We[h FenW4fYxYwJ VapMY Mntpe. faper'ad Pxa�a' rawa9lre kbrulbs LuaA,�LMY.aeclMaW dIX:lgdblw¢a'd Mmsy[IemcttreAl151/IVII OuaIIM n11er1a.ULd9 tlG eCL 4ifg Calrpdrxi ,FL.1BMO. eyYytlumlen wyyW hurl NsflaEMUOa 21BN.Iee Sheet SJM312 NemMki VAII319. Telrq,fL 31610 IJob T. T.Type Ory Ply T1098139f 122atITOA TOf Half Hip Girder 2 1 _ .b Pat..-.manual Building Component Styply, Jacksonville,FI32256 B.DIDe Apr202016VV IMubWakm. Tw Feb2101:2EWA21] Peat 10:1KVLNtlmeFLTWVOwJVUIzmCWsLelBtlnbWM)IOZMO1WPy4llv0ebEkyrA2gcDeVA_Li 40 4-0-0 zoo 00 3PetiN a 2a 11 sm.-ttloe 8.00 12 3m 1 a Spaced 4 AO II w II 2-0O <40 240 PI OB ncn-- I 'P2d 04112'0-0O O2-OI TGA no SPACING- 2-25 CBI. DEFL In (loc) lateralAN 40 PUTfifli GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 023 VeMTL) -0.00 4-1 AN 240 Mr20 244/190 TGDL 10.0 Wmber .I 1NO BC 0.15 Hmr(TL -0.00 4-0 AN 180 -LL Oo - Rep Stress Incr NO WB MAD Harz(TL) O.OM 1 Na we BGDL 10.0 Cotle FBC2014?P1200] Maine MS Weight:1511, FT=20X LUMBER BRACING, TOP CHORD NASPNo.2 TOPCHORD Structural 2wd sheathing directly applied or 4-O0 so pectin, BOT CHORD 2x4 SP No.2 except and verllcab. WEBS 2x4 SP NoS BOTCHORD Rigid ceiling directly applied or 100-0 oc bretlng. WEDGE Left:2x4 SP NOS REACTIONS. (Ibklze) 4=161R.MCTan1w1,1=16410-5E Max Harz 1�(LC 8) Max Uplift 4_35(LC 5),1=-16(LC 8) FORCES, (b)-Mex.Comp.Miax.Ten. All forces 250(Ib)or less except Mien shovm. NOTES 1)Unbalanced mof Ilya loads have been consitlered for this design. 2)Wind:ASCE 1-10;VWt=l SOHO ISsecondgust)Vasd=101mph:TCDL- Opst BCDLS.Mpef;h=25M1;07150;L=2411;aeve>R;Cal. Il;Exp B;Encl..GCpi=0.18;MW FRS(directional);Lumber 001-1.60 plate ghp D01=180 3)ProNtle adequate Mane,to prevent water POMIN. 4)TMs Was has been Jeagned for a 10.0 psi bottion chord ING bad poncorwunent Mlh any other live loads. 5)-Tills truss has been deagned fora live mad of 2O0W On the whom chord In all areas(Mere a rectangle 36-0 tal by 60 We MII fit between the bottom chord and any Omer membere. 6)RBler to girder(s)for truss to truss connections. 1)Pmvitle mechanical connection(by others)of puss to hearing plate capable of MlhstaMltq 3511,uplift at John 4 and 1610 uplift at pli t t. 8)Hanger(s)or other connection dadmi shall 1,e proAr ed sa0clenl to suppor concearated IOM(s)74 lb doom and 1211,up at 2-0-0 on lop shhord,and 2111,down and 11 Ib up at 2-2-2 on bottom chord. The design/selection of such connection devke(s)Is the respotnlallty,a Smile. 9)In Ne LOAD CASE(S)sedlon,loads appNed to the face of the Wal are noted as front(F)or back(B), LOAD CASE(S) Standard 1)Dead+Roof Live(baanced):Winter Increase=125,Plate hwrease=1.25 Uniform Loa&(pit) Ver:1-2=80.23=4q 4-5=-20 Concentrated Loeds(b) Ver:8723(B) Q WIMMIa-VNRy leLmpvrwMr•uM aEIa NOTES PY oda ANa MtLVOEOamaKilF6illace O 6111.fees 6YWPEVSE wddP,EltlMwecw WNINItl[Acon .aYvda "il—l-,Nx, pamietensh—ud6fornin VIxMWyIrn unl ml Oivrytlan aelwe Ne.Ra 4lkYytle6yr•�mutivmXy Me ggatllbo10ax4T LVamebrsatlpCFaIYHCUWale MtleAan Tlo X¢ova�i dtlpQVYW�.9¢kgkIXWUktO pevatl LuctlLgolYM4A Y Tmx'N WJ/pCMtlma��saYy.Mtlbvl IanlsXVy Sd Ldngenitlafp alAKw9u9Aedb MlYaMbpevaticd[PBYMh WNMe CCmNxx Y4EYmwgoPadYduafW rN9eeN9�LtleNe�e9aaMM ,daxay rtlrWo.WN ImxnCMaNI 19ola�mevad LuryTlMn%NBMWiW1O1dIlYCdMb.DLJ9atlaLY4MP�oaVUWa YM FE.FiYBM SYWy YavnWM�aWYtle Yam Fn Nd3kualule.Rla Him SaeeL alle]12�LatlhVR2 la, Turye FL iM10 'Job I. Thea Type ON Ph 710431942 12280TOA T02 Halt Hip 2 1 Job Rel lopewell &iltllnpCmpmpll Supply. JedmomilN,,132258 3.010c I4a20l MTek MnbWs.lnc. TU Py4U0].28.4p 201) Papel ID:?INLrUtlnwfL?WVBwJWIImILWeLNBdnbWwDl0atlONNPy4UgWSc#yrA2gcDeVy U 31-0 4'60 31-0 a11-0 Stas,=1:135 2 3 ffi 800 12 1 s 5we= 1-10-) 4-00 w a1-e Plate OX OCVH ItEtlp 0.2-11120300.2-01 LOADING (Paf) "PACING 2-00 tSl. DEFL. In gm) lMell Lb PLATES OMP TOLL 20.0 Prete Grp DOL 1.25 TC 0.53 Ved(LL) 0.0] 4-7 >)01 240 ETT20 24G190 TCDL 10.0 Lanber DOL 1.25 BC I. Ved(TL) -0.11 4-7 0428 IN BCLL 0.0 ' Rep Slrass Ina YES WB D.00 Hoa(TL) 0.25 3 we We BAIL 10.0 Code FBC2014.7PI2007 Matini Weight:14 In FT=20% LUMBER, BRACING TOPCHORD 21d4SPNo.2 TOP CHORD Sbuclural wood sheardlrg dectly applied or 4-0.0 oc puffins. BOT CHORD thief SP No.2 BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. WEDGE Left:2W SP No.3 REACTIONS. (11,dize) 3=2&T1echanIW,4=13&Medhanlcal,1=15fl/(i Max Hi 1=45(LC 12) Max Uplift 3=-12(LC 8),L--22(LC 12),1=-5(LC 12) FORCES. (Ib)-Max.Comp,/Max Tan. All fomes 250(Ib)or less except when shown. NOTES 1)UNlameed roof live loads have been considered forthis design. 2)WIM:ASCE)-10;VUIt=130mph(3aecond gust)Vasd=101mph;TCDt-5.opsf;BCDL=5.0ps,t 25X;B= t;b24X;eave=oft;Cat. II;EM D;Encl.,GCpi=0.18;MFRS(direcpoord)and CC EMmor(2)xone;0-G for members and forces&MW FRS for reactions shown;Winter D01--1.60 plate grip 001=180 3)Provide adopted,module to prevent water poridirg. 4)The truss has been deegrred for a 10.0 per Whom chord live load mmoncurrent and any order live loads. 5)-ThIs Voss has been designed for a Ilvs Toed of 20.0psf on the bottom chord in all areas ethers,a rectangle 36-0 tall by 2-M Woe aill fit betgeen the bottom chord and any other members. 6)Refer to girders)for fritts to Inner connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 12 In uplift at joint 3.22 lb uplift at Joint 4 and 5101VIX at joint t. QW4gHWO.✓vIIYaNprpum,.=RFle NeTEB qI iMR N10 XItLWEa MITE armaIX[E-da-]4]3n✓fa91T]I59EFOXUSE Cef�✓Wd;aure MY calla M1YlekOcaa�ctas.11'hdafka�alvaf oMY W✓rrL ietam Yuwm.Walam MlNaM dedYpcon�WrierM1 ml Wamwarem.eanaeue.Ywlr4Mpnearer axswaW 1rea44�mihotwaaata.aW awarlrenal rlodn4n Ba:Np Mcala]ab Prelereo-mvnnannnaewaanwrer�raw.nrN.kawbrwwrmop+mmen;vrcav adq¢re?Ndkf deMYedtoPe'/ate xf�Wgk4eO aaPaYvtlppxdYO:•nt41e.faP�9 �L'a RO+a9Ta AYMRAIM ab�e, dy.aecaaiaM er 'Mof1n®vasom1.MeBl;LLwMW VAMOXaM.Me.a9aq BCR aaMyComawa NMPaM1a FV Mtl. fdMYlMwmebn m4We aan Gmhole lvllaae.2la H.I6e5W911e]12 Ns®YxY.VARR31 n. Tmp,FL NI e Job aide T.Type Oly Pty 1104111343 1228DTOA TUI Hlp Giker 1 I Jab Reference Q,Idl Bulldn9 GompaneN Supply, JacdsomilN,FI92256 B.OIOSApr202016MITeklndudreMGrXIIWVZ W10:5 85 Pagel IDpNVWtlmLF4-c VS- 1I:V8 m,CW-pki2ZJp12%UOGGRXItt1VZCmS69Cp2TW86KfOxj_Lg 400 6118 03B &]-0 10-11 40 1236 13]d 14-0FB 1]1 A 21-01-0 bD0 2418 110 1-60 1-bn F50 F60 ti0 241-0 MO aye= Scall 11 B 18 M N Ice NAILED NIAIUD am . s n Nn1LED mo c AILED me m0 0 nfOiiz2 NNLED AILED x 0 u NAMED xAILED on In 32 91 1 4 1 � a e 33 3i ,n 95 39 3! sa 22 39 3B LO 21 41 42 48 !1 WULEDNAILED NA,L0 NAILED IUItEO .10_9rt= NAILED NAILED NAILED NAILED 4. 11 NAILED NNUED 4.D0 10.116 n41-0 zl-11L 600 611-0 6-118 LDO Plate Oxeete V 1.0-2-80.0.15 263 62-0 3.0-012E 18.0-0i Etl a ta:0360.2A 20:0.2-8061 IAApNG(cat) SPACING 24 C81. DEFL. In Q.) Vdell LM PLATES GRIP TCU- 20.0 Plate Gdo DOL 1.25 TC 0.41 Ved(LL) -0.0921-23 >999 240 MT20 244/190 TOOL 10.0 Lumber DOL 125 BC 0.96 Ved(R) -0.2921-23 >921 100 SCLL 0.0 ' Rep Stress Incr NO WB 0.21 Pori 0.09 20 No Ne BCDL 10.0 Code FBC2014,ITP12007 MaMx-MS Wright:146111 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2'Excepr TOP CHORD StmoNral record sheathing dlmdlyappIIW or 3615 W purllre. 2-19:2x6 SP No.2 BOT CHORD RIgM calling melody applied or 100-0 a bredng. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at JI(a):10,6,14 WEBS 214 SP No.3 WEDGE Left:2x4 SP N0.3,Right:2x4 SP No.3 REACTIONS. (Iftorm e) 1=1408W58,2R140Y0.56 Max Hor, 1=84(136) Max Uplift 1=-230(LC 8),20-230(10 8) FORCES. (b)-Max Comp.Mtax Ten.-All forces 2W(lb)or less except wren shown. TOP CHORD 1-2--234313]2,2-3=-2469/448,34-16691986,46-16691305,60=1669/368, 8-10 1666r3B8,10.12-1669,386,12-14-1869YJ68,14-166-16691386,16.18-16891386. 1819=-2469/446,19-2(h-233]/372,05=Sabi 7--853012.7-9-8591132, 411=-845/160,11-13-845160,1316-6581131,1817=-8531112,1)-18-8948] BOT CHORD 1-24=-2952037.23-24=2932053,21-23-292@048,2021=-2952032 WEBS 2-24=N319,2-23-89,395,1023=012]0,19-23-90/454,1921=0131],10-11=]21554 NOTES- 1)Unbalanced roof live loads have been considered fix this deal 2)WIN;ASCE 7-10;Vult=130mph(3-second gust)Val 01 mph;TGOLd0pef,SCol=S.OpsC h=258;8=455;L4411;aave"it;Cat 11;Exp B;Elia,GCpi=0.18;MFRS(dhectionsl);Lumber DOL=1.60 plate grip DOL=160 3)Provide adequate Manage to prevent water poMhg. 4)All platers are 2x4 MT20 unless ofherarse Indicated, 5)This bass has been designed for a 10.0 pet bottom choN live bed nonconwrcent with any other live mics. 6)'This,seas has been designed for a Imo load of 200pat on Ne bottom chord In all areas unere a redar0le 3661511 by 2 0,0 Woe wi11 fit between the bottom chard and my other Membam. 7)Pmlde mechanical comedian(by others)M those to Dealing plate capable of wtthetanddlg 23016 uplift W long 1 and 23015 coin at join120. 8)Graphical purlin representation tlbes IM depict the else cribs onentation of the pudin song the top mayor bottom chord. 9)"NAILED'Indicates 3-10d(0.148'x3')or 3-1M(0.148Y3.25-)toe-mils.For more delalls o ert0 MiTek's ST TOENAIL Detail. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAOCASE(S) Standard 1)Dead+Real Live(balanced):Wmber Increase-1.25,Plate IOcrease=1.25 Uniform LOeQs(pa) Vert 12=60,23-60,18-18=80,19-20=-80,25-28-20,311 60,1148=60 Q WYINNf-VWXy 4•NBnpamM�[m4 afIO NOIE5 CN1N3YIO NCLWEaY1FA'eEFFMNCE a4eE4611Am.la0.VAI6 BEFOaEYeE WYP,v611«us WYw41m rAlekRcmnclm.FMtleibn kUEM WY ur*"w Wm,ela[iwwn.aW tl«m LxMUWM dilMgcmmncmnl.ml LJmhoddeeeeo imcL«peY.di,.xaaa9o p..mWlulxvLeNd.1 tW*Icd,LlNolucholcm«Whfrs«tllx,balYx,c«P«adx6Me{1n Flonnov«dl HmFaaY W1R e«welh2lq ek' x dxga,e cmid' sktAlN«tllo«e�«ilcalgrn w111,1x+%ble Ven«✓1 NEY d•I'wM IYrVaen•pe.r«p«�ad pAhrela�dlp dvn aewi Eel Mtl. kme,re rybl«o9a�IdlueW.« .aN b«]ryo1MmestN D.I.Hemi"`eed N/RII OudIM CMxFI.Uled9aM BGN MYTq CollylNnl fdYY Iltl«mdl«I artldH h«n Iw Mie bIWM.2IBN.Lce l.S16J12.rWnntM3 VAYta19. ierryB FL 3E10 doe Trvsb Tnea Type - Ory Ply 10901343 12280TOA 703 FXp OiNx 1 1 _ ad Rel 1 nel Buddilp CwnWWt 5dSNY, decalo"ak,F1 nb 0.010aAp 202010 MiTek IMUW11es,Im, TYB Feb 2107:28:51201) Pepe2 ID?KVLMdmeFLhdVSa WIIm W pWVp2XL0OGMIri1VZCm549Cp2T 85M4-1-9 LORD CME(S) Slandard Conceolleletl Loads(Ib) Vet 23=35(3)3=03(8)11=43(B)18—43(B)5=43(8)17=43(B)33=147(B)34-112(8)35 3518)30=-35(B)37=-35(B)30=35(B)38=-35(B)40=-35(B) 41=-112(B)42=-147(0)43=43(8)44=d3(B) FNWUVMly 4vc'pnpvanirt�man4PUpNU7Be CX TXt44XO.W[LUOED MIIERNEFEP<N[E Pd6EWR9iinv.l4eY 59ENef USE � [HslUn Wtl Iw us MY WT MIIKW wn�wcbis.11Ysi4xyry�bl�xalaNYN*�e W aneleo Yurvm.mtl Mw m MIU]tl W WAgcompwml ml Inmryskm 6elwa um Ilw Luelq�Yrywl m�MwillY IM aM4k�l41N oltla4{p RvmHasmtl P4�AY ha+erxole Rktle4T hlo Macve�tll l} Wdlpdely� B«M�`1ca1c1k10 PewnldF.NYU OI YiQvL.M M1�mwabagM cfp(1manRnaRY. MtlM1NN ImnCttW rnlFennaenldMp M110k' bdvvYa�e4aeUb�IdAllY UMbdnlcMgiewlTFOYie Mtdd kertYadpcl�alYGali4b.hx U¢«�tl PMkrce��dutlM �M Bmk�EM BNtl. MMcaM�YwWe.tlM4vY.tvalknaMda[:NdM1iueimOM1�mM�au�MXWMI Guyb C�INM+.0Yd9 aM KLYq�OCe1 Ten4e.R e]61U SO W Iy YemnoOm wSYJe M1an lw Nde 1¢MOe.R I a N.Iee STeBI.S16 312 NemrcNbVP Y1311. r TrussTypT04CommonJob RererceliomlColy, Jack-1-11-F132256 6.OtOCApr 202016 MIIexlmuslnea,no. Trw FBb210];20:52201] Pepe1 ID:]IWUUdmeFL]aVBwJVAI7CVV-Hw QmlgTpmftMC5i38ai6NCrTM WmBgy_Li 6H 1011-8 1s61z 21.11-0 ssa a].4 a]< sa4 red= Sub=1:666 6,00 12 16 w II 2x4 II 2 4 9 16 1 6 Ir d S 1e ] W 6 am II Orb= 3x6= = ses II H.4 168-12 21-114 _ 614 &2A 6L4 PI I OftsMs DCVI-- I '0-38 E0p 1.1303-002 1 1503-8 Etl9e1 LOADING(Pat) bPACING 211 CSI. DEFL n (loo) Weft UC PLATES GRIP T.- 20.0 Rale Gdp DOL 1.25 TC 0.37 VedILL) -0.21 68 x999 240 Al 24G190 TGDL 100 Lumber DOL 1.25 BC 0.74 Ved(R) -0.52 &8 SOB 180 ,,LL 0.0 ' Rep Stress sur YES WE 0.24 HO¢QL) 0.04 5 Na Ne BCDL 10.0 Cae FBC201MTP@oW Meirlx-MS Welght 1021E 71'=2091, Ltli BRACING- TOP CHORD WSPNo.2 TOPCHORD Structural oda sbea0tlng directly appled or 4-84 oc purllns. BOTCHORD 2x45P No.2 BOTGHORD Rigid ceiling directly applied or 1 O0-0.c bredlg. WEBS 2W SP N0.3 WEDGE Left:2x4 SP No 3.Right 2x4 SP No.3 REACTIONS. gNsize) i=BTJN-5-B,5�]]N58 We Harz 1=-91(LC 10) Max Uplift 1-e](LC 12),5=WILD 12) FORCES. (Ib)-Max.Comp./leun Ten.-All forces 250(ID)or less except often shown. TOP CHORO 1-2=-1431251,2-3=1419YJ48.O4=4419/348,4.5=-1431251 BOTCHORD 18-141)11213160=6111824.58=-14BJ1208 WEBS 38-128/658,48-331/1PA,3{ -1281658,28=331/180 NOTES 1)UnbNanced moi live toads have been cone aura for the design. 2)Wind ASCE]-1a Volt 30mph(3-second gust)Vas,1001mph;TGDL=50 dl SCDI--5.0psh h=25ft;B=eIVt 1-2411;eave=4il:Cat. P,Exp B;E.L.GGpl=0.10;MFRS Idiredli and C-C Enleri l2)00-0 to 3-0-0,Incl lf)3-08 to 10-118,Extetlor(2)10118 t.131182are;C C for members and forces 8 MW FRS for reactions shown;Lumber DDI,-1.60 plate gift,DOL-1.60 3)This truss has been design for a 10.0 psi Will chord live load nonooncudad win any other live loads. 4)-This hours has been designed for a live load of 20.opsl dr,tl1e bottom lord In all areas¢here a rectangle 38-0tedl by 2-0-0wide will fit revised the boom chord and arty other members,wish BCDL-10Lpsf. 5)Provide mechanical connection(by others)of loss to Wenn,plate capable o1 wiRstanding 97 Ib uplift at joint 1 and 97 Ib uplift at Joni 5. QwIaMWe.Vcavar" rpne"cab ccM.Iae g111.SANe NCLWE.MIE.t aERPIN[E FI4EN1]4Am.laeYf.la9EWa6Y5f RWjI V W rpue cNYw•aN MIek62nwdon.IMMrgpn 6rxitraonlY�4wr PNwneienfnown.mtlKld m MMNdu 1 Luldrq dm[Wd+dt rot .w�.eerorer.B.rtwpatwnprei .rend r�whecx4lnol�rre;r,wmwr000re w«>anv wpw.dw nwr> m mm me orpdi arsaae6e�.ercnexnY:ai«Iarowewem w «ImrmYar��6�/w awed memmronr.omoawrw��mldanm M1T6k� sa4upnxBw00 nor 1xanYmerowavwn.a p� �w>+z+ecerwrr�l Yperwawp>snradrmr-Id mrwd mem. xa nw .w von.5ae awed. ses, Miaipd9e.EeWwy.lrBCMUA baa of thewsmlm®ayxrenh.A,aWlWn puWrreMarb,oSB-09aM 6C61WWnp L.np.riwY TBS.FLJ 1Y 4dBWau.ddam awmle 6.m rhes Hob rBn .zia N.l.e sm»a sn03iz e1e.p.xlavnnme. r'02 Tmss T.Type aty Ply T10481345 TOA Tay Mono iich 1 1Job Relersme AorelGuyana,Component Supply, taclubmille.FI32258 achos Apr20W1610irakindustries,Inc. TUr FM21dr2scbJ2pI7 Psge1 ID:?WLWdmyH_?cNewJVYUmCW 16po_?r6a V.000aL6w FSCgmxm RjGzLLe 75 7&8 ' 4II Stele=1:16.5 3 3 CO 12 12 11 2 2 1 Li 4 sea II 8N II Tae 7-20 Plate Ousels Gl.Yl— 11'0.36&3151 LOADING TOPl=aDOL 206 CSI. DEFL In (lac) Ulan Lid PLATES GRIP TCLL 1.25 TC072Ved(lL) 0.24 4-8 >387 240 wm 244090 ber DOL 1.25BC 0.53 Ved(TL) -0304-8 >281 160 Stress Incr YES WB 0.00 Hmz(TL) OAS 1 Ne Na e FBO2014/TPI2007 Math-MS Weight:28 lb FT=201% LUNBEW BRACIND- TOP CHORD Bell SP Na.2 TOPCHORD Structural wood sheathing directly appned orb-0O oc purlins, BOT CHORD 9W SP No.2 except sold entices. WEBS 20 SP NoE BOTCHORD R'rgid ceiling drectly applied or 100.0 oc bmdng. SLIDER _en 20 SP No.31-6-0 REACTIONS. (IMMe) 4=27&05-8.1=308/338 Max Ho. 1=58(L0 8) Mex Uplllt 4=-12O(LC 8),t=112(LC 8) FORCES. (ID) Merz.CDmp.Mfax.Ten.-AIL tomes 250(ID)or less except vwmr1 shown. NOTED 1)Wind:ASCE 7-10;Vdt=l3amph(a aaaondgust)Vasd=l Otmph;TGDL=5.0361;BCDLd.0psC h=25h.B�sf;L=24It;eave=4lb Cat. 11;Exp B;Erml.,GCpi-0.18:MW FRS bbsommi and C Exlermi 0-0-0 to 30 0,mrsdor(1)300 to 7-3-12 mne;camlever ten exposed;porch left and fight eVosed;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.80 plate gnp 00b1.SO 2)This truss has been assigned for a 10 0 par bottom chow live bad nonconarient Wth any other INe Loads. 3)•This ours has been designed for a IAm load of 20mp h on Ne bottom chord in dl areae Mom a rectangle 380 hit by 2-0-0 wide WII fit beemen the bottom chord arld any other members. 4)Provide mechanical connection(by others)01 Was to beel8p plate capade of withstanding 120 lb uplift at ictal 4 and 1121b uplift at Loin 1. QWIRNWp YhaveeoepvenMc aGONO1ES ON PA6EW E Deewdlaf oNvwm Ml _t mer yw M1.nwmwro . . 1 pAtlNy rsq fl ha WYwI lkl l 1M }Y mwl V h t - r Y>u'L. ndw�p kTJay epi Wf 1RMXVwJ .. 4'.war f+wia.f� � aMn V i Iyrwd lulIX q{Ow IR xn wy.e tl tl kp�p Mrnm al/In1 OwYH Cnr kDald9 and lCn e+YJFe Companmt me4PWEM ayely krlgmyM avrlade M1wn Lw pa i tulUAe R18 N Lee50cer SJte 312 Nn wWMi VP 2111 mete.It.36110a Job Truss Tries Type Cy Pry TIM01348 12260TOA TOo Half Hip G Won 1 1 JOE RNerervre LEI Building Gomporen[Supply, JackseMlle,FI32253 9.OtOSApr 202016 M1Twk lMushes.IlM. Ica tab 2t DT29..U2 _ Paget ID:?KVWWreFL'hMBwJVVi1m,CW-I6po_treeeAkVeGOIjeLBVMrFwlgmm¢SeRjGi 2 00 &OU 2LL0 ~ 600 SAN.caa a6= -op 12 spwel NAILED . II 2 a a 1 taxes, t0 d NAILED ass II 9M= 2-00 a-00 2-0-0 a00 PlatioOffeell 12030 1.13'Etl 03-81 LOADING(ps8 SPACING- 2-00 CBI. DEFL In (loc) VOell W PLATES am TOLL 20.0 Flare Grip DOL 1.25 TC 0.56 Ved(LL) -0.02 4-T >999 240 MT20 244890 TOOL 10.0 Lumber DOL 1.25 BC 0.31 Ved(TL) -0.05 4-T >999 1 E BCU_ 0.0 ' Rep SVess then NO WB 0.00 Hoa(TL) 0.00 1 We Na BCDL 10.0 Code FBC2014TPI20D7 Matrix-AM Weight 20 to FT=20% LUYBER- BRACING- TOP CHORD 2WSPNo.2 TOP CHORD Structural wwptl sheaerg directly applied or 6-O0 oc Wlllre, BOTCHORD 2x4 SP No.2 except and wardi WEBS 20 SP Ni BOT CHORD Rigid cNifi directly applied or 10-0-0 co bracing. WEDGE Left:20 SP Ni REACTIONS. glphdoe) 1=244A1-58,4=243IMeclrenkel Max Hoa 1=19(LC 8) Max Uplift 1=-29(LC 4),4_49(LC 4) FORCES. do)-Max.ComplMax.Ten.-All forces 250(Ib)orless exceptwLen shown. TOPCHORD 42=321/66,23=-2]8/58 BOT CHORD 14=-W278 NOTES 1)Unbalanced roof live know have been considered for tats design. 2)Wind ASCE T-10;Vuit=l Wmph(3-second gust)Vasd=101 mph;TCDL- Opsf;BCDL=S.Opst I--25X;8 511;LL24ft;wave-,411;Cat. 11;Exp B;Encl.,GCpi=0.18;MFRS(dinsch ;Lumber DOLd.fi0 plate grip DOL-1,60 3)Provide adequate drainage to prevent water pondlnc. 4)TMs thus hes been designed for a 10.0 psi bottom chord live load ncncons urrent Arth any other live loads. 5)-This truss fres Down designed for a live two of 200pst on the bonom chord In all areas where a rectangle"0 All by 2-00 wide will fit between the bottom chord and any other members. 6)Refer to girders)for truss to buss comesalons. 7)Proi mechanical onmecli0n(by othend of Irons to bearing plate capable of withstanding 29 lb uplift at joint 1 and 0 l uplift at joint 4. 8)'NAILED'Indicates 3-10d(0.148'x3')or 3-12d(0.14&'x3.25')hoe-naps.For more delaes refer to MITeka ST-TOENAIL Detail. 9)Laotians)or other connection devices)shall be pmMCetl sufficient to support concentrated loed(s)47 Ib dawn and M Ib up at 2 00 on top chord,and 24 M down at 2 2 2 on Loftom chord. The deel imealecllon of such connwdiou pascals)is the resporelNiny of omen. 10)In the LOAD CASE(S)sec4on,loads applied to me face of the truss are holed as front(F)or back(B). LOAD CASE(E) Standard 1)Deed r Roof we(balanced):Lumbar Ircresse=1.25,Plate Increase=1.25 Uniform Loads(pit) Vat:1-2=50,23=80,4-5=-20 Concentrated Loads(Ib) 'l Vat:9-13(F)10-6(F) Y <R N D Y OE 59E �� ti I'll I., 11 k -Ib h - 1 p „ 1 rl 1+ 1, w " M1Tek r.0-4K e a ny .> nxl�lr : f -, 1x ;-.I rw.anl - - ➢�J r ur. � A 1 p ,dwnv kR a c.FUNr✓ ec p x Lines, cMk 4 rage dHNay.w of mlb Ann AX51/RII OuoIIly C4NM pN-0u444CA wuWMa Compomn SWIyWmMlm ie na Inm RaW YMItl�da 210N1 n o 1 Pk vJRi VA1234 Trryp,F Job Thal T.T,, OIY PrV 0181311 12200TOA T07 Hell Wp 1 1 Jab Re erelrm fopnonell Building Comparted Supply, Jxbomille,FI 32258 8OIOSAp202016MiTeklydusebs,loo. Tue Fsb21W:28:64201i Pi 0.1VAUckroat'l. dVOxJWifmrCW-OJNBBIhLSSUikeC08aDBiOBPPO5vG81CG q W 258 4d-0 680 250 468 2-00 M= Scab.Ial3 3 4 4E0 12 a.= 11 2 d d w 12[4 If BM= 2dB 160 860 258 168 260 Plate0lbef f2'03D 0.2-111 13:030 D24X LOADING(psi) BPACNIG- 2-0.0 CSI. DEFL In 0.) VCetl IRI PLATES GRIP TCU- 20.0 PIale =DOL 1.25 TC 0.38 Veit U-) 0.07 56 >999 240 W20 frP000 TCDL 10.0 Lumber DOL 1.25 BC 0.60 VemQL) -0.15 58 >483 1B3 BCU- 0.0 ' Rep Stress Inor YES WE, Door Hoa(TLI DOS 4 We We BCDL 10.0 Code FB02011 P120W Waftsa S Weight 21 to FT=20% LUNBES BRACING TOPCHORD 2rWSPNo.2 TOPCHORD SlmcNrslwoomshealhing Qrecllyappla or60Oo pudlns. EOTCHORD 2x4SPNo.2'Except' BOTCHORD fNgk ceiling tlredly epplletl or 1060 oc bracing. 2 7:2x4 SP No.3 WEDGE tele plot SP No.3 REACTIONS. (IWsize) 1=238105-8,4=10.NMacM1ankL,5=94M1ttM1anlwl Men Una 1=311(LC 12) Mss,uplift 1=-20(LC 12),4-46(LC S) Mex Grev 1=238(LC 1),4=143(LC 1),5=106(LC 3) FORCES. gb)-Max.Comp.IMax Ten. All forces 250(Ib)m less except ufien shown. TOPCHORD t-2-Min 53 BOTCHORD b7-1go/307 NOTES 1)WfM:A C rooflivelo=de0mphbeenconsimeretlI =101MM. 2)11;E ASCE R1Q Vult=18;MRS(directional) direr gust)Veld=-C Exba r(2) to 3 BGDLd.Opsl;R O t B 0,L=24X:eave C-O Cat. II;E�B;End., for pre.18;MWFRSces&MFRS tar Exions show; 0-0-0to3AD, L=I.W I300to 400,Etle0or(2)4-0.010 5-11<2cae;C-C for members and intoes e MWFRS tar reaz4ons sM1own;Lumber O0Ld.B0 plate gap DOL=1.W 3)Prismass has b e drainage to fora1present water po iang orm chord 4)This than M1as been ne=ighed fora 10.0 psi dotlom 0,alon Ioam Whom in M v re any other re loads. 5)'This buss las been ttom c em for a We Toth d ember on IM1e bOXom mor0ln all areas were a redargle 3BOlall by2-0-0wltle MIIfiter betweenthe bottom chord and nyotM1members. 6)Reser t0 miser ni for Wss ti Truss connections. thers) fto 7)provide mechanical correction(by others)of truss to Dearing pate capads of wil0starghg 201b upiX at part 1 eM 46 ID upflfl N joint 4. Y WIRNMG-VM&du ,pvnm wd RE ONOr ONr1Y44Na WCLUOEOM REFERRNCEP40EM74Mm.109YNIeaEWREVSE l Cafgn Wp IwrwaNY NT Mllrvk®emmciaa.11'h meYPre Pxn]aYYrTM�Owwndwx9wwn,mtl ala m MuimrM dlNYlp cwm*�'>rnl,ml eIran SVSM��azlae rte.X¢IJW9�kxrar mW valry Ifr q{Yc[WINd JLY�1x>1mrelaersN prtNUOY kcwlxaWe INttlmbnlrbllwuvap runda,g..a.Yr,nn�aeaaropeYmnwcanpaEvaaalrrffiwma<wa mea mm,rem.ary.aaaornUemww�deNmpameulrg MTek kdwwr�wemla MMIYWJbpevenl ctAryh MlnpiLYla pawvJYelYOdpeMyhnepe.fa parertlpWJiY:e 1611pt1p Xie egeq parka Ear BN3. Mtlt'rXvl YaWe.meMrery erecMnm]d¢kV Iruees JMSM1erR feMNY/INI Srd1YCNerb.De9e2aM 0.1 W11lIgCamWrrtrR 9dMy Mmroxm aYtlYAa hwn YrE PalexuYM .R18 N.lee S0ae1.916312 Namvlll VRRR311. ierrya FL 336r0 ' Job Truss Truss Type Oy Ply - I04513 0 12200TOA TOB HCH Hip Girder 1 1 L Joe Referellre to XonMl Sudan,Component Supply. Jackessilla,FIWell 8.010 s Apr 202018 MITak IMmnhws,I= Too Feb 210]26:562017 Papal ID.?Kvt4JdmaFL?, V6w.MVilm W-hvx2Pl M5m S1uQ=Sdp;IJavE3eKepL3Rm3Yo62�Lc 2D0 41B _ � 2D0 2-1-6 �cMl 3 2M II 3mk=I:BB 400 12 2 1 Ll L-1 a S,w 4 s� lI Wcc 2M II 030 2D0 414 030 1-BO 2dd PMta OfteNefXVI- I ' -8 7-011 0.0-00-1<112'03D O231 LOADING(psI) SPACING, 2D0 OR DEFL. In floc) wall W PLATES GRIP TCU 20.0 Plate Gnp DOL 1.25 TC 0.25 Ved(LL) 0.01 47 >999 240 W20 244/190 m TCDL DO Luber DOL 1.25 BC 0.17 Ved(TL) -0.01 47 -7999 180 BCLL 0.0 ' Rep Stress Inter NO WB 0.00 HOR(TL) 0.00 1 No Na BCDL 10.0 Code F802014,TR2007 Matdx-MS Weight 151b FT=2030 WYBE& BRACNG, TOPCHORD 2x4SPNo.2 TOP CHORD Stmourral wood shoeWrg directly applied or4IS oc pudlns, BOT CHORD 2,04 SP No.2 except end vertical WEBS 2x4 SP No.3 BOT CHORD Rigid Gelling dlreotly,applied or 10-0-0 m bracing. WEDGE LeR 2x4 SP No.3 REACTIONS. Susie) L-1]OMlachanical,1=1]36038 Max Hort 1=19(L021) Max Uplift --77(1_0 4),1=62(LC 8) FORCES. (Ib)-Max.CamPfMax Ten.-All forces 250(Ib)crimes exceptwfien shown. NOTE& 1)Wird:ASCE 7-10;Vu1b130mph(3-second goat)V.M=101mph;TCDL=5.Opaf;BCDL=S.O,f,h=2511;B=45ft;t-24ft;eev bk Cat. II;Ell Encl.,GCpi=0.18;MFRS(dian doll);cantilever left exposed;porch left and rght mgosed;Lumber DOL=1.60 plate grip DOL-1fi0 2)Protide adequate drainage to prevent water ponding. 3)This none has been designed for a 100 psi lamom chord I'Ive load nonconcudent wtih any other Ilve loads. 4)•This truss has been designed for a Ilve load of 20 Opsl on the bottom clwrd in all areas where a rectangle 36-0 tall by 2-0D wide MII lit between the When choM and any other members. 5)Refer to girder(s)for truss to truss conrwctlons. 6)Provide mechanical connection(by others)Of truss to bearing pate capable of a horia g 77lb uplift at Joint 4 and 62 to uplift at joint 1. 7)Hangerts)or other connection devices)shell be pmVIdW sufficient 10 mppod concentraletl load(.)441b down and R ib up at 2-0-0 on tap chord,and 30 to down and 12 to up at 2-2-2 on boftom chord. The desigNselmfon of such connection dedicate)Is the Astoundingly 01 others. 8)In the LOAD CASE(S)sacllon,Ioa05 applied to the face of to truss ora noted as Vont(F)or back(B). LOAD CASES) Standard 1)Dead a Roof Use(balanced):Lumber Increase=1.25,Plane Ineraase=1.25 Unifoml Leads led) Ver,1-2=A0,2-3=-60,45=21) Cmeerande l Load.go) Vert:8=30(F) Q w4gOID-Wrly '—s—-1 osoo.,Is CH TXLS 1.Mclues.MIIEx...ca eAPE4a4AAnr.lO6Y.OIs aSsore bas Destan wed lw uce orlYwlm NILMIt—'s—t,'.inc, rh1n 1on Y]IW.d Matlaq compwrenL rot maiytxHa-MI meMmeun wxnilsarvw.N Ilia ul%1kNMIN oftlaXm ry�mxrlmax]pcy nY KUM'rale RL O9wan 610 XnoverJl dedV�4n. Ba lq Yvtaletlab PeA'mIMM1YpdYVMMYInmwaO m]/a cYwvOmmYJeiseMy. M]IbullemµyaM 4Wma�ae MacYp ktlwgire[i1e0 NxiMinXYa✓Jlo Wevenlcdi{ae with ppiYJe MwdYexY uq WlM+e-Iy Wri[pa.(w PwVa�4 pYbice e9adYy eie raelPWaboolli WMlbR tlaape.[YJNery.arxlbnml Mul�p on nnweimtlsoutsu1enu bs�AXS aovN NGiXMa.aNJ9ma kCLaWgGonpwrwM T,pit=a yyYy YYmndon waf�'e pnn L�Hule YUXMa RIB N.lee SIree1.916.12 NaIaMM.VAYL314. ..Job Trim Tmas Typa Gly ply noaet3ae 12280TOA TOB Hari lip Girder 1 1 JOU RatereT a boost DwMirp ComVo^ant Supply. JaplfeWrville,FI32256 B.OtOS Apr 202018 MITeklMlA5nn S,Inc. Ties Fas :28:85201] Page 1 ID'?INWdmeFL?cdVBwJWI]mGVV-IIVPhsMSm_31uOnmedpCLkwP3eI3gL3Rm3T Lc 2-0-0 2 99 2-0-0z 90 spam y,4 a S[d1.=1:As 00 12 2 S a 1 is s eolal 4 as II W= 2A0 4-69 A8 20-O Plt 0Xeeta IXY1— 120)002-0I IAADING(pal) SPACING- 2A0 C81. DEFL In (W) What I-V PLATES GRIP TCU 20.0 Plate Gdp DOL 1.25 TO 0.24 V.MI!_) AGO 4A >999 240 WW 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.14 VER(TL) -0.01 4-7 >999 1811 BCLL 0.0 ' Rap Stress Incr NO WE 0.00 Hca(TL) 0.00 1 Na her SCOL 10.0 CMe FBC2014RPQ00] MatM,-MS WM ht:131U FT=20% LUMIBER- 11114=11 - TOPCHORD 2x4 SP No.2 TOPOHORD Slmduraf wood sheathing dlractl,applied or 4-0-0 up pudlre, BOTCHORD 2x4 SP No.2 except and venlcels. WEBS 2x4SPNo.3 BOTCHORD Rigid calling directly applied or t 6O-0 a bmdng. REACTIONS gblsim) 1=18Q'O5-8,4=162/Msheniral Max Nara 1=19(LC8) Max Uplift i—15(LC 8),4--Wd-0 4) FORCES. (Ib)-Max.C.nM.N x.Ten. All lorcaz 250(Ib)culess except when shown. NOTES, 1)WIM:ASCE]-tQ VUIt=130mph(3-second glret)Vesd=101mph;TCDL=S.Opsf;BCDL=B.Opst;h=25X;B7 Sit;b24X;eat ft,Cat. II;EV B.End.,GCpi=0.18;MFRS(directional);Wmbar DOL=1.80 plate grip DOL=1 e0 2)Pmvitla adaguale drainage to prevent water paMirg. 3)-ThIbuss ;habeen designelara10.0 psibottomchord INe loadtom chordIenl MM airy other Il se IOMs. 4)'TM1It busshasbeen rren crud fare live load of embei on 1M1e bottom chord In all areas wTerearectalgia360tell by2-0-0wlde Wil Rfitefer between the MXom dcrtl and ami otMr membere. 5)RelartoMechaniderfift for trusohne ti truss otmem)of a. trusts BI Pintids mechanlwl connection(by others)of Was to bearing plate capable of wXhstaMlrp 1510 upIIX at jolts 1 and 301b uplift at joints. ])Ha,0 an t or other connection om at shell be bottom tl rd. Tnnt to suppoR concentrated Instills)47 cdoom and the up al 2-0-0on lop Mord,eM 241b tlown ai 2 2-2 on bdtom eMrtl. Thee deslgNselecdon of such connection tlemce(s)Is the ResponsibilityM othera. e)In Ne LOAD GASE(S)section,loads applied to the ince of me Wsa are noted az iron)(F)or beck(B). LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Lumber Increase=1.25,Plate I.RoM =l 26 Uniform Loans(pill Van:1-2=Sq2 80.4-5=-20 Concentrated Loads(Ib) Van:8=13(13) �wARNMG-YVXy4eawnperxmlve RM ONOTESMT1 ANONGLVDEONR Rx EN CENOEMF14lam.16OYSOISaEEOPEY3E �g 1R9yn"'dla—�J1.fvo.cvwi.Jai 11'htl��6drr'tluNYaWnpxanebn Ynwn mtll5 fol—no.I WpYy com{xxwnL roi -x—YN_ aMaySam eeMautEa¢pYdq tlaY{x�m mW YaXy IM A4Ak�nN OI WeL,P paimelemadpWe�IYM'.aMa6RAdaapn Mo anoveaA awawgn am.ok�t.d.10a..t.nlamaxgw.laadn mntwabawaraladln Iw.«w.Amkadl®naalwmal�Nllq.adHa�ro M!Tek erEwORr.7A�b[4Y✓11Y WJ 10 p.vanlMq.•aY.'Ilnfxa�naM'xbxYEyOMpgNnYMno�.(a�atl PNbY��.9m49x�e a90a Fn�ke EasI BN3. kdkglkM1gCNy.JaNaY.aec.. bmla).21..tum mngTenit'.eMrl9Vlr11 OIdIY Clan6.OSkd9igaCNNMgCarywwe T,,I'L 3M10 9911•.lY IIMmMIM mJ2ie YCT Inxpde MMNe.R18 N.L..Sa.al,3)6312 Ne4avJb.VRRR3II. Job inns Trans Type Ga, PB/ 710101350 122BOTOA T10 Real Spaded Girder 2 1 Job Re coerce Manahan BliMirN CompolNNSlphply, Jecksomlila.FI32256 B.OIOS Apr202018 MITek VocOttla46.W. lua Fea I44wTsa:a62Uh) Pagel 10:?KVLrdtlmeFL?COVBwJVYIxmCW9kVxc9t s48JM1?xKt82kYIMwTez9PCIOp5Kby_Lb zdB 41-0 aoo 21-t zoo Llla Scale 1:13a d m = sm= 4ew Ts as. z a 1 9 6 W h4If � f all Ted II 6Per 9 3rd= z-1L 4sa a60 2-1-0 249 1$B Plat Ogee (XVI-- 13'01-80-1-121150-1-120.0-B1 _ IOJ GING(psi) SPACING 2-00 CSI. DEFL In (loo) Wish Ud PLATES GRIP TCL- 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) -0.Oi 6 1999 240 NITn 24 190 TGDL 10.0 Wmber DOL 1.25 BC 0.65 VertQL) -0.03 6 1989 1130 BCLL O.D ' flap Stress Incr NO WB 0.01 IbrzQL) 0.01 5 No Na BCDL 10.0 Code FBC2014?P1200T Matre-MS Weight 231b FT=20% LUAlIj BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Shns.1urel wood sheateng Owfly applied or&0-10 oc Wlllns, BOTCHORD 2x4 SP NO.2'ExcepC wept and verbrals. 37:2x4 SP No.3 BOTCHORD Rigid ceiling directly applled or 10PO oc among. WEBS 2x4 SP No.3 WEDGE Leff.2x4 SP NoS REACTIONS. gbAUe) 1=252/058,5=245rtdechanical Max Harz 1=37(LC 21) Max Uplift 1=38(-C 4),5=43(LC 4) FORCES. (Ib)-Mall.ComWMax.Ten.-All tomes 250 pb)or lass except when shown. TOPCHORD 12=-38591,23=-343/69 BOTCHORD 1-8=-0]I344,7- -94/343 NOTE& 1)WIM:ASCE 7-10:VulLlWmph(3a Wd gust)Vasd=101mph;TCD",Dpst,BCDt_SOpsl;h=25ft;B=151t;L24n;eav ";Cat. 11;Eery B;601.,GCpib.18;MWFRS(dire IWW);Wmber D0L1.60plategdPDOL=1.60 2)Pmvlde adequate drainage to prevent water pondlrg. 3)This twice has base designed for a to D psi botom MOM live load noncolounant wiN any other live loads. 4)-This truss has been designed for a live lead of 200led on the bottom chord In all areas where a rectangle M-0 hall by 2-"Woe Will fit between the Whom chord and ala,other member. 5)Ruder to girder(s)for them to truss connections. 6)Provide mechanical connection(by Others)of tmss to bearing plate capable of effir anding 38 he uplift at joint 1 and 43 to uplift at joint S. 7)Hangers)or other connection device(s)small be provided suglGont to support concentrated load(s)481b down and GO Ib up at 2-1-Don top chod.aM 291b down and 271b up W 2-3-2 on bottom chord The deegnseeleclion of such connection devlas(s)Is the resporaionity of others. 8)In the LOAD CASES)section,loads Walled to Ifo face of the truss are noted as front(F)or back(BF LOADCASE(S) StaMmd 1)Dead!♦Roof Uva(balanced):Whiter Incmase=1.25.Fate Ircresse=1.25 UFAonn Loads(pin Ven:1-2=b0,23=E0,3L-b0,7 9-20,5 6-20 Concentrated Loads g0) 'l Ven:8-29(B) Y WdaNMa-eM/y 4wpnpr�mwnz nMWE4a NaIEe ON IM6<Na MCLUUEa MIIENNEFEPIXCEVI6E Na)0)a m.ID9YA4E U5E IMfNIn w!p for wrahJY Win MIIeMPoaYnhrk+Yoly 11va tl.- �k4vmtlorY uqm Iwhuiralers Lwwn.ml Klor m YvllNdld Lv4cir,tldhq cwnrronrml.roh Ih�MMn Behae rm.lm IT44q v�wr mmlvehlry IM WXc1AIN of euAln nW�ele¢axf ggxMYMve✓eonclnkae.4lnlnb Mn ovsall kdtiaKhWiletlVw SktMNmllo gevaehh euiY9+dtl u�4aarwiMAe PWNNYx INFY mI gaV�Myy�mq{e. FngererdhpWahcv�eWWgme IbO'kq ICAkalkn Mrhoax.OHNen,secmn.and dosis, IMmebmlMamhemi rv,OANAIwl seethe,CMMo.DYd9aq Beal auMryCanpaned fiWd Rrb FW Budd. 3dYly MompXan w.Ydeean.11.IreIIMe.RIa if 11—heat SIle J12 EA.VP4131E. Tehlps.FL E91e Job Trrsc Truss type Oft Ply 0161351 12NOTOA T11 Half Hp 2 t Joe Referencemorme0 &IiIJnp Component Supply, Jecksomilq,FI 32256 A 0 1 thMU4sbxrue Fb 210726:5hatter ID:? VWtlmeFL?MVwVilmW4ggMcdNEA BeuZ&HmpGtlsEKcegM"Yei 4_1-0 458 &00 1.1-0M bhi8 41_ 9u1e=1:13A Y 9 4 4.F12 I1 Q a LP 65 �1 79H 11 as= 4a6 boa 454 88 Plate C8eMs0LY)- 12;0480-2d1 Lomw(pat) SPAONO- 200 CSI. DEFL In (Md) read P efl LLATES Opp TOLL 20.0 Plate Grip DOL 1.25 TO 0.19 Vat(LL) O. 6 h999 240 M720244190 TCDL 10.0 Lumber DCL 1.25 Sc 0.52 Ved(TL) -0.04 6 >909D 180 BCLL OD a Rep Stress Ina YES WB 0.00 Hoa(TL) 0.02 4 No No BCDL 10.0 Cade FBC2014?PI2007 Marti Weight:22 lb FT=20% LUMBER- SRACINO- TOP CHORD 2x4SPNm2 TOPCHORD Structural wood sheathidg areddy applied or 60.0 do pu0lna. BOTCHORD &4 SP No.2'Except' BOTCHORD Rigid cailirg directly applied or 1000 oc bracing. &7;2x4 SP No.3 WEDGE L fth 2x4 SP NO3 REACTIONS. (Itdalxe) 1=23840-58,4=109ieGenkal,5=12&Mlec1adicai Max Horx 1=39(LC 12) Max Uplift 1=-20(LC 12),4=27(1.0 8).5=-14(1_012) FORCES. (Ild Max.CompJMem Ten.-All falces 250(lb)orless exceptwhenshown. TOPCHORD 1-2=-294/115 NOTES 1)UnbManced roof live loads have been considered for this design. 2)WiM:ASCE 7-10;Vu11=130mph(3 second gust)Vasd=101 mph;TCDL=S.Opst BCDL=S.OpsF,h=25X;BAN;b248;eavoi Cat. 11;Exp B;End.,GCpl=0.18;MFRS( andional)and C-C Eserbr(2)000 M 3-0-0,Intellor(1)3-00 to 4-1-0,Exiedor(2)41-010 511-4 zone{GC for members and farces S MFRS for reactions shown;Wmber DOL=1.80 plate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)This buss has been designed for a ISO pin Whom chord live load ngndersurrent wind any other live Mads. 5)'This truss has been designed for a live load of 20.Opsf on the bMtan Obord In ail areas others a reasundle 380 tall by 2-0o wide will fit reloaded the batlom chord"any other members. S)Refer to glydegs)for foods to nose connections. 7)Protide mechanical connection(by others)of three to bearing plate Capable Of efthalanding 20 Up upllfl at Join t,27 Is uplift at joint 4 and 14 lb uplift at joint 5. �W4P 6-V. ,Eatgnpmwrmxddeso NalEealeIOWOWCLUOEOYIERMYBMNaa PIOL.._/4mlVIFB9CAEVBa. %lNdn vnrxl folwe wiyHN Mlae®anxucMs.On N atualvNy ofulPaa1wlcrod.O.aY YMm MWNH dA9g6wrpaaM1 rot .I�.�,,,e.ma wwwr�as�r mist VwIN me�a+Mad�r t>aarelw.aaaa�wlvlriwr�wrne lrea.r4�nro meo.are1 iaaw.ianirN accry Mxbaledmoaevenfwwmaw4ur m�wao�aaaa�imi.aN.Mabhvl9nRfW aM peddaplhipoy'9 �(• a�ewowrayeearaamvandMae�lna�rnnwmwewwin ygampprtymna».rorderearalm�reaoaMtw InMM:ohx�ahrnepp.dwNwy.awcMmmltl«MaMVHmiMm MlenRieaxllN/M1GMlY MIW.0YJ9aq CLMNVdurVurwM NWew Fr.Mtl. swlvhntormemd r.ama awn rt�HOM annwle.z1e N.leaslmar.sMNslz Nearaln vA2z31e. Twi it.axed s mW ype Y fa T1da1M2 t@BJTM Tt2 XALf XIPCaIFDEF �1 (� tOD geterellce a tlo119 But CmpwisM 6yp1/.NdWnv A Fl 56 a.me hn25201¢Wier IMLM.YW Tua FW 21&23-0201] P ID:?KVLNtlmeFL?ctlVBwJWIanGW-D1TOgaNZN'pgqu3 lMA B0O0WHOepL Fzk 9-DO 1D1A 11A0 163-0_ � Bqp I-19 18A 250 NAILED NAILED M1D xuLEO z:411 NAILED 4a= 4,00 1z a z1 n4 2z d9 0 NN -� sod 2 li B a z4 11 25 10 2fA h4 f NAILED 4[10= 13 NAILED NAILED ) W12= w I 6 yd- NW.. NAILED 9N II 2SA 460 1D1-A 11aB 14x0 zsA Sae 4.1A taB zsa Mere Oificts(XY)- (31004Ed01 it 30-2-0O0.91 LOADING/psi) 1 SPACING 2-00 CSI. DEF- In Qac) Udell Ud PLATES GRIP TOLL 20.0 Plata Gdp DOL 125 TC 0.N VertiLL) -0.1/ 11-12 s999 240 MT20 244/190 TCD- 10.0 Lumber DOL 1.25 BIG 1.00 Ve111TL) -0.3311-12 s511 180 BOLL 0.0 ' Rep Stress Ina NO WB D.40 Hors(TL) 0.12 6 We Ne BCDL 10.0 Gode FBG201MPI200) Metrrx-MS Weight:13916 FT=20% LUMBER- BRACING, TOP CHORD 20 SP Nn2 TOPCHORD Stmcwrei Man sheaiNrg directly applied or 16-13 oc punlOs, BOT CHORD 2x4 SP No. 2'Except' except and verticals. 1-13:2x8 SP N0.2,2-8:20 SP No.1,7-9:2x4 SP No.3 BOTCHORD Rigid celling directly spplled or 10-00ac bracing, Except: WEBS 2x4 SP No.3 600 or bredng:6-7. REACTIONS. QVslze) 1=1001 (min.O1-8), 5=1051/05-8 (min.0-1-8) Max Hoe 1=50(LC 8) Max Uplift 1=416(-G 8),6=-116(-0 5) FORCES (Ib)-Max.Camp.l Ten.-Allforoea250(lb)orles5exceptwlt.,s .. TOP CHORD 1-2=171 on 87,2-20=-2891277.320=-282]2]4,3-21=-2054205,4-21-2054205. 4-22=2051/205,22-23=2054/205,523=-2050205,6�1WWI 28,5 8-9421133 BOTCHORD 1-13=19311Mg.1293=WEN,2-12=- 6 395,12-24-2812]44,11-24.2812]44. 11-25=-29&2800,1025=-2]92800 WEBS 3l 1=01622. 4-10=407/158,5-10=2042082 NOTES 1)2-ply buss to Im connected together Win IN(0.131'x3)hells as foloes: Top chords connected as follows:20-1 mw at 0 9-0 m, Boftom chDlds comectad es tcllows:2x6-2 rows staggered at Q40 a,20-t rowat 010 oc. Went connemed as follows:2x4-1 rout 0-9 0 oc. 2)All loads are considered equally a ulad to All plies,except it noted be front(F)or back(S)lace In the LOAD CASE(S)section.Ply to ply conlecdons have Dean prolided to distribute only loans noted ss(F)or(B),unless oche alse Indicated. 3)Wind ASCE 7-10;Vulf=130mph(3secdM guet)Vabd=101 mph;TCOL3.O ssf;BCDL6.Opsf;It=25ft;B-tSft;L44fl;save-IR,Car. II;EV B;End.,OCpl=0.18;MW FRS(directions); Lumber DOL=LBO plate grip DOL=1.60 4)Provide adequate brelnage to prevent wale,ponding. 5)This truss has been designed for a 10.0 pit Will chord IIWs bad noncorem ent with any other IIWe loads. 61'This Imes las been designed for a live load of 20.Opsf on the bottom chord In all area where a rectangle 340 tall by 200 Wlde Will fit beM.een the bodom clbrd and any other member. 7)Provide mechanical connection(by others)of Voss to beam,plate capade of withstanding 11611-uplift at ldnt 1 ant 11610 uplift at Idnt B. 8)'NAILED'ilMlcetes 3104(0.148'x3")or 312d(0.1 Q-0 25')tae-nails.For more Vanilla Neter to Mllmkh ST TOENAIL Detail. LOADCASE(S) Standard 1)Dead+Four Gve Qleranced):Lumber/urease-1 25,Plate Irwreese=L25 Unice Loads(pi) Vert:1-Y-80,35=60,1314-20,9 12-20,47=20 Concentrated Loads Ob) 'l Ven:3=83(13)13_223(8)9=-56(B)11-75(B)4=-03(B)10=45(B)20=83(13)21=-83(13)22-102(8)24-742 -75(B) YWdeXWOVeri/yJden ryamNmmuq flFAD NOIE50N iM6 qNp NCLWEOYIIET PEfEa4NCEVA4EMF)IYVrov.IOtlYA1E6EFOPEY$ DeLOn Wtl101a wa otlYM1m MII%M«nnecbmmftl N eLrMpNabm,wbOtmnporrsYwunm]Isomm lMhWwl ha caar..Lml 0�6WSiBm.&lar tire,aW MASV Oe+4a5-msivalfY II¢9AE-'V)LIIYgd�B�Maneienml pa�IYFcesupa' IMtla✓undparmar5 WUV UMAT.BMV h]culeOObpetenilx .MpdA AATfI M Webmtl/ucMtlmem�iwYy damsao feeBna oom neInNcrOtlaLV ktlxayarepled beumay io peveNcdgaaxM 1paLiel>AaxW rwryuV PNW1YOmrNVe fd pFVYdp4kfce xvpJpaa WxlcpMr tluape.MWayCamqnxnl EW4Peb FYBM. gxYMLmden mdd:KYgn IeORoie hEMM.21e N.lee Sheet.sJb312.Neeavhi VATYI N. Tnrys.R AJ10 JDD ip Tensa -TT-mal Type On, Ry 10/01353 12280TOA 713 Heli H 1 1 Job Ref«arcs to Donau Building COmpolwM Sway. Jeckdomilq,FI32256 B010aApr202016 Ii lruedee,Im. Toe FeD 210T:28:59201] Pege1 ID:IWWdmeFLI..WilmCW.eGNE2 U"kWIbiMBu%Fg01 MOtlxwq_LY 2 S. PDO 11-9.6 1630 &SB F60 388 2-SB Stele=12ae ma h ass= 4 1e RD 6 400 12 e fixe= n 45 i 3 2 zx1 q 0 0 10 ll e s.s- 12 ] 34 'h4 II BDN II 46 II z-5e Poo 11-99 1680 z-se sPe 3-08 z-5a Plat m M. OXseY)-� FVC-2-0. 2-e1 30 139- 0&31 LOAMNG(psi) SPACING 200 CSI. OEFL. in (roc) Well LW PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.5] Ved(Lq -0.21 1011 >M 240 11 24M190 TCDL 10.0 Lumber WL 1.25 BC 0.81 VeX(Tq -0.52 1011 >318 100 BCLL 0.0 ' Rep$bass Imr YES WB 0.30 HorE(TL) 0.10 6 we We BCDL 10.0 Code FBC2014/T1`I2007 Mattlx-MS Weight 661b FT=20% LUMBER. BR"Will TOP CHORD 2x4 SP SS'Except TOPCHORD SIIudmal wood strafing directly aWtual or 4-11-2 oc purlln, 45:914 SP No.2 except and vadicals. BOT CHORD 2x4 SP SS'Except' BOT CHORD Rigid ceil'mg directly applied or 100-0m 02ping, Except 3-12.8-11:2x4 SP No 2,T-9:2x4 SP No.3 6-0-0m bracing.6-7. WEBS Mrs SP No.3 SLIDER Left 2x4 SP No.31460 REACTIONS. (IWslza) 1=555/05-8,0=555WS8 Max Ho r 1-75(LC 12) Mex Uplift 1=53(LC 12),6=4)1 BLC e) FORCES. (Ib)-Mml.Canp.Mlax.Ten.-All 11 250(ID)or mss except alien dawn. TOP CHORD 1-3=87&180.3-4=10501235,4-5=-9]5125],B-B=-52fl1148,5E—517/163 BOTCHORD 1-12-235U0,10-11-2651984 WEBS 510=-290592 NOTES 1)Unbalanced!and live loads have been considered for MIs design. 2)Wit ASCE 7-10;Vow Mimph(&second gust)Vasd=101mph;TCDLd.opsl;BCDL--5 OpsC h=25X;B7 Sft;L-24X;eavi Cal. II;Exp B;End..GCpi=0d 8;MFRS(directional)and C-C Exmrr(2)02-12 to 32-12,Intermit)32-12 to 8 0.0,Ex1bui&00 to 12-2-15 zone;O-C for members and towed&MFRS for reactions shown;Lumber DOL=1.60 plate gap DOL_1.60 3)ProNtle adequate crime,to prevent water poring. 4)This doss had been designed for a 10A pat bottom chord live load noncomurrent wild any other live bade. 5)'This Irons has been designed for a live Intl of 20.Ops1 on the bottom dloil in all areas%fere a redan fe 380 tall by 0-0 aide Wit fit beNreen Me bottom chord and any other members. 6)PmovWa medlanical connection(by oMere)of imas to beadng plate capable of Wihstanding 53 It uphill at olnt l and 81 Ib Wilt at joint 6. "Beaded uVwusrbONv lMh Mekw9cwMretlmUNntMCaP9{{nt5I dINaCYrW4�On"INPH'�lneela:flNowUn.Pm1aaE6Mla]4mAMmUMlaYaQ0caWm.ml Idr Mmryelem.Bslae ue IM W W fir«cool Vary X'a gKItCfIM oIlMLL3n paanaiert W W W«IY HcvpaDq xYbGadln Fb Me ovadl eueraa«pr.a�n9ia;deuerof�e�arnmrnwolxrnrxxlnr«weo«wmrrnwa memlvrsar+v.a�deom lerrgoruyama®ma�1«�nn MiTek' 6?>'DWIMaW iv WYYatlbpevenl cd�WMFawxl k%xYmlpWadYO�n�a. (wPiard pYhcereNQ6Ts ssavy n«rya.tlaawry.«BCYona'J[igolnwSalp nrm Ml®m.Bee1M1/INI GrVMYCrMhpM MOxI MA YIJnYe«rW1«nl T, I'LL ]EloNa. tdMy YxarmXon anlRJe Yen 4lmflabaYYMe.RIe N.lee Shael.91b 312 NexnJb.VFRR914. JOE T. Trus Typ O1y Fry0181350 114WTOA T14 Had Hip 1 1 JCG Relxxre Ipp4pre11 BJBitg CompouN Supply, Juksomllls.Fl32256a01DaAa2020CWMGklMus ?UuDc. TueiMBu1 T28S920f] PagBf ID:2KV WtlmeFL9ctlVewJVYIzmCWaGB4E2N94UUDVk1'PZNMeuYW9alORSttOtbutf_LY YPOxo-u Y1H'-0 ' O360 0 460 BM 1 41 taxes z 1MA 3 12 13 4 Y 12 9 0 2 11 10 1 8 bE= M10= 6.py it am II 10.0.0 1449 DDe bio PINOffmsCCVI- (1'0.0.00- - 211 ' 3-0Etl0e1 LOAMNf9(paq SPACING 200 CSI. OEM. In (lac) IMefl VE PLATES ONP TCLL 20.0 Plane Grp DOL 1.25 TO 0.09 VeQLL) 4).18 6-9 >NB 240 Mz20 200/180 TOOL 10.0 Wmber DOL 1.25 BC 0.74 Ved(TL) 0.49 6-9 >302 1BJ BOLL 0.0 ' Rep Stress Irar YES WB 0.25 HcmdTL) 0.03 1 or. We BOX 10.0 Cale FB02014?PY2007 Matrx-MS Wage:Nib FT=26N LUMBER- BRMONG TOPGHORD 24SPNo.2 TOPCHORD Sltuclural sWWhingdirec*Wpltedor S34ocWdda, BOTCHORD 2x45P No.2 demean cool verllcak. WEBS 2x4 SP NOS BOTCHORD Rad wiling tllrecdy applied or 600 w owing. WEDGE Led:2x4 SP No.3 REACTIONS. (IWslae) 5=564Po-S8,1=56MPSE Max Horz 1=98(LC 12) Max Uplift 5=46(LC 12),1=49(LC 12) FORCES (Ib)-Mex.Comp.Mlex.Ten.-All forces 250 fib)aim except when shown. TOP CHORD 1-2_907n04,23—56&913,3i=492/120,4-5_5881169 BOT CHORD 1-6=-268832 WEBS 2E64301181,4-6=4530853 NOTES 1)Unbalanced mot live loads have been wnelderea for this ddslgn. 2)WIN:ASCE 740;VJt=130mph(3-sewud gust)Vastl=101 mph;TCDL- Opsk BGD"ft,,f;h=25X;BMNn;IL241t:eave=4lb Cut. 11;E,B;End.,GCp=0.18;MFRS(NreclionaQ and C-C Elderbo(2)OPO to 3-0-0,INedor(1)3-0-0 to 10-0-0,Exteda(2)1P0-0 to 141 4 zone;C-G for members and farces 8 MFRS for roaxwons Shoal Lumbar DOL1.60 plate grip DOIr1.60 3)Provide adequate Cminape to prevent water pondirg. 4)TMs Trus has bean designed fora 10.0 led am=aided live load Imnporaned with any other live loads. 5)-This imss hes been designed for a live load of 20.Opaf on to whom MON in all ares,wnee a rectangle M-0 tall by 2-PO wide Wil fit beMean the Whom chord and any other members. 6)Provide mechanical connection(by oNers)of Imre to seeing plate capable of withdanding 76 lb uplift or joint 5 and!491b uplift at fdnl 1. AW4eNWe-Y".xopnamelxes'pPGpNOI oapoxsad LVOEOxp/ExaEFEMNCE/49Esi]ll9nr.IW.ttpI59ElaFEUSE SITvWIC lo�uv3 uxYWN bYIe4®�uxacMx AiswtlpnbMmc1�xJY olnn ryaunelersslwwl adhlwm MMdwl In�MYg cnml r'al,roi fimayMani �Weu¢.ma lop'q�Aldx mill vapN lta e[WoaT1N olrlatlgn paanatm WJ WMemVbcapxolo pAdapon Mo diorne�W taIJV w4ax auYV M:ObUbro PeVda b�9 dxvAM1]i J LwweDald/acMtlmembrsY+W./�trrx 1anR oYaq Pampw�atra`1q Y WVrxrgK]M WTtlIYudb Pe�icdlcpe Wlnr�epFfn]N1eYm]PNonYmeVR fotglVJtxpYJn�m��u4pxie {YxIwIbLAwF.WrKry.mecxmmfrccMdGimaaMnmeMomxwMllllTllGdlY Gl6wb,EliJ9t•W Y'L4MVauTuxnt NWvub Fr9K. aNwYxlwmm�mrcllie M1an Inm RdeMMe.218 N.Ieeslreel,axb312 N®a�Ma VRR2]14. Into,FL ada10 Job Tram Tmss Type Gly Ply T1M01355 12200TCA T15 Hae Hip Gneor 1 1 Job ReNrence o oml BwMirg Compomnl Supply, JecksomON,FI32256 8.0106RpVil2 -Wflq IM1e0ree,InMkD8 Bb21o7:R9:a1RWe?P-el ID:?KVLNtlmeFLicdVOwNV iImaCW-WflgtlaMk0Tp1w]OkORCJryUW1(YEVdpXWa?oy_LW L18 1-614 I 1328 17A2 22-&1R bb0 1-]8 bS10 bS10 L410 Soho=19].3 NNLED NAKED NMLED NAILED 40J 12 ]x10- 44- 24 II 36= d5= Ne- NAILED NAILED LL41LEO NAILED NAILED 2 P 1B 3 19 20 21 22 4 23 5 B 2/ RS ] � 1 2g 13 2] 20 12 29 11 10 30 31 0 1 33 8 d5= NAILED 2x4 II HALED xv5_ NAILED 3v12M1e3NS= NAILED NAILED 41-= NAILED '.fi511 3xe 11 NAILED NAILED NAILED 410= NAILED 0,3 4.18 08u 1328 n82 82412 oJ0 3-108 1-]8 45.1a Ls10 alto Plateoeeetn 1.030E a 1:0300.11 2:0&8 Ed :02-00.2-0 8:0-2-12 Ot-8 9:02-00.2-0 LOADING(psi) SPACING- 2-00 CSI. DER. in (roc) lMefl W PLATES GRIP TOLL 20.0 Plate Glp DOL 1.25 1 TC 0.94 Ved(LL) 0.3]1012 p]ii 240 MT20 24x190 TCDL 10.0 Lumbar DOL 1.25 GC 0.53 Vmt(TQ -0.701012 a3]e 180 MmSHS 244/190 BCLL 0.0 ' Rap Sews Ina NO WE, O.88 Horz(TL) 0.10 8 Na Na BCDL 10.0 Code FBC2014RP12007 Matr0o-M5 Weight 10310 FT=20% LUMBEiH BRACING, TOP CHORD 914 SP No.2 TOP CHORD SIONeurel wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.1 BOT CHORD Rlgld ceding directly applied or 4-8-1 od bracing. WEBS 914 SP N0.3-Excep- 7 9:2x4 SP No.2 WEDGE Left:2x4 SP No.3 REACTIONS. ghslze) 8=1300/038,1=13511088 Max Horz 1-40(LC 21) Max UPIIX 8=-551dG 5),1=-539(LC 4) FORCES. (Ib) Max.Comp.RYlax Ten.-AIL forces 250(Ib)a Less except wren shown. TOP CHORD 1-2=-2993/121],28=-4391/1813.33=433W1]99,4E-4334/1]99,6-0 -Z(Xddl203, ]-8=1226/516 BOT CHORD 1-13=-115812]98,12-13=-1164/2809,10-12=1813/4391,9-1 p=-12032866 WEBS 2-12=-]06/18]8,3-12=-378/149,4-10=350'149,&10=85161564.6-9=-911/3]3, 7-9=-12542990 NOTES 1)Wind ASCE 7-10;Vu11=130mph(3 seaond gust)Vand=l of mph;TCD-5D;gsf;BCD".Dpet;h=25X;Bd lt;1-2411;eave=4f1;Cat. 11;EV 8;Encl.,GCd:xD.18;MFRS(direction):cenlileverlae exposed;porch NX and right eywseq Lumber DOL-f.60 plate gap DOL-1.60 2)Pitnods adequate drainage to prevent water poMbg. 3)All plates are W20 plates unless mmim se Indicated. 4)This lass bas been designed for a 100 psi bottom chord Ilse load momer anent with aW ater Ilse loads. 5)-ThN thea has been designed for a Ilse two of 20.0pef on the bottom chord in all arena where a rectangle 3 6-0 tell by 2-0-0 wide will et beramem the bosom chord and any other members. 6)Provide mechanical connection(by ahem,of Ihse to Deering plate tapable of wieeamnang 551 Ib a Ald at jdnt 0 and 538 to uplift at joint 1. 7) MAILED'Indicates 3-100(0.148'x3')or 3-12d(0.14813.25')Ioe-mils.For more details refer to MTekn ST-TOENAIL Dater. 8)In the LOAD CASES)sedl0n,loads applietl to the face of the thss are Need!we front(F)or back(B). LOAD CASES) Standard 1)Deed♦Roof Live(balanced):Lumber Immax =L2$Plata Inamemi.25 Uniform Lords(pIQ Ver,1-2=80,2-7=4i0,&14=-20 AWq aNNa-Vvlly Melpn pvnn,ereeemtl RGnNnTES ON]a15gNO 4KLY0apYllExaE£E.9qNCEVAGEMF]IYJ m'.fO0Yf0159EfOREVSE IMe�v 1l fa aceMy amm,Cmre .JW rx n4 -r uYY ur»n pXunelee Lwrm m1 11 lo,m IrvJlu -r dNdrq cwnVwcnl,ml flue me.11¢dAxlm degryw nx¢I valN memuaydaeemr*»nelaSml gMerNM1rnrvwole lNttleLLyll,lo Ra ovatll +um.a��ear. a Nlr,a:aleenwweYmlamaakdMua mRweoaa/aewdmerrimree orir.omwr,a lemnorwaal�m�enlu�W MRek' lwuei reple]Ax M411ym110 peveNctllgws Nm pc�A¢r�aivavJ kwryaMlropalY 6pn�ga. loi 9er,ndgld�ce�eDletwgeu FLpe1. .M. kHae�lbneldoy.tlaJNtvy.eraWnm[Id¢I1g orMmeaW TmwpemxwGN91/INI MIy C11e11a.OSBJ9aW aCA WWwIpCanpanxa terrye.FL 3%O }yely pygMype watdle rypn L,ahole hMliAe.2la H.lee Baal.SIb31241smx1xa VARR3M. Jab Tues Toss Type Ory Piy nwel3ss 12280TOA T15 Heli PoD G9Eer 1 1 Jab Pelereree o OBael B WiNC Wa mSupply, Jac'¢omille,F132258 6.0106ADf202016 MITek IMUNlies.1m, TWFBb210T:29:012017 P9pe2 ID:?"LWdm K?cWBWWIlI VV-WX911C7kckbTpM7OkDP _ryUWl(Y WWS?Y LW LOAD CASE(S) Stv 'rd C M.tw LoedB(Ib) Ven:2=44(B)5=44(3)11=39(B)13-39(B)17=-14(B)18-441B)20-441B)21=-04(B)23=-44(B)24-4 (B)25_--04(8)28=158(8)27>39(B)28=39(B) 29=�(B130=39(B)31=39(9)32-_-39(B)3 39(B) Q MONNW.Vupy Mrlpn pvatMxr pq PFJO XO1Ee PY fMe1NO NCLUOFDYIENPEfAYXCE PIOEI6)4Am.lY0YpI6BW/IEYeE L9tlIi WI]p Na uAy ulX�Mlek@co�mcl.Rt Oatlan6�adiV up=nn{xvm�elers Lwwn.aM klwmYNWAM dJCRp<wnlrawnt fol Ymryilem.B9lae�.R¢IrYdtr.)dMycv moil veMy Me¢1YktliNoltlncYpi I*">tm�elenmi W!MYY kMc9xxalx Mamypi Flo Me ove�tll EJdtgd'.uM�.BxlYgcalW hlopeimnlGCYhg olYdluhxl lnmweDad/aCMtln�sadV Mdlbv/IemFvaY WIL gwa1M¢Yq k W:pb lepYW biktlXYuxlW Wevenl cdlq wllbW�k(niunlYlYrypd Paf>a�1YDrntgn iw gxad gLLkrcertp>1bp Ta Mil Mtla�e.�'aY.a�xcRcnotltvd.'Ygol lnmesm[I lnrm MlemiuMXL/MI CLAIM 441wb.D9BMWYGLWMgCamWmnl PYW PeM EW OM. StlY YMnoM owl1Ae Yam Nrm Ra6Pu0N1a.218 N.leaslreel SYIe 312IbvaMa VRY[311, ie�gs.FL 1tY10 Job Tm4s Tmas Type Ory Pty 0 B1 E6 122wNA T16 HNf Hip 1 1 Job016114wel BeMg BWNilg GgnpoMMSupply, JwkspIMIN.FI32256 0.did Sa"Vil01 W-Wfl Inc.MUNdiee, Tue Feb 210):29:01201] Pepet ID:iKVLnJd 1650 ENO. wUbIYBhIVIWs?oy_LW 6400 11'a 1850 22-0-0 � 5100 S38 Sae SFO Scale-138.9 h10 3B= w 11 4Yb= MS= w 1z 9 19 4 S A 8 21 ] pb i 18 2 1] 1 12 11 10 � B per 11 34 it M- .10 e6=4x10= St0-0 11-1 a 1860 I 22-0-0 Sf00 8] 535 S]O Place Ofted.(Y -- 11'0.38 Edo ll ' 2-8118'0.2-1201-81 LOADING (psi) SPACING 200 LSI. DER. In (It We Ib PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 T( 0.50 Veft(LL) 0.1]11-12 >M 240 W20 24V190 TGOL 10.0 Lumber DOL 1.25 BC 0.55 Veft(iL) -0.2911-12 >902 180 BCLL 0.0 ' Rep Stress Ina YES Will 0.80 Horx(LL) DOS 8 We Pre BCDL 10.0 Cotte PBG2014/1`PI2007 Metria-MS Weight 104 Ib FT=20% LUMBFJR- BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Simdurel wmd shemin,directly applied or 3612 of purns, BOT CHORD 2x4 SP No.2 except and veNcek. WEBS 2x4 SP NdS BOTCHORO Rigid telling dlredly applied or 5-1 1 of bracing. SLIDER Left 2x4 SP Nap 1-6-0 REACTIONS. (Ib/Nze) 1=8)4N5- 8,"7V05-8 Max Hoa 1=58(LC 12) Mex Uplift 1-315(LC 8),8=382(LG 9) FORCES. (Ib)-Mex.Co np./Mex.Ten. All forces 250(Ib)or less except when shown. TOPDHORD 1,'=-178Wl M9,3-5=-214&1624,56=2142/1624,6]=182411222,78=-819/5)8 BOTGHORD 1-1D-1281/1641,11-12 1301/1648,P11=4222/1626 WE05 311=3881541,511=3331143,&11=24&585,69=-582f.106,)-9�128fl/t)13 NOTES 1)WiM:ASCE)40;Vult=130mph(>Se d gust)Vasil=101mph;TCOL�.Opei;BCDL=S.Ops(h=25X;BdM;1-24ft;eav ft;Cat. II;EIg1 B;End.,GCpi=0.18;MFRS(dlmctronal)and CC Eoderior(2)0.60 to 3-0-0,Intedor(1)3-0.0 to 5-100,Fermi 5-10.0 to 10.015 zone;porch left and right expossoC-O for membersand tomes 8 MFRS for reactions shown;IOmber ,DOI--t W plate grip DOL-1.60 2)Provide adequate drainage to prevent water pondii 3)TNs those has been designed for a 10.0 pill bacre chord live bad wnconcunem Mtl1 any other live loar6. 4)-This tmaz has been designed for a live tett of 200,9 on the bottom chord In all areas N11ers a rectangle 36-0 tall by 2-0-0 Woe yell It between the bottom clod and any other mandate. 5)PnI mechanlcal connedlon(by others)of truss to beading plate capable of wilM1mandlag 315 lb uplift M joint 1 and 382 to uplift at janie. Q WAaM/O-Vwex OallayvwM —raavu,.CN}M6Wa NGt1/e®Y/EN PEfFPINCEYIOEYF)4Anr.laW .."aPE bee, L9tlPi vtllllw v¢wilY`w1Xt AYIeA®cweeclwf.MM9gn hOavJ Mpr M1emY. auMM3 {wmalaI—II mI pni—itli,Y MNUWLaq hxe"IM1.se mroctl Wdlgdagt MRek' 6tlwTiteg4ed bMIlNatlloPovslcW4re Min Ww4`IapaWd elaYadpWwlY WnWe. fw 9atnttl P4u'SetdPdt91M Ia+�tolbn pwaae.delver, :Muxl lvo-Jyollnvesa'd atusyblemcceNJWWIGdNeN�MD]Bdem4 aeL NiTpGonpwtenl met'..OMtl. fyalTNwmgbn orver�tran Biu M6 fwlllale.2le N.lee Mee1.94b 312 Nemx1M.VRY1J14. Tanpa.FL 3910 Job Tmu Tmu Ty4q OlY Fty T1048135] 12280TOA T1] RBOI Specnl 1 1 Joe RNxelxel tiww) Bpklirg CampaWm Suppty. JacksarvnBe,FI32258 BOIOeAp2020181ATek IMup4a.ilN. TUB Fee210]:29:02201J Pepe1 10:?KVLNdmeFL?CdV6W.IWiIW11CW=nC14yISwaS4y6]g8F8_pWIXIIVNHca52LOPYFxf LV 2100 ]-0-0 ued 71. zD60 21aa P so-p ~ ]zo e-JL svl.=l:x.o 40012 Jx10 3A 4M- 3 12 E 13 a A0 fib= Ei B B ] 6 103A6 5-g= .1 II BNO 8Yb 2-000 i 15-5-0 23-00 2-100 500 ]-ZO BLO Plate Orta (KY) 130.1,0 O2A1 I6'0-2-1201-8] 110 0 9-00-2-121 LOADING(psi( SPACING- 2-00 CSI. DEFL. In (i¢) Vdefl W PLATES ORP TOLL MID Plate Grip DOL 1.25 TC 0.86 mMLL) 0.19 9-10 a99B 240 MT20 24W190 TOOL 10.0 Lumber DOL 1.25 BC 0.65 Vel(TL) -0.29 9.10 x895 1B0 BCLL 0.0 ' Rep St.Incr YES WB 0.97 Hor2(IL) 105 8 Na Ne BCDL 10.0 Code FBCM0 P12007 Matdx-MS _ WeIgM:10511, FT=2036 LLNNBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD StCttm,wood shwMng breWy applied or 35-6 co pudMW, BOTCHORD 2x4 SP No.2 except and vediwls. WEBS 2x4 SP No.3'Except' BOTCHORD Rl9id calling direplyapplied or 5-1-6 op bracing. 54:2x4 SP Nat REACTIONS. pb5ize) 10=86WO5-8,8=868M 5-8 Max Hors 10=48(LC 12) Max Uplift 10=32](LC 8),6=-380(LC 9) FORCES. (Ib)-Max.COmp.IAax.Tan.-All foou250(lb)or Owexcapiwfiala-swn. TOPCHORD 2�-1691ll1174,3-4=-144WIM,4-5-1449/l03 EA09/ BOT CHORD 940=-113011524,]-9-11431532 WEBS 3-9-28 17,4-7 iBI 25,5-]=-1199/1556,2-1?-1639/1092 NOTES 1)Wind ASCE]-10,VUIt-130mph(35acond gull)Vasd=l0lmph;TCDLd.OFal;BCDLd.gcd;1,=25ft;13=4511:L=24II eavif Cal. II;EV B;E.L.GCpl=0.18;MFRS(dheclior al)antl C C Exledor(2)01-12 to 2-100,Intedor(1)2-100 to 21-10-4 done;parch left and right exposad;G-C lot members and forces 8 MFRS for sections shown;Lumber D01--1.60 plate gDp DOIr1.60 2)Provide adequate drainage to prevent water posing, 3)This truss has been designetl for a 10.0 pill brucm chord tive laid nonconcurtent MN any other Iim loads. 4)'This ims,has been dapyped for a live load of 20.0psf on the bottom c1wN in at arses wfiem a rectangle 3E-0 Olt by2-OO WAe Wil Itt between the bottom cFnrd and arty other members. 5)Provide machanlcal connection(by others)0 Muss to Dealing plate capable of wilhstaMhg 327 Ib uplift 0 Joint 10 and 380th uplift plam6. QWAaHWP-YMh Mtlpn p�nmrm aM aEJ a so.eN red,a.MOLYOEO.aEFEPAN[E..f .11Am. anhulmT l wJYmm 1ws.I , nh bxt ^w lwlamerars Nown.mtlalw mYWKle}axsxe aaEnlUuE ryalnmose red,ir,pdsayrrtm1v.,Ir gy—uAls, mWae,the Je41n hlo B¢wmtll q/cYpcleswrt Ba JgYxM:aledklogevenl dlcpiVMMwMkAxN 111mweDm]/a lcla mamCelsaYY N�tlhwd lempnayatlFallvMlig2YNA MiTeK k RxgiraZl�M MNMOglogevnJCWgie xla,P�xa Lel[elYll Ye.yUW qW-allytlnrvye.Fa Bawltl glMicv leyx[1p Me ywwtNWltluay.CtlXay,aeclkn alOMa* .,gM awJ 111m MMaK'.n'IMplIFl y. Gknkl.lY4a9a100C31NMIIp CwMallxll 1a1. Ma Its'.Atl. 9dMy Illlpmebll vW We Ywn Ilam Llule YeXIWe,21BH lee Sheat.911e 112 NezW6h VR2431I. TallpaeFL 3Y10 Job Truss Tmss Type Oly Ply 710181358 12200TOA T1B ROOF SPECIAL GIRDER 1 Z J1,Rir a 'm8 BdNit,0omporXnt3upply, Jackeorc+ilb,F132258 B.?cgV Ape AIbhC MITek lnduan 0AKG. IIX rob2t BhZQfdB A Wc74 t ID'?KVLNOme1111AVBwJWIIvnCW-wE zlmzt %eAKGCVOXNwOEcghZOdlOVflWc]ij LT S. 4-0-0 B60 80-0 5140 1tAt o 1538 1]80 2-58 068 2-09 280 I-140 200 338 2-?. But.=1,31.6 NAILED 0,11t1 NALEG BX M10= NILE° h10> 8 ( 4M 12 ®8= 818= l6= 45= 3 ] B 9 9p2 d __ d y' 1B 17 16 1514 13 24 12 AS- fl� tl 6x8_ q II 4d= dale= = 4"6 NAILED N41LE0 NAILED MILEO 418= NAnEO 1110 3 II 4O 5 NMLEO NAILED 258 beO 630 0-0e &11-0 11-11U 1i5B 1]-BO 258 til 280 280 1-11-0 z-0-0 369 228 Plat OX IXY)- 120.]-0Etbo1130 -0 -8118Od-00-2-BA 1120Ei 0-0-01 LOAOING(psi) SPACING 2-0-0 CSI. FER In (loo) Vdafl IM PLILTES ORP TCLL 20.0 Prete Grip DOL 1.25 TC O.A eri(LL) -0.18 18 >999 240 MF20 24N90 TCDL 10.0 Weber DOL 1.25 BC 0.81 ed(iL) -0.3918-1] >531 IBJ BCLL 0.0 ' Rep Stress Inv NO W B 055orzQL) 0.17 10 We Na El 10.0 Code FBC2014 PI20W Metma-MS Weight:In lb 17=20% EUMBEW BRACING TOP CHORD 2x6 SP all'Excepr TOPCHORD Structural wood eheaMillg dowdy applied or 5S2 ac purllne, 1-3:W SP W.2 except end yexcals. BOT CHORD 9x4 SP N0.2'Exwft- BOTCHORD Rigid calling cloudy applied or 10.0-0 M boating. 891:2M SP NO3 WEBS Soul SP NoA REACTIONS, (I1,/slze) 1=13 5-8,10=1277M M Max Ho. 1=41(1.025) Mex Uplift 1-202(108),10=-220(LC 5) FORCES. (lb)-Max.Comp.Mtax.Ten.-AII fomes 250 g1,)or less except when an.. TOP CHORD 1-2=419144,23=-0446726,31.--53]]/882,4-5=38304315,5-6=-3724/606, 37=3TrN%l1,7 8=-53154381,69-272N473,9-10=9155211 BOTCHORO 2-18=-J3&4462,1]-18=]48/4538.16-1]=e]81544],1416=-50313668,13-14_89715393, 12-13=-596/338],e-12=4385185,10-11-46855 WEBS 318=-78V,198,3-17-159938,4-17-45294,4I6=19TrM7 5-18=1461997, 6-14=-153945,7-14=-18]8'35],7-1 3-5 02105,613=31&2011,9-12-4992859 NOTES, 1)2-plytifters to be ca rreaedtogethorvdih 10d(0.131-x')neige astallows: Top chords connected as follows:2x8-2 rows staggered at 39.0 oc,2x4-1 row at 0-9-0 no, . Sonom chords connected se follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:Sat 1 m at 09-06. 2)All loads are considered equally applied to all plies,except It noted as from(F)or beck(B)lace In the LOAD CASE(S)seai0n.Ply to ply correctors have been provMed to distribute only Islas noted as(F)or(B),unless animates Indicated. 3)Unbalanced mm live loads have been considered for Mia de ign. 4)Wind ASCE 7-10;Will30mph(3-r..M Suet)Vandil01 mph;TCDL=S.Opsf,30DL--S.0psf;h=25X; 3=451p L=241;gave--4R,Cat. II;Exp B;Encl.,GCpI=0.18;MW FRS(diredlonaq;Wmber D01=1.80 plate grip DOL--180 5)Protide adequate dranaW to prevent water pa ln9. 6)Tuts tense hes been designed for a 10.0 pet honan Gard live load nonarra tent with any other Ilve leads. 7)-1LIs truss hes been designed for alive load of 20.Opsl on the bodom choral in alt areas wtlere a rectangle 36 0 fall by M-0 elder Wil iX between the bottom cMM and any other members. 8)Bearing at loint(s)1 considers parallel to grain value wing ANSVTPI 1 angle to gran formula. BWlding designer should verity capaaty of bearing surface. 9)Private mechanical cormea m(by others)of/mss to Leann,plate capable of vdthdarding 20211,Wilft at Joint 1 and 22011,uplift at joint 10. 10)'NAILED'Indicates 3-1Ori(0.148'x3')on 3120(0.148'1x.25')toe-tails.For more detlaile referto MTek's ST TOENAIL Deal. 11)Hangers)or other connection devices)shell be provided sur dont to support concentrated load(5)153 In down atltl M lb W at 2-294 an bottom chore. The deaigrurselecllon of such connection devi6(s)Is the on,ameibllity al others. 'l ndeltl �y YWIBNM6-VnlyWlanpvwnrouMaFla NatEs,39/X5 xNa WCLUOEa MIIENaEFEa4NCE GEOE4iAAm.la6YNt5aEFOPEUEE pnslrro vYYf Id uxaNV Mm MRSA®LwumYdc 116aas�elviMONyuWn{rrm,elelS.Ywwn.aM xld m MMWatl Li9tlllgaxnparnl.ion 01mrysHm Pade us.xplvlGFU pkv mwlvdlN IM�N6'dMINo(Wnkln�anelersaV)ggalYMa�ala n6,],rsynhloll'eovatll IHH'LptYLLan.amJpYVkWxlYmnreVerll ructlPXaMNYad elsw�m]/aclnamxmaeaai-da-mrv..'s, dr�aysm.nd, M�'( Mdwaw eamly, SktlNatlbPevenlcoYWW w6Nna�XLdnrx4Ye+Yatl WW>IY6an[pe.fd W6'u49dducertm�Op Me kEalcalWl,yM�ehub1BMD. SdNyllbmuXm wd2XYomt�flab YUM1Me,RIB N.Iee SOeeL A/Ie 312 NeXaKAkt VPR2314. mps.FL.3Y10 I JOb Truss Trus Type Gly Ply 0 01360 12200TOR 710 ROOF SPECWL GIRDER 1 '- Jop Retererce a 'orel &iMirM Compolpnt Supply. Jecksarv0le,FI32256 B.Ot0aAp 202016 MiTek lNusm%,IIM. Ibe Feb21oz.4pW eu1/ 1•a9ee 10:'tNVLNd11eFL9WV0wJYYIvnCWwE11mYt X6AKGCVOXHv9ECKNZGIEtOVAWc7zj LT LOROCRSE(S) S1 M 1)Dead+Roel use(b4amec):Lumber Increase=1.24 Plate Increase-1.25 l form Loads(plll Vert 1-20-81,320=6 .3-4=60.45=60,56=60.6-]=66,7-9=60,12-1�--20,1011=-20 OcnceMrateJ Loads(IE) Vert 5=-44(F)6=44(F)8 47(F)18=-225(F)17=108(F)18=-113(F(1"-113(F)13=108(F)12=60(F)19-_-153(F)2�-225(F) AWIXMMW ldasaa159E .s, ceYT wlp Iw wz MY�Im Mllekkcalvn'Im INelesyn 64>stl MYupcnp m1eM Ywwn u✓]t lu m MMdld hMYV eunVwnlll rol setae Iva.xle blgq essprX mel Yenh Ire ml�umlM a va+ol la"Eamelee as wwslly r.:�P�ab nw a nln Ire waw iwpmgn.amwnewleoerornewntivwuwatwa aewwwwvdw1e 11Ie11m.I.Lr.klLuorri bllwelav�Iemlllaenl ul«Ilq s T oak, t dwvLslealMlb WlMAytlMlbpeeallcdlq®u411pJdllepFm]lilEYutl Pupelry lEEaLpB.Fd9w�wPbwR>I6Whatle ppde E BNtl. aecR%1Vq b1OJ'n9otlnmesadGIm%r1eT6 K6MWIP1GwIYCNEM11.0Yd9a tCL YI]n0<mpure 91MyIMMmmT VAQb EWnlna Mule MmRe.R1aN.LeB5Yee1,911e312 PH1uxMa VR2YJ1<. T.,IL FL 3%110 Job Tues Tran Type Oy Pty no ef3w h 2200TOA T19 Heli Np 1 1 Job PMelellCe 0 M1OM BuilJilg Component Bupply, Jenkeomilk,F132258 B.OtOSAPr20201a MiTek lnduabiea,Ire. T2017Yegal iD:9KVLNdmeFL?cWOwJVWImiCW-OOYLVS EIrF1xOBIMEo91,Pex25wUU11WJU4Poxj LS 60-0 title 1. n-Ilq 00a 5-11-e 360 2-SB Si Si= 9N II4xa= 440 12 8 18 4 I] a 2 16 ED „ - ,n a 1� 4x10= U.1 II sato= 2x9 II e v4 II 2S0 040 11-fl B 1634 1Y11-0 ?58 Bae 111-0 340 2S0 Plate ORSMs(%V)- 13'0-1-002-0I 150.240.2-01 LOAOINO(psp SPACING 2-40 CSI. DEFL n (lac) Vdefl Lid PLATES GRIP TCU. 20.0 %ate Onp DOL 1.25 TC 0.88 Ver(IJU -OA21411 x999 240 Nfli 241190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Ver(IL) -0.321011 ase] 180 BCU- 0.0 ' Rep Stress Incr YES WE 0.8] Ho2(IL) 0.12 6 We We BCDL t0.0 Good F13020147PI2007 Metrix-MS i Weight:891b FT=20% Willi BRACING TOPCHORD 2x0 SP No.2'Eri TOPCHORD Stmcluml wood sheatNng olrectyapplied or 010-)op pudlrM, 05:20 SP No.2 mrcepl and winces. BOTCHORD 2x4 SP No.2'ExceptBOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. Except 7-9:2x4 SP No.3 930 no bracing 2-11 WEBS 2x45P No.3 REACTIONS. fIDeat.) t=MON53,6=]09/0 SB Mex HOr2 1=6O(LC 12) Max Uplift i=-]2(LC 8),6i 9) FORCES. (Ib)-Max.Comp.Adan Ten.-All forces 250(Ib)or leas except when shown. TOPCHORD 2-3=-1866389,3-0=1826384,45=9628984,63=366152,5-8=628r161 BOTCHORD 2-11=-40x1810,10-11=39]1025 WEBS 410=-382/182,110=3]9/1]84 NOTES- 1)Untaxaboed hoof live Inside have been considered for the design. 2)Wind:ASCE]-10,Vulbl30mph(3-second gull)Vasd=f 01mph;TCDL=5.0i BCDL=5.Ops11 h=25it 0=458;L=241t;eai Cal. H;EV B;Eni GGpl=0.18;MFRS(Oireclion.1)and C C Exteri 02-12 to 31-6,Intedoul)3-13 to 6-40,E chard Ou(2)(i to 1 o-215 aYe;C-O for members alta tortes 8 MWFRS for reactions shown;Lumber 301 plate gnp DOL=180 3)Provide adequate dreinage to prevent water ponding. 4)This leas has been designed for a 10.0 psf boftem chord live load nonconcurrent with any other the loads. 5)'This tees has been designed for a red load of 20.0pal on Me location chard in ell area where a rectangle 3L-0 tall by2-o-O Wide Wil0 beMaen the bottom chord and any Other members. 6)Beadng at joint(s)I considers parallel to grain value using ANSVTPI I angle to grain formula Building designer should vetliy capacllyoibeanngsudace. 7)Provide mechanical connection(by others)of tees to weing plate capable of wiahatanding 7 I,uplift at joint 1 and 140 lb uplift at joint 6. QWxaXMOVeMx CVlpn pumrelen entl NFAa NOTES ONTa6INO tlI[L UOEa MIIEx NEFENINtE PIOEM6)OAm.laOl"NIaeEPoNE YSE I]rl,1 WYJ IorusaYYa'Ifn M0.44�euneeeraelM Wi'mn klmsoyorlYurm WdnWe¢SMwn.witlkla m MNvklunl lLiLrg cdn�rmf.ml nIr�asyxlAn.Pala¢v¢.Ire GYRgde�rwr rrhei wMn fMq{Xx1MlNorOmLJrlpmwlar Vq wMtiHn MUWaellYa tlaker Yrlo a�uverW Aarodedwr.1xMgb8xaedk,OParau wexW'oawlMa.+Nawmane/erandmer4visaW.neuwrrn,wripuiWYoap.mvwn,amM kWgare}fNbWtitlyatlbpeVY9ualW a1ml�lepenaxd YAry WpcpulYMry (a pJierdyWRlCe rego�gtu biMPerYe Etl eN4. kgxY11M.Wrye,EYrerwxaMm]hwxgolli.avatuM MMRrr¢.xseW WMI OWIYCM9v.DlBdaYq M]INYMyCmVwiere 9lNy1MMIMgr v/SLLM M1Wn Ina Nub f¢XhM,21BH.Iee Skeet 5�312.NexmtlAl VA2R311. Tenp,Fl 3x810 Job Thee T.Type OtY Ry710/01360 122BOTOA T20 HNIMp 1 1 Job Reference o -anal BMldrp Component SvpfBy. J9axe0miIM,FI32258 B.are VAr Mi Too Fee D 10:9KWdmeFLlWIzmCWdjiR?GWBNaawJOioVW0XUryEdhO�LR gp0 1211-B 1558 tb 2-Ito 8 8-00 N1 8 2g0 -' 7 SWe�101.1 110 31 4b= 1] 4 AW 12 I6 2 y 9 Ip 8] 0 g so aM= 2[6 II 4x10= 2N II e X4 238 8,00 12.11.0 1290. na1L 2-ae 540 bttb 2$0 2SB Plate Onsets - 9:0100.281 LOADING (pal) SPACING 2-60 Cl 'DEIR- In 0.) Vast Ud PLATES GRIP TCU- 20.0 Rate Grip DOL 1.25 TC 0.88 Ved(LL) 0.1211-15 >90 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vw(TL) 0.3211-15 0688 180 BCLL 0.0 ' Rep Stress Ina YES WE 0.46 Hoa TL) 0.11 6 Na Na BCDL 10.0 Coda PBC2014]TP1200] Mahlx-MS _ _ _ Weight 9310 FT=20% LUMBER- &RACING TOPCHORD 2x0 SP No.2'Excepe TOPCHORD Structure!wand sheathlog tiredly applied or 504 oc laughs. 3S:2x4 SP No.2 except and ver1ka15. BOTCHORD 2x4 SP No.2'Idmept' BOTCHORD Rigid ceiling directly applied or 1000 oc bmdng, Except: 7-9:2x4 SP No.3 6 60 oc bmdng 6]. WEBS 2x4 SP 1,10.3 REACTIONS. (Ib/aIZB) 1=7260&8,6=70G053 Mex Hou 1=80(LC 12) Max Uplift 1=82(LC 12),6=-128(LC 9) FORCES. (th) Mac Comp.Mfac Ten.-All tomes 250(Ib)or less except when shown. TOPCHORD 2-3=-1497/304,3-4=114524],45=-114524],&8=-8]2/154,5-8=64&H59 BOT CHORD 2-11=331/1426,10.11=329/1436 WEBS 310=32098,410=313/153,5-f0=-2631212 NOTES 1)WIM:ASCE 7-10;VJI=130mph(3secmtd gram)Veld=1 entrap;TCDLd.Cpaf;BCDL3.Opsf;R25ft;BdSft;L=24n;wee=M;Cat. 11;Exp B;Eno.,GCp1=0.10;MW FRS inflectional)and C-C FDdwor(2)0242 to 3-16,Intsnor(1)31 6 to goo,Eldw,01(2)&0010 12-2-15 wne;C-C for members and tomes 8 MW FRS for retwon,sham;Lumber DOL=1 An plate gnp DOL=1.60 2)PmAde adequate dmlrlage to ammot water porMing, 3)TNs tires has been designed for a 10.0 psi bosom thorn In bad ponconcerrent v%th anY anter live lows. 4)-This muss has bean designed for a five lead of Noted on the batom chord in all areas where a rectangle 39-0 tall by 26o wide Will Tit beMsen the bottom chord and any other members. 5)Bearing a1 jointo)1..to.pemllel to grain value using ANSLOPI 1 angle to grain roan ia. guiding designer should vetlty capadry of beedng eudece. 6)PmNde machartical connection(by others)01 luso fo beedng plate capade of wlthslaMing 6210 uplift at)olnl 1 ar101201b uplift at john 6. A&WAssaw VwWMwenpvmnwiaar Rg DN Eap11I41MOMCLa YIENPE£Ea4eCEPAGENe74Aw..f.l BEI eas LHVpn W W Iw u®wiY Nin MII�W@ttnreclo¢1Nsrletgt 6bxa1 wYY uPonpaanelan Lwwn cM1Klw m Yv]IMiutl Wa11p<anpywnl.rot marydIem. illi m .its Is �lapsv ms wMN 9ialufM'ry ortledg�ry.AanelenaM goranY hcwnc+ae-f-miq F1ollwovr, IMNtpdtyV Saigat�w:aledblo pevenl lucWr{r orYVJWNd lruswebcrcl/w chid mem�nmJy.�IM✓91¢^iL,dlr'rnarntCr«Yq k• a Mwvw retYAed Ior n44M r.x1 m wevam oa1�ants pomm r>�rte xa.r w wv>ear m��. Iw swr�ara m3eaKo tao�arm n W abkulbi.Yaoas.QiNaY.ereclWimlda:Vq m�mdlasmemisMrleV1M1(YJr1'eNnla.Osed9oW BCal wllltYCanWrnnr hwo1 UEr aarlrti�warm lora e�Rrno rsm4a.zlarv.laaslmel.s4l.alz NeRogh vnnal9. Tnrye.n as+a Job T. T.Type Oty Ply rlo43ia6i @280TOA T21 Roof Special 1 1 Job Reference o tonal Building Component susply, Jsclwunvills,F132256 8.010s Apr Iedwimax.exlndurnme,Ind. Tue Feb2107:2db14uI7Page1 ID:?KVLNdmeFL?cdVBwlvVilmlCW-Lpl5wn?uH6VIBkL4Thd11eEveWrylagBdiADSz(_LO e62d ISI. 1F8,1 161.4 zad8 earOJ 1]z 1 9 81 ze9a 3°94 ioao I�ea 114 144 aI 11<n I<a rz 1aa acs soa age W I ysy=I.M3 oda Danz 14p ulna firs= n 1° 15 nmxlz= p 8 400 P-2 I'm 11 sW g g 2 1 R1 23 5w6� h10= 3 a e b 6 4x5 s 2 az 3 27� ze lw�a ld a as 4i5= 35 36 34 33 31 30 29 °d0= m511 U10- are 46= a6- &4 ll 258 100-0 ISSB 1]-0d tae-10 29b0 3°80 3663 2S0 ]i8 358 2-212 bob 6D8 5-00 40d Pbte OMwd Y 4,O 8EOe 10;68-00.2 14:0300-23 250-1-OE a 26A-3-12E 3):0-2EDOA LOADING(psi) SPACING 280TIE, . DEFT. In (lac) MdNI UO PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 0.56 Ved(LL) 0.15 3841 > DID 240 I'll 24G190 TCDL 10o Lumber DOL 1.25 0]t Ved(iL) 841 3841 0510 160 BCLL 0.0 ' Rep Stress Ircr YES 0.81 H0r2(TL) 0.01 28 Na We BCDL 10.0 Godis FBC2014JTPI2007rix-MS WegM:2]0lb Fr=20% LUMBER- SRACINO- TOPCHORD 2x4 SP NO.2'Except TOPCHORD SWntual wa00 shearing dinecity applied or 441-2 d0 xUrire, 1 2x -3: 6 SP No.2,3-18,1&26 2x6 SP No.2 except and verticals. BOTCHORD 2x4 SP 14O.2'Ex0l BOTOHORD Rigid ceilllg dlif BWIIW or 680 oO poll Except 35-3]:2x4 SP Ni 1080 oc loading:238 WEBS 2x4 SP NO.3 WEBS 1Row at mil 10.34 JOINTS 1 Brace at Jt(s):10,13,5,20,24 REACTIONS. gloislze) 1=5140-68,29=]02N-53,34=193810.53 Max Ho¢ 1=)2(LC11) Max Uplift 1=51(LC 12),29=93(LC 12),34=-283(LG 12) Max G.1=540(LC 21),29=)02(LC 1),34=1936(LC 1) FORCES. (Ib)-Max.CmispMazren.-Allbor ea250(Ib)orlessexceptwhen.hown. TOP CHORD 2-3=-58W100,34=-54N129,45-788224,67=78W24.7-10=-78a1224, 10.12=]5&282,12-13=J5&282.1318=]53281,1620=-]55281,20-22=-053281, 22-24=-]8&288,24-25]69@88,2526=-U& S5,26-2]=-9]1/188,2]-26=1231223, 23-29=50ldl07,15-1]=1f1Y 8-8--3IN31.LfiQ f9-21=4&281,21-23=1-14- 23-25=-101190],4 :-6DS00,6553281,69=45205,9-11=30298,—155 14=13281 BOT CHORD 23&-801551,3]-3&-89595,3435=-0.5&2),333d=59093,31-33=155/d8], 30-31=-23411263 WEBS 17824106, 10-33=236'1392, 22-33—3]4116],2633=-04628,2831=D/341,2]-31=-441/83,2]-3R-034I148, 2e33=-23011294 NOTES- 1)Undreamed roof five loads have Lean considered for this design. 2)Wind ASCE 7-1 O,Vult=130mph(3-second gasp Vasd=101mp0;TCDL=S.Orod;BCDL--5dpst h=2511;Bd511;lLnft;esus=SM;Car. II;Exp B;E-L.GCpi=0.18;MW FRS(directional)and C-C Exrerbr(2)0.2-1210 4-2-2,Intedm(1)4-2-2 to 393-12 xxwC-O for membem and forces&MW FRS for reactions shown;Limbar DOL=1.60 plate grip DOL-1.60 3)Provide adequate drainage to pawl water polldilg. 4)Ail plates ere 20 MT20 uNess o6wprom iAn cead. 5)This truss has been designed for a 10 0 psi bottom chON live load manconcude rt WM any other live loads. 6)'This Vuss hes been designed for a live load of 20.0psf on IN bone n crwd in all areas where a rectangle 36-0 hall by 2-0-0wide in M banner he Whom chord and airy other members. 7)Bearing m joint(s)I considers parallel to gain value using ANSUPPI 1 angle to grain f rmmla Building designer should veMy capacity of beefing surface. 8)Provide mechanical connection((by otherm)of turn to bearing plate capable of 51 Ib uplift at JOIN 1,0 to uplift at joint 29 and 2831b uplift at joint 34. 9)GlapNlcal Doubt representation does not depict the size or the orientation of the Wdin along the top anNor bo8an cFard. Q W4/iNWa was,wwwwwww E padimeO LVO ers P4a f EVSE OverM Wp la use IIv,wnn. I :wxlrtne4D atr A nIYrF I,I l— I. IM Wrtes.�fae¢e.IM W Wrg MsM nm1 xnN K uuM� Irskn tl A ^k rst owdn. 9a Jq YtMCNe.]h b Pe N WcpM WIMMYW inm web oro h ,, ien , Y A"IT fr I ��wni1-de [Tek* aNe'damcowdw[YlY4yab bPeva,ICWgee anti n KJe rydimat al.1=Ity�tvvaNw_lafpuuad r{ukgwrtxpWn ne 11 COIbl ilaane.tltlNery,a'eclMnmO[xafrp of TnwaaMlllmipferrtS N/1%I9uMIN mea CMxp,D5ad9aM aC 51WWIIq COm�rwnl Falb FUal barew pmeblr wS2ie M1wn I.allxellllle.um we Slleei.Dile JI3./4Blla1dMl VA 1S1 a. Tnge,FL—I' JM ;i is TlueTyp DRY MY 0 B1 6 122BOFOA T22 Rcoi SpecW 1 1 6tiW¢Ig(`anpmenl Srglxy, JecFewvlM,Fl3[256 8.010a Pp 202018 MTek lNnhm,lnc. Tue Feb 210729 p201] Ppe1 ID:iKVLIWmeFLIcdVB.xNYIxmLWp90TnOW2mJwM61MR1a04m1NIweNErt]HjkNij LP PS-12 128-0 1]N 1&168 26312 J2-40 3968 ]512 S64 Std 22-4 664 6N S&8 4 Ie=1".a Q6= 4m 12 N4 u 5 8 25 h4 I' ] 4 BM01 08= a5- 3 B B 13 28 g1 2 c 1a 17 1s 161sn m 13 1z 11 m 410= 2ta 11 _ &411 s911 ass- ass- 2W II - 410= 238 ]612 1210 15-" 17X 2x&12 W-10 3358 2S3 S94 S90 111. 2Al2 &]-B fist 6&B PI MOttsMs(lCyl- I3'Dd-4 Ed LIB'08-00.2-BI 118:0.4-00.241 LORDING N� $PACING 2-P0 CSI. DER- In (loo) Waft W PLATES GMP TCD_ 20.0 Rate Grip DOL 1.25 TO 0.87 Ved(LL) -0OM13-14 s989 240 MT20 2441190 TOOL 10.0 Lumber DOL 1.25 BC 0.]a Ved(TL) -0.5113-14 s507 180 BOLL 0.0 ' Rep Stas Incr VES WB 0.98 Horz(TL) -0.05 14 No Na BCDL 10.0 Corte FBC2014/FPI2007 Matrix-MS Weight:2241b FT=20% LUMBER- BRACM6 TOPGHORD 2x4 SP No.2'Ex�pt TOPCHORD Shxturk uvotl sneatring directly applied or 365 os pullme, t-3:2x8 SP No.2 except and vertows. BOT CHORD 2x4 SP No.2'Exwpt' BOTCHORD RlgldcellingdimdlyapplledorlP0-00cbmcing, Except: 15-19:2x4 SP NOS 6-0-0oc bracing:1314. WEBS 2x4 SP No.3'Excopt' 514:2M SP NO.2 REACTIONS. (Itheze) 10=)3&0.5-8,14=19041&58,1=55510-SB Max Ho¢ 1=74(1-011) Max Up11ft 10-85(LC 12),14_--iBO(LC 12),1=49(LC 12) Mer Gmv 10=771(LC 22),14=1904(LG 1),1=562(LG 21) FORCES. (IM-Mex.Cenp.RAax Ten.-AP tortes 250 gb)or Nes except when sNwn. TOP CHORD 2-3-1129/175,3-4-357P5.4 S=-2fa%1.5 -0/471,6-7-879@29,7 8-8=1320/194,&1 R-]06/165 BOT CHORD 2-18-MAOS8,17l8=-1M095,16-17-29291,11-13-20&1342 WEBS 317=-8(51188,4-17=-1/463,4-16-856048,14-1f 832/19],5-16-287/134, &14-1019488,6-13=19&1158,]-13-43]/191,8-13=52&121,&11-39 VI39, 911-192/1356 NOTES 1)UnbaMnwd mol live loads have been conddered for this design. 2)WIN:ASCE 7-10;VWt=130mph(3 second gust)Vasd=t Minim;TCDL-3.Opsf;BCDL=S.Op f;h=25tt;B-s5ft;t_-3911;eave=5fl;Oat. II;Exp B;End.,GCp1=018;MW FRS MiN tionap and C Exterior(2)02-12 to 4-2-2,Interior(1)4-2-2 to 19108,Extmor(2) 1910-6 to 23-314,Intenor(1)32 9 o to 3&3-12 zone;C-C for members and tomes S MFRS for re whons sNvm;Lumber DOL=1.60 plate grip DOL=160 3)Pmvitls Ntlepwte drainage to prevent water poNmg. 4)This arse has been deslgned for a 10.0 pat bottom chard live load nonwo urnsm wltb are otm r 110,IONS. 5)'This truss has been deelgned for a live load of 20.Opsf on the Whom chord In all areas where a ractepie 330 tell by 2-"wide W 1 at between Ne bottom chord and eny other members,Who BCD L=10,Opt, 6)Bearing at tutorial oonslde parallel to gran value wing ANSI]FPI 1 angle W gran formula. Bulging designer should witty ospadry of bearing surlace. 7)Provide mederecal mraedlp(by others)of muss to bearing plate caped¢of withstanding 851h up11tl atjoint 10,18011,uplift at Joint 14 and 4911,What at joint 1. tlWxNXMa OOv Cvpnpve,minaentl DEAD NOTES d rM6dNDYI[L UOEO tlIIEN NEFEFNNCE..a asinoo e. L3J RN,IMpIw rm WY Wh WISMWm OAvvO nPAdety fano xe]aeYr Den1>an M�5 4a1dI hI1M ., 1 Iran Mian BZlae ue R¢dYtlrq tleYlrwrnMlveNy MagpticdMlNoldeyT paanelenatl I.. 'v ttk lent t 'ry °r.wceawr.rrmrok��sroaewnlnrAlneerne.elinin¢v,�omaa�r..dmenmenmv-�+n..� err-�w mol .a L.Imr MiTOke x W.v/sraramnr wsrmdrowevanOaaa v.�m+xooewex HEVaeeroNv�rrp% rw 9avaa u,ax-.vx,u..Ovw me tivkm�1 Gape.EWay.axcxMTd WUJrV ollnvesmi Mn Mlamiae4M9/IPII GUNy Mxh D46a9an0 eC51.....Compenenl 6804 Pa,b Evl BIA. }Gely YGmdbrr avWyexdn sen PMe Incl 21814,lee Sisal.SIM312 Narm%a VA'd]14. ienpe,Fl]M10 Jy Tlwc This Type Oy PN 06135 122BOTON T2t Rcol3wcN1 1 1 .kb Relereice(celio1w &iNprw vp Careha Supply, Jecl¢wrvil&Fl32255 6.010e4yr 202016 MTeklMutriea,llc. Tw FA 210]:29:Od 201] Pe9e1 ID:9KVINdwFL]cdVOx.NYIsnCW-HB�cLTiOo.NO1VIE445mHJ]AYGOQn3JMSNl�LO ]312 1260 _i 1]84 118100 F_ '15312 3080 � 3450 ]-512 SOJ S2a 2-2-4 5th 45A 8dd 6cel4-lO00 09= 4.00 FIT 2"4 II 6 24 25 y4 II ] 66= 4M= e.19; 0 0 3 23 18 � t 2 AI 10 1] _ 2W II 4w5= 15 16 1427 26 13 12 11 10 q10 34 51 II W 46= 0M art= .10= 230 ]312 F 1260 1554 1]dd 26312 3080 192801 3850 268 di 56d 2110 2212 87 146S0 200 BAB Plat OSsets(%5,I-- 13'0-4i Edo 1 (6'0.30 Q2d1 116'DM 62 1 LOADING(psi) SPACING- 2-0-0 C81. DEFL. in (-) Well IJd PLATES amp TCL- 20.0 Plate Gap DOL 1.25 TO 0.98 Ved(LL1 -0241314 x999 240 M]20 2441190 TCDL 10.0 Wantai L 1.25 BC 0.]8 Ved(TL1 -0531314 11 180 BCLL 0.0Rep Stress her YES WE 0.98 Horeri-) -0.04 14 We nor BCDL 10.0 Code F13020147] Mor Mattlx-MS Weight:226 to FT=20% LUMBER BRillat TOP CHORD ;%4 SP No.2'Euepr TOPCHORD Structural wood Mian g directly applled, adept end vet11cals. 38:2x4 SP No 1.1-3.2a SP No.2 BOT CHORD Rigid wiling dlractly apglad or 1600 m bracing. ExwpC BOTCHORD 2x4 SP No.2'Exwpt' 6-0-0oo bracingr l3-14. 15142x4 Be Nod WEBS 2x4 SP No.3'Except' 514:2x4 SP No.2 REACTIONS Dulsize) 10=i351Q5-8,14=189810.5-B.1658038 Mex Horz 1=89(LC 12) Mex Uplift 10=-63(LC 12),14=-186(LC 12),1=44(LC 12) Max G. 10 T13(1-0 22),14--1898(LC 11,1=564(LC 21) FORCES. (m)-Mac Comp./Max.Ten.-MI forces 250(lb)or less except M.shown. TOPCHORD 2-3-113W16D,34=383159,4-1--04/'54,56=0/465,8-]=-860208.7-8=835/138, 8-9=1188/1]0 910=E89/1 i8 BOTCHORD 2-18=18311092,1]-18=183/1101.1847=35286,1113=-1]6/1201 WEBS 317=8851169,4-17=2/46$4-16=8571148,1446=A28ry94,5-16=2831130, 8-14=102GR00, 6-13-19111122.7 13=343/157.913=-ifti 0-11=3051129, &11=165,1186 NOTES- 1)Unbalanced mol live loops have open considered for the design. 2)Wind:ASCE 7-10;Vu1t=130hi(3-s6pond gust)Vas0=101 mph;TCDL6.Oi BCDL=S.Opsf;82511;8511;L=3911;a essi Cal. 11;Exp B;End.,GC1:4=0.18;MFRS(dlredlonal)and C-C ExNr1,42)0-2-12 to 4-22,Interim(1)4-2-2 t01910.8,Exterbr(2) 1910-010 239,14,I130 si m 393-12 2oni C for members and tames 8 MFRS for reaoliow shown;Lumber DOL=1.60 plate are DOL=160 3)Provide ad,w a drainage to prevent waler pending. 4)This eras hes been designed for a 106 pat bettors chard live load no wmawrrez4 alto any other live loads. 51'This truss has been designed for a live Ioatl of 20.Opsf on Ne ootom chard in all areas where a rectangle 38-0 tall by 2-0-0 wide Wil fit between the Whom chard and any other members,Win BOX=10.Ops1. 6)Beating at joint(s)t considers parallel to grain value using ANSVTPI 1 angle to gain Ionmula. Building designer should verity oapedry of beating surface. 7)Provide woman oal connection(by others)of truss to healing plate capade of Withstanding 83 to uplift at font 10,1%Io uplift at joint 14 and 441b uplift at joint 1. Q sys.-assay sai ar./NBE4BN07Ea CM has.PCLYefO.Be£EM4NC£MOEIWYAI6 BEFORE a9a CeYyr WYJ lw useaHY'�xeh Mtxt®ani,ins,i Ms-sy, 6 uwd MY,lordever,I .,- atlkKKm MM1bulhiMg canpsenl.rot nuIImWd Belaeme.X¢Uwypde4yWrmm tlNnW q{JE2YNadsYgnlMa^^neon p.rlyhcapaale ns Gmbn Furnnwadl Wypwason Balpxh[CaMdalogavmt WCM�p OIYMWxW ldmweDad/a ladmxmlm aYY.7W]Md WmVxaYatlµ'mv¢nlb¢xg MR MRek' adVla'RaPAedM tl2iMaWm lr ilarbe.tlelNery. Weavdwdlc¢dxlqp.�a MNaI1rmWaYxMIenormreho"...wYwJ mi stUYlwass bat" 4Wd�rwce rt9 y9nw sidatu sees, Wfion,. M312 NtemnM .1v14. BM. Telrye,FL 341a JOE Thee, T.Type Wy %y 01-1380 12280TOA T24 Roof 6peciel 1 1 Job Reference(oofiore I Bwldinp Component6lpply, Jec'aarville,F132256 L1odg8 pr 20mCVV-ITek IMIMEIeallc. The IVbf]29:102b1] Paget ID:?KVLNdmaFL?WVBwJWiIzmCVV-IOLEYsx-,-u K2B41&IOKIVaOeeleeDWGMCgOnq_LN 5-01-02 { 1210 170< 1&1601 24312 20&0 31-N 30-SB 6i1-12 64J S4Y 2-34 <-Sd 6S4 SH Sb4 EcaM�19]8 4m Ra - e z4 7 II deal 2 OR= 3 4 se a 0 10 2 2 2 22 J 1 I 18 t] 16jar 15 Id 13 12 11 are 4x10 36 2el II .d0 I 9-1614 tiBJ 24312 2080 94-1d 3950 9-to-t4 - 6]A ssa Saa S+-a Plate Oneela(XV)- I1'OSO Ed Irr00O0-1-12I rB:o-bO Ed t LOMM(Pel) SPACB4G- %0 Cel. DEFL In (fin) (Med Ud PLATES GRIP TCU 20.0 Plate Grip DOL 1.25 TO 0.50 Veft(LL) -ON 1321 >999 240 MT2O 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Ven(TL) -0.23 1&21 >905 160 SCLL 0.0 ' Rep Stress Ina YES WB DOS, Horz(TL) 0.02 11 Na Na BCDL 10,0 Code FBC2014 PI2OO7 Maldx-MS WelgM:21611- GT=2036 WYBER- BRACING- TOP CHORD 2x4 SP NO2 TOP CHORD Smanaf wand sileatb'mg directly applled or 5 712 oc purlins, BOTCHORD 2x4 SP W1except and verticals. WEBS 2x4SP No.3 BOTCHORD Rigid ceiling d0ectly applied or 90.0 nc bracing. WEDGE Left:20 SP No 3 REACTIONS. (Ib51re) 11830.5-8,17194/0-50,16=2014/0-5-8 Max Hoa 1=106(LC 12) Max UpIIX l l-6%LC 9),1=60(LC 12),19=252(LC 12) Max Gmvlld (L022).1=5M(LO21),19=2014(LGll FORCES. (lb) Mem Comp.M Ten.-AII forces 250(Ib)a less except when shown. TOP CHORD 1-2=9821120,24-&MR03,4-5=-121144.56=2&1140.6]=3111122,7b=-306W, 8 9-]2&105,410=6841112,1611=635/148 BOTCHORD 1-1 6=-175 910,1618=6101j 15-16-662/140,1315=-1 W/]20,12-13=11 W684 WEBS 2-16=483R85.4-18=-31Po12.4-16-1B)O185,516-135(1321,Si 5=-23511195, 7-15�147,8-1'=62411 W.&12-_-3931141,10-12-13383] NOTES 1)Unbalanced moi live loads have been considered for this design. 2)Wird;ASCE 7-10;VOW 30inptl(3-second gust)Vasd=101mph;TCDL=SOpeF,BCDt_5.0pe1;h=25X;B7 S t;1-3911;gave=51tl Gat. ll;Exp B;End.,GGp=0.18;MW FRS(Oradlonal)and C C Ededor(2)0-0-0 to 311-6,Intrew(1)3-11-9 to 1910-8,Exledor(2) 1910-8 to 23-414,Inteda(1)2390 to 343-12 mne;C.0 for members and fomes 8 MFRS for reactions assid;Lumber DOL=1.90 plate grip DOL=1 60 3)Provide adequate drainage to prevent jester forcing. 4)At plates are 4x5 W20 unless otheranee Indicated. 5)This truss has been de signed for a 10.0 psi bothOm chord live Toed norasnarmft win any other live loads, 6)-Thi.tales he.been dealgned lora live load of 200psf on the bodom chard in all areas where a momin,le 36-0 tall by 2-0.0 wide efil fit beMmOn the Whom chord and are olber mwnbOm,Will BCDL=10.Opsf. ])Bmvitle mechanical wrimaon(by Oil M truss to heading plate capable of Mmstaldlllg 69 to uplift at joint 11,30Or uplift at joint 1 and 25211-uplift at joint 16. QWIMIMa axrsj, e e E XCE aE .E Derfun f a .1 I 1 a,¢ss IY II A% IM 1 F4 Ila 1. nma a -- 1 u - a - 1 ilP r I IMmkq ((• ad ..,w� 11 4xn �' s•>b u1Wm,L1 - x as .xx e tea, n� roan IeixF,nlbn.sla 0.y..tleYvary as 10 of aMly a¢Ip oln N os 5lee �sseAX9/fl IQpI1H CMM .0Ad9aM aC31WWYp Componwl .W4F=R. ayeH MmmIIM w,Y2H firm am FWle Lslllule,410 L1-S1.1,S41n31>Na�oxMi VAR4314. inlpe,FL =10 Stlle ;;it :i 1; T.Typs Oty Ply Tt0451365 122BUTOA T2$ Rad Spaced 1 1 NDN a w Buildup Component authors, 32258 p s Wmllemnm ,Iz. wu , _M ID:? VWOmaFLhVNmew0KMBLVv2i0U1 WuOIuOeFxOMDi_LM 299e 3348 3o. 80124S0 680 638 I 3 648 &0 Srele=I We ass s ] be 1 6 26 6,12 c it gr6_ 4W 12 3 4 23 tl d6 2 y 21 i b,td M6 it 12 11 10 6 24 II g 4,10- y12 MOSS 6�- - 1] 0 t5 4�- 41= 2M II 8511 6412 12-OL 1<38 i6S0 1 2550 2886 1 3890 6412 Sl)d 23-0 4S0 690 438 bitd Plate On to(X,Y) 1 '0-0-001-IR 13'0.58 -0116'0-2-00.2-01042- 0.2-0119U-2d 0.2-0113: 2-80481 (14'03&0.2<1115'0.28044111TO2S 0.801 LOADING(pail SPACING 2-0O M. DEFL ngac) Veen Vc PLATES GRIP TCU- 20.0 Plate Op DOL 1.25 TO 0.90 Verdi -O4712-13 >S53 240 WN 2441W TOOL 10.0 Wmbm DOL 1,l, BC 0.9] Verlffq -1.2012-13 a337 180 M18SHS 244/190 BOLL 0.0Rep Shear do YES WB 0.88 HOI2(TL) 0.32 8 We We BCDL 100 Cods FB02014RPj2 Mehlx-MS Wailht 190 to FT=20% LUMBER- BRACING TOP CHORD 2x4 SP SS-Except' TOPCHORD Simclulal wood sheantic,tlirecny Sol except end verticals. 5-7:as So Ni BOT CHORD Rille telling Middle applied or 2-2-0 x bracing. BOT CHORD 2x4 SP No,1'Except- JOINTS 1Bmce at Aid:14 13-15:2x4 SP No.3,811:20 SP Not WEBS 20 SP N'S-Eydi 14-17,6-10:2W SP No.2 WEDGE telt 2x4 SP No 3 REACTIONS. diddle) 1=13484-58,8=13431038 Max Horz 1=194(L012) Max Uplift 1=-126(LC 12),8=1691LC 12) FORCES. (Ib)-Max.C«np./Max.Ten.-All fomes 250(Ib)orleea excpt when Orlon. TOPCHORD 1-2=31731437.2-3521?11,3-0=50111810,48=4990/19g58=-37801538, S]-13]121],]-8=13052]5 BOTCHORD 1-1]-5]92938,13-14-80112 13=852/4641,1042=-6oR36]],9-10=224/1261 WEBS 2-1]-8]424,3-14-10511026,412=4561181,3-12-]4421,5-12-299/1391, 510-19383]6,141]=5552869,214=-2]]/1582,6-9=-15491327,]-9-_.3632054, 610-,PTe3066 NOTES 1)WIN:ASCE 7-10;Volt=130mph(Seaton gust)Vaac=101mph;TCDL=5.Opa;8CDL=5Jmf;M1=25n;8=4511;Ir34h;eave�n;Cal. 11;Exp B;End.,GCpI iQ MFRS(directional add C C EVerlor(2)0-0-0 to 348,Intedor(1)3-4810 33-]-4 2omi for members and fomes 6 MFRS for reactions shown;Lumber DOL=1 60 plate gift,DOL=1 ad 2)Provide ady lisle codes,to prevent weer ponelrp. 3)All plates are W20 plates unless otherwise indicated. 41 Tom these has been caseload for a 10.0 chef bosom chord live bad rwncmcurrent WM arty other live loans. 5)'TMs truss has been designed for a live load of 20.Opsl on the bosom dmrd in of areas where a reciftrlgle 38O Mn by 40 ends will fit beh4xen me bo8«n chord add any other members. 6)provide medldr11Get correction(by others)of times to bearing plate capable of Withstanding 1281E child at folme 1 and 1691E uplin at joint e. ed RNNe.Vahh axpn pRlmuul�sX RE.9e NOTES eN TINS 4NO HCLIIeEO WIEN REFE,V NCE PIGE,1b)4A m.laOL3J16 sedans. �d3�YGpMuwolYV Wlln MnelrtRccnucM1irs Inh Ueilpn klvmleWY+rrm Lwrm,elers Lwvm. -s I,xsid 441fl4 cun'rt ml M1u¢nyYan,.�Ip¢,w.ryp WIJp eaLLyer mel veMh n-chLewflholdespl grsamelersad gch.`«Iy Mc«perde X,keaMn YIW Rewadl pwlpe.r�.a�daYYrahxletogeYaruklrmr+axrwnn w�weo«w«cnoren,alrsm.«6r.rna6wa Nnw«v«al»nlwrsrnl,�M9 ek' ktlwary repiMlbgktlMadlo PN�J Wltpe xllbpailepMMd Ylryatl Papaly MlNq.fnpNa.YPI[WCareC.,O911w WIICUMn Y«a9e.eaAaIY.MBCXMarcl dacYq NlluWt«Mtly Mtarm®eRXWIRI GINIyCeW.eLd9m4 CNNMrIP6«rV«Ind aPo<PeMa EeY aid. ahMyyyrmxm aVylMe Ywn Bry Rde hNMe.RIa H.lea5Yee1.SY1a 312 Me,atlh VT22311. Tena.LL]3910 Jab Truss Truss Type ON Ply 710/01366 12200TOA T20 Roof Spooled I 1 Job References o tontl Building ComporeM Supply, Jazkmnville,H M56 8.010sApr 202018 MITek IrxIU6VIBa,iris. due Foo 21 Vr.d.11 aI 7 regal ID:]KVLNdm FL.a OwNVilm W-0avcm930Kh2BILWn Z2 WWx UJ FWMDz W 20.90 2IL.0 3310 318E ]yip 6114 690 690 5160 PVB Spk=1:00.8 �a a hB It 2W II N10== 21 40] 12 3 4 p 1e 2'I p xs z 1e 6 I mlz= fo 8 e ID:4 u g .10 14 3 12 df= 41= ]-01z 14ao zpe-0 zrco 3380 7412 ]3-4 B6a 69D 630 Plat Ofleeta lXVl- I 'bDO D1El l3'0-2-80301 f5:P6E Ed0e116'0-2-0P2-01 f1TPS120.1-121 (1392-000.01114'0.2-80.2-0I LOADING(psf) SPACING- 2-0.0 CM. DER_ In (lac) Utlefl Utl PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 089 Vad(UL) -0.351Pt1 =0' 240 MT20 244/190 TOOL 10.0 Lundell DOL t25 BC 0.86 Ven(TL) -0.BB 1Pt1 0422 187 BOLL 00Rap Stress dna YES WB 0.70 Hor2(TL{ 0.24 ] Na Ne BCDL 10.0 Cope FBC20hh7P12007 Matrix ME Waght:180 lb FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP SS'EXWI' TOPCHORD StmcNral wood sheathing directly appled losspt end veMOMs. P52x4 SP No.1,56:2x4 SP No.2 BOT CHORD Rigid calling dlredly applied or]-5-2 on bracing. Except BOTCHORD 2x4 Be No.1'Except' 10-000cbracing:11-f3 3-13:2x4 SP No.3,7A:914 SP NO.2 WEBS 914 SP No.3'Except' 6,8,11 14:2x4 SP No.2 REACTIONS. (IbBlze) 1=1351X-5-8,7=1348y63-6 Max Hou 1=194(LC 12) Max Uplift 1=-120(LC 12).7-167(!_C 12) FORCE& (Ib)-Mat Gomp.Mlax.Ten.-All lomea250go)orI.exceptwhenshown. TOP CHORD 1-2-31801418,2-3-421296].3.4=-3702/590,4-5-376V590,5-6=26321390, 6-7-1285285 BOTCHORD 1-14-5552943,Sl 1-10V995,10-11—]2013921,&10=-W92353 WEBS 2-14=-]97247,410=-44&175,510=-304/153&5-0=9]951389,6 -5113085, 11-14-571,2065.2 11=1831990 NOTES 1)WIW:ASCE 7-16;Vult-lWmph(3 and gust)Vasd=101mph;TCDL-S.Op f BCDL=5.Op3f;h=25ft;13 401;1-3411;tuna d;Oat. II;Exp B;Eno1.,GCpi=0.18;MW FRS(Ilreotlonat and C-C Eaanor(2)PPO to 3-0-8,IMenor(t)3-4-8 to W-71 zmre;C-C for members and forces&MFRS Ion warriors shown;Lumber DOL=1 60 plate grdp DOL=1 60 2)Provide adial drainage W prevent wafer pmMirg. 3)This buss has been designed fora 10.0 pet boftom chord live load rmnwrwunent win any other live loads. 4)'This buss has been designed for a live lead of 20APA on that bottom cfwrd In all these where a reMNgle 33-0 tall by 2-0-0 wide my fit betxaen the bof ern chord and any other members. 5)Provide mechani W connection(by ensure)of huss to beating plate capable of afihstandirg 126 In uplift at joint i and 167111 uplift et jounf 7. QNAIINWaVMly4WpnparnnxbnmORGONOTE50.V lMIe IMa NCLlladtlifR RffddXCEGAaEMIOenr.laffiNIBB9d6Ea5E �rWMbuxwYyMA MIa4aDcumu:Ln.R6tletlt)tkd �]MYW>7-1R Onah9[Nw.n.aW klamhAUMM MI�AV cun,Wlkni.rod eBrngsMu.BeXve Imo,tadWpdeAxlw mW vxlN t�a1�l„+Y>dNdderphpaarrslalaagnlln�nlYL�'+t*+ok nkaefpnnbmn o�udl �owTn.N+rpF�metwnaYal+wclroaxrwnlnmaY,eoaemralr.dnrarra»I:wv.vmlwr,tl kml>orm aamml +I l.�x,e !jT k' tWawnplW betflyatlb VewnicGq wlmryYYepavxYB4W atlixoCarNdmroe.lw 411r1ertl V1pw1ce1e6[IF5 tl1e evw Fehe Ean aid. Hl101C�a.deMY.as:Mraq WCMa61mrn1MaMlamweWLM1YWh CMxFr.MBdeaM 6CL WNIMCarllWrinll lWlx MyrrldsrgWYY edl,Hlchb Be94e.21BN.lee5hee4SIN312 AwmxY].VA'YLt14. iarrys.FL aas10 Jab T. Thies Type OIY PIY T10481381 12260TDA T27 Each Speucl 1 1 JOE Reference(oo5 Budding ComponeNSupply. Jackaonvllb,FI32256 8010s Ap 202016 MRek alnc. Tw FeE210]:2p:12209 Pepe1 IMKVUUEmeFLlWVewJYViVmCWNOT Vice meme905_]IHVD2GCOOOwmdvHMdOS]lvtaagq_LL ]24 1660 22-Bo 29a0 3149 33a0 F2-4 &012 6a0 680 1109 648 u^cele�189.8 4x5 c 09 tx We= a N4n n1o= 3 11 5 6 22 x61 4 20 4,6, 2 d s 9 1 6,12= 12 11 10 'd4 II 4 4x10= ad,= 4x5= 1s 14 4xe= NS= 3A r Tzs � 1499 I zza9 I zeao I a10-o ' Pz4 ]41z 666 6o-0 4-30 ' Plate OBsets(XY)-- 119-0001-e1 IS'0-0-002-6L p'Oa EtloaL[8'01-1202-01110:62-062-0I 113:0480-3-DI 115:O2EO2-01 LOADING(pall SPACING, 2-0-0 CSI. DEFL in pm) Vde! Vd PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.98 Verl(LLl -031 12-13 x999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.m Verl(TL) -08212-13 a13] 1W BOLL 0.0 ` Rep Stress Inch YES WB 0.84 Horz(TL) 020 9 We Na BGDL 10.0 Code FBC2014?PI200] win.MS Weight 1861a FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'ExcepY TOPCHORD Structural wood sheathing drectly applied, except end vedicals. 1-3:2x4 SP No.1 BCT CHORD Rigid calling directly applled or S-1 2 a owing, BOTCHORD 2x4 SP NOA'ExcepP 444:2M SP No.3,9-11:2M SP No.2 WEBS 2x4 SP No.3'Except' 13-15:2x4 SP No.2 REACTIONS. physics) t=t345r65-8,9=t 34Y03-e Max Hoot 1=194(LC 12) Max Uplift 1=128(LC 121.g_-169(!C 12) FORCES. (b)-saw Camp Ra x.Ten.-All forces 250(Ib)ohless trcastratenshawn. TOPCHORD 12=-316&/414,24=-4024/636,4-5=40M/88.58=2855/454,6-]=-2855/45. ]8=1564248,,4-13-04280 BOT CHORD 1-15=5502832,4-13=2W/104,12-13=59313134,1012=242/1380 WEBS 245=-]38236,5-13=-198/1380,5-12=318'IDt,&12=482/181,]-12=30916]1, ]4R-15)9350,1315=56129]5,2-13=181/828,&1�-3882202 NOTES- 1)WhM:ASCE]-10,Vult=lWmph(3aec d gust)Vas0=101mph;TCDL=S.Opsf;BCDL-S.Opal;b=25M1;8=1511;L=34g;save 4X;Gat. II;Exp B;poor.GCpi=0.18;MFRS(dlrechonei)and C-C Extenogi?)04010348,1113 4 Sto M-7-4 zone;C-C for members and forces 8 MWFRS for reacllons shown;Lumber DOL=1.60 plate trip DOL-1.60 2)Provide aGeguale drainage to Prevent watery Wi,. 3)This hers has been resigned for a too psi hotlom chord live load Iwncon udent spin any other live loads. 4)'This truss has been designed for a live)cad of W.Opsl on Ne bottom dgra In all area where a reclargie 38-0 WI by 2-0-0wide Wil fit bameed the bo0om chord and any other members. 5)ProWde mechanlcai connection(by others)of truss to bearing plate capable of withstanding 1280 uplift at joint t and 1Eft 1b uplift at joint 9. AL wIPNNe.YMIvtlNpn pararirelen antlaFAp NOTE4 QY 11a4 AXa wCLWEa I61FxaVLMNCE IAaEYi]ITJ m.faeYfOreaENPEYSf iMmipl n Be1«e we.IM IxlMrpdMprlw mW reilry IM g1AWMIM�1iH'fM�p'xaneHrtadrnM+�nly Ycwlvale Xtc�LL,jnlnbllw overall xwaam.a n94axrnaakrolxe.aar lx.:wlw elnaw6nd mffiwmrne/«dY.amamow.mv.A.a 0-u P«wmdPemvlw4 hlzYxl k' k dw3ry1pl10d MX MAXYmIWperml coil¢ry WlhrmWe Wcrc4Y6EYutl WUvlytkantge. r«pemtlgMarca mWxdlq Xie 6dvil.. M&A. fakgry.dwlceryaq[x«Yqd Mr¢eiaW MmMlenn reeANSVRI t OWMGlI1wYr.aA49 m]!CNaWpCanlpanwY flakii, bWyalYa M1—true RaW MMa xle 312 Nexnxakt VARx314. iarrye FL 33310 Job Tons T.Type ON Ply 710181380 1VIMTOA 720 Roof Special 1 1 JOD 14dererce(R IiR1W) BUMilq Comporanl Supply, Juksortalle,FI32268 60105Ap202018 MlTekles,Irc. Tue Feb210]:29:132017 Pagel 1D:?KVLMdmeR2cMewJVViIm1GW-9z1MBg4fMBg4151FwIOEgwx1 WlUpWb2MI6i27GVRezj LK 33ea ]Sri 1134 18da E4B0 ]2d ]-0AR 30a eP0 680 IIPa0di0 Scale=Use s 4.00112 five= 105 a4 r. nto= e 5 20 6 ] 2W she= 4 3 2 I 1B 1� 3 1 m12_ 12 11 10 2v4 11 15 14 <v6= Ove= a4 II ]3d 1430 1860 249-0 W. 338-0 ]8d ]0.12 380 390 690 Tia Rate OmWts Y 1.0.090.18 S.Pd-0628 .088E 8.0200.20 10:6200.2-0 13:0180.39 15:0240.2-0 LOADING"I SPACING- 200 CSI. DEFL in goo) Vtlefl Ud PLATES GRIP TCLL 20.0Plane Grip DOL 1.25 TO 0.96 Voi -0.4112-13 x890 240 N1-20 244/190 TCDL 10.0 LWnber DOL 1.25 80 0.90 Vei -1.2212-13 > 183 BCLL 0.0 ' Rep Sbeas Men YES WB 0.69 Horz)TL) 0.19 9 me We BCDL 10.0 Once FBC201G 1`12007 'Amb.-NS Weight:19016 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOPCHORD StmMural wood sheathing all appalled. 1-3:2x4 SP No.1 BOT CHORD Rigitl calling dir ly applied or 882 ac bracing. BOTCHORD 2x4 SP No.1'Exami 414:2x4 SP N06 9-11:2x4 SP N0.2 WEBS 2x4 SP No.3'Excwpl' 13-15:2x4 SP No.2 REACTIONS glaslze) 1=13 4 66 8 8,9=13451038 Max Hort 1=194(-C 12) Max Uplift 1=-128(112),9=16W(LC 12) FORCES. (Ib)-Max Comp.Mlas,Ten.-AIL forces 250(lb)or less except whan shown. TOP CHORD 1-2=3188/40],2-4=4IX93Ti23,45=4030/(159 5 6=-2165643,6-7-21651343, 7-0=]62/124 BOT CHORD 1-15=-5132933.413=-345125,12-13=-093/2619,10-12=115644 WEBS 2-15=-]41232,513=-24Wl M5.5-12-_-537/150.6-12=464182,]-12=301/1]99 T-1 0=-14 6 5314,840=dOM1679,B-9=1325250,1315-5982988,2-13 1 SWAM NOTES 2)Wind:ASCE root Ilve =l have been considered for this design,1Mph; 2)Wind ASCE l.,G Vud=180M RS(directional) goat)and C-01 Mph;TCDL=60to BCDL=a l;3=25X;B=45f1;1=34X;-C for X;Cat. Members EN1 B;End.,GCpi=0.18;MW FRS(tlirecfioneg entl C-C ExtedOR2)66010 gnp DDL=1.r(1)3-08 m 33-]-4 zone;C-C lar i was forces dr 8 MFRS for readi er slacent;Wmber DOL=160 plane gtlP DOL.1.60 3)FreThe w s e w b e n de age to prevent water cording. cl 4)The Imeshasbeen cialagnefora 10.0 paldo f20clwrdn the load1wnc0ard in lwith s olner haaw footle. 5)'TXiit trues has been designed for Clive loth of 20.Opsf on IXe EOtlom chard in all areas w9iere a recMllgle 3601x11 by 2-0C was will ad beMecha IXe l comecboN by other o1Xer members. 8)Pint 91 mechanical connecllon(by others)d truss to Dearing plate capable of Withstanding 12010 uplift at jobs t and 1691D upIIX at joint e. Q WA0.YNa-VNJ Myrpvmlm mORFAa NOIE4 CN 1l®INO tlKLWEO M/IENREFERIXCE FI DE NR)0l]ray.leRYca-irIs OREY3E WtlMue[xeyttti MIeWJcmwcldt RhtleWl�a wiY uµn{xvan�elars Xnwrt aq 51oi m YpM91d lxNtlep anry*+renf.m1 In6M19m.Beide wa9deda�.wmewiodcmcaf`oopwwaxndmlwcaclxrveedMama ouola�m.ldY.oldaeµain'.aowneMm5axlgaWM.Ymeiarrx 1 Mh rle4T Flo 11¢ww"a arre ain �( ao..ersmwaewnarly RRalor+w�n�alae.mmeorwne�sa+xee+vane wwa�Ivmnwu.r�wa+ae�wora�wvrtthe nth row ea SRJ. gav.W. ImNolar..la9eQ 6wN�v.aNrenn axI Ixaw.9 e1 mm�as eua e/W nu mar Nnw l ewM1 en1.Ie,p9e av and eeR RWsq eoamR.n MMeMnW'�rnJrt4e M1as Ina Fgle YMMile.2le N lee Saeel.9tle 312 Msemilh VA2R314. Te,Gl 3Mte Joe Truss T11ss Type OlY PIY MB1 6B ,2 TOA T29 Hip 1 1 Job Relerenne a 4Bnel BMtlng Cwnpan.SupS , JS,aaoa+ille,Fl31258 &af0cAp202016 Milex lmuwnec,Ilc. Tue Feb 2l a]:29:14201] Pega1 ID:)KVLMJnsFL?MVBwJVYIzmM.-0 kOA5 NNoNONOTGTL00cjx EwDA2 4-W -2 2]-00 33-30 899A ~ ]-2d —� Fa12 SBO YO0 63-0 bb Book,=1 We ]a10= am ,z Ir 5 p 21 6 22 ] 2M a6% 4 3 P 4,5 2 Is 2 602 10 6 a 19 13 6- 9= Ski ]24 163-0 260-0 T]60 3]90 ]2d >Al2 SPB ]-0-0 6B0 PINONae1s(XY1- f 'b0.a 0.l-811]42-0EOO 1112'0-08 b3ol lt4'0.2-862-01 LOADING(pal) SPAM2-00 CSI. DEFI- In (lac) VJ01 Ud PLATES GAN, TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 VGMUQ -0.32 12 >999 240 MT20 24V190 TCDL 10.0 LMnber DOL 1.25 BC O.B2 Ved(TL) -0.811314 x496 180 BCLL 0.0 ' Rep Stress Ina YES WE 0)e Had TL) 0.19 8 We We BCDL 10.0 Code FBC2014?PI200] Matdx-MS Weight 180 th FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP NO.2 TOPCHORD ErnOturel word sheathing dllrectly applled, except end verecal5. BOT CHORD 914 SP No.2'Except' BOT CHORD Rigld ceiling directly applled or 8-18 of bracing. 1-13:2x6 SP No.t,4-13:2x4 SP NO.3 WEBS 2x4SPIm3'Except- 12-14:2x4 SP No.2 REACT1011S. (IWsixe) 1=13 4 60-5&8=1345N-38 Max Hou 1=193(LC 12) Men Upli81=-129(LC 12),8=169(1012) FORCES. (1b) Am,Oomp.AAaxTan.-All tomes 250(IO)or leas except when Shown. TOP CHORD 1-2-316SO445,24=401&750,45=4036834,58=223&4]8,&7_152MI2, 7-8=12841309 BOT CHORD 1-1 4=-5 952 92],412=412/192,11-12-481224G 911=31VI521 WEBS 2-14=-]33253,512=-4431198),5-11=36&182,&11=201MI,6-9=-863"JO& ]-9=88U18]2,12-14-dO 1 942,2-12-22M28 NOTES 1)Unbalancetl roof live loads have Oxen considered for MIS design. 2)WIM:ASCE 7-10:Vult=130mph ISwandglap Vaed=101 mall;TCD1,-5.0.1;BCDL=S.Opsf;N-25g;B-,5f1; --34k;save>N;Gal. 11;Exp B;End.,30pi=0.18;MFRS(directional)and C C ExleMr(2)"-0 to 3418,Inter 3- 8102040,Ewedar(2)20-0-0 to 24-9 4 xone;C-C for members and fomes 9 MFRS for reectlons shown:Wmtsr DOL1.60 plate grip DOL-L60 3)Provide adequate drainage to prevent water mnalrlg. 4)This truss hes been tlaslgned for a 10.0 ped bottom cnord INe load rlBeaarauaent Who arty other live l0ads. 5)'TTIs Imss hes been designed for aINe load of 20.O,J on the boNom chard In all areas where a redergle 39-0 ON by 2,0 wMIS ISO 9t between the bonom chow and any Other members. 6)Protide mechanical confection(by others)of truss to bearing plate capable of wBlshuMIW 129 to up]Pit el joint 1 and 1N It,u0111 at Si i 'w9RN9W-rss,, pnpnmarm aM aFAON0E50N TMRENa NLLYOEO tlIEa PEFERENLE 19.E MLL]O]m.fa0.VNIEaEFOPEYSE. �Pf vdpWureoNVumm MnekSiamaolwx lNSJeLgnalmea aJY unmt nelerssl I.Ianaesnspyalaarnla.Wf alaaeauws,.klahtwdmld[IYeqatlarNe3wre>,4r mauWllNvkmelNmTx�e4Na%,.x9'mffiNwLmIrMae9ajnlagdaawnaa@v. al a'e MITek' ttlw'JwI Sir-be ar],oaeVwI-clloin.I h deFeiwNIM'atlPWarlYdm Aa, fd(6r,md Peart serest,coS-, {yaY.MLvl tlaRw.deNwY.ere[IbnaM lvWgole,aeeradrsaas 'wBMNT1 .G C,xwb,BYJ9ap BCYaWrgparoarw4 bade F1.1BM. SJtlyYbmnXon awala9an Ira FMa Mlnle.11BN.lee9reat SIp]Ip,Nevav]b VA'SYJ14. Tanpa,FL E910 Job Tmss Trlu Type Ory Ply T101813I0 122�TOA T30 HID 1 1 Job Rel o tlorel SuiteI%CouNbedfropply, Jeclvarrvi'M,Fl32258 6.etp 6AprANla mllerc lrouvnws.l¢. hue reRerer,ee,�a?,+�, rqp, ID:'INVLNENYZee]JxgV9TIMV9y_LI ]2d 10.9U 1818 22-60 2]AO 313-0 3360 -2d ]-0d2 31U8 31U0 SO-0 0.}e 289 yeti�1:6011 h1a 9N II W8= 4W 12 9 2 6 29 247 B B alp; n 6 Rao 11 3 a 2 21 6 1 &12= tE 13 R? 11 1a5 = 24 II 4x6= yN= 16 we 4,6- 46= 3W 11 ]4d 1b39 18-13 22-60 R]d9 3190 72d ]-0d2 3108 3169 SO-0 8B-0 Pla OB N OCYI-- 11'0.0-00- - 118'0.L00.281 IB'Ob00-2EI 115'OJ80801 I1P0-2-80-2OI WAGING(pall SPAGING- 2-0-0 CSI. DEFT in (hoc) Vtlell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(U-) -0.28 15 >999 240 VIT20 244/190 TOOL 10.0 Lumber DOL 1.25 SC 0.81 Vert(TL) -0.7e 16.1] a529 Use BOLL 00Rep Stress lna YES WB 0.94 Horz(TL) 0.20 10 We We BCDL 10.0 Code FBC201MP2007 matrix lots Weight 207 lb FT=2014 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Slrucluml waoc sheathing dVeNyapplie0, except ene verllcals. BOTCHORD But SP N0.2'Except' BOTCHORD Rigid calling directly applied or]-10-3 mbracing. 1-46:2x4 SP No.1,4-16:2x4 SP NO.3 WEBS las BE No.3'Except' 15-1]:2x•1 SP No.2 REACTIONS. ploslze) 1.134610-58,10=134510.3E Max HOR 1=189(LC 12) Max Uplift 1=-129(LO 12),10=-168g O 12) FORCES. (lb)-Max.CompuMax Ten.-All lemn2Wget running easptwhen Shinen. TOP CHORD 1-2-3169/4W.2i-401WID ,4-i 3968085,58=1951142],&7-1311/312, Y8-1311/312 BOT CHORD 1-17=-5672 9 3 3,415=843128,14-15-5]1/263],1314-5]1Y283],1193=-396/1839, 10-11=-124/521 WEBS 2-17=-]33252,5-15=-311/1(1),5-13-1205282,613=-153949,6-11=-]9&1)), ]-11=-321/142.8-11=-258/1313.8-10-1320323,151]=E032944,2-15-20&813 NOTES 1)Unbalaroed roof live loads Dave peen considered for this design. 2)W Ind:ASCE 7-10;Vult_-130mph(3-second glaf)Veat1=101 mph;TCDL=S OpsC BCDL=5.Ops1;h=251t;B=451b 1=3411;saw-4q Cat. 11;Exp B;E.L.GCpi=0.18;MFRS(deectionnl)and C C EM WN2)0 0 0 to 3 4-6,lnlerlor(1)3 4 8 10 22-0 0,ExledoR2)22-0-0 to 337-0 zons;OC for members and to.&MW FRS for reaction allows;Wmber 001=1.60 plata grip 001=1.60 3)Protide adequate drainage to prevent water porAllq. 41 This Truss has been daeigtod for a 100 psi bo0om chord We load nonconcurrent sign any other live loads. 51'This Truss has beau designed for a Ilse load of 20.0ps1 on Me Whom chord in all areas where a rectangle 3E-0 tall by 2-0-0wide Will fit belween Me bottom cford and any other members. 6)Provitle mechanical connection(by others)of now to beating plate capable of withilandlryt 129 In uplift at joint I and 1 B Ip uplift at pint 10. tl WdaXMfi-VMIY 17- 11II5IXOa'CLVOEp.-REEEMX[EVROEMF]4]]nv.I7 ISBEEOREX4E Ceagp Mtlro,�aYYWm MIekW cmrvclus.M5tle5pna Wbnal uY otos pxanelenYnwnwV klwmf�Wlunl WeRly can4'ak+nL ror IrlmiWanPIwe ve.Ila bAilgda�rermul wxlN gne gaJklMIN oldNp,Wanelersab ggn,IY da RAawv,DpdrMarxiWtx�NXaNrnYY9kAeMcmamtlbaPtoePlmev1acYMW14c+WtarNGgndpYcJIA4]BI✓FJW ll^rcml^'wRebDaRYEmM]PJWrrtaldmYe6ma[IeIWnaa.tlltiaWra on wnrpx4 m. hp Bk For,w-cieu],o 9Ya4 pari 6gBMtl. pyyt:Mbtilpoy,dalfery.aecMod b¢Ypo111rmn Wlalmsl'slemamGX9VM1 YulYCIevM.p9&MaxI aC1 WIM9CamWrxnl Te .R 3M1a yrxaly Yldmdm pttlJle M1wn Irl®IMe YUAM1Aa.RIBN.Iw SRaet SJM 31201eaavftr VRTtlt<. ^W Job Tmas T.Type ON Ply Tt049t3]1 12200TO11 T31 Hip I I Job Refs..to Boren Bumirl9 ComporWMSupply, Jeclmawille,Fl32256 50IO6Apr2020W-aYi BIXOaT.IXp. VFeb 210fSZy52Ut] Page 1 ID:?KVLaMmeFL?ctlVBwJWIIanCW-eYiVps6%90dTm6%pV2V8Ym6M XIBZyRBGXI91Rzj_LH ]-2d 1113-0 2U09 2640 2330 33P0 ]Qd W-4 Ss. 1100 S3U 180 Swe.1889 ms II ]Ilio= 60312 6 21 Y2 237 24 6 i 416 3 20 5 2,4 II Sire, 4 y 3 6 d 2 IS3 1 mnz= 12 11 10 z" II 410= = 41 is 1s 14 418= 46= 3e4 II ]-2d tL4 2412 293-0 3340 ]-2d ]J12 SPO S3-0 No PI NOthers(XVI 11'0-0901-BI IS'0. - 2 2-01 ❑'46-002-81119'0 A dl l 5'0.2802-01 _ LOADING Ipso 6PACIHG 2-PO CSI. OEFL In (la) 11,10 Jif GRIP TCLL 20.0 PIeN Grip DOL 1.25 TC O.B9 VeHLL) -0.3512-13 >999 240 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.Bt VeH1TL) -1.0912-13 a3]0 180 BOLL 0.0 ' Rep SVev lnv YES WB 0.90 Horz(TL) 0.18 9 Na Na BCDL 10.0 Code FBC2014?PI200] Malnx-MS 99111 F1'=2M LUMBER- BRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood Wreathing elredly abbled, emx lend veNcals. BOTCHORD 914 SP No.1'Excepl' BOTCHORD Rigid Will,directly applied or 8-01 no btai 414:2"SP No.3,9-11:2x4 SP No.2 WEBS 2x4 SP NoS-Except' 13-15:2x4 SP No.2 REAUIONS. gloolze) 1=134&/0-58,9=1345143-8 Max Horz 1=189(LC 12) Mor Uplift 1=-129(LC 12),8=-166(LC 12) FORCES. (Ib)-Mads.Comp/Met Ten.-All tortes 250(rig or less except wfien shown. TOP CHORD 1-2=3166/441,2-4=d034O19,45=406W]] .58=-1612 ,67=1490355, ]-8=-932232,84--12951330 BOT CHORD 1-15=-5]42930,4-13=4041149,12-13_-4992214,1012=-18WB29 WEBS 2-15=-]40245,5-13�052,542=-1130299,6-12-f %.712=-201/10]1, 7-10=-834229,B-10-26W1223,13-15-ST'M71,2-13=-1951840 NOTES 1)Unbalanced root fin loads have been considered for this design. 2)Wind ASCE]40;gull 3dral(bsEcond gust)Vas ll mph;TCDL=S.Opsl;BCDU5.0ps1;h=251L B-1511;I,-34N eave718;Cal. II;Exp B;End.,GCp1=010;MFRS(directional)and C Ededor(2)040 to 34-8,Bltedar(1)3-4-81024-9q Edenor(2)240-0 to 33-74zone;C-C for members and tames 5 MFRS for readlons shown;-umber DOIr1.e0 plate grip DO1-1.60 3)Provide adequate drainage to prevent water porging. 4)TOIS trials has been designee fora 10.0 Psf bottom chord live load nOnooraurrent with any other live loads. 5)'This truss Iles been real fora live load of 20 Ops!on th boflom prom In a0 areas where a rectangle 30-0 tell by 2O 0 wide will fit between His bottom cram and arty other members. e)Plural mechanical connection(by others)or truss to bearing plate capable of w0plandin,129111 uplift W joint 1 prm 168III Wirt at four 9. YWAXIIN6-VMNWIPn pvemrtrrtm-a-b ]FS aN]XIE an M'CLVOEOLXrFK XEFEFAXCE GA4ELN]4IDnr.16R"AISBEFOPE UEE. pay]n Vytllu oNy Nth MnNtEconrvwMvi.1Meeilpn 6lxase uYV uPonp--I-—w, form MW WAnY IurJXpmmlT"+n+nL,wl trl6Mkm.azlae Im.Ra IMYNq WLgel mulvellN n¢q(Yc211N aMNp11vm1elenaq MopwlYFaa{vaM nMO9µX1 Fro Irewelal jM0 EM3aa10 klNwybnrtlbr eVtltlie M1an ln®FAlelutlule.2lBN,tee5M1.S11e 312 PHm1MYi VA22i11. Jab Teas T.Type TIM13N 12281 T32 Roar Si 1 t Job References o Donal Builtllq GgnpOneril Slpply, JOLksprv1116,Fl9Y150 9.0106VLr 1016MiTek lMuelWe,I1r. TW ieD 21 p]:2e:1]201] PagBl 10:?KVWtlmeFL?cdVeaJWdzmCV0.2kGICC]BWgKNG6?310z5zeWtw_KIfl0U00iehj LG n.ad te8a AN Zbao % aM1Bd ]@J ]O ir 66 5 iif &] 6a0 D]d 1,604 4.00 tlm= 4m 12 e a ass% to zt 411 s ] an a.e 4; 4 a ri a 1z t aztz= tt 10 22 a 34 II am= a 14 13 44- 4* 5_4xp= 4x4= av4 II 7-2d 1430 nE4 2F]0 338-0 ]-2A Y612 624 B-N Y13 PI OBWI (X Y1- 11'0-0-00- -01 ( ' - 2 2-01112'Od-00-3-01114'0.2-862-01 LOADING(pet) SPACING 2-0-0 CSI. DEFL In gd9) Video I1C PLATES GRIP TOIL 20.0 11.1.Gno DOL 1.25TC 0.93 Ved(l1) -0.33 12 0999 240 ww 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 V.MTL) -0.0311-12 xW3 180 BCLL 0.0 ' Rep Stress Inc, YES WB 0.78 Horz(R) 0.19 8 Na Ne BCDL 10.0 Code FBG2014/TPI2007 Matrix-MS Will 1951b FT=20% LUMBER- BRACING- TOPOHORD 2x4 SP No,2 TOPCHORD Structural wood sheafrog directly applied, euept eM vericals. BOTCHORD 214 SP No.2'Except' BOT CHORD Rigid telling tllrectly applied or 8-&1l wforcing. 1-13:2x4 SP No.t.413:2x4 SP No.3 WEBS 2x4SPNo.3'Except- 12-14:2x4 SP lump REACTIONS. (Iblsize) 1=1348rOB8,8=1945N&8 MaxHo. 1=189(LC 12) Max Uplift 1=-129(LC 12),S=-160(1-012) FORCES. (b)-Max.Comp Rdex.Ten.-AIL forces 250(Ib)or less except year,simen. TOP CHORD 1-2=318&413,24=30191852,45—4034]]13,5 2345/485,&L-11911281, 7-8-12821306 BOTCHORD 1-14-5351292],412=40 M.1182=41119 11=-MI0P9 WEBS 2-14=433230,512=3]0.203],5-11=-110V308,6-11-321 SS 598204, ]-9-228112]8,12-14-541-2944,2-12=-16&829 NOTES 1)Unbelened of IN.loade fay.been considered for MIs design. 2)Wind:ASCE]40;VdI-1301(3secorM Sue)Vasil=101 mph;TGOL=S.Opsf;BCDL=5dpaf;h=25X;B=45fl;L=310;eave=l1h1 ON, 11;Exp B;End.,GCpi=0.18;MFRS(directional)and C-C Esenor(2)0.0-0 to 34-8,Intedor(1)34 8 to 26]-B,Extedor(2)26-7 8 to 31 4-12 zone,GC for members and forces 8 MW FRS for reactions smear;Lumber D0L=1 60 plate Pop D0L=1 60 3)This bras mase been Malignetl for a 100 pal bottom could lure load IKKICOIY4REI1t With any other has be&. 4)'This truss has been designed for a fire load of 20pref on the bottom Gard In all areae atlere a tecta i 36 tall by 2-0-0 aide yell lit tomemn the bottom clwrd and any other members,a0h BCDL=I0.0psl. 5)Protide mechanical conneotion(by others)of truss to bearing plate capable of a0hereadimp 1291b uplift at pay f and IW Ib undid at Joint 8. �WRRMMGVMly 4xlen puanuren enC RE4a NOTEe ON]MalNa a'LLYMOIM]EIt REFEMNCEV44EMe]ITlnr 1a0.VAI5aEFORE USE. R'eppwlld mune oNY�d MlakUwnmcrw.c Mstleag,k LvaetlaYrUWrr✓=wndors9uw,mlGram MMTM mrexa ueopunnl.ml Irrchrude �laa ue n¢tWiredeAlrer m�nl yarn rlw aArF:ilelN orcleWjrrpmalaemtl ul hcurwroM xa Flu nn uveal aAnra aeepr awmaaxx�otmemweveml rxaMm9 anewwlmeWebmdl«chloro mamb.lia+v.vndexomnlamporm uYl permararta«xa M k' kanm.rernAed rornmllNmdlowaVamlowlawm PaRnbPxev'rxl x9.rmdwac dvdaWaaa.Hx Dorcas Duks>re ra9aem9 ra Idakalbn.tlarpa.Mlwry.msa-orri gotAmuM mma+lenifeexonoro DuafFxxllw.Dae-la OdEtlreWVemywxre Ww FeM E. fyelykxgmdan anff We fiwn Dia hale Mkxe.RIBN.Ieei Street SJIe31}NemvlAl VR'Ma14. ienpe.FL 1i81a Job Tmss Trim Type Off, Ply 1-10111 12280110A 1-33 Roof Spectra 3 1 Job Reference o Aorel amblingCamporaM Stgpy. JeCks0rM11e,FIson258 &Oto sepr2u auto ml ek lntlushim,lrr. Tue Feb 210]:29.1]201] Pagel ID:?(VLNAneFL?WVawJWiImICW-2kOroC]9wXIKNG6?9roz5zeW KIPoIUSgets[ LG ]-2d 1480 2JS< 2647 8 39P0 ]3d T. 62d 624 ]-OB �= Sod.=1Los 4.0 12 a 10 20 5% 46 71 38% 4 4II 3 b 441 2 10 2 1 Pitz= 11 10 21 a la M_ u 1a 4$= 49= 3,411 ]2d t4a.o z05w za-]a s-90 7-24 ]-012 62< &24 A19 Parts Oft t KY)i I ' 000-1-8115'0-1-1202-01 IB' 2-81112'O,IA0-3-01114'0-2802-01 IAADING(psi) SPACiNO- 2-00 CM. DEFL in (roc) UOeB Vtl PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.93 bed(LL) -0.33 12 .999 240 MT20 2141190 TOOL 1 0.0 Lumber DOL 1.25 BC DES Vetl(TL) -0.8411-12 x182 180 BOLL 0.0 ' Rep Stress Inc, VES WB 0.78 Hmh(TL) 0.19 8 No Na BCDL 10.0 Code FBC20141]PI200) MMrix-MS Wafght:196 In FT=201 LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOP CHORD Structural acrd sheathing directly applled, except mol vermals. BOTCHORD 2l4 SP NoS'Ecept- BOTCHORD Rigid ceiling dimity applied or 8-8-2 oc bracing. 193:2x4 SP No.t,4-13:2x4 SP Ni WEBS 2x4 SP No.3-Excepr 12-14:2x4 SP No.2 REACTIONS. (Ib51ze) 1=1348NS8,a=1345N3A Max Hou 1=189(-C 12) Max Uplift 1=-129(LG 12),8=188(LC 12) FORCES. (b)-Max.Comp/MaxTen.-Rlllomes2W(1b)or. Nseemepiwbenshoan. TOP CHORD 1-2=316NK)5,2A---001&'628,4-5=4034/890,5A-23591465.6]=-1183/248, ]-8=-1282/295 BOT CHORD 1-1 4--523,2927,4 12= WI52,11-12=36821]9,9-11=184,10]3 WEBS 244=-]33230,512=-3882038,&I 1113729$&11=31VI694,6-9=-587/193, FP__-208,1259,12-14-534,2943,2-12=157182) NOTES- 1)Unbalanced tool flue wetly have been consldabil for his mien. 2)Wind ASCE 7-10,VUIt=130mph(3-Second gust)Vasd=101mph;TCDLi 001;BCDL=5.0psb R25ft;B715f1;1-349;eaveylft;Cat. II;EW B;Encl..GC,,60.18;MFRS(diremonal)and C C Exterior(2)000 to 34 8,Interior(1)3.4-8 to 26-7A,EAedoR2)26-]A to 30-0 0 zme;C-C for members and fomes 8 MW FRS for reactions show;Lumber DOb1.60 plate grip DOL=1.110 3)This tomes has been designed for a 10.0 psi boftom mord live bad nonmrwurranl Win airy ober live bads. 4)'This truss Ms been deNgned for a live load.1200,f on he bottom chord In all areae atter.a rectangle 34;D tall by 2-00 aide will lit between the bottom chord and any other members,aim BCDL=10.Opst. 5)Provide mechanical connection(by others)01 im9s to hearing plate capabe o1 WiMtandirg 1291b uplift at joint 1 and 1891b uplift at joint 8. AL wARNNeVMly btlen pvamMm eMRFdO NOnE9IXi IM5 ANa MCLVOEO NIrEx aEEENIN[EPA4EIM)4]]nv IOPY10159af0aEV4E �L�Valltlla um wYY teh•MIIdS cont—tors.mu,e kdmnl u9r mWn pplaneterssMwEov]Isla m rrr,rhud WWM1 wmpxent ml n se ue Ice.Me"'hib Os4➢ar mutl vellly Ma gT.ikdilry oltle9{p=xnnlelertaM rXonulY Fuxµvale IM tlagnlnb IPa wee11 et—lb"vo-limon,.am�eY meabwr evantel,rlueotY.dware llNaa.Nadl��wra merrlml.nrvr.+mlw.�l lernwwn.I�IN�em l:arg Polk' burco.dr m., lYtirymlwpeven r—mad a MTP2tlenv,-znt1Y,AcbaewVI.nYmrKKle. la Wlera Bass real ea ad9Rme .4 Pnu,Ead KdkOM morose.YwYVaY.ereclknmiM¢LVg In�aaMlnmryfte,lseMX9/I vI ., pA 49aq K3l aIMrYCarrNrnrlr aytlyylyTlblYn w6'tle M1gn Nsflalex WlO RIa N.IPealreel,3Xe 912 Ne,mxAla Vis 21314. ierryn FL]3910 Job Truss Thee Type CRY Ply TIM1374 I12280TOA T34 Whosdh 9 1 Job pwarieves04 II BUNing Com P.SlppD/, Jeclw0mllle.-132258 a.uluapr 202016 MITek lMuatrwe,lrc. Tue Fa62107,129:18017Pep e I Ip.9KVt4HdmeFLlcdVB.�'MIzmCW-Ww FEWnM191BPOM1&C UBBnmK151095jMG zl_LF 0.7.0 13.08 1448 B]0 6S8 BB'U 3u1e=1:163 ans 4.00 F12 ass 1 5 B 4 i 3 2 14 3 _ 1 rl 8 i 8 ad, 11 M5= .1a6= 4,5= 4*= PP1z 11.1 P412 411-02 Pie OX el lK.Y1- 10.30 Edpell 'DU00.1-1211562- 2 0.3-01 16'0-2- 2-01 LOAgNG(psil 6PAGM %0 C61. DEFL. In god) "I IM PLATES GRIP TCLL 20.0 Plate Or,DOL 1.25 TL 0.61 VeG(U-) -0.20 68 s999 240 pli 244/190 TCDL 10.0 Lumber DOL 1.25 BID 0.93 Ved(TL) -0.52 S8 atS1 180 BCLL 0.0 ' Rep Stress lna YES WB 0.31 Hors(IL) 0.04 13 Va We BCDL t0.0 Catle FBG2014?PI200] Metrbt-MB WeipM1t 1031b FT=20% LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOP CHORD Slmdurel Wand sheathing dimNyapplled or4112 od pudlm, BOTCHORD WSPNo.2 except ab veddays. WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 220 ac becing. OTHERS 2,41 SP No.3 WEBS 1 Row at mldpt 4-6 WEDGE Ler:2x4 SP No.3 REACTIONS fisize) 1=)8&0.58,13-]6310.38 Max Horz 1=186(LC 12) Max Uplift 1=54(LC 12),13=-117(LC 12) FORCES (Ib) Mai.Gcmp.A Tan.-All lomes 250(Ib)Griew except wren shown. TOP CHORD t-2-159&18&2-4=41 8104,69=-75AR8,59=-05'618 BOT CHORD 1-8=31311489,6-8=-165!)85 WEBS 28--4 1]8,48=-41835,48=-90&19] NOTES 1)Wind ASCE]-10;Vult=lWmph(3secon l gust)Vasd=101n,ph;TCD1=50ps1;BCDL=5.0pl;h=25X;B-4511;L=24r;eava=4X;Cat. 11;Exp B;Encl.,GCpl-0.18:MFRS(dimflaml)and C-C Etleror(2)0-0-0 to 3-0A IMedor(1)3400 to 1914 dxre;C-C for members and forces A MFRS for reactions shown;Lumber DOL-1.B0 plate gdp DOLd.60 2)This buss has been designed for a 10.0 psi boron,chord live load nonconcurrent With any other live leads. 3)-This truss has bean design d fora Ilya load of HO.Opsi on the boron,"M In all areas whores rectangle 388 tall by 2-09 wide will fit between the boron,chord and any other members. 4)Barring W joints) corwidam pamllel to grain value using ANSV]PI i argle to grain formula. Bgllding designer sh0uld verify capacity of bearing surface. 5)ProWOe mechanical connection(by Blhers)of trues to bearng plate capable of with rtandlrg 54 It,upllll at joint 1 and 117 to uplM at joint 13. QWI/WNO-VeOyaNen/wnMeeYW aFIe N01Ee eN]ea INe NLLIpEO MI2nsFJGIN 'anciIb14Anv.fOOYV. I59ElaPEV3E k 4�wLNMuaodY dT MadacweecMrs INt(lesL}nEim JdYYupcn pxanefma3om,aMala m MWAM dAWgcanperrrR rot Insryakm BBlpe�,r¢Wdq tlmLyir. rrvrslwMN fM�iKlkoLNHoI Wd{n p�amaien Tl'WMetlYhcwW ale xM(lefbln MOR✓uverdl l} d46pdoWji.a JgMlcalNNwwevtnlWCMlrgollMlhardMraweDWldclodmemlendYYA6dIMMMmgvrtyaidFarna'er�laadrq 60 TeK � aawayaragledka ndMWyaalo pewrdcdlgm ulm p+vfAepem�l fiFrY�PCPonYd�rw%RFare^rd pb�rc repi4p Me 1 Pella 3.1BNE klyCalGiaMrye.tlelNevY.erecMnavJlmig of Mroas WlM1uasMeme[zaJIWIRI WINCNxb.paeMaW eCB WM4q CerrWmwe Teirpa.FL 3bie gaelYMprMM avalie ppn rnasflole hMMa.YIB N lee Sxwl.Sdbdi4,Naxagh VP1Yfi4. Jab Tnm TL�ss TYPe Dy PIY T104813)5 122BOTOA T35 Mollopikh 1 I Rf ( ' rell adding Component Srypty. --are.FI32256 8010s ApiINmG -IOdRnCusNea GOrc OjySkl]:mMbY01] Pagel ID:?INLNdmeFL?MVBxJVY12mCW_)OORUBPSB?2deGOPP2RAOjySkIUmPNbyVlpemxLLE 61-10 1224 1848 fit-u soe ]']'4 Sub=IM.) are= W 12 are affi- 86%4x5 4 31 42b 2 15 %f p B ] 6 T9 II 2W II are �` = 4v5- 61-u 1221 1Baa sl-u sae �)1 Pb OfN KY)- do f1 Edger 110000. 21 15'0.9-00-1- 2I LOAgNG (paV SPACING CSI. DEFL In (l ) Weft tW PLATES OflIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ved(LL) -0.W B-) >999 210 Mi20 24G1W TCDL 10.0 Lumber DOL 1.25 BC 0.0.5 Ven(TL) -0.17 e-7 >SW 180 BOLL 0.0 ' Rep Sham Ina YES WB 0.57 Hoa(TL) 0.02 14 Na Na BCDL 10.0 Catle FBC2014RPI2W] Matrix-MS Welghl:lW lb FT=20% LUMBEW BRACING- TOPCHORD 2x4SPNo.2 TOPOHORD Stmc rdvnsodshealNWdiredlya ItWor B-0.0ocpudlns, BOTCHORD 2x4 SP No.2 eacept and vericaN. WEBS 2x4SPNo.3 BOTCHORD Rigid ceiling diredly applied or a-D-O d,bracing. OTHERS 2x4SP No3 WEDGE Left 2x4 SP No.3 REACTIONS. plumbs) "24N5-8,7=953/0-5$14=171/0-3-8 Max Horz 1=186(LC 12) Max Uplift 1=-14(LC 12),)=-106(LC 12),14=52(LC 12) FORCES. (lb)-Max.CompJMax Ten.-All forces 250(b)orleas neartadan shown. TOPCHORD 1-2=935131 BOTCHORD 1-8=-1851574,]-9=181/5)4 WEBS 2-7=-7181159,40-555'152 NOTES, ij WiM:ASCE 7-10;VUIL-130MM(3secmd gum)Vasd=101mph;TCDL=S.Ops1;BCDL=SOpsf;h=25h;BH5f1;t-24h;eave=4M,Cat. Il;Exp B;End.,GCd=0.10;MW FRS(directional)and CC EMerron )1Y0-0to 300,Intedor(1)300 to 19-4-4 2ane;C C for membere and fomes 8 MFRS for reaallore an.;Limber DOL=1.10 plate grip DOla1 BO 2)This truss has been designed for a 10.0 psi botlom cMN live load noncorcunent Win any other IIVB loads. 3)•The truss has been designed for a live load of 20.Opet on Um bottom chum in all areas Mom a motangla 3001sh by 0 0 wide a tl III behaves the botlan choN aM any other membem. 4)Seeing at joint(s)14 coneldde pandlel to grdn value using ANSVTPI I angle to grain formula. Buildngdeelgnersllouldventy capacity of beating sno.., 5)PmAdm mechanical connedlon(by others)of truss to beating plate capable of w8hmanding 140 uplift al joint 1,1 W to uplift at joint 7 and 52 to uplgt at Joni 14. Q wI.-VMIy 4wgn pm,mwe xel aEla Maxea QViIMSYIOIICt1/OEOYIIEN PEFEa4NLEM4FlaV)IAm.lO0YMI5 af/OIIEV3E �TVMa Id u.¢aYY�M1o4W cwre^Irm.Rtdis42n kbmsY MY WMA M mleRrzaxwniaulklwm MlWx A WMng em�pexml.ml nusUo"asnesse .Brehode1 1-1 mutl vale Bi^9»+M-oaLllvoloaivacrr ,elrn rn,�omyLwxpwoMal`E CB9ynmw ll�e irvadl MITek� baa�r�ga aanewwolmnro n»�uu nMamdr+nea mffi eoavmomame�.mv.reamed lemwrovmer>amrreelM�re a WgsreaLehru Raver,aMIO Neva"-aro 1whh Mma+l✓or v'rl-, cN wMxsaaas, pe�xaadW.ncerial.de 'd eew e.m EM aHE gvlcslbR ilao3v.tleYvaY.erxlbn rnl Muip ollnasaeM M1im Mlae vNMal/1%IfamlN r.111wIs.Uaxd9 aMeC91&MrpCwryorixY iarryv FL Sae f0 py41y YYamenm wMM Ywn Inmfiule IMlnrle.RIa N.lee slrevl.elle a12 Nsrarih VPR231 E. Jab Tllm T.Type Cy my T104013]6 1;:Ii I:p T36 Rod Sell 4 1 Job Relerellce to lions 1 BUAdinp catenate on'". Jordian N1116.F192258 B.Of0aAp 202018 MITek IMusM1ies,IlM. Tue FM 210]:'d:10201] Pegal ID:'tKVLaMmeFLNAVBWJWi1vnCW_7OORu0P58'I2deGOAA2RAO�CkaH DUbyVlpi 17 8-2 ]361, 211 .0 6414 s6s iso-14 s08 ase SCRIR=1:Me 4 a F12 6 ] 0 4a5 5 ras 4 3 4S 2 1] 1 t 1� 13 iz 11 10 0 s 4,s 9x011 34 II 4id= 36= 0x5- sa= = 12-2,1 1]-6z zYSO 2111 61-14 F sos ss11 s AB PhiW OM (Y,Y) 11000 21 11'OSO Ed0e1 LOADING (pelf SPACING, 2-DO CSI. DEFL. In (Loc) Utleil Utl PLATES GRIP TGG, 20.0 Plate Gdp DOL 1.25 TO 0." VwgLL) -0.04 410 >999 240 MT20 244/190 TCDL Jr. Lumber DOL 1.25 BC 034 VertHLI -0.14 410 >999 ISO BGLL 0.0 ' Rep Stress mar YES WB 0.0 Horl 0.01 1 We We BCDL 10.0 Code FBC2014aP1200] Matdlt-MS Walghh 13311, FT=203: LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOP CHORD ShucWel YYeod obtaining directly applled or 61 co unions, BOT CHORD 2x4 SP No.2 except and verocals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling dlai applied or 10-0 0 oc bearg, Except: WEDGE 6-0 0 oc bedng:10-12. Led:2x4 SP No.3 WEBS 1 Row d mitlpt 6-9 REACTIONS. (IWsize) 1=345105-6,12=1240/a5E,64T//OS-8 Max Horz 1=22C(LC 12) Max Jolit t=a(LC 12).12-129(!_C 12),8=,69(LC 12) FORCES. (Ib) Max.Coni Ten.-All totces 250(11,)onions except aben shown. TOP CHORD 1-2=434Y3,2.4=-155/42] BOT CHORD i-13=-190/388,12-13-1961366,11}12=3520 WEBS 210Ei 2-12=]gY170,442=350176,4-10=-51/584 NOTES 1)Wird:ASCE]-$Vu11=130mPh(3"1gust)Vasd=101mph;TCDLS.0psl;BODLd, i h=25g;13-15It;b24ft;save-1ft;Cat. II;Em B;EMIL,GCp1=0.18;MW FRS(theories)and C-C Ededoi 0-0-0 to 3-0-0,Intedor(1)300 to 23-332 ;G-C for me rt ers and!fomes 8 MFRS for readlons Ehoor;Llavber DOL-1.60 plate gdp DOIa1.60 2)This bms has been designed fare 10.0 out bottom chord live bad nonw uhhwt aitb any other live loads. 3l'Tons tugs has bean designed for a live load of 20.Opof on,the bottom chod in all areas where a rectangle 3,11-0 tall by2-a0 ode sell fit betaeen the bosom cflord and any other members. 4)PmNtla mechanical ownesobn(by others)of tmss to bearing plate capable of Wltlalanding 3 to uplift at joint 1,12911,uplift at joint 12 and 6911,uplift at joint S. II �WIaMM4 VaN1x4Wpn Rarenwlm m,a....Qy TME INa MCLWEe often REfER<aC FI do exi m.IOOl>10156EFOXE'a niwuru i5 n,,y eleWcu jd Rh Ce�k bancinns xm rxx—timrow .a 6Ins minn ,d IwkMr dcmr—fort blv yyyom vetanve.Ilw UYSM GmU'�'r mut vellr,.arr"..ty oltl9Y,T x—,elan atl gMwnlY Mupaale Rd tleyyl Mo tt¢ovadl d08pdmkln botYgkdbaledbblNeva4 tucMLMa1kYM'xxl lnnweDTd/acMdnamCerageY.PWbW bmMWadoenmlwMoroa e bUWUM1lepvei reason, tllopeVeMcdlt�w wMrgxfler�olW-ILIBxYatl P9>arlYlLx' off, fa�rKrd PLdux:e roWllrpM BPo4PoN E�10ktl. yfapoFyx MIa9B.�Y.erecWlVglw3go11nmrVMlruaryelemiaMXL/IRI GXMYCAwYr.ULd9atl0CE1Btl10Cmpwrtl TarryL FL A91a }ye1F blrgngllbn wd.YAe tun Ina FW la L V IIRM.11 a N.lee Skeet File 312 Obxatl4a V A YLi I E. Job Tmu TwcType ON PN noaetan 122BOTOA T3] HiP OirMr 1 1 JOU Relarellw o fiowl BMMIrg CanpolwM Supply, Jacksawllla,FI 32258 0.010sApl202016 MITek IMusMx,Inc. Tue Feb 210]29:212017 Pagel ID:?KVLNtlmeFL?MVBNJVWMmCW-WVWOseAg_�GrraWmlb5vFppMZy8hEP4uPpMwpy_LC 2-0-0 4113 63-0 L7-0 8113 is. 133-0 153-0 200 2-0YB 1-4-0 1+0 L40 640 2118 2-09 y-0_ Smle-t 213 B 31 p 11 NNLFT 5 13 NAILED ILED 33 Spxul SAN i an 56, 3611 .1 aW 12 Ses, %I NUL ^, 2 ILED seems Tl 18 18 UL 10 20 28- 17 e �_ NAILED NAILED WALED WALED 46_ am tl SPAIN SPECIAL INDICATES THAT NOT ALL HANGERS 3woul ase 'I HAVE BEEN DESIGNED.TYPICAL. 240 ].]3 133-0 153-0 200 s]3 s]3 2-oB Plate Dow,(XY)- 11098 Edp L a,Mdw.18 06-00.231 114' -0d Edger f16'0- BEtl I LOADING(wt) SPACING 2-0.0 CSI. DEFL in goc) got IM PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TO 0.28 Vert(LL) -0.04 18- >999 240 MF20 24x190 TCDL 10.0 Umbar DOL 1.25 BC 0.41 Vwl(Fq -0.1018-19 >999 193 BCDL 10.0 Code FBC2BCTIL 0.0 Rap Suisse Me'"200]0 Mato.. Horz(TL) O.Q3 18 Na Na Weight:10311, FT=20°L LUMBER- BRACMG- TOPCHORD 21 WSPNo.2'Except- TOP CH0R0 StrucWrel wool)sheathing at alai ors 2oc piddles. 2-15:210 SP No.2 BOT CHORD Rigid telling orerAy applied or 1089 of bracing. BOTCHORD 2x4SPN0.2 JOINTS 1Bruce at Jos):8 WEBS 2x4 SP No.3 WEDGE Lell:2x4 SP NoA Right:2x4 SP No.3 REACTIONS. gbls'rte) 1=6539-53,18=&539-59 Was Ton, 1=-56QLC 23) Mex Uplift 1=-125(LO 8),16=425(LC 8) FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or lean except wren shown. TOP CHORD 1-2=1069218,2-3=980/208.3-0=342/113,44-3421113,69=-34Y113, 910=331/113,10-12=331/113,1294=331/119,1415=-980208,15-16=1069216, 3-5=402/126,S]=W&152,A9={£9/1]5,911=E89/175,11-13=676952. 1 ;17702/126 BOTCHORO 1-1-19=9]3923,1819=2149]3,1]-18=-2149]3,18-1]=-1]3923 WEER 8-9=102/452 NOTES 1)Unobserved!rani Inde loads have been considered for this design. 2)Wide:ASCE 7-10;VUd=lWmph(3second gust)Vasd=181 mph;TCDUS.Op f,BCDL6.Opsl;h=25ft;B-I511;t=24M www--4ft;Cat. 11;EV B;Encl.,GCpi=0.18;MFRS(dlreolono);Lumber DOL=1.80 plata gdp DOL=l SID 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unleas otherwise indicated. 5)This house has Men designed for a 10.0 fail human chord live bad per amen neral with airy other live loads. 6)'This tm9 hes been designed for alive load of 20DW an the bottom droll In o1 areas where a rests igle 88-0 tall by 2-"wide All fit between the bedom chord v1d any other mempere. 7)Provide mecfanicel Deposi tim("hem)of fords to amusing plate capable of Wlhstanding 12516 uplift at lout 1 arra 12516 Mph at food 16. 8)Grapswal train representation tloes not dedd 9ro size or Me odentatlon of Me pudln along the tap endow Mom come. 9)'NAILED'Indicates 3-101(0.148'1O')or 312d(0.4813.25')tire polls,For more tlelels refer to tailless ST-TOENAIL Detail. 10)Hargen(s)or other ommaction 0%oads)shop be provided sugciend to support cousamaated fledge]4 16 down anal]]ID up st 2-00,and 74 Moved and 7711,Wet 1330 on top cooled.and D Ib down and 11 Ib upal 2-2-2,and 2716 down and 11 Ib up at 130-2opbo0amchai. The designmeleca it of sWb annecdon de,,iows)is the undeseslblllry of where. 11)In the LOAD CASE(S)smilon,leader Applied to Me face DI the truss are noted as troll(F)or bark(B). LOAD CASE(S) Stall M I&INA 4-writer mO Read NOTE3-INS AND-Lwn N.TERmEFEa<NLE IIOE NR)O>nv.fa0]RJ150"' NSE ftsNr ly lo-.1.No.. c -.l ftd.d`51a+etloNY WTDpnwnders Nxwm.aMklo,m LxIINtlu N IHMrzi¢enpmenl.mi �a�m�a llmfore�lre lawagamxawr,nm Mylre a4uoawNoradplP�amalmRmd aownrna,ro,m,� ,aJwmm ire weal era maew. a«aN'xxm�alwo>awenr weawwnewwu mmndrebaww a�amanbe.o,F. admm,.4lmoltew avdpeTmmlGwxMl k' atlways lopYetl ltl sMYhm]bgTaBcdlgle MlNp[aGb Dau' ✓J1V1YT"la�lY Wl¢Vm lw yerexM nulwum,ySOlpl¢ mat Yw Pub EY1eM. NbMaNxl Aao3e.tlaxV9y.elslMnal[Iba:YpolhaaaMlnmsyleiRfeN,NYlR11 Wd1y GXYb.D54a9aM aCL WYM1r9Cmpwrwe Maps FL 9310 YINy NgmaXm wYYie Yan IM rMile hYxxe.2la N.be Slmel.5x6312 Neanvll.VhR2314. JOD Tnm T.Type Cly Pty T1p1813n 122ft:TIII TV Hip GIN. 1 1 Job Relxawe fOpD ell SMMir9 Componem Swply, Ju:.onvilb,FIFb2107:2 :21012 ID:iMMdroFL?WMYzCWW0h -IrsPmlbVFpMZEP4uPpMJ94- C LOAD CASE(S) Sbndaid 1)Dead♦Roof live(balanced):Wmbel I]wrease=1.25,Plats I]wreassaI Unlloon Loads(,In Ven:1-2=-80,2-3II,W. 15=-80,15-16=-80,2623=-20,3-9=60,9-14=80 Con�b.ad Loads(lb) Ven:19=-23(F)1T=-23(F)N-10(F1V=I 23 10(F)29=-10(F) AWAMMG C�apngnnWen mCRFJO NOTEa ON IX5IN0 PKLVOE YIIFN REFER4NCE IIOE tW]<]an✓100.VAI6BEfOXYef LLan WX]foi weaYY✓VT MltleDcwwdm IILs(leLyn k Wbntl oNY u[m p artwbo.Yxrvm.aM kloi m Yx9Nd.M Lu1BYq<wnpNnM,rol IlunryYan¢ebeua.11a dMlylar#Inv mul vanh M�e4Y�aDYevuI�HrJan1.'NanelenaxllML�IY Yww*Nalx Nnm4�YtlolMovatll awYrmylle rgYa:NleakroPrevz,uwaYsaxawulr�malreDawM�rrvamMNeRaNI+v.M+BEolie bllR�Iw�N1�Ivellla�Iro k' ktlwNTleZ.I�bOYMIYatllope✓mt✓iJI�WRIpw4Le L'uuvl kl/Y mlggalY bade.1pR M�tl pMrceld�9Xu WW Pub EeN eNtl. Imrgllol.Relam.d..elv.M�:noNa,da ra eln�]aanuameln>eaEl�/IPlf w.rydu«M.psaaPmd xsl wllalpe«owliw r.ilw.a a3.D E.RIf Ybmg11011 adtlNe Yan 1n>a RdB KXMe.R18 N.lee Slreet SI1a 312 NeYuvNE.Vh Y[31<. Job Truss Truss Type O1y PIY TID1013]B 12280TOA T3B Common 5 1 Job Refererce 0pM1orell BdMiy CornpmeM Supply, Jec0wnviIN,FI32258 S010s AN112MC MITexO"-Is,Inc lb FBb210029:212p14w*4-L ID:]I(VLNofmeFLlcdVBwJ WilxmC W-wV W OsaTO_IGmetPmlbSVFppGIY02EPIUPpIRiezj_LC -08 16.3.07. ]-0A 17. Sig- Imile 1:'f1.a 2 &¢ 12 12 9 L 11 8 1 a e 4 4al II 2i4 II m II -0-0 530 d ].]-B PMNOiNeN(XY)-- I 2- 260-1111942-1200111 LOWNG(psi) SPACING 200 1;81. DEFT In (Ioc) Weft W PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC on Ved(LL) -0.10 }] >999 240 MT20 24M11%1 TCDL 10.0 Lumber DOL t25 BC 0.5] %fwll) -0.21 4] c85] 180 BCU- 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 1 Na No SCOL 10.0 Cods FBC2014]TPI200] aiddi S Weight:5611, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural woof sM1ufflmg directly applied or 4114 oc purple. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling diredlyapplieof or 10-0-0oc bracing. WEBS 2x4 SPI WEDGE Left:2x45P No.3,Right:2x4 SP NoS REACTIONS. ONein) 1.610N56,3=81 ND'S6 Mex Hoa 1=63(LC 11) an,Uplift 1=6)(LC 12),3-6](LC 12) FORCES. (lbl-lAn.Conmdiax.Ten.-Allfomes2500b)orleeaexcepterwr ShOwn. TOPCHORD 1-2=-82"90,23=-8251180 BOTCHORD 14—]9655,3-4—]5855 WEBS 2-4839 NOTES 1)Unbalanced mol live loads have been considered for this design. 2)Wind:ABC ]-10;Vult=130mph(3-second gust)Vasd=101 mph;TOD--5.op f;BCDL=5.0f,j h=25f1;BASIL,t-241b eave-41t;Cat. 11;Ed,B;Encl.,0Cp1=0.18;MW FRS phred bnag and C Ern w d2)00-0103-GG IMallor(1)3-0-0 to]-]6,Exle0m(2)]-]-8 to 1076 xone;C-C for members and fomes 8 MFRS for reactions shown;Lumber D01=1.80 plate grip DOL=1.60 3)TNa trues has been designed fora 10.0 psi bottom c11ord live load rlpnc,sh unent wilt are,other live loads. 4)-This Imes hes been deslgnetl lot a INe load of 2O0fai on the bottom chord In all areas were a rectangle 34-0 art by 2-0-0Wide Will M beresen the bottom ctard and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of wghstandlrg 67 Ib uplift at joint 1 and 67 Ib Win at Dint 3. owr...V-4ramWx^or^NPFIO NOTES eN]Mi YIOYCLYOEOYIER NE£FM4NCEN4EIRx4Am.laps eEEOI2YeE IbLL}i Wpna veaiyv.M IN1eA®cmr¢cMi.M[eleYTtd'mA oreynnm Rian`imflaunagkform MnkMwlGlc4gcwnrwrwnL ron eInmryalerti.Bsge W RerwlJp OaAywrmurlvemN me¢p2:mllydmgn paranaNrsadpMenY 2capwale ma0azp�xXomeova in aavmm..eaaa»xoladalo wa.anlawo-gdwx3n lmmAaoaa]a�raam«mm.a+v.oeeaalempaW and pronnosanlaa;nm 1eK a.E..mN eaAadlornmMmewwewr,l�won..amxmle rera+L M+r ae wwenv mows. r.m yw�aaxdararewalalre 1RAnIMn lawe.4tlr+M'.aeclknagda[:N or lnmeiwJlns Mbma meW91/MIfWMCTwM,O5ad9aM CA WIlrp OorM�aanl WM PehBEW BMtl. 9lalY IMgmdm aJdle flan In®IM'AxWxrle.RIa N.Iee Street.9lle 912NsiarvLh VARRSII. Tempa.FL 3]610 JOU Tmss True Type Off, MV T109813]e R260TOA T39 Hip 1 1 Job Re (opo tall BYMing CanporaNbupply, Jecxeomab,-132256 e.9tpawreualm mllex lmusdes lnc. Tw Feb 210]:29:22201] Pege1 10:1KVLNEmsFL9cdV6wJVVIImiCW013m3vBIgOdU1FJc9ollPUdO)llteT6TF5zL.IB !llatae Ll 269'0 fide &the staff eoa x.le-t:soJ hi0% 9N II 7,10 2 19 3 19 4 800 12 1] p 21 18 J 5 n b 9 6 ] 8 2a I 368 h4 II SB II 56 II h10= 8¢0 tat08 21-90 2660 Pao 4166 6108 800 PI I OX ( Y)- 110.212 111.12'OIA O-2-0ll 'Od-&0-2-0115'0-2-1200111 LGAOING (pall SPACNNi- 2-0-0 GSI. OEFL. In (roc) VOefl l]d PLATES GRIP TGLL 20.0 Plate Gdp DOL 1.25 TG O.B2 yen( L) -D.tt BA 240 MRO 24M180 TC'OL 10,0 LuMmer DOL 1.25 BC 0.63 VeTT-) -029 &9 >999 180 BOLL 0.0 ' Rep Stioes Inor YES WB 0.25 Hor�QL] 0.09 5 we Ma .CDL 10.0 E FBC2014/TP12007 Metrix-MS Welghb 134Ib FT=20% LUMBER- BRACING- TOPCHORD WSPNo.2 TOPCHORD Slmctured wand slmething directly applied or2-2-0 oc WHIM. BOTCHORD 2x4SPN0.2 BOTCHORD Rigid ce11ln9dueclly poll or 160-0xUmcing. WEBS 2x4 SP No.3 WEDGE Led 2x4 SP No 3,Right.2x4 SP No.3 REACTIONS. (lival ) 1=119065-8,5=1190/65-8 Max Ho0 1=]1(W 11) Mex Uplift 1=-132(LC 12),5=132(LC 12) FORCES. (Ib)-Max.Comp.IMex.Ten.-All fomes 250(ID)or lass except vmen sM1own. TOPCHORD 1-2=-19]31402,2-3-212&484,64=212&48M1,45=-19]3/402 BOTCHORD lA-27&1880,&9—2]4116]3,Bb=-26&16T3,&6-268]1680 WEBS 2-9298,28---10&858,31,=-06&1]),4-8=1p81d58,4-8298 NOTE& 1)Unbalanced root live loads have been considered for this resign. 2)Wind ASCE]-10;Vult=130mph(3 second gust)Vesd=101 mph;TCDL- .Dpsl;BCDL6.Opol;b=25M B=451(1 1=301111 eave=4X;Cat. 11;Exp B;Encl.,GCpk0.18;MFRS(directions)and C-C Extrol 2)60.0 to 3-0-0,Intetlorlt)3- 9 to 800,Exledm(2)&6010 2511-15,Inledor(1)25 11-15 10 2990 2 ;C-O for members and forces 8 MFRS for readbne elven;Lumber DOL=1Wplate grip DOL=1.60 3)Provide adequate drainage to prevent wall pending. 4)This truss has been designed for a 10.0 psf 0oXOm chord live load rgrculwurmnt with any order live loads. 5)-This Inks has been designetl for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 38-0 tall by 2-0-0 auto will fit barrel the bottom chord and any other members. 6)Provide mechanical connection,(by others)of truss to;3eadng plate capable Of wllletandllg 13211,uplift at join 1 tend 13211,uplift at )ant 5. boon. oonawM'al^WPFI9 NIprxIReosnuli ®1e YInCLeUwOFO hor—biEnem4MC ,.16]N m'.lpPVdlleaebNC vsE m q m ntllnrtl aadlnn owl not mivcWmn ealaeue.mewm9mpermmr.wMlreepnn�mlmotaeap�rnq.meProanrlpo,rnl,Xeaavea nto m»o�ml iawi9 eamq. ewrg4emlomermnewampa6.wnrtl noweo�allu wdmmrom:otiv�a5o,q gnporw one panaaremamre MITek' ttlwSry tMOee]gsktllYadbpeVenitNQ�M9�p^Qle paWd6AaYatlpcCslrtlTxlJO.Fa pa�w�tl fl0e�V�aYA ll�e 11�IcoRa\tlpvJp.dN,gry.decXmatldWp011nmaSaMlndapbnm MMXWIflISMIy C4lmb,p4B42 VM KA Wmiq COn'pwre sures'...6M. atlalY YbmWlwn a�6'tl0 hpn F®NW RNMa RIe N.IeOSXPN.3110312 Neauemb.VA22311. Trop,Ft affi10 iJ b T. Trues Type ON Ply )1048139] I'Iba OA T40 HIP I I Job Rel ( all Builbrg Cormorant SWDb, JetlrsgMlle.F132259 0.ulueapr202016 MTeklmdusales,lac. Toe Fe0210]2929201] Peg1 ID.'tK VLnldmeFL?W VOwNV ilmiC W-1 W BHFPW N W U6B28Po]010=ue4L0_iCdBl&1 n%zJ_LA ]gp W 19169 4-11&0-0 2111-0 2860 ]6a zea 08 alae z-za zso Sce.=1:490 as 11 sell x = a zt a • 23 z4 s am 12 zN 0 aaw]/ 2 ad 20 Y ie 46 c e to n 9 0 a 4.10= 3e 0t11d13 4.1.= .1. II as II 10-0-0 1x108 1PBO 2&90 loan aloe alae o-].o -Tiet,OVemsIx n i o-z 12 o-o-nt I96s13 Edg i LOADING (psi) SPACING 2-0.0 C51. DEF1- In god) Well Lid PLATES amp )CIL 20.0 Plate GLp DOL 125 TC on Verl(LL) -0.24 9-11 >999 240 MT20 244/190 )CDL 10.0 Lumber DOL 125 BC 0.93 V:q(TQ -0.50 811 >702 1W MT20HS 187/143 BCLL 0.0 ' Rap Stress Ina YES WS 0.33 lbrz(TL) 0.10 8 We rVe SC. L 10.0 Cotle FBG2014/]Pp01P McVIxMS Weight:1441E FT=20% WMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Simctural woho sheathing dlrecayapplied or 2-5-14 a pumm. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 2-2-0 m,banding. WEBS 2x4 SP NoS WEDGE Let:2x4 SP No.3 SLIDER Right 2d1 SP N0.216-0 REACTIONS. (I1/stEe7 8=11]31Mxhanlcal,1=11]30.58 Max Horz 1=88(LC 11) Mex UDlln 8=-130(LC 12),1.130(LC 12) FORCES. (Ib)-Mala.CompJMex Ten.-All fomes 250(ID)or lees except ufien shown. TOP CHORD Y2=-1942/413,2-3=1]25140],34=-149913]3,a5=-1462/3fi],56=-1 UwAl3BH, 66—1844/398 BOTCHORD 1-11=-305/1652,31=12M25,2ll=--2]N1562 WEBS 2-1L-32]/18],311=12&825,all=-292/10),49=3WI115,59—t2N56] NOTES- 1) OTES1)Ubakncetl root live loads have been consldered for this design. 2)Wind ASCE 7-10;Vub=130mph(3second gust)Vmd=101mph;TCDL=50pri,BCDL=5.0pd;It-25C Bd5f1;1=28n;as nidfl;Gat II;Ex,B;End.,GCpi=0.18,MFRS(directional)and C-C Extenor(2)060 to 300,Interior(l)3-"to 1060,Ededm(2)10-0-0 to 23-11-15,intermit)23-11-15 to 294-D Tdm;C-O for members and farness S MW FRS for readiaos shown;Lumber DOL=1.80 plate pro DOL=1.60 3)Provide adequate drainage to prevent water pohohg. 4)All plates are W20 plates unless othelwlse IMiats L 5)This muss has been designee for a 10.0 psl bottom chord live bad noncoddarent Win any other live loads. 6)-Ttlb Imes has been designed for a live load of 20 Opel on are bottom chord In all areas Ovate a rectangle 36-0 tall by 2-0-0 wide uta III b..n to Wrom chore and any other members,Our BCDL=10.0psi. n Raley to glMer(s)for more to truss amrodilons. 8)Provide meromdcel cmmediion(by others)of buss to beefing plate cep ave of withstanding 1301E uplift at)o in 8 and 1301E uplift at Idnt 1. olnYsenvyaPd 11—-10wm MemmeHxNemtl RFAa NOrEe PY IM5mFNO RIyUr O —4lr eEnf oAvwEFaACE f1Fm< MA Avi Lo tl9fs)Com," om l . aovin.a1Md .1.1 IdavMqAkors,or { Imdna1.11, roT-ma 6tl^41 into.wroatlt l Wt1gdMP� 9acYp Yxlcabdaio PeeonIWCIIMNo1fM1AR111uBWenatllvelcrtlsMY.MldiMxa l.mrvOymtlpunmwnld¢aq k• a tlway�apeed WikplymObgawxY coegsewllhrxO�Na0aw lfMEYm]qupeussift �. ..Wn&o19Whcedarecmao WOIPox.FYsM. Mxbab�.Yw da.tleaclV.etectlanadbaclg W Inm�ani Mua MlenRseMML/MI OulM CMwC.OHd9 ma aGL auMgCamWm.ml 9dMyllYpmdm wtlWAe nom aim nma hupMa 318 N.1w Ylreet Sa6312 PbeaxY�.VAY1311. Tuge.0.30010 Jab Tmes Tmu Type Ory Ply T10461381 12280TH T41 HT " I 1 R o al BOridrlg Conpdwnt Supply, 1ec.119,1132256 6.010 a Apr 20 2016 MITek Industries Inc. T.Feb 210]:2024201] Pagel ID:?KVLaA1 -?cdVewJVVumm3W-L49WUbDYGgeVQLeLyWtSPo iNaRkTKSmbek Le 65-0 12-10L 9-0 .0 210-0 6S0 S]-0 I, 510 610 Scale Ye.B Nio Nfo 3 21 22 23 24 4 600 I2 sof\\ 20 25 a4 q 2 5 28m e as 6 ] °a 11 n ze lb a ze W e bB 11 4i6- 46-M- ars- 01011 O 1 160 fV15 ]30 Plate Ogseta MY)- I10-2-1260-111 I)45-13 Ednl LOADING(psi) SPACING- 2-00 CBI. DEFL In 0.) VtleB Ud PLATES GRN TCLL 206 Plaie Grip DOL 125 TC 0.79 VBd(LL) -0.15 610 X998 240 MF2o 244/190 TCDL to.0 Lumbar DOL 125 BC on Ved(TL) -067 610 >960 183 BGLL 0.0 ' Rep Stress Incr YES WB 0,20 Hoa(TL) 0.11 ] Na Na BWL 10A Code FBC201MP1200) Metrix-MS Weight:1481b FT=20% LUMBER- BMCNG- TOP CHORD 2ut SP Not TOP CHORD Sm,lural w0od sheathing directly applied or 2311 op pudins. BOT CHORD 2x4 SP Not BOT CHORD Rigid calling directly applle0 or 1000 oc belong. WEBS 20 SP No3 WEDGE Lett:20 SP No.3 SLIDER Fight thus SP No.2180 REACTIONS. (Iblsize) )=11)3/Machanloal,1=1173or" Mex Hort 1=104(LC 11) Max Uplllt]=-1 W(LC 12),1=-1 W(LC 12) FORCES (Ib)-Max GOmp.Mtex.Tan.-All tomes 250(Ib)or less except then shpxn. TOPCHORD 1-2=2WU401,2-3=9803//45,39=-13641358,4-5=-1]86/42],S]=1W1/305 BOTCHORD 1-11=310/1)51,1011=1 W/1353,&10=-1]811312,]{+=-282/1615 WEBS 2-11=-314/1]5,3-11=-1 05 8 21,48=89410,58=-25 W NOTES 1)Unbelanoed mot live loads have been considered for mrd design. 2)Wind ASCE 7-10;Vu11=130mph(3 wherd gust)Vasd=101mph;TCDL6.OPsh BCDLd.0psf;h=250;13�15ft;L=290;eave�ft;Get. 11;Ev B;End.,GCP1=0.16;MW FRS(dlrecgonal)and C-C Exlerbr(2)00-0to 340,Intedor(1)3 0.0 to 12-6Q Etledor(2)12 0-0 to 21-11-15.Mtedor(1)211115 to 294-02one;G-0 for membem and forces&MW FRS for readions shown;Lumber DOL=1.60 plate Strip DOL=1 60 3)Provide adequate drainage W prevent to,Pomllrg. 4)This two has been desigref for a 10.0 psi bottom hard Her load omunWIt vdih anY otherIlve loam. 5)'This tmw hes been designed for a I"load of 20.0psi on the bottom chord In all areae amen a mdalgle 343-0 tall by 2-0-0 wide Wit fit baMeen the bodOm chord arrd any order members,tWM BCOL=I0.opsf. 6)Refer to girder(s)for Ass to ours connedions. 7)ProWde mechanical connection(by others)of has to bearing plate capable of withstanding 130 to uplift M joint]mid 13016 dolft at faint 1. Q WAMYNe�YMy4v9y,yvsi..maosNon,.do Me Yapeat" OY/EI(aaiF/YNCE..1.14A—IBOS4a..IFNIIEYeE pa4lWtl MwswYYw•1ln M1eN9cwrecinilMMWPlrhlx�]aYYu{m lwanntem Nown.aulh(wmYq'Wixl hAMrycompvenL roi �• aua W51 6zlwe�,IM WIMPtlaellrermut v�IN Mk G%xM.T1MIN of Wtlprl�u�lersnN l*R'^IY bcapaale Xt4r:fNnlnlallremwdl y� WMgrT.9o.'agVWcmeCWlo peyenitucMlW olavblAd llrmwaO m'J/a cfnrlmemMsnrlY. NAAIIcmltefn4uW adrynm,rarribockq MIIO k' hawv=�«wA.awr aac4llY�.�owreYernmwawndl +e r>era+Ya4a.v�a ma>artvmrlme.Ea gerYsa aMxnceegaMe ne MvtalMl Iw�e.tlMNMY.mocMmmY aaclrp orinceim[I InEry*Mrrn mo4LlLmm W.111Y erIMe.BUJ9 aMICy luggCOlrpprwll ePo ,I'4 EM&re Tairye,F . atlMYlMwnwWn wtlMe M1cm inm%aR YIrIMAeo.21e N.lee SOeel.S11e 312NemxbAa VRR2311. l e361a Una Truss Three TypoOtY Ply 710981382 12280TOA T42 C... 1 1 sersof(ordered) 4A Pa• BUA6n9 Cwnpppnl 6uppty. Jackmmllk,F132256 0.0105 Apr 202015 as M Inflames. M. TIN Feb 2107:29:25 M17 Pagel ID:?"UUftneFL?o:W8wJWIIm W-PGIvre A1JnBLVjYXR9sPlrvaekYMTUKOK]ePq LB IS ea )dd A-00 IID @Fa AJ-0 ]aa sia DIO e Bnele•1:535 as'= 35 II 4 536 3 600 Ff2 21 22 4x51 45 1 2 8 r p ?a 46 1 0 12 it 1° 9 yin II 34 II 46- 24 II 4x10 II 410- ]da 14-160 22-1L 'ALB ]-ze l ] I ]aa PI to Ott M IX VI- I ' 2- 2PST f3'DJ-0O2Jg Id"G3AG - I f$O3-062-01 IB'0-5-13 Etlpe1 LOADING(Pap SPACING- 2-00 CSI. I In Ilac) latest UC PIATES GRIP TCLL 20.0 Flate Gtp DOL 1.25 TC 0.81 Van(LL) -0.11 9,11 >999 240 MRO 24V190 TCDL 10.0 LMnber D.I. 1.25 BC 0.73 VenQLI -0,33 S11 >999 180 BCLL 0.0 ' Rep 3irass lna YES W0 0.27 Horz(TL) 0.11 8 Na We BCDL 10.0 Co& FBC2014RPI2007 Matdx-MS WeIpM:14216 FT 20% LUMBER BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmctual woodsheathig dlradyappllstlor22-0 oc Wdirm. BOTCHORD 2x4 SP No.2 BOTCHORD Rlgld celling directly applied or 10A 0 cc leasing. WEBS 2x4 SP No3 WEBS 1Row at midpt 2 11,611 WEDGE Left:2x4 SP No.3 SLIDER Right 2x8 SP W.216-0 REACTIONS. (IWsitm) 8=117NMec0anlcal,1=1173m-5A Max Horz 1=121(LC11) Max Uplift 8=-130(LO 12),1=-130(LC 12) FORCES. (Ib)-Max.ComaNin.Tan.-All forces 250(lb)orless excepiwhen shown. TOP CHORD i-2=-19]5386,23=-13931334,5E=1389333,08=-18]5356,34=-1162330, 45=116239D BOTCHORD Y12=-281/1801,11-12=-261/1681,311=-23911595,&9=-23911595 WEBS 2-12=4281,2-11=634/178,111=E4/]09,611=5651183 NOTES 1)Unbelamed mat live soa&have been coastal for MIs resign. 2)Wind ASCE 7-1q VUIt=1 Wroph(3-second gasp Vaso=101mph;TGDLd.Opef;BCOLd.Opsf;M1=25tt; 3=I5f1;L=29X;."ft;Cat. fl;EV 8;Enol.,GCpi=0.18;MFRS(dlfectlonap and DC EAra or(2)01to 300,Intermnl)300101400,IBI 14-0-0 to 15-50,Intiviar(1)19-11-1510 29-4-0 zone;C-C for members and tortes 8 MFRS for re sgtms shown;Lumber DOL=1.60 plate into DOL=1.60 3)Pravda adequate dralri to prevent water ponding. 4)This Insts has been designed for a 100 psi bottom chard live load ranconcusrent with any other live loads. 5)-This buss hae been designed for a live load of 20.Opsf on the boffom chord In all same Mom a rectangta 36-0 NII by 2-0-0 Wide will lit between the bottom chord and are other members. 6)Refer to Blae•(s)for truss to truss connections. 7)Prove&me o neral connedlon(by others)of game,to leering plate contents of Witstaldilg 13016 spin at joint 8 and 13016 uplift at jdm 1. QWdNNwaVeMx4aNnpwWWdwp AEeg NDIE30N1als 4NDWCLYDED MIIEx NEfEMNff Pd4EMb]OAnr IaeY3J15 eafOM USE fUbY9n valalw ucewpyxlT MIeLW cafvadws.MdeLpl a Ynvs1 eNY upm{wmuNeo.tlwwn.orW Rlw m Mflukenl4idlp cwnFn'nnl.ml IilmrySkm.Palau IIp IMYtYq UebJlnlmul veMN ma94M'KillNwtlSµlnr/aaf`a15rswJryr9Nnr M1eurulale Mbd�I�MO Rrwalll IwOp�pV Bn'Ip�xlCdetlbro VleV9nlCucFMg uletlM]ua llVmm weDaWU JwamelMmf afy MOlM ex fainPuay Wld�nluanlMxe9 MR@k' btlwaM1 le RJ�M[kblNm]fopavenl aAl�-s x9mpWLe�xarleWYUI,dpWeflY�kXntgb.rd 9ef191tl 6LLbcaldNd191M 6JaMlbttlao3e, y.ceclkinmf da Mlol auemugllu¢sylane.cwlpl/Ip10Yyry CMwb.pydeaMeCL WYIq CmipwleX 11. It Sael]YiomldWl TdtNewn inm Pafe InSXMe.21a N.I�Saeet SI6312 Neva info.VRYl3 M. Telrye,FL 3Y1e IJob Trus Truss Type qy, ply I228070 A3 HID GiNer 1 1 Job References(optical 10481383 I ..am Cgra'.Supply, Jscksawlik,FI M256 8.010 a Apr 202316 MiTis mouaa a ,but, Tae Feb 2101:29:26201) Paget ID:?"UNdmeFL?cdV&WvrAI.CVV HTJWHISfalf mik481616mraquWk2441,I)i 60 14�N 4_0._ 4166 1193LS492 2380 2860 80_0 LN 660 ' Sal-1 W.3 NAILED NAILED NAILED NAILED NAILED NNLED ]x10% NALED 4x5—NAILED 2x4 If 3+6=b' NAILED 700 L=D 6.OD 11 2 21 322 mail a 4 W 27 5 6 ee 'd ] 4 all .A f 8 n a 3a 31 14 32 13 33 � as 12 11 36 10 37 38 9 38 40 M= NMLED NAILED 2x4 II NAILED 4x5— NNLED NAILED 31 vital= bid= NAILED 2x4 II NAKED NAILED Q6= NAILED NAILED .1e= NAILED NAILED NAILED NAREo 68a 1654 1b109 15312 2980 2PD0 840 4N b_ 434 4N 600 Plate qla IXYI-- I 'Etl0e 0-2-13112'0!-80.2-011 '0-0-BP2-0I IB'Ed 0.2- 1 LOADING (psi) SPACWO- 2-0.0 CSI. DEFL in (loo) based W PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TC 0.83 Ven(LL) 0.28 12 >999 240 MRO 24G1W TWL 10.11 Lumber DD. 1.25 BC 0.88 VGn(TL) -0.]110.12 >503 180 M18SHS 244`180 BCLL 0.0 ' Rep Stress Ina NO WB 0.71 Horz(TL) 0.1] 8 we Na BCDL 10.0 Cotle FSC2014/IPI200] MatrixNISWerght 1451D FT 2M LOBBPA- BRACINI TOP CHORD 2x4 SP No.2'Exwpt• TOP CHORD Structural wood sheathing direcllyapplled. 25,57:2x4 SP bill BOTCHORD Rigid acting directly applied or 8&5_13 oc beasng. BOT CHORD 2x4 SP SS WEBS get SP No.3 WEDGE Left:2x4 SP I'll Right:2x4 SP N0.3 REACTIONS. (I Asize) 1=2365'65-8,8=2spabil B Mex Ho¢ 1-MfLC 24) Mex Uplift 1=34](LC 81,8=34](LC B) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)full except w11en shover. TOP CHORD 1-2=4Gq/5]4,23=49]fi]I14,3-00.5455/]]],45=-5455/]P,6)0.4985]]15, ]-8=4038r5)5 BOT CHORD 1-14=45313521,13-14=451/3535,12-13=62]/49]6,10.12=6284965,8-10=452/3540, 894W3526 WEBS 2-1413)9293=-23&186],3-13=904240,312=]9'824,4-12=4]4180, 612=TD612 610,:,9024241.7 10,—230418]3,]-9=0437] NOTES 1)Unbalanced roof live loads have Dean considered for this design. 2)W IM:ASCE 7-10;Vu11=130mph IS second gut)Vaso=101 mph;TCOL--S.opsf;BCDL-SUpsf;maims,8=458;13011;eeve4M1;Cat. II;EV B;Encl.,GCpl=0.18;MFRS(directional);Lumber DOL=1.60 plate grip DOL=1.80 3)Fracas,adequate came,to prevent water ponding. 4)All plates are Ivi plates unless immerse indicated. 5)This true has Deer designed fora Ido per bollwn chord IIVe load rmOcorsourrent with any Other IIVe loam. 8)-This imse has been designed for a live load Of 20 Opst w the bottom chard in all area where a rectangle 36-00%it by 2-01 adde will fit between the bottom chard and any other members. n Prayma mechanical wnneation(by others)of truss to bearing plate capable of wim anding 347 Ib uplift a joint 1 arM 347 M uplift at joint B. 8)'NAILED'Indicates 31W(0.148'x1')or 3124(0.148'x3.25)toe-nals.For more details refer to Islil ST-TOENAIL Detal. e)In Ne LOAD CASE(S)section,loads eppled to the face of Me mass are noted as front(FI or back(B). LOAD CABERB Blander! 1)Dead+Roof Lt.(baaxed):Lumber Increase=l 25,Plate Mcrease=1.25 Uniform Loins(pig Vek 1-2=5Q 2-70.60,]3=50,15_18=-20 ceIIllMw'eVeNy btlpnpnenxnxrtm4aadO Xe]Ee Qy IItla ANO MCLYON MEN aefEPINCE pAOE Mi]4Am.16eY3al r m.AltlI Eel«n ue.R✓IMxM3xAq tlegxrr mu �waV araLrcrNkmlw Itl JTlxximwYnwmrnAlsl,xm MIWLup pAdrq wxnryr�nl rot aW�YM1M1nal lemVxamlaµlen p2Vy dltl,pwCmgM k n. e«Fq YVAcaletlklo Vevenl tuctlM of MJhMW msvebml/«efbwU memFres • a reWrw tixaaiN«I.y«r niio�'.aao-`�il`Iv�nm .al�mwml«m. awNmllaaln em Ila.o ie esti a" eN wriro =�aP«weI wNess less. :�smN wonnmwn wauae awn ew elate xalmna.zlarv.Baa snaef.s4laafz.ARxm]b vazzala. iarr4u.iL Salo JOE Tncs Tl Type Oh Ph 081383 122WTOA T" HID G HN,, 1 1 JOE HelereTekImlloroll BGldlp GNnpapnl Soppy, JBNmarvlllB,F132256 B.0105Rpr 202010 AV-H JWHEe i, lkNBFBE210]:gvWW11] GB9B2 16?kV WtlmeFL?ctlVewJW IvnCW-HTJINHEoa111uPIkCB95Y1W2rZ2gvWWZMIIOa]I_L] LORD CME(S) Ra rd ConramVet —97((IE) V2- 2(B) B)60(B) )](B)3 -60(BB)10=fi9(B37-W(BI 21=9 (B)22-1 M(B) 19](8)25=W(B)26=-9)(8)28-9](8)28=9](B)W--2W(B)3L-158(8) 32=£0(B)33—fi0(Bj 30=AO(8)3�-W(Bj 36=E0(B)3]—W(B)3&-W(8139=-159(8)40--230(8) QWAPNN9'VNYy Gwlpnpvn�efv�xM REIO -0—1-0 MENPEFERgNCE GI DE MY]<TJ rev.f69YM16BFPoPEVSE �' CeWII WNI k/meaYY'Mn EMIeI:Acumwdd5.IN5tle4gliklehyii dYY upon{vzmie1ds51w�m.unllsloiml�tllWluol Wd�y cunpdrenl,mf M Bebe�.Be dll,gl�'vb m�¢I veilry M:q�WflN olaaYpgxepnelerspq gapnry Mr.Tpafe IliktlaII��Bibll¢ovPltYl k.;Mo�.90cMM%4aletlClu pemnl la�c4mH u1N,,.d lreswel,a.yu JiaC meetly, a,IY.MJhn,ol lxm(maYmtllfafm'anldacM MiTeK kdwoyafaBlatlMp2lllyaMbge�enl cdlti w11E WsL✓J rVFYm1pM1Y��We. Ip0.�dtl plWlce fe}TtlN Me klvt1 ilaaae,tlelNery,aecYm Vdtl¢Ygdhio�m.1,..l IsnNXy/MIG Yly QkxW,P5Bd9aq BCA WWbnp CanpoMnl 904 Re,ke Eml BXtl. fdMy IMame•uf wd�Ywn I�Rale BdMa 21. .1,SJta 312 NeuN�Ob.VRY1J11. ierrpe.FL 3J6f 0 Job Tvs TwaType Ory Ry 0013E 12280T0A TH Hip I t Reference BUMnN ComponwN Supply, Jec0sonwib,FI32256 8.010 s 6MITekl dFRZ Inc. Fair 21 WQFW7:29:2720,T Page 62817.1.1.8! wJVWIm,GW-IlttlOFRZ00veoMesBINl3FuySleeWhmlmEwliLlb &0-0 16t40 12-2-8 1"40 II 1281]8816100 2bD0 'ffi0-0 DOO 2-006 1d01d01J-016O L40 Y40 21D8 600 1 ye- scale=132.2 11 p 13 T 15 Seal 6 11 "as � 1110 1U I e00 ,z 2_ 31 az p "a rE 24 za 22 21 hes li 4x10= 600 1L109 21-90 09.0 ba0 6106 6100 e.00 Plate Christie MY)-- 11-02-1200-191293-0EdgdI 13'0.0.12Etl 11 'ODi Etl 111943-0Bcfi i20 -2- 208111 f2 : SPACING- 2-00 C81. OEFL In (roc) VdaB LW PLATES GRIP Plata Gdp DOL L25 TG 0.78 Ved(LLI -0.102130 X999 24o A920 2W190 Lumber DOL 1.25 BC GAS Ved(R) -0.24 21-30 >98B 180 ' flap Stress Inch VES W B 0.18 0_(TL) 0.08 20 Na No Cale FBC2014RPI2007 Metrht-MS Weight:18116 R=20% LUMBER- BRACING- TOPCHORo 2x4SPNo.2'ExcepP TOPCHORD Structural wood sheathing Brest,applfetl or 2-2-1 oc purins. 2-19:2x6 SP Ni GOT CHORD Rigid selling;dreclly applied or 100-0 o;bmdng. BOT CHORD 2x4 SP Ni JOINTS 1 Grace at Jas):10,6,14 WEBS 2s4 SP No.3 WEDGE Lail:2x4 SP No 3,Right:2x4 SP Ni REACTIONS. i1i 1=1190./0-5-0,20=1190/0S8 Mex Hot, 1=124(LC 11) Max Uplift 1=-163112),20 1hJgLC 12) FORCES. gift-Max.Ccmp.IMex Ten.-All tomes 250(1b)or less except Mo.efwwn. TOP CHORD 1-2=1975/429,23=17851474,3-0-1263/387,1-6-_d 283138),63-1263138], 610-1265967,10-12-1263/387,12-14-1263/387,1416=-12831387,16-1B-1263/367, 18-19=-17851474,19-2R-1975/429,3-6=581 7=-563/144,7-9=-555/165, 0-1 L-555/192,11-13=-5551192,1315-5551165,1517=-583/144,17-18-584/116 BOT CHORD 1-24-28511671,23-24=-283/18)8,21-23-28311676,20.21=-n51671 WEBS 2-24=0294,1421=(V29q 1011=901/355 NOTES 1)UMNanced roof INe footle have been considered lot this design. 2)Wind:ASCE 7-10;Vu0=130mph(3-second gust)Vas0=101 mph;TCDL3.0{el;BCDL- dl h=25ft;8=4511;L=3011;save-1M1;Cat. II;Elm B;Encl.,GCpi=0.18;MFRS(drectlonal)and C C FExbdor(2)0-0-0 to 380,Imehor(t)380 to 14-108,Extedo f!)8 00 to 1810-8,VBerlor(1)1810-810 2(Y9-3 2one;C-O for members and forces S MFRS for mac5pre shown;Lumber DOL=1.80 plate grip DOLd W 3)ProNda a0 idii to drainage 10 prevent web,pondftg. 4)All plates are 20 MT20 unless olhelwise Iru icatetl. 5)This truss has been designed fora 10 0 pal bottom chord live load Iwnconcurrent with any of Eve loads. 6)'This trues has bean tleslgned for a Ilve load of ndpef on Bre bo8om chord In all areaz wbere a reabNle 380 bll by 0-0wote will fit belwaen the bottom chord and any other members. 7)Provide mechanical correction(by others)of truss to bearing plate capable of wlthslanding I631b uplift of joint 1 shot 18316 uplift N joint 20. 8)Graphical W Ilio representation does rot dia lG the aim or the orientation of the purin along the lop andlor bohan chord. Q as. a OaNenpxglMne-1.d PV me 1.MLVOFO emax.EFE .YP6Ea611TJ nor la9YNI5 BE .YSE Pip WN1ou25 ueYnm MIIeMtlt«mnwYon 11Js�h(,naawwn. -,Rlw mYVAWfM hi, A —'r,-, bm.&rkna us.Iha lWtllp onsya rt,u[Iva1N tae u,re Ma of"'our,1�'xanalapad111M1aIY MapnW.BMdpahi Fro iii b"µmewa�nMae.A,aamffiwabualnomlalp.aural.pwr.omLoaarplptlp,wmapelpl�lrmw MOW IQ�v.MI>'�le palvnd LVeYadplWpllYd>'IWe. fa�1,a[4GMgcnIN�4V Me F5xhr4Waftell .tlBlaeN.aecMaglxWl 216 NesaWlnmip nnt[w/,Xy/MI QWy CAeM,O54e9aq BC91 NIMgCanpwlwtl .s.,".,aW. StlMy M4m1lM avdJb Ywn Lis IHK 1nye19.21e N.I6e Sttea1.allaal2 NsxWM.VR9al4. Terrye.FL 328,0 Job Tr I Tense TypeOry Ay T101B1305 1??&ITOA T45 Gngron 4 1 .IM P16 MiTMlnd inmll Buldnp Cwry«gNSupply. Jeck»silla,FI32258 &D1pApr M avVdzm VV-DrRex lG*KvSwnCySSCue Feb2f01:2928201]page 1 10:?KVLNtlmeFL?WVOwJWilzlnCW-OrR1KxG3Kv&i.Cy38C]JZ11bIXAMmIN%]w00ZnT1¢j_LS FB-0 N420- 2V Z9-0 7288 78� ]30 Sxg= aide=1 as. am Fff2 4 AB R 21 6 3 6 i 'es 2 B 23 b ass 11 1 e I� 12 11 10 B Sw I � II 3''e LV I IRfO II s:m= ]]ao N 14-0o8 zz-1L z9i.o ]xe ]� ]3o Plate OfNeta(XYI- 11:0-2-12.0.0.71,18:6S13.Eom1 LOADIMG(pet) SPACWG 2-00 CSI. Di In floc) Weft Ud PLATES GRIP TCU 20.0 Plata Ghp DOL 1.25 TC 0.80 Van(LL) 0.11 9-11 zM 240 NfT20 244/190 TOOL 10.0 Lumber DOL 125 BC 0.]6 V TTL) -033 9-11 a99S 180 SCLL D.0 ' Be,Stress lour YES WB 028 Hohz(TL) 0.12 8 we Na BCDIL 10.0 Gdde PBC2014?PI2-7 Mat4x-MS WNghb 143 to FT=20% LUMBER- BRACING- TOPCHORD 2z4SPNo2 TOPCHORD Structural word sheathing directly applied!or 2-2-0 oc pull BOT CHORD 2x4SPNo2 BOTCHORD Rigid ceiling dmectly applied or 10.0-0 oc brsell WEBS 2x4 SP No3 WEBS 1R.w al mitlpt 291,691 WEDGE Led:2x4 SP No3 SLIDER Right SP No21-6-0 REACTIONS. (Ibhi2e) 1=1173/0&8,8=1173 dhanlwl Max Hort 1=129(LC 11) Max Upllh 1=930(LC 12),8=-130(LC 12) FORCES. gb)-Mex.CcmpJMax,Ten. All fomes 250(1D)or less except Wim shown. TOPCHORD 1-2=-1981/340,24=138&301,4-8=-1302/m4,68=-i 80&331 BOTCHORD 1-12=-221/1890,11-12=221/1890,&11=-209/1804,8-4-209/1804 WEBS 2-12-4 79,2-11=E 173,411=-90/]3],6-11 5NW158 NOTES 1)Unbalanced mof Ilya loads have bean conaldered lar this easel 2)Wide ASCE 7-10;Vu1b 130mph(3 second gust)Veetl=101 mph;TCDLrSApsf;BCD",,) t,h=254;871511;I-29d eava=48;Cat. ll;EV B;Encl.,GCpti:i 18;MW FRS(direcgonal)and C-C Extenor(2)Ol0 301 Ilrtelbr(1)30-0 to 14-10-8,E da lm(2)14-10 8 to 1710-8 zoni C for members and forces&MFRS for reactions strewn;Lumber DO1=1.60 plate gtlp DOL=1.80 3)This muss has been designed for a 10A psi boflom choM live load nommscurrent With any other live loans. 4)'This ices has been designed for a live load of 2Upal on the bo8or cho10 in all where Wrere a mctergle 3-6 0 fall by 2-0-0 Woe Will fit between the bottom chard and any other Tarbes. 5)Refer to gleans)for trues to truss connections, 6)Provide mechenicel conn moon(by Mem)of tinea to Waning plate capable of Wthetanding IW to uplift at joint l and 130 to uplift at jdnt 8. QIIxIM9-W Nax ,..fbadPNOIEBQY II .NCLUPEO.aEfEPIi V<6E ML]IIJ-1.11 BEFORE Cai�lydOWuvonY`�Nllet®conreclwa.Rh�6t]aYY�M11M�ele¢iMwT�.aM klamhlWxwltWtlppcaopvwnl.ml mnayelam.eerwe iee.me[rlcagaeYacrmulvMrync gnac«eMolanynlH�n�elmra.l n nnkmxn lmoanuverld aAeromph. wmgneodaealoPm..anle.mug«aenaammwmau/oruommsrnl�iwv remwrwmrina. enter«ro MRek' a awaPregAea lwnmxrymdrolxareru�awa Mb Ra�xa Pwcrx/.V.Yagwwarlvaari�.ror lwreraa�4mvemwerg r� . .e.c. "ve. itlakalbanaape,enNay.reclbnaNaMgo1Mme me nwsre01Ny/IFIIGudlx QX.rYr.Mad9 agaCL WJigcmipwi.ri 9d.ly YMmWm a.d2M6an MuflMe xvllMe.21e N.lea 51me1.5JIa uffssnJIR.VPY1J 11. imrq,Fl 3M10 Job Truss Trren Troe Ory PN 081368 tida OA TO Haft Hip Girder 6 1 Job RaferelWe(Ono" BUBInq Component SLpply, Ja2ewrv111e,Fl32266 8.010sApr202018 M1TeklMuebpa. gM mHF6b210]: P 2017Paga1 10:?KVWdmeFL?cdVBw.NV11vnGW-ter?PXJGM1SOGdgeOJmHEaeVBIpmD96T13F21LtBxj_L4 2A0 640 20-0 43`0 QacW Sib:1'=1' a2— NNLED L5 II 8 3 6W 12 1 II "apex." 10 4 N ILED 3b II 3x0 .1 40 60_0 z40 "a Plate Otfs2sl%.VI— 00 2A047112:0-390-2-0113'Eftfil LOADING(psi) SPACING 2-00 CSI. DEFL In fits) IMefl Ue PlATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 056 Vea(LL) -062 44 >999 200 Mp20 200/190 TCDL 10.0 Lumbar DOL 1.25 Be 0.31 Vail -060 47 >999 180 BOLL 0.0 ' Rep Stress her NO INS 0.00 Hoa(IL) 0.01 1 Na Na BGDL 10.0 Coda,FB02014 PQ00] Metrix-MS WNgnt:2116 FT=20% LUNBEfl- SRACINO- TOPCHORD 9W SP Not TOPCHORD Sbutural wood sheathing oreclly applied or O04 dF purths, BOT CHORD OW SPNo2 except ord v.M ls. WEBS 2x4SPNo.3 BOTCHORD Rigid celling dra lly applied or 1O0-0 oc belong. WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/slze) 4-250Mteohanical,1=251/058 Max Herz 1=29(LC 8) Max Uplift 4=80(LC 5),1=-32(LC 8) FORCES. (Ib)-Max,CompMiex.Ten.-All fomes 250(Ib)or less except when shown. TOPCHORD 1-2=-251182 NOTES 1)Unbe weal roof Ilya loads have been oonsltlered fa this Mal 2)Wide ASCE 7-16 Vult=130mph(3-second guag Val al mph;TCDL=S.Opsf;BGDL=S.Opsf;Ic25fl;13 x511;L=24ft;esve�ft;Cel, 11;Exp B;Encl.,GCD1�0.18;MFRS(direetimel);Lumber DOL=1 60 plate gap DOL=1.60 3)Proves adequate drainage 10 prevent Lverter pending, 4)The truss has been oevll for a 10.0 psi bottom chord live lead nOnwrlcunent wilt any olden live loads, 5)'This tmse has been resigned for a live load of 20.Opct on Me bottom chard in At seems were a radalgle 36-0 hall by 249 wide will fit between the bottom chord and any other members. 6)Refer to gledef(s)for buss to muse connection. 7)Frosted mechantcal connection(by overs)of[mss to pal plate capable of withstanding 6016 Uplift at joint 0 and 32 lb uplift N jam 1. 8)'NAILED'Indicates 3-10d(0.146'61')or 3-12r(0.148'0.25')toe halls.For more deal refer to MITell ST-TOENAIL Detail, 9)Harger(s)or other formal revce(e)shall nd provded sufficient to support concentrated label 74 he roan and 7216 up act 2-09 on tap cfwrd.and 27 Ib down sM iib up at 2-2-2 on bottom cnord. The deslgNaelaclihn of such cdonemlon devbem)H Me responsibility of others. 10)In 9re LOAD CASE(S)section,bands applied to Ne face of the toes are noted as front(F)or back gg. LOAD CASE(S) Standard 1)Dead a Roof LNe(balanced):Lumber Increase=126 Plate Increase=l 25 UNlorre Loads(pig Vert:1-2-80,2-3_-80,4-5=-20 Comzntuded Loads(Ib) Ved:9-23(B)10-10(B) QWA,wMeVe'Ay MYanCemfm NeFIOIp/Ea pl MY ANp WCLUpEp HIEN aFFEIGNcf I]af/IJRJ m.l4W�Al49FFOX UBE cebr'/aNln wemlY'Mtn MleA®ewxeclae,Ttndm13r6L�OasY�db�r Vwamerers YuwM1 atllslw mbdhpueM p�grg emppml rot oWatllndunidT.ar YAedNkMx¢ekLukg[e.tlllp'/wadtlgbkgpiodegawebrvOawe4drl4 ea4lbay ryXwdaCeinrrlLO+YrM pcyMY Wr�<ye. e MOW (oruxxvxtln rep�drp Te set Mr�e,deF.ery,recknatllaaCYgakwragawgtlamv,Aloxo/IMI0.214C61MW.DSad9uq K91 YIIapCanparxnl T Parte EMBmtl. 62MFhivni2ur ONd1e xan In®Relekekxra.4lBN.had StaeL SUIle 312 lbxmtlMi VP22311, serge.11 3Yfn Job Tlrss T.Typa Gfy My i1040t3B] 12290TOA T47 Haff Hip 4 1 20 Reference(optional) Bubilg Gomporsd Slgply. Jedsawille,F132268 a0dV,HJ ll,mCV h2?P JGM5 ealnc TremH Fab VBiY]2028201] Page-L4 10:9KVWtlmeFL?c WawJVVirzmCVVd2?P%JGh50GdD60JmHEoaVBiYm>E8203F21L?Bzl LO 00 600 4,0-0 2.. .1. 17 ass= 2 3 stop F,_2 9 1 5 4 4II 36 11 aoD sa-0 4a0 20-0 Pias Oltaere DCVI- 1102-&0.0.]I LOADING gent) SPACING- 200 CSI. OEFL. In Q.) Intel Ud PLATES GRIP TOLL 20.0 Plate Glp DOL 125 TC 0,32 Vert(LL) 0.12 S3 a595 240 MF20 241/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vial -0.25 S3 s282 130 SCLL 0.0Rap Shasta lnor YES WB OAS Horz(TL) 0.14 3 We Ws BCDL 10.0 Cors FBC2014]FPF200] Moral WorghC 2311- FT=20% LUMSEW BRACING- TOPCHORD D4SPNo.2 TOPCHORD Structural wound sheeMing tlreatly applied or 800 Da pUdlls. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling chat applled or t Gag be bsdn, WEBS 2x4 SP bol WEDGE Lett:2x4 SP No.3 REACTIONS. (Avsize) 3=53M henlW,4=17&Mechanic ,l1 3810-5-3 Max Herz 1=W(LC 12) Max Uplift 3=-2](LG 8),4-21(LC 12),1-13(L012) FORCES. (Ib) Max.Comp.Max.Ten.-All forces 250(lb)or lase except when shown, NOTES 1)Unbalanced root live loads have been considered for this overall 2)Wind:ASCE 7-10:Vu16130mph(3second gueq Vaed=101 mph;TCDL=80psF BCDL=S.Opsl;h=25X{8=151t;1-24X;eavl Get. fl;Ent,B:E.L.GCpi-0.13:MW FRS(directional and C Extedor(2)660 to 3-0-0,Im9dor(1)3-0-0 to 1-1 Exteri 4-0-0 to 511-4 writ-C for members and lomat 8 MW FRS for reactions slwwn;Wmber 00L=L60 plate gdp DOL--1.80 3)Proves Adequate drallage tD prevent water polling. 4)Thlr truss has been deagrsd for a 10.0 an perform chud live load morace tcunent with any other live labor. 5)'This truss has been designed lora live lead of 20AIst ort has beffan DhON in MI areae alters,a rectangle 0,3-0 W1 by 2-0-0wfde Will III befvreen the bottom chard and any other members. 6)Refer to glr0il for truss to toss connections, 7)Provlas mechanical connection(by others)of pass to beadlg plate capade of wtOstanding 27 to uplift at joint 3,21 to Will at(aim 4 and 13 to uplift at lam 1. Q a . ry ny pxxmin [0 MYTEIC scalactiOcc latic stroltra 11 leasout liclaRc pec. `W w _ :. .6,w1 I omPvr TeIwM AM J my 1M xXAk T. Iry a114 r J. m r ry q.vole lW UesF hl.il,eavatll aware u�9 a Y,glMtaetl Bl n e wlm uml�uel enami n.d .-m .vv ladlw,e larw vice pal ao5p MiTekmEtl kuNOYa Rl all xtin anti ICMIRai Mlh pmlAer - xM fVaV xrJ Wol*mY dn,IX N .'alVml° ^q Vxlx 6aaPMNM IrlvkaM s1 aDe.WNery erecAmm)dsnpoll wJlrt ylemi seegN9l/1%I Cwfly Crrarb D5ad9ap aCN BWMnPCmgorxrY SdMylrYamoXon ovddYn Oanl RW M1Ma 418 l Sa .4JK 314N FmAla VMYYJIO T,RL 33610 I Jab TQM T.Type Ory Ply 710901300 I12280TOA T48 Comon mGiNer 1 2 JODRefererre nvEcml Bxldlq Compared Supply, Jacksmwlle.FI 32268 A 0 klnduab nT _F6210]30:30 17 ID:?NLMmeFL?WVwW,inM-QEYoleHJWOUFGDVJII6JM1SOAO&HVDUI2vW1x-L3 3-060 PYO 11 b 10-00 3160 380 3&0 388 Sr8= BWe-1:R8A 3 ,maria 4 1 5 15 8 16 ] 17 6 10 TH020 36 II TH026 Ni.= TH02a Ta II THD3a 66= THD26 THD. THD26 am_ 3100 Y]2 114-0 1Fp9 ~ 3169 3P0 3P0 388 Plate OMditr 4Y1- 11:0.0.00.2-1115:040LL2-9118:010 QIEI ITO-5-06461 N:Q4-00-1.81 LOADING 00 SPACING- 200 CM. DEFL In 0.) lVd PLATES GRIP TCU- 20.0 Plate CHIP OCL 1.25 TG OA4 Ver(l1) -000 67 6888 240 MT20 244190 TCDL 10.0 Lauber DOL 1.25 BG 0.83 VeMTL) 0.21 04 6075 IS) BCLL 0.0 ' Rep Suress IN NO WE 0.93 Hoa(TL) 0.05 5 We We BCDL 10.0 Code FBC2019RPI200) Matrix-MS Weight 169 In FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWclurel wcod sheeting diresty applletl or 4-26 oc purlins. BOT CHORD 2x8 SP N..1 BOT CHORD Rigid wiling directly applied or 1000 w bracing. WEBS 2x4SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. Olvalxe) 1=4643/0-58,571834N-4-0 Max Hoa I-6 (ILC 7) Max Uplift 1=556(LC e).5-555(LC 8) FORCES. Qbl-Mex.Gamp.Mtax.Ten.-NI forces 250(Ib)a less except alien shove. TOPCHORD 1-2=-P7W947,2-3-5627/)37,34_--W0 3),45=-]56&922 BOT CHORD 10=81018080,]-8-81018090,6]=]05X605,50=]65/6685 WEBS 26-1734)15,2-)-19]64)4,3)-5]8148]8.4]=-1]44245,4-6=1611553 NOTES 1)2-plytn tobecannectetltogetherwithlM(0.131'x3')nailsazfdlom Topphotosmesadazfolio 2x4-1mwat08-0a. Webs connected x5100 12x6-290 Std('Bred dlQQO OG Webs connected id rsd ee:2x4-1 row at QQO os. 2)All loads are ns have be equallyded to to all piles,except it naletl as front(F)or back(B)face In ino LOAD CASES)section.Ply to ply connections have been provided to considered Only loads naetl es(F)or(B),unless ortrerwlee irpwted. 3)Unbalanced tool live 11=13have beenncond gust) for this 01deagn. h; 41 Wind:ASO.)-1P Vug=18;30mphMW (3aecontl gust);W.b.r 01 mph;TC pl.t 0, p BCL=1.60 l;M1=25tt;8=4511;L=24X;Bave�tX;Gat. II;Expel he. eendes.18;MWFRS(direc0anel);Weber DOL=1.00placegdp DOLn any S)Tpa hues has beenn deis,nefor for.10.0 ps1 d ofbuthen 20 photo live bad oonwmlpenl vagi any ower re bads. e)' it at ansa has he bottom chord live loth rme Opel on the bottom cM1oto In all areas where arectangle3B0tell by2O0wMle x111 fir released the l conn cMrd and any other member. ]I Rovitle metllenicel wnnection(by other)of Wee to beadnB Plate capable of vatRaraMlrg 5S61D upI1X at joint 1 arq SSS lb uplift at joint 5. 8)Use USPTH13-14 to 1M nails into s)tofr NASDells Into Tess)or equlvalenr spaced x12-QO oc mat sWXingN 1-9-12 Van Ne lett endal es Sha a connect in cont)t trop face of bottom dmM. B)Fill all ail fwles wTere hanger is in confect waM1 lumber. LOAD CASE(S) Standard 1)Dead+Postal five(balanced):Weber Increasm1.25,Plate Irdeca 1.25 Uniform Loads(pit) Vom t-3=E0,35={A,9-12-20 Dedon.-YaaENa'pnPeWw�r IonYPadedd NAtop NCLVOEa IMEN eEEEaI NLEVI4EN6]4Am.IMYMbe40/E eaE �rwedlaliemu `eeh MlleA®cax'ecCrt.M[�wjra DaNaYY�Mnpalxnalers Yx�wn.andala rnv misdAdgcanpurnntrot acv Mlein�Ima m,XclxaNpdNan mW vaXy he gnYclelN ortlmFn Ix'+mclga m]pyweY I^"-uP^are xtGmarr MOlMovertll ." w �roewd mcamw�e �V�pwa 9 �ae I �ere �law a MRek' Wxxulbl daaA.�NwY. adiams; mnlgo218Is Wo lMvsRW316 alV1Y/MI VA Ie OXerYr.pYd9 ugaCL&WJV CUTurwa a4Pwb Edell. aawr dammea mJQM kam PURae remrae.zla Is Wo Meat.SAW 31z ola.aiola VA M14. *eaPe.n sato Job Tnss ]moa TYPe O1Y PIY 10901380 12200TOA TM Common Gir6e1 1 7- Job BwdnGman5up . JEcSomileFl 32m 0.010EAp22Ol6%Tcee(optlareaz0 ,IlFb 210]: & 1] Pp2 I0:iVLIWmLYEWWi1mW-9EVolaHJsWOURGbVJ IBIOAOMDU12u% 4_3 LOAD CME(b) B.d d Cmc IrVl Lo ds Pb) Vert:8=115387=-1153(F)8 -1153(F)15_1153(F)16=1153(F)17=1153(F)18=-1153(F) Q WlgNpq-Yxey MSW pvmstm vW PEIO NOIES qI 1N5 ANO tl1[LWEO MREF NEfEFFNGEV46EW J4Am.lY0YlO1E BEFOPEYEE �atlN I«up wYyvMn MIIeK9mnre«os IK.anµm klr�mtlonlYw✓ti Ixnemelev Mown. ti 1w ai MINa�d<rXtl�cwnryrvnl.ml aInamgn.pelwe u6lMLWYhp tle]Irei muslvMly lla9Y> EINolaon{X�Wmrelersatl x u vaole ll�katly�bktlMomAdl Aureawp. W«beh.xglmnwPre.�nl dKnna«IrcM41uM n�mwsOm]/«�n«aw«x>ai«ur.immnore e�nP«w«mcemKK�nl d-..itil '., MITBk ntlxq'�Wea]r«ikt411y«dio PB'/«�ICN«m Hmlw>WM Wt«rY hYY atlptM+'+IY6wnWe,fw 9«�«tl PJa«�ce�oJ«tllq me tl�ka4M Ywglc,tWvay.mxlMaN dafgo 11..111 bylemc weNNL/IM14bN 011wn,PA'!>ona Kll WMWpCampaiwY 6904 FL EMBXtl. MNIy Y40lmallm aWMtJohomr�IMla kolXNa.RIBN Ice5neu1,5uIM]12 Pb�arNl4a VRRRJI4. - tenpe,Ft 3]610 Job Trees T1ue Typ ply Ply 10131 89 12280TOA 740 Hip Girder 1 1 ob R I II 6VWiNICwnpanNd Slgply, JaCkeornilk,F132156 L?cd cAPr20201 VkaQ6 Iy kdq s,Irc Q Feb2f OT28:91 Mp 3zget ID:?KVWtlmeFL?ctlV3WJVViImIGWaOBAy_ktlgWL30MOGGFNOZMam6eaxA11MrS33zj-12 &00 &20 L.60 8-0 320 8-00 SWe=1:no NAILED n NAILED m® NAILED Bas ff 2 td 3 6.00 12 n d 4 Ir `Yt a 14 15 6 18 5 17 13 310 II MILLED NAILED 24 II HAILED w II NAILED NAILED NAILED NAILED 3s) It BA-0 620 15Q-0 660 390 660 Pkfe Oflseh fXY)- 11:0.31 O-1-11L 14'03101-111 LOADWO(psi) SPACING- 260 C&. pEFL In goc) Well W PLATES OFIP TCLL = %ate Gdp DOL 1.25 TG 089 Ven(LL) -0.15 89 1. 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC On Vell(TL) -0.29 69 0628 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.15 Hood TL) 0.03 1 Na Na BCDL 10.0 Coca FBC2014]TPI200] M.W.-MIS Weight,So to FT=2014 LUMBER- BRACINL TOPCHORD 2x4SPN0.2 TOP CHORD Structural wmod sheathing dredlyapPlled or 365 ac purire. BOTCHORD 2x4 SP No.1 BOTCHORD Rigid calling directly applied or 1660 w DredrW. WEBS 2x4 SP No.3 WEDGE Lett:2x4 SP No.3,Right:20 SP No.3 REACTIONS. girmize) 1=1233m0.SeA4=1231N-58 Max Hoa, 1=50(LC T) Max,Uplltt 1-203(LC 8),4=202(LC 8) FORCES. gIN-Mex.Comp.lMam Ten.-All forces 250(Ib)ormes exceptwhen shown. TOP CHORD 1-2=-1]431285,23=-1525283,34-1]421285 BOTCHORD 1£-19]11510,56=-186/1525,4-5=19]/1510 WEBS 2-6-4987,35 /389 NOTES 1)Unbalanced mat live max,have been considered for Ihk design. 2)Wind..ASCE 7-10;V,ft It antro(8-second gus9 Vas 1=101mph;TCDL-5Ddal;BCDL=S.Opsl;h=25X; 3=45f1;L=24f1;eavedX;Cat II;Exp B;Encl.,GCPI=0.18;MFRS(dlredional);Lumber DOL=1 W(Nate grip DOL=1.80 3)Provide adequate drNnage to prevent aaler ponul 4)This luras has been destined for a 10.0 psi bottom choro thea food mnconcunent with airy other live loads. 5)'This hum has been designed for a Ilve load of 260pst on the bottom chard In At aress More a rectangle 36-0 NII by 2-0.0 wide VAR lit between to bodarn chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of wtthslanding 203 to uplift m join]1 and 2w Iti uplift at joint 4. 7)'NAILED'Indicates 3100(0.148'x3')013 12d(0.148'x3.25)toeONls.For more details rotor to MITek's ST-TOENAIL Dauer. 8)In the LOAD CASE(S)sed on,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Slandard 1)Dead i Roof Live(balanced):Lumber Irbraeee=1.25,Plate Immase=125 Uniform Loads(pit) Vert:1 2=450.23=60,34-60,7-10-20 Concentrated Loads Ob) Ven:2=-97(8)3=-97(016=60(B)5=fi0(B)19-97(0)14_23NB)I5 -15918)16=E (B)1]-159(B)18-23D(B) Ywtlyi No%e WIN/NP- EpxrxxegpfdelPorEe ON ntledNOYILLYOEa IMEx aEFEMNCE Pd6EYF ��' Q )EAm.faeYAIEBEPoNEYEE �wlN lalffidYYrMIh ErIIeYAcuueclom,RhtlmM ItWZJ M4uIXm{.cvwnelers9uwn.oxlb Ni M1MNd pXdYp mrniti,rienl,roe 6 hwrNWn aeon us.ttn G+ItlYp tlakuvir mutvellh irogyllc,ialNat,Nµln P"+mielan W ry�mMYNoortuan Mkw9,n mto Irw weal Wrgm4gi.Blaa`p YMbledbbryeveM WClMpolrcNMaM M1ImaMogla cmorElren,[a.aYY.Aaeeubumrnp-onsuaI.HXmapr,lh¢.In Mire k' Ywg5larl�M[kLllyaldio povaYCJlgrr u4m(chi.YaPalm✓JF}xyugporarly6amgre. ru palutl pJlece repaQg Te 904 Pei-Eon bod. al Aso m]Gwl4o2nme[adlru MNN,31eMNnclim VMI4W DEkHOxI K]IWMmYDomVOlWrll MIy IIMIMpI aayMeYan lira Nub Oxrtde,218 N.lPBSAee1.9JH314.Notta99ky VA9]Id. - Temp,FL 33510 Job Tues Th.Type Oty Pty itOGB13B0 I2 TOA T50 Comnpn 0 1 Inn Rel>prelmRroe\ BWNIryl Component sWY. Jacksonville.FI Fe62107232017Page1 ID:9KLNJmeLicV0WW1mW9YKOalRPnVm4z4)JNXcV9L1 ].]-0 IS2L Gas= Scale=1:2].9 2 9.Oa 12 12 �13 1 3 � I I ]-0 5 -0 9L o Plate 0Basta MY) II:6 Edpe1,13:038Edael LOAOING(pN) SPACING 2-0-0 Cu. OEFL In (Im) IMNI 1Po PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 To 0-ft" Ved(LL) 4 .10 410 .m 240 MTP0 244/190 TGDL 10.0 Lumber DOL 1.25 BC 0.57 VBdQL) -0.21 4-10 >071 iW BCLL 0.0 ' Rep Stress Inc' YES INS 0.13 Horz(TL) 0.03 1 Na Na BCDL 10.0 Cotte FBC2014?PI2007 wm.mS Weight 561b FT=20% LUMBER- BRACING- TOPCHORD 914 SP N0.2 TOPCHORO Structural Mind shealhing dlmctly applied or 5M4 m puffin, BOT CHORD &4SPN0.2 BOTCHORD Rigid refiling directly applied or 1O0-00 bredng WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No.3,Right 2x4 SP No.3 REACTIONS. 01claVe) 1=607th-5-8,3=50M" Max Hort 1=63(LC 11) Mex UPIO 1=67(LC 12).3=67(LC 12) FORCES. (ID)-Max Oomp.00M.Tan.-ANI fomes 250(lb)or less except Men shown. TOPCHORD 12=820/19,23=820/190 DOT CHORD 1-0=751651,34=-75/651 WEBS 2 4=4337 NOTE& 1)Unbalancetl roof live loans have been considered for this design. 2)Wind:ASCE 7-10;Vult,130mph(3-second 9us9 Vasd=l Olmph;TCDL- Omrl BGDLd.Opsl;h=25ft;Bb5t1;1=24f1;eeva=411;Oat. 11;Exp B;Encl.,GGp60.10.MFRS(directional)and C C Elderor(2)0-0-0 to 3-0-0,In1611or(1)3-0-0to 7-7 0.E drunor(2)7-7-D to 10 PO mne;C-C for members and!forces 8 MFRS for reactlons shown;Lumber DOL=1.W plate grip DOl=1 W 3)The trues has been dmlgned lot a 10.0 put bo0om cat Iive load nlammncunent with any other live forecast. 4)'This then has been designed for a live load Of 20,Opst on the bottom chord In all areas Mars a rectangle 3&O ta11 by 0-D Mde M11 fit between the bottom clwrd and any other members. 5)Provide mechenicel connection(by others)of Wes to bearing plate capable of wilhelandln,67 It,uplift at John 1 and 67 Ib uplift at Joint 3. �WI RNNa-VeMy 4etlW�pnnMenWgE4a NO)Ee gl]W9 ANp MCLVOEa MIIEx gEFERPNCEYx4E N4)Il]nr Ie9YMI6 B60KWA ��' �49�vaMi la case vXY rxln INIelIDrtznrvrzavit Rh 0vµµ,1 t LmA piY mrn pnmielv¢.W rvm.ml a 1p m MMOwY dldlg canpp�W d rot I*MmiY9em Palwv us.Ra hAe�y)dveyre�gxelvenN Megplcitilryvl pamrelemcM goparYMpt>»vWbw VW�xevlMww ggde4P� aW"en�avaerolrevaitlu�Y9aaa4xgmweomolp rnuamenibecmv.reeNpoct 1®nPau,,mamrmaannoiaxHa MIT@k �. •do/aM1�epled Nx MtlYmUbpNWtledkCv'Mm m�2e CaRurl e'IEYm]pcJalYdrortW WrP wfitaamcarepWdxN nv W'aLLVMIbICpe.MNary.ere[:.agl Io0U*. BinaaN huhc.W C,BMlaVWl 4aAly lAM pia-a9aMaCL l4NMgCmpw�Wi 1904 'r EanaMa. IWYYIMmdbrl aifWeeanlM NOk YWF11B.21a H.tev SRvel.eJlv]12 NsudM VA21314, i Tempa.r13Y'0 Jab Tmsr Trues Type Oly Py 0 e1 91 122BOTOA T51 HNf Hip Giller 1 1 Ob Fe r Butllre componpB Suppy, Jackwmlfle,Fl32250 &910VO 202D16MlTeklnd gKB9InF TWFeb210]:f2gRAgGYB,L t D:?KV W d11eFt?cd VBw✓NIIemC W-epEwNgKB9Rm3fjK4?BIIA W K[Nel2q%AgDVey[LLO 280 '5.8 209 .8 Svab=x.14.1 aiaB ac l _ "LED NAILED 9x4 6.90 12 2 9 10 9 1 Lj E T E _ WILED 1UILm 4 ais N 2x4 II Oso 280 ]66 ON 1.80 5. Plate Ctta Mr MIO-- 11:0-2-0.08n.th:D1-12.0161.IS:O1-126161 LOADING(pal) SPACING- 2-00 C51. DEFL In (ac) tMefl tad PIATES GRIP TCLL 20.0 Plate GOp DOL 1.25 TO 0.62 Ver(LL) 0.04 45 x098 240 ML20 24W190 TOOL 10.0 Lumber DOL 1.25 BC 0.2] Ved(TL) -DD] 45 >BBB 180 BOLL 0.0 ' Rep Stress hi NO WB 0.15 Hoa(TL) O.00 4 Na Na BCDL 10.0 Cotte FBC2014?Pp00] MaMx-MS Weight:3416 FT=20X LUMBER- BRACING- TOP CHORD 2x4SPNa2 TOPCHORD SimoWhrl rood sheathing direcer applied or 6-0-0 no purms, BOT CHORD 2x6SP No.2 except load veflt . WEBS 2x4SP No.3 BOTCHORD Rigid telling Lawny applied or 10 60 oc throng. WEDGE Lei[2x4 SP No.3 REACTIONS. (IbAlIze) a312A-58,1=314638 Max Hoa 1=29(LC 25) Mex Uplift 4=-14](LC 5).1=-11](LC BI FORCES. (ID)-Max.Comp.lNlex.Tan. All forces 250(th)or less except When shorn. TOPCHORD 1-2=460/198,2-3-38&1]],3-0=-25]/119 ROT CHORD 1-5=175/381 WEBS 3-5-1831396 NOTES 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-11,Vu11=130mph(3-second Met)Vasd=101 mIM;TCDbSDpaf;BCDL=S.OpM;h-_251L R=45ft;IL24ft;eave=4iq Oat. II;Exp B;Eliot,GCpib.18;MFRS(directional);cantilever left exposed;porch aft and dgnt exposed.WmWr)0L1.60 plate gdp DOL=1.80 3)Provide adequate drainage to prevent waar ponding. 4)This truss has teen designed for a 10O that bottom chwrd live load nonomicurrenl Win any other live loads. 5)'Title t.has bean dealgr ed for a If. mal of 20Apet on the Whom chow In all areas Ms.a lecargle 3aO but by2-0-0vnde Wil M behveen the bottom chord all any other members. 6)Provide mechanical connection(by other)of truss to tearing plate tripade of Withstanding 147 Ib l Vitt at PAN 4 and 117 ID uplift at joint 1. 7)'NAIi indicates 3-101(O.1QW-)or 3-12d(0.148'x3.25)tas-nails.For more detaib refer to MIi STTOENAILDealt. 8)Hargar(s)or other connection Eexloe(s)shall be proWded eotficlent to support concentrated ford(s)40 to Man and]61b up at 28-O on top chum,and 21 lb doxn and 8 to up M 2-2-2 an bottom chow. The deegNselection of such connection devloe(s)Is Ne im ponslNllty ototlh mr. 9)In the LOAD CASE(S)section,l0 1s applied to the face of the may are noted as Vont(F)or back(B). LOAD CABBIE) Standard 1)Dead♦Roof U.(tommued):Lumber Immarma=1.25.Plate Increase-1.25 Column Lceds(pit) Vert:t-2-_60,2,3-80,4-6-20 Concentrated Loads pb) Ved:5-16(F)11_10F)12-1 O(F) A. anyasaffe, mEREAOe0nEaaNIRISANeM vVEO .1E9EE0REUSE. MphvtldRr-oref...-ri-in.rrxi~eLv -Iyu,r..lm...d«s9urvn,.gdel«mYt]hLM WIOFgwmwr**af.roi 1Jdtp Ba JpbGe0letlblo Me¢navlmutl miry lnq gwAl«I411yo1Oe4pi laxaneNn«d PeAA'Ybc«P«aa Xt,k4y,Flo tl,e uve,W lxxarhaarhu�he mnweo«al«oNoramaRma«rr.oxEe«.e 1araPRoymaPe�mwnt waW k• Btlway�sNed MlxYAlYodbwev«acM4R0 wtllh P+M�eI'�Er«ra Y�aay adlaGMXIV WIhgp i«g«'aalgtlmce�e0�apx¢ 6a0Ysub Eas IaG�OMn sf«We.daYwrv.«acMnan MWM Of M1ums«M tnmvNenn meW6VMl YIKaN cM1Mapaedaaq BCL aVigOuro«hwi EdMFYYemhtlyl atMae M1«n inm Role M1SXMe,41e N.lee floret,SIb311,Nen�ph VRRZIIG. Trap,FL 3510 Job T. T.Type D!1 Ply 710981382 f2280TOA T52 Halt Hip f t JOD 16MIT (oo8onN1 BiNirN Camporenl Slggy, Jedtsmwlla.Fl322E6 FL?c"APr 20201WM EwNgKBORmSI. Tue Fob 2f M7 Page ID:iKVWdmeFLicWBw.NVum1CW-epEwNBKB0Rm31fK4'lBIkkWNKN%U2rXtA0GYeyy_LO 4 6o YSb a.ao I 15� I Six. 1:171 4x5= W II 2 1 6.00 Fl2 B 1 4 5ffi= 3rd= 030 00 ]d8 3 B-0 & B PIeM DXsota UCYF 11:Etlpe.0.2-51 LOADING(pall SPACING- 2-00 CSI. DEFLen got) Vdal W PLATES GRIP TCLL 20.0 Hate Grp DOL 1.25 TO 0.40 Vd(LL) 0.19 4-7 NB] 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC o.4) V.n(TL) -0.23 4-7 .375 180 BCLL 0.0 ' Rep Stress nor YES WE o.oB How(TL) D.02 1 We nla BCDL 10.0 Code FBC2014 P12007 Mal rM MS Weight 3316 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Ni TOPCHORD Structural sped sheathing directly applied or 6-00co nine, BOTCHORD 2x4 SP Not armee(and yedlcals. WEBS 20 SP No.3 BOTCHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEDGE Left:2x4 SP bill REACTIONS. OWnwil 4-2 =-S8,1=293163-8 Max How 1=58(LC 12) Max Uplift 4=126(109),b95(11C 12) FORCES. (Ib)-Max.Comp.Mlex.Ton.-Ml tomes 250(Ib)orless exceplxTanshown. NOTES, 1)WiM:AGCE 7-10;Vult=130mph(Ssecmq gust)Vaso=101mph;TCDL- .Opsl;BCDL=S.Opsl;h15X;8=451t;114X;eave=oft;Cat. II;EV B;Emi.,GCpL--0.18;MFRS(dIrmfianel)and C-C Erador(2)0-0 tU 300,Intedor(1)"Olo 4-0-0,Extellor(2)40010 7312 xon,cantilever left exposed;porch left and right exposed:C-C for members and tortes 8 MW FRS for reaotlons shoran; Lumbar DOL=1.60 plate grip DOI--1 S0 2)Provide adequate drainage to prevent water ponding, 3)This truss has been designed for a 10.0 pal bodom chord Ilya lead lwnconarrent ash arty either live loads. 4)'This truss has Dem designed for a INa load of 20.Ops1 on the bottom chord In all areas wfiere a rectangle 330 RII by 200 wale will fit between the boltom chord and any other msmDers. 5)Provld.mechanical connection(by others)of truss to bearing plate capable of withstanding 1261E uplm at joint 4 and 95 lb uplift at joint 1. QWAMIWO-eNry sodenp .—.,FFAs NOTES QV TXe see P'CLVUEUMIEN aEFEMNCE Y..MIF.m.m axaoeaEFUPE U5E �9P1 WlNlvlsaYY wAfn MnNfrconrec{ai 1FECeLan 6[mnlwJYu{rm ruumolurs Gwwn.oxl k dol m MNAM Iwrtl.... .c,rot 1nm Mlem,Bekaa ve.ma UMd{e deso—muvl veMY llw q;Mc9Lfy ul —.1 euegaesa{.awrlpaaarneeerogerenl Dl.�uMaeuNfe.�fl.mw.Daalaalo{eme{{1om.«Iv.oeeaora lempo{avmep�ma{1m1e{ariny MiTek' atlw.TxrePAadb Nctllyatllopewnlcdq'ewYDgiaLie WWxE IalYWg4rR11Y WrNUe. fq(gMNaWWe' {eWrxrV lrW WMYgM1'ri UwWe.dMFre{Yaecblm[I GacYV olNa^eadfl{aa Mlarn w44NWINI pp11y CIW1gby2euq Y.'y 0{NgCgrywrlwY T FL Fu1BM. aY41r HpMIa{wr•t1Ye M1an l{In Mule Yufllnb.11911 Ise easel.41X0JIR.IIeINgh VPY2314. series,FL a34t0 .Job The" Truss Type Oty Ply T104 IM 12280TOA T. .1 Hip 1 1 bRf tluMY1g 4g11p01NN 5lgYy, Jackmeelll4F 32256 9.0108 Ax202016MITeklnbuatnee,Inc. TWRBb2107. . 4201] Pagel ID:9KVDUdmeFL?cdWs,dyVImCVV-24olboKgWuxvRVGYWi25WOreLMAROKO6i 640 ]3 0 &40 136 Ov5- Sca Y.1.3 2t4 11 2 3 6.00 12 9 B 1 as y,-4 0 609 ]de OJ seo 13e Plate Opens DLYI-- 11:42-00.0-]I IAADINO(Pel) SPACING- 2-00 CSI. wE In (hoc) VrbX Ud PLATf3 Opp TOLL 200 Plate Gdp DOL 125 TO 0.57 VBR(LL) 026 4-0 >314 240 MT20 2M 90 TO ID.0 Lumber DOL L25 BC 0.55 Viff -0.32 4-7 >2]5 180 SCLL 0.0 ' Rep St.Ina YES WB 0.05 Hoi 0.04 t Na Na BIG 10.0 Cotla FBC2014RP12007 Metrix-MS Welghh 341b FT=20a, LUMBER- BRAGNG TOPCHORD 2x4SPNo.2 TOP CHORD Structural wood sheathing drectly applied or&O0 oc puri ns, BOTCHORD 2w SPNo.2 except all vericals. WEBS 2x4 SP No.3 BOTCHORD Rlgid ceiling directly applied or 100-0w bmdng. WEDGE LasX:Oro SP No 3 REACTIONS. (ItAllie) 4=283q 5-8,1=2931036 Mex Horz 1=8](LC 12) Max Uplift 4=-12](LC 12),1=O4(LC 12) FORCES. (Ib)-Max.Comp/Max.Ten.-All forms 250(Ib)or less except when shown, NOTES 1)Unbalanced mol live Ioade have been considered for this design. 2)Wind:ASCE]-10;Vult=130mph(5 seoon0 gust)Vasd=101 mph;TCDL=SOpsl;BCDL=5.0ps1;h:25X;045X;L,-24X;eaveAX;Cat. II;Exp B;End.,GCpF .10;MWFRS(dlmctlonN)and C-C F e4or(2)0.0.0 to 3O-0,IMedor(1)3-0.0 to eOO,EM.e r(2)900 to 7512 S ;cantilever left spread;porch left and right rep aedC-C for member and forces 8 MWFRS for reactions shovm; Wmbe,DOI_t B0 Plate gap DOI-I,60 3)Provide emasculate drainage to prevent waster polling. 4)This mass has been designed for a 10.0 psi bottom chord Ire road nomor wused with any Drier live loads. 5)'This truss has been designed for a live load of go.OW On the boaorn c1mN In all areas"am a rectangle 33-0 hail by 2O0 Wide Will Xi between the Whom choN and any omer members. 6)Provide mechanical connection(by olhmml of truss to beatlng plate capable of wglstandllg 127 Ib uplift at pra t 4 all 84II,up11X at IOlnt 1. Qw1ddeas wNltr4WpnpeeMxx e'IO NFIp N01fa PYTaOIHe NCtYpFO p/EE PEFEMNLE/AOf Ma)Il]m.1MWA1a9EFOgE USE �vdidmduYemN�++m mteMacadw:Mrs.118 tleYq�kb'IMY�a*�n McmetwSLuuR ugKlnmlMMWdluhlY}cvn{wenl roi 01m s}51em.�Ide�.lfahWlgdeY}wlmmt vavlH Xn yIN o1 W:.kj,gaanalemmlFxgwlY kddWIaM TK W:L{p Flu Xoovatll KbusWcreAcival mp ledM aotJ�bpe tup 6w�Ilnlr Pei�n ddp dim M�xaYv. .,gMnlc-ruar r>dm�Nbachp k' �-rd aq�d eKe lelnvgme I[LEOMR Lolude.tltWvely mecMnpN MaMp olnuviavJ Mmxygmmn weANaVMIOueeh Ewwb.U]a-a9 a1M aC51 WN91q CwnPonW T",Kasel IXrL asn't Pea,E . SNMy YwannXm wtlklJetran FnmfWM 4upMe.Rle N lee Sneai.eulle]12 IlzYa1653 VAy1311. Tnrp,fi a%10 Job TIa6 Trus Type ply Pty 0431394 12280NA 754 M Type 6 1 b Rete f plen euwlrp L.pllpppn guppy, Jacksonville,F132258 8.010aaflo WIp18MiTeklndueNea,ini TWFIC2107:29.342017 Pagel ID:?KVlnbmeFL?c 8wJ Vilm W-27clWKgwlu GYggz SlnIHN WKO3pOA_L? 5A ]-58 2ol II sale=l 26.4 2 3m Fff 3 ] NJ 1 9 W 3r6 II 03-0 736 6`3 7 Z Plate 011seta(XYl-- 11'0.2304JI LOAgNp (paN SPACING 200 CSI. DEFl- In gor) Weft lW PLATES 0111' TCLL 20.0 %. Grip DOL 1.25 TC 1: 1: VerhLL) 0.34 " x262 2I vi 244/190 TAIL 10.0 Lumbar DOL 1.25 BC 0.63 Vart(TL) -O.d0 38 .221 10O BCLL 0.0 ' Rep SKaea 9w, YES WB 0.00 Horz(TL) 0.08 1 No Na .DL 10.0 Coda FBCXH1 TP12007 Matrix-MS Weight 30 lb FT=20% LUMBER- SRACI144 TOPCHORD 2WSPNo.2 TOP CHORD Showboat maturing dlrec9yappiad or600 oc puffins, BOT CHORD 2x4 SP No.2 except and vencal5. WEBS 2x4 SP No.3 BOTCHORD Rgfd rolling clfedly applied or 1O0-0 M bmpng. WEDGE Left:2x4 SP No.3 REACTIONS. gWsiza) 3=293N-5 8,1=293/0-33 Max Horz 1=105(LC 12) Mex UPIM 3=136(LC 12),1=-75(LC 12) FORCES, gb)-Mex.COmp ASax.Ten.-All forcea250(M)orlessexceplwfienshcwn. NOTES 1)Wind:ASCE 7-10;Vu11=130mph(3-second gust)Vasd=101mpb;TCDL=50psp BCDL=5.Opep h=25fl;BASH;L=24f;aeve7lR,Cat. 11;Exp B;Encl.,GCp=0.18;MFRS(directions)and CO Extedor(P)0-0-0 to 3-0-0,Inedor(1)3-0O n 73-12 zcae;canllever left exposal;romp Telt and fight aspop C-C for members and hopes 8 MWFRS for reachom shown;Lumber DOL=1.80 plate Ship DOL=1.80 2)This Irises has,been dWIgned for a 10.0 pat bottom chond Iive batt rwnconcurrent Win any other live loads. 3)-This three has been designed for a INe load of W.0ps1 on the bottom cmrd In all areas More a rectangle M-o tall by 2-0-0 Woe will fit berealen the bottom chard and any other members. 4)Provide mer0anlcal connection(by others)of trues to bearing pate capable of wtlhetanding IW lb uplift at joint 3 and 7516 uplift at John 1. Q epos -Yrylly MgynpiuminempaEIO NO]Ea ON 9Uaxrya M'rLUOEO MIIEx eEFENINGE>A4EW]OAne loppos5aEFOPEYSE Rzkx1Wwtains.-1 hoeh,pocoh— .I1Jeslynk hr uhtv.1 4 u'nelers emwr.oxlarormpgn-,s MIMNy ednyrvini iw1 Inn Mian 3aWaus.Ife lwa�Irp CeYnre mulvMN11'e4N'K�fINul ainkA r*r�aneleeadgar�eJYMnaWob Mp bio IM over I G4b9 Ve�.awFews:rnednlo wever,I wu»w axarla 1 mmwf:ba'afa cr.rcorrV revlr.1a we eFlwM& wmaa'lne MITBk- susc ar aW,, ahpfifi�es". Iapeumlcalgne Nttifxund.nv Jb epss]pge osesto olds fm WnPCuporwnr � soa 3arka 1-1 all kdxbOM�ekxape.dNrrery.a akmawnraYp MM1rt..tse .L.s tc Al. Vlgl cA.11F Wadaaw aCY Bu Terrye.FL 3aarM1 ad11y HWMIm avU9Me M1an Luo RalelmMOe.RIe N.1ee5M1eel.eJM312 NeiauxAl VRYYf1<, i Job Them Tons TYPs at, 1ryY T104B1395 ?1BDTOA VolV01 Valle, I 1 Job Reference(upheld) 20011lg4mgolWMeuppry, JmksnnnlW,FI 92268 8.010 s Apr 2D 2016 MRek Industries,Inc. Tue Fair 2107:f?xS52(i17 Pagel ID:?KVLnJdmeFL2C"SWJ W IIS W-WCM W MLSh30nY1 UT6%LOpma_BITWmEydjfG,,_L_ 6.38 S8 BWe=1:99 zxa ll 2 3.00"122 d i 4 , 3 .4 c 2c4 II I LOADING(pail SPACING 2-00 CSI. DEFL in (kc) We W � PUTES GRIP TCLL 20.0 Prete Gdp DOL 1.25 TO 028 Ved(LL) Na - Na BBB Mi20 2H/190 TCOL 10.0 Lumber DOL 1.25 BC 0.18 Ved(iL) Na - Na 999 BOLL 0.0 ' Rep Straw Ina YES WB 0.00 Hoa(TL) 0.00 Na We BGDL 10.0 Code FBC20TUTPI2007 Mxlb,S Weight 1516 F7=20% LWBFA- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWclural wood sheathing directly applied or 5-38 or Pudlns, BOT CHORD 2x4 SP No.2 exceptendverllcals. WEBS 2x4 SP N.3 BOT CHORD Rigid calling directly aPplied or 10,04)oc burring. REACTIONS. (Ih/size) 1=156/5-28,3=156/5-2-8 Max Harz 1=3RLC B) Max Upli81=-19(LC 8),T-2](LC 8) FORCES. (Ib)-Max.Cont Ten.-Ali fomes 250(to)or less except amen shown. NOTES 1)Wind:ASCE 710;VW1=130mph(3-second gust)Vaad=101mph;TCDL-5 0psi;BOOL=60p if;h=25f;B=45i1;L=248;esve=4f1;Cat II;Exp B;End,GCpl=0.18;MWFRS(oloac cnal)and C-C Exlem r(2)l 3-0to 430,Interim(1)430 to 51-12 zme;C-G lar members antl fames 8 MFRS for reactions shown;Lumber DOL-1.60 plate gdp DOl_1.60 2)Gable Moulre5 continuous bottom chord beating. 3)This truss has been designed for a 10u)psi bottom chord INe load ru xxxtrumenl Win are other INe bads. 4)-TRIS Wm has been designed for a live load of 20.Opsf on the bottom chord In all areas MGM a rectangle 3 6-0 a by2-00 wide MI fit between the notion chord and airy other members. 5)Provide mechaniusl connection(by others)of them to beating near capable of wlth518ndlrg 1911,uplift at Joint 1 and 27 to uplift at idnt3. Q WIaMIdxagx' Me.NC[Ya[LxpIEN gEFEMNCE/Afw YL)49 m.IaDYAla B6agEYBE neQT WYJMufoway MR16N1eMW ccnlrecbrs.IMUw�<WaywYYrWn Wranelersslawc adklwm h4NgM pAWpcanperml.rot Il�xi ryslem.Belae vn,n¢IaM1�m Cegrylm malveMyIMq;ik�YYIN Mtle9,TP'+wnalelawx]perSrlYMu{waleatdeYan Flo niouenlo WdkgrYbxr.awlgNVJtTeatto gevenl WcpYgMMv4Mal lllmweb W/wclrrG membra wYY.M]aaxa lempxay axlPwm�xwnl M1acYq 1' dwaM1�xTged kn rld.JllNmdlopevenlcWlq<e MIiWffibPwwxl Y9ryagaq+eMdtnKKR- lw y�nwq piklmce rogwdxp ere B60a eun E.G. pbkaMceWWo.delNorY.aea:4nutldw:Irq MMmn[m0111miWenLL ANWMIGbrY GWrW.CE929eW aC9l kMk Wl9El1 90MxFbmrWnav6'tie fiwn lira RaHhdt0e,R18 N.lee$MBI.SWW 312 NemrvJM Vh2RJ1l. Telrya,Fl ]Y18 Job Truss Tmea Type GIy Fly 120TOA 20 V02 Via, 1 1 nMIM Jab Reference(optional) Building Cdnpor*nt8upply, Jadrsomille,FI32256 5.0105AVlzndC 16 MOvr3lMuslries.h3IgFs Feb210Tz Ddrrw DkHa 1 10:91WWEmeFLtWVBv.WVIIxmCVV_WJ?iM4RMeeeB3lpFaRM_xwPECRFDeSsaVOkH�l(x sae 10 7o Sad 1 ' bode-I 18A 4x5 h z 6.00 1z ] e s 3 3 4 2x4 and I 2x40 4dhA 0 0 169A p LOBBING(psi SPACING, 200 CSI. rH.,zfTL) L. in (roc) VdaX W PLATES GIMP TCLL 20.0 PIeM Gap DOL 1.25 TC 0.28 (LL) We - We 999 MT20 244190 TOOL 10.0 Lumber DOL 1.25 BG 0.22 (TL) Na - Na 999 BCLL 0.0 Rep St.lncr YES WB 0.05 0.00 3 Na Na BCDL 10.0 Costa FBC2014TPl20O7 MaMx-S Weight 3411, FT=2096 LUMBEW BRACING, TOPCHORD as SP No.2 TOPCHORD Structured vico0 sheathing clrectly applied or 660 oc pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD R1,d telling drectiyapplled or 100-0 oc bracing. OTHERS 20 SP No,3 REACTIONS. 01CA0.) 1=17W1G 0,3=1]W106-0,4-,106'10-BD Mak Horz b39(LC 10) Max Up11ft l=28(LC 121,1-28(LC 12),4=26(LC 12) Max Gray 1=i]2(LC 21),3=1]2(LC 22),4-1N(LC 1) FORCES. (Ib) Max.Co b,xdJax Tan.-All forces 250(Ib)or less except*11an s110vm. WEBS 2 4=-2691129 NOTES- 1) OTES1)Unbalancetl.1 1.loader have been considered for this design. 2)Wind ASCE]-10;Vult=130mph(3-sacontl gust)Va d=101 dr b;TCDL_S.Opst;BCDl-&0psF h=2511;8=4511;1,24X;gave-4X;Cat. 11;EV B;Encl.,GCpd=018;MFRS(stlrecllova)and C Extador(2)0-7 9 to&7-9,imedor(1)3-7-9 to 5-3-8.Exlellor(z)"-8 to 63-8 zOne;0 C for members and forces 8 MFRS for reactions shown;Wmber DOL=1.80 plate gap D01=1.80 3)Gable requires continuous bottom chord Deamg. 4)This puss has bean designed for a 10.0 psi ofond chortl live load nonconc urent with any other live loads. 5)-This buss has been deagned for a live load 0 20.Opsf on the hod0m chord in all areas*here a rectangle 36O tall by 2-0-0 Wide x111 it bet*een the bottom chord and airy other members. 6)Provide mechanical connection(by others)of Imes to beeang plate capable of*1Mstanding 28 to uplift at Joint 1,281E uplift At joint 3 and 2611,uplift at joint 4. IYsyipxafkl la �aWM MIIak:�t•mM+rlya laa0x5klnhlwiM UJ4 u4xm p'rmw4ers51wwn.aM hMR]0m] *b eEWNE YLSE I.rxrr � aOmryMnn.aelae�mx MYMgdrsMermml vwlry Pa gyYYYIMINoltlirygvunaMsuq rrynlry Mwrxgale RA QY3nhW Ilw ovaW uce Nae�ro.N�I xddwb�dnr r Wt�r.r� dv �rp�eMw ww4v�a��I •° Mi Tek. Israel devery aeca—ml ..o fives a'dlru, o seMNWIRI VW.". D]ldVatl KA WraoPeo.Po..m 69x4 11 EvnaNrl. 9b1w IrYmMm rnxYMePan4u Pb1¢InOMe.418N 1ee5hee1.AM314.NemaMb VRY1314. i Te�mA.Fl 3'er Job Tries Thea Type _ OtY Ply W813B] 12280TOA V03 Valley 1 1 ob R BUMItg Cdtepwry Supply, Jecksomllle,FI92268 0.010s MVaaMCVV- 0eFlnduR alK, Tm Feb 21 W2WFesV] Paget ID:iKVLNdmeFL'kdVOwJVVIIanCVV- Ow39iM4RMBeBB31gFSRMYVbeOFD26eeVOWizI_N2 334, In 333 33e Sold.E12A 4w II 2 ass 12 3 1 g g 4 b4 i Zca II qq. e 67L B pa SE LOADING(PM) SPACING 2-0.0 C51. OEFL In (IK) Weft lW PLATES GRIP TCLL no Plate Grip DOL 125 TO 0.12 Ved(LL) No - We BBB Mf20 249/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 VOMTL) We - We 989 BOLL 0.0 ' Rep Slmse Inc;" ES WE 0.03 Hoa(TL) 0.00 3 we Na SCOL 10.0 Cwffi FBC20147P200] Matrass Weight,201D FT=20% LUMBER. BRACING TOP CHORD 2119 SP Not TOP CHORD Stall wood sheetNng directly applled or 0 ()oc purins. BOT CHORD 2x0 SP Not BOT CHORD Rigid ceiling dinsctlyapplled or 10D-0 at,bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/sire) 1=10&S fi-0,3=105/080,4=210/0-60 Max Hoa 1=-22(_C 10) Mex Uplift 1=-21(LC 12).3=21(LC 12),4=5(LC 12) FORCES. (Ith Max.Comp Mac Ten.-All tomes 250(Ib)orless exceptwhen shown. NOTES- 1)Unbalanced roof/foo loads heabs been conslderod for Ma design. 2)W iM:ASCE]-16 Vult=130mph(3-second gust)Vasd=101 mph;TCDLd.Opaf; 3CDL=50psf;h=25X; 3=45f;L=241;eave=411;Cal. II;EmB;Encl.,GCpl=O.10;MFRS(directional)and GO tool (2)zMa:C-C for members and forces&MFRS for reactions shown;Lumber DOL1.60 plate grip DOLL1.00 3)Cade requires continuous bottom chord bearing. 4)This those has been designed for a 10.0 pal beftan chord INe bad renmrlwnenl With airy other We loads. 5)-This truss has been designedfor a Ill load of 20.04uf on the bottom chord In or ernes where a rectangle"S tall by 2-00 wide Will f9 be,N.een Die hatform chord and any other members. 6)Provide,mechanical connection(by oll of Wes to beefing plate capable of Withstanding 21 to uIPM at joint 1,21 Ib uplift M joint 3 and 5 to 11111 at Joint 4, Q WIMNa-ta,a,, pnpm.r...w.asbrsa wv haS,Wp NC(uomaoretraafawnce ll4El61ala nY.fovvmrs earox asE WfIJI WMI IminoaiYY.116 MlteYaCTMcbn.11t�LLT kL NexYY4xl�pnunalmsnw�w�adklam MMQrI bWNapcm,gnmt.rot ti�w5lem fiakraue.Rwdld�xl Wi[�'®ne81VwW II'e gptyMlry ol�epn paunwlersrniMMw+IYMapaoMf RBtleY{f,lnlu tt¢ovadl r� GMp�.aacagh9cgMklo PeYat�td flag MlvaUL11„mwaba]/a clad memL saYYM>•"aMnalempaaym]FennmatlpxXp 11ek atl'✓.]P��faedbrlRlMatlbpevapcQtxm n®IIoCo�w�vl teaYwJ Wei eY W�✓W raPaad P3�ko mlplR4a�e klaCadLsbo3e.tlBINMy.BIacFn m][xvAgollnme.aNlnit6NMmi wMNWRII OUYIy C4Mw.D9B39ax1 K91 BuaTeCwnponx4 rvw,Fa EW mBNtl. adMYYbmyGn wdryb M1dn I�W110 N111aM.21a N.lee Skcat.Shce]12 NeYudM VR22314. iaL a'6to JOE True T.Ti Dy Pty 001380 122BMOA VO4 Vela I i Jab thassaxe lional Boeing CenppyiX sappy. JacbgrvilM.H 32256 BelosAr202016MTeklMulres,Ire. Tue Feb210I3d9]201) Peat ID:?KVLNbneFL9cNBNJVVItzmCWSaTAWNi IHUN.EyNg BTW 9 9WSEW4q-Ky 30 2-]L 138 138 pop 13 a.. $.a 2 8 ba- 1 02-10 ooa PlNe onsets(XY1-- IL030 o-2-11 LOAgHG(psi) SPACING- 200 CSI. DEFL In goo) IMen tN PLATES OAIP TCLL 2nD PNta Grip DOL 1.25 TC 0.01 Verl(LL) We - Na 999 MT20 244/190 TGDL 10.0 Lumber DOL 1.25 BC O.at Ved(R) Na - Na 99B BGLL 0.0 ' Rep Stress lna YES WB 0.00 Hom(TL) 0.00 3 Na Na BCOL 10.0 Catle FBC201MP12007 Metrix-$ Weigh:61b PT WNBER- BRACRJG- TOP CHORD 2x4 SP No.2 TOP CHORD Simdural sand syleatNng dredlyapplled or 2-7-0 op Wrllns. BOT CHORD 2x4SPNo.2 BOTCHORD Rigid ceiling diredly applled or 1030 w bdcing. REACTIONS. (INslza) 1=5 -9.0,3=53@ SO Max Rea 1=6(LC 10) Max Uplift 1=6(LC 12),3=-6(LC 12) FORCES. (ID)-Max.Camp.rMex.Ten.-Al tomes 250(Ib)or less except Mien show. NOTES 1)Unbalanced roof live loads have been compared for this design. 2)Wind:ASCE T-10;Vult=l3omph(3-second gust)Vas1=101 mph;TGDL=S.Opsf;BCD"ftps(h=2511;3-05ft;Ir24ft;eaveyllp Cel. Il;Exp B;End.,GCpl=0.18;"FRS(dlredional)and C-C ExleOor(2)zool for members and forces&MFRS far readlons shown;Lumber DOL=1.60 prefix grip DOL=1 60 3)Cade requlrea continuous Whom chord beading. 4)TNs have has been assigned for a 10.0 pat bottom chord live load nonconounent Win any other live loads. 5)'This toss has been designed fora live load of 20.0ps1 on the bottom chord In all areas wtlere a reciargle 36O an by 2-00 Wide will fit between be bottom cfwN and any other merpri 6)Provide mechanical mmaclion(by omers)of truss to bearing plate capable of wghs%WIW 6l uplift at joint 1 and B lb upI01 at joint 3. Q WAANWaYN/y[a'anpanunrxemORGONOFE50N iNl41Nn MLLYpEOWIEN REFERI NCE 4A.iFai Jm.la0.YMneaEEOREnSE R.iBi W4tbuce wJY WIN AM1aNtMwn,ucMrllrs MYgr NlvaMadV�4un Wani.Yirzsnnwn.mihla la,MNWxnl dldlp mrnM+wnLro1 l ruscir�dna®aenJ�9'vvR:oi(Wk1orRn�I ReNk9Nrii 'watt «IwamenW�rv.9wYY�abnk iemmV.�" 1oNI M1Wrmar��iab«M k WkMreWWlw iaMWaulfo Meveelcdgxe Wm poaMe pDrurdyeay as q`µan«,r,tge.ragemltl teldFlmrev�rdry l,e MiTek I�'kalbnnaa�.Wal livi.cnmm]MpyrgBrinsn oeUx—t.sx AAH9/I vI .U4nIM.,ou29.rq ecg&Yiq Comp.rpnl Saoa v.�F.Fvr aMe. 9d.ly Mamdp,saddle M1an Lin Rab MIIIr2 .21e N.l.e Sheer,eM1e 312.Nemgb VPY1311. ieOp FL 3d5rD Job Tllm T—Type Oy Pty 04613Bg 1228OT0A VOS Valey l1 1 .4A Rclmm¢e/nnenrul\ Bugllg Gomporent Supply, JackBOlrvllle,FI92266 50oJVS r20201WSaT D2Niiealre. TNBFe TOT_vZ_gW5lET ie_Ky ID:?KVLMEnWFL'hAV6wJWiIm�CW-3aTF02NIGgHUnLeIEyNg�bTOT vZ_plffSlEmOjq_Ky bL8 64B 'd4 II Scale=1 HA 2 6W 12 5 t t d a4 II I LOADING(pN) SPACING- 2A0 CSI. DEF�OM Vdefl tM PLATES GRIP TC LL 20.0 Plata Grp DOL 125 TC 0.56 VenWe We 999 MT20 2Wied TCDL 10.0 Lumber DOL 1.25 BC 0. O VenWe BBB BCLL 0.0 ' flap Stress Incr YES WS 0.00 HortNa are BCDL 10.0 Godo FBCMI1 P12007 libi Weight 23 lb FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Strudutal stood sheathing directly applied or 6P0 oc pudlns, BUT CHORD 2x4 SP Not except end verticals. WEBS 2x4 SP Noi BOT CHORD Rgid ceiling directly staf tl or 10-00 a bmdng, REACTIONS. (IWslza) 1124/64-0,3=224!640 Max Harz 1=81(LC 12) Mex Uplift 1::112),3=45(-C 12) FORCE& (Ib)-Max.CompWax Ten.-Alltomes 250(lb)orleas excaptwheashown. NOTES 1)Wird:ASCE 7-10;Vu11=130mph(3-a cond gust)VaSd=101mph;TCDL-S.Opaf;BCDL=S.Opsf;8256;8=4511;-24X;eavi Cat. II;Exp B;Encl.,GGpb0.16;MFRS(dlrealona9 and GC Exledor(2)0-0-9 to 3-0-9,Inlerlm(1)34-91062-12 zone;C-C for members antl forces&MFRS la re.dons shown;Lumber DOL-160 plate grip DOL=1.60 2)Gable requires continuous boflom chord bearing. 3)THIS truss has been designed for a 100 prof bodom chord Ilv r load runcarlWrrent with any other live loads. 4)'This truss thea been designed for a live load of Mthoe1 on Me bottom clhord In all areas More a rectangle 3-6-0 tall by 2-0-0 aide rill fit befwsen Ina oo¢an chi and any other members. 5)Provide mechanical comhecllon(by others)of Was to beefing plata capable of wllhstanding 4 to uplift at pint 1 and M to uplift at Joint 3, AWJBXWO-VMIy CrtlaepsvMaeW PEAO NOIGa as1I44INO N[LWEa MIElaEF6YXCE IIaEe611)i m.feOYA/BBFiOPEVSE IJesUc MN IwuSeaYVwM Mle�ca'recba R8O9WII®CmsdcNYN�"I-h M m¢Iars Lwwn.aNhlam MNJVJ IHtltli9 held.ml I inn.Wl�xeue.R¢dWlpdaMlWrinhslvalfy X¢q{tNtlllNolOeY�MumMsotl PM+edYM;ufn-Me MtlegxhlnbflW o�a'tll MJS4�`4h.H2ropL tale]hb PW/aNla .MpdYNALglniwelLatl/dcMtlmemCcpa. 1, A6]]wxl lelnPnayad Pnlvmlbesxg t�J'u\IfelevYJttl ka Wt!/UHI¢peMROfM4 rusam.eL YJ t' rnIPWeMbanWe. luguiadyltW�ce legiW ln9 avk:afkn aMla3a.ddbely.aaMm]hopdhiawatl Mvgabn(ten/JLV/Igl0otlyQAM,UYMav1 BL51WMpCerpMnl mw socuperiaEousevr FL IailosSIO 1�9oIMYllilwmmWl av�LlLe M1cm GlpMbxYM119.21BN.tee31ree1.9M312 Nen>1vN¢VA22d14. Tena, Job T. Two Type city Ply - --- .. . T109B140D 1223010A VOn Valley 1 1 Job Billing Compmxnl Supply, Jecksembile,Fl Mae 6.010sAp126201616 0TMITalooticnall ek IMu3Ne3,lnc. b Fe210]:29:39201] PB901 ID:?KVLNdmeFL?cUV9wJYViIanCWwn1DO0NNLPLPUDIN1ogwRPoHpOJ41]_OJY-JWg_Ki 44 a 668 6We•11a] 2 2b, II 601 4 1' 3 20 9 G4 I I LOADING(psi) SPACING 200CS. DEFIL n (lot) Men lid PLATES ORW TCU_ 20.0 Plate GOP DOL 1.25 TO 022 Vel1(LL) Na - No 999 MT20 240190 TCDL 10.0 Lumber DOL 1.25 RG 0.15 Van(TL) Na - We 999 BOLL 0.0 ' Rep Stress Ina YES WE, 0.00 HorLQL) aw Na nla BCDL 10.0 Code FBC2014 T11200] WM x-S Weight 15 to F1=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structure aced Washing directly applied or 4-49 oc puffins, BOT CHORD 2x45PNo.2 except and verticals. WEBS 2114 SP No 3 BOT CHORD Rigid ceiling dirt settled or 10-0,0 oc bmc9ng. REACTIONS. (IWeize) 1=144144-0,3=14M440 Max Hoa 1:Ui 12) Mex Uplift 1=3(LC 12),3=-29(LC 12) FORCES, (b)-Mex.Comp.Rbax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasil=101mph;TCDL=5.0psf;BCDL=5.0psf;R25ft;BoSft;L=24ft;scar R;Cat. 11;Exp B:End,GCpib.te;MFRS(directorial)and G-C Etlehor(2)0-]-9 to 3-]-9,Inlerlm(1)3-7-9 to 4212 zcnsi for members and bass S MFRS for reactions shown;Winter DOL=1.60 plate gtlp DOL=1.60 2)Gable requires continuous bottom chord loading. 3)This Mss has been designed for a 10.0 mal beftom effort live bed noncenmrant with arryother live bads. 4)"This Mss Ivs been designed for a Ilve cad of 20.0pet on Ne botlom consul in all areas%Msm a ablalgle 3A0 tall by 2-04iwida will lit be.the bottom Word and any other members. 5)PmMde mechanical connection(by others)of Mss to beading plate capable of Wtfxtallding 316 Uplift at joint 1 and 29 to uplift at joint 3. Q Nesula -x x�pr ii,s BLlp Ne]LL OB NXa AW NCLIgED M/EN BEFEaIXCE aIaEY]4)]m.fa16101E BLFOBE USa oknosid.—UnYMIh.cae Ino RC tleLmkbutlaYY Wen pamrelanfM+wrt a'AaMm.xlMdM lrJpLycungren4 rv4 r Jp deXxwl ri�aXN."cKAny m Ue"1—l's, Pns11 ku:oa� vc Xw rMWjn is".—.1 awe laaeNplwBaolol Yme near d"w+f" °gm°i. tebr.Y�a:; h«m�w�iN ,�,Ig°nw enlamnn MiTek' IWIMXon Bol�]a.eaue,y.aracnmmdlm[:Xg o1 m.�.mdla�mlmw r,xwmlawrym.nawea+a4aev Baaa9eoag.o.m eao4 I.A.E.n ei. yYtlyagiMLyl oatlYtle ppn lm WH IMXMe,Ria N.Ion SeeeL9Be 312 P1e[m]h VPZY.114. 1r,FL 33610 Job T. Tees Type Ory Ply 710161901 122801OA V07 Valley 1 1 Job RNererce(000") BuiBirg Camporwn Supply, Jecksomllle.F132255 6.0106 PPrilz 0 M IpOOletnm,lnc I Feb2101:Lbi9OJ011 j-11 ID:2KVtnldmeFL2MVewJVViIzmCW-rm1pOONKLPLPUD11gwRPogOLbjl OJy_Joezl fCT tae 2+B 3®Ie�1B] 2 MII 600 12 1 Ll 9 e 3 2w% 21M LOAWNO(pN) SPACING- 2-00 CSI. AFL. In pccl VEstl IM !Igfi�t7 TGRIP TCLL 20.0 Plate Ghp DOL 1.25 TC 0.W Vert(LL) Na - Ne BBB O 204/100 TCDL 10.0 Lancer DOL 1.25 BC 0.03 VehQL) Ne - Na BBB BOLL 00 ' Rap Suess Inc, YES W B 0.00 Nolz(TL) 0.00 No Na 'CDL 10.o Cotle FBC201GFPYLOOl MathxS ib FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural word sheathing directly applled or 2- oc WHIM, BOT CHORD 2x4 SP No.2 except end yeAIC61s. WEBS 2x4 SP No.3 'OT CHORD Rigid cella g directly applied or 10.041 cc bncirg. REACTIONS. (INslze) 1�4-0,3=64 4-0 Max Rom 1=23(LC 12) Mex UpIIX 1-1(LC 12).3=-13(LC 12) FORCES (Ib)-Max.Comp.Nm.Ten.-All lomm 250(th)or less except when shown. NOTES 1)WiW:ASCE 7-10;Vult=130mph(3-secmd gmt)Vmd=tolmph;TCDL=5.0psf;BCOb5,Op f;h=25(1:B=45f1;L=24X;e8ve ft,Cat. II;EV B;Encl.,GCpl=0.18;MFRS(clumdons))and C-C Exlehor(2)zone;C-C for members and forces&MW FRS for reactions shel Lumber DOb1.60 plate grip DOL=1.W 2)Gale radulrm continuous concern chON bmAng. 3)The truss has been designed for a 100 pot bottom chord live load noncdncurrent with any other live loads. 4)-This tmm hes been designed for alive load of 20.0psf on the bottom chard in ell are.where a rectangle 380 pall by 0.0 wide WII fit bebveen the bottom chord and any other members. 5)PrMIW m.hanlow connection(by others)of cruse to beahng plate capable of ynthsteading 1 Ib uplllt at joint 1 and 13 He upIIX at join 3. IPHM'e-YMly tlaNenp r—ccf.p sclas ON t.M ANO Wcload MIIEx P..YA6Egllls-1.Is.use TamP�ylam IaeeulscaiYY`.evin I.,sopm[nelarner KeMrWTklgupYim.Nau."1+a Wrmielart N[rvm.agklumivJMdltl WWWunn'...l.-al bA79 depwocce1ccoaakbdctlretl once. MferclSr,Spescvmi b ¢tp b Wahr un,ow, es-'y ablopeu9JCc6tTm WMpnYlepavW Mery WP%�mrydJnNe rn�ad P,duxe reWOVM IQ kolbn rl^ruN.UM�YYOIVW1BMIf harem, . Mh'YMrphM a�Sla Ywn 1�Nob bWMA4 RiBN.lee SOIL Sale J1201era Jka VAR2a14. Tes.FL=1 Seip vv NT 'z= m 5 y -m n x m N ^+ Z ° m 3 050-09oa A A 4 ° r n �� o� v Z ag 3omH3 ^003 � g n - � mn ^ �'' 0DOo = N m �0o4 � 0 ° ° oc a_ 3n'° n mo'£.� 6 0� ' no°- a' �a -'gym D Fo°ona�0. n.0000 adxo p mosm- ' `-7 mma as 3ma Z oo_ no , mm m � � �(I1 o �3m R ' q3 - ao na3 0 2Dwm m 9o. an JFNv� C a Y @Nm6 p 4 Q'U <—o a.O O noo �q Fm fm�oc°> �.m aQ O oocm c ag 3' sob. 0305 oo `°' ••30007'. Jmoc °. 01�.5 = ooma � o7a �0 0v_ n~ 2 mm0m�_n0 m0�.�� -0d _4ano ° m �0 3 °. °.a3oo. � 042' 20 ° 9aoF -80 Q3m „'-- om' 00 0 00o O:, cmo ' m -n omOJ F o3 a3 3F ' a� 2 ma, °o ° so �m m' myF oo amo No Ho mo mx G 70 $m mJ O Oo<' m j0 NN.�O NO 7 m' om dao 00 o7Ja°. V 30 m - 3 F cmc - sH n9y Z..0 0`22 TOP CHORD m 3 �.,?_ O p 30 oz , -a my moa m ° J Z -z 4m rn 80 � om sm - 9.m v zmm mra 0 n �+ i.m m N < v p we 2 `V 0 N N % N O. A A m 2 O N 4 tJi ® mN m 0 v IO 3 3 z m °' < m o' a u a ® A 6 s •rt m m 3 a m MR n„ 7 3 a� �3 7 g a d z 'm o u us a v' m m a m TOP CHORD q n p R� � B$ h�4g3 �2 383 �a�a m 4�0 o ° m Q� Qp 4 3 Q D sO 320 03m g o� �4 g8� d� mo asm3 0° d'n3 3 s�^ �` �BpR � m N 4 00 � ID 4o n go d m6} o& s 6s 6 o� $gn 'a �$ �3 oaf m�� ° dQR3 0& OQ O `V n3 "R SoI �� 4 .3B $g o° cq. gff� $o °� yg s�m S 43 4m mRo`x a3 0 aR o ate_ m- 'O O sa a ms � s 8' s 3b �Ba a5 4B s” g a za Eq sos 0 o E �� 8Q 9g $. go ao sog �n m Em ya° s $n n ma<om °o a Q co a _'m8 �R -94d � °m om 7°� g oa d � dv a y 0 39 $ '� �o � � - Ro' RN m'o° $'M C n Q a� 3� °ss �a is R 3 �3 Ram �j O 2S LS� a o� ma ° o o _0 3� ° �� P3 (D m of o 3 3 'Zx a 'am nn RD ° 3 3 3° �° 38 mo £ F R 2 e o � Tiw 3 R Q, m d8 0 ¢ R mmm n �� „Q ( Z m N OFFICE COPY FORM R405-2914 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Juangton Right W 3769 Builder Name: Toll Brothers Homes Street: 1786 Atlantic Beach Dr.(Let 70 AB) Permit Office: Atlantic Beach City,State,Zip: Atiantle Beach FL, Permit Number: Owner: Toll Brothers Homes Jurlsdlctim: 261300 Design Location: FL,St.Augustine County:: Duval(Florida Climate Zoos 2) 1. New constmGlen or existing New(From Plans) 9. Well Types(4423.3 sgft.) Insulation Area a.Frame-Wood,Exterior R=19.0 4203.30 IF 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 220.00 ft' 3. Number of units.If multiple family t G*NIA R= tP 4. Number of Bedrooms 4 tl.NIA R= ft 10.Gelling Types (2745.0 InsulaR--38.tlon Area 5. Is this a worst case? No a.Under AHic(Vented) R=38.0 2325.00 if 6. Conditioned floor area above grade(112) 3789 b.Under Attic(Vented) R=19.0 420.00h lF c.NIA R= Condlflonedfloor area below grade(ft) 0 11.Ducts R ft' 7. Wlndows(83B.9 sgfL) Description Area a.Sup:At5%Ret Attic,AH:Mein 6 379.5 a. U-Factor: ON,U•0.33 638.86 W b.Sup: Attic,Rat Air,AH:2nd Floor 6 379.5 SHGC[ SHGC=0.30 12.Cooling systems kBo/hr Efficiencyb. 1.1-Factor. WA tt' a.Central Unit 36.0 SEER:14.00 SHGC: b.Centre)Unit 18.0 SEER:14.00 c. U-Fader. WA fl' SHGC: 13.Heading systems kStulhr Efficiency d. U-Factor: NIA ft' a.Electric Heat Pump 38.0 HSPF:8.20 SHGC: b.Electric Heat Pump ,18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.580 ft. 14.Hot water systems Area Weighted Average SHGC: 0.300 -a.Natural Gas Tankless Cap:1 gallons 8. Floor7ypes (3789.0 sgfL) Insulation Area EF:0.800 a.SlabOn-Grade Edge Insulation R=0.0 .2745.00 ft' h. Conservation features b.Floor Over Other Spec. R=0.0 1044.00 R None c.WA R= ft' 15.Credits Peter Total Proposed Modified Loads: 95.18 .PASS` j Glass/Floor Area: 9.169 Total Baseline.Loads: 95.47 I I T1S 1 hereby certify that the plans and specifications covered by Review of the plans and E 5T Of 4T& this calculation are in compliance with the Florida Energy speciriwtions covered by this J' ,� 5 Q£a'O, I v calculation indicates compliance Code. u„yJ � with the Florida Energy Code PREPARED BY: Before construction Is completed _ DATE;' this building will be inspected for 1 compliance with Section 553.908 0 I hereby certify that this ,as designed,is In compliance Florida Statutes. O with the Florida Energy Code. COO�� T. BUILDING OFFICIAL: OWNERIAGEN2 DATE: I�� DATE: 7 I - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory.sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402A.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 21 32017 3:32 PM EnergyGaug.0 USA-FlaRas2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT The: Julington Right W 3789 Bedrooms: 4 Address Type: Street Address 1 'Building Type: User Conditioned Area: 3789 Lot# Owner: Toll Brothers Homes Total Stories: 2 Block/SubDlvision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothem Homes Rotate Angle: 0 Street: 1768 Atlantic Beach Dr. Permit Office: Atlantic Beach Cross Ventilation: County. Duval Jurisdiction: 261300 Whole House Fan: City,Stale,Zip: Atlantic Beach , Family Type: Single-family FL, New/E)dsttng: New(From Plans) Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Dally Temp J Design Location TMY Site Zone 97.5% 2.6% Winter Summar Degree Days Moisture Range FL,St.Augustine FLJACKSONVILLE_INT 2 32 93 70 75 1281 64 Medium BLOCKS Number Name Area Volume 1 Blockl 2745 27450 2 Blockl 1044 9396 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2745 27450 Yes 3 2 1 Yes Yes Yea 2 -2nd Floor 1044 9396 No - 2 2 1 Yes "Yes Yes , FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1Slals-On-Grade Edge lnsulatio Main 238.8 It 0 2745 fl' — 0 0 4 2 Floor Wer Other Space 2nd Floor — -- 10444P 0 0 0 1 ROOF Roof Gable Roof Solar SA Emi6 Emkt Deck Pitch i # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Mad Composition shingles 3070 IF 688 IV Medium 0.8 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full attic Vented 300 2745 fi- N N 2/1312017 3:32 PM EnereyGaugeS USA-FlaRas2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING TYPO i Gelling Type Space R-Value Ins Typa Area Framing Frac Truss 1 Under A111c(Vented) Main '38 Blown 1463 fl' '0.11 Wood 2 Under Atha(Vented) 2nd Floor 38 Blown 862 ft` 0.11 Wood Ij 3 Under Aftic(Vented) Mein 19 Blown 238W 0.11 Wood �- 4 Under Attie(Vented) 2nd Floor 19 Blown 182 ft' 0.11 Wood WALLS V. nnnf Adlacend Space Cavity Width Height Sheathing Fremin9 Solar Below 023 DA 0 1 W E#erior Frame-Wood Main '19 37 4 10 313.3 ft' .01 0 2 W Garage Frame-Wood Main 1 0.23 0 3 22 0 10 22001P 0.23 .01 �3 S E#ador Frame-Wood Main 19 77 0 10 770.011' 0 V 4 E E#erior Frame-Wood Main 19 53 4 10 533.3ft 0.23 0.6 0 5 N Exterior Frame-Wood Main 19 77 0 10 770.0 fl' 0.23 0.6 0 V 6 W Exterior Freme-Wood 2nd Floor 19 53 4 10 593.3 ft' 023 0.6 0 1/ 7 S E#mior Frame-Woad 2nd Floor 19 37 6 10 375.0 fl' 0.23 0.6 0 �8 E E#edor Frame-Wood '2nd Floor 19 53 -4 10 533.38' 0.23 0.6 0 �9 N Extedor Frame-Wood 2nd Floor 19 37 6 10 375.08' 0.23 0.6 0 DOORS S ace Storms U-Value " HeIgM Area R Ornt Door Type p FS In Fl In None .4 3 8 24 fP - 1 W Wood Main 2 8 8 21.3 ft' 2 W Wood Main None .4 WINDOWS Orientation shown Is the ordered.Proposed orientation. / Overhang Well _* Ornl ID Frame Penes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening V 1 W 1 Vinyl Low-E Double Yes 0.33 0.3 54.o 8' 1 ft41n 1 ft 0 in Drepeslbllnds Nona 2 W 1 Vinyl Low-E Double Yes 0.33 0.3 16.0 if 71141n 1ft01n None None _ 9 S 3 Vinyl Low-E Double Yes 0.33 0.3 20.0 fli It 41n I R 01n Dmpeslblinds None _ 4 S 3 Vinyl Law-E Double Yes 0.33 0.3 &0 tP t It 41n 1 It 01n None None 5 B 3 Vinyl Law-E Double Yes 0.33 0.3 20.0 ft' 1 it 1 Ill None None 6 S 3 Vinyl Low-E Double Yes 0.33 0.3 3.68' tft41n 1 f 01n None None _ 7 E 4 Vinyl Low-E Double Yes 0.33 0.3 45.08' 1ft41n tft01n Drapeslblinls None e S 3 Vinyl Low-E Double Yes 0.33 0.3 30.0 fl' 21 fl01n 180In None None 9 N 5 Vinyl L EDouble Yes 0.33 0.3 45.0 fl' Ift4in 11t01n Drepeslblinds None 10 N 5 Vinyl Low-E Double Yes 0.33 0.3 20.08' 184 in 1ft0In None None _ it W 6 Vinyl Low-E Double Yes 0.33 0.3 30.0 V 1 it 41n 1 it 0 in Drepealblinda None W 6 Vinyl Low-E Double Yes 0.33 0.3 36.68' 7it41n 1fl01n None None 12 _ 13 W 6 Vinyl Low-E Double Yes 0.33 0.3 12.0ft 1fl4in 180In None Nene 14 E 4 Vinyl Low-E Double Yes 0.33 0.3 128.0 fl' 1680 in ift01n None None 15 S 7 Vinyl Lo EDouble Yes 0.33 0.3 38.88' ift4 in ift01n None None 16 E B Vinyl Low-E Double Yes 0.33 0.3 30.08' Ill 1ft01n Dmpes/bllnds None 17 N 9 Vinyl Low-E Double Yes 0.33 0.3 60.01 1ft41n Ift01n Drapes/blinds None 2/13Y20173:32 PM Ener9YGau9e®USA-FlaRes2016 Section R405.4.1 Campilent Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown Is the entered,Proposed odenlation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 18 E 4 Vinyl LOW-E Double Yes 0.33 0.3 45.01P 1 ft 41n 1 S O M Nona None GARAGE Is Flocr Area Cdtirg Area Egrosed Well Perimeter A,g.Well Height Exposed WaII Insulation 6]2 ft' 672 R 75 X loft U INFILTRATION Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(60) .000309 3070.5 168.57 317.01 .2929 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump None HSPF:8.2 36 kBtuft r 1 sys#1 2 Electric Heat Pump None HSPF:8.2 18 k8h hr 2 sys#2 COOLING SYSTEM # SyalemT pe Subtype Efticiancy Capacity Air Flaw SHR Block Duals 1 Central Unit None SEER 14 36 kBtuBrt 1060 cfm 0:7 t sys#1 2 Central Unit None SEER 14 18 kBtu hr 540 cfm 0.7 .2 sys#2 HOT WATER SYSTEM # System Typa SubType Location EF Cap Use SeWnt Consew don 1 Natural Gas Tankless Extedor 0.8 1gat 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Ced If Company Name System Model Collector Model Area Volume FEF ft' —A[_ None None DUCTS / —Supply— —ReWrn— Air CFM25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handier TOT OUT CIN RLF Heat Cool 7 Attie 8 379.5 X Attic 94.875 Default Leakage Main (DefauX) (Default) 1 1 2 Attic 6 379.5 ft Attic 94.875 Default Leakage 2nd Floor (Default) (Default) 2 2 2/13201]3:32 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Pnogia Cool emabllfa ThearmosteJanlrX Feb r0( Maf Ir AP` Ct1eIIlnAgaFyans:�[X1]Jun rIX Jul rtXl Aug I1X Sep r Oct r Nov Decr0( D Venting an t �Feb [% Mar (% Apr [ May [ ]Ju^ ` Jul 1 ]Aug f �6ep Oct mNov D. Thermostat Schedule: HERS 2006 Raferanca Hours I` Schedule Type 1 2 3 4 5 6 7 8 B 10 11 12 AM 78 78 78 78 ]8 78 78 78 80 60 80 8078 PM 80 80 78 78 78 ]8 78 78 78 78 78 Cooling(WD) Ccolin9(WEH) PM 78 76 76 78 78 78 78 78 78 78 76 78 Healing W) AM 8 6fi 68 fib 8 fib 66 60 fib 68 68 6666 PM 68 68 68 68 68 68 68 68 68 fib e6 Heating(WEN) PM 60 68 8 68 68 68 68 8 68 68 68 68 8 6Ba 11 6 2/7312017 3:32 PM EnergyGauged)USA-FleRes2014 Section R405.4A Compliant Software Page 5 of FORM R405-2014ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index,the more efficient the home. 1768 Atlantic Beach Dr. (Lot 70 AB) ,Atlantic Beach , FL, 1. Newcanstmctlonoridsting New(Fmm Plans) 9. Wall Types Insulation Area Ie family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4203.301N 2. Single b.Frame-Wood,Adiewnt R=13.0 220.00 ft• S. Number of units.H multiple family 1 c.WA R- W 4. Number of Bedrooms 4 d.WA R= R' 10 Types Insulation Area wors 5. Is this a t one? No a.a.Undeeilingr Under Attic(vented) R=38.0 2325.00 ft' 6. Conditioned floor area(ft' 3789 b.Under Attio(Vented) R=19.0 420.00 IF c.WA R= fi' 7. VAndowa" Description Area ii Ducts R ft' a. U-Factor. Diol,U=0.33 638.66 W a.Sup:Attic,Rat:Able,AH:Main 6 379.5 SHGC: SHGC 0.30 b.Sup: Attic,Ret Attic,AH:2nd Floor 6 379.5 b. 1-1-Factor. WA ft' SHGC: 12.Cooling systems katuihr Efficiency c. U-Factor. NIA ft2 a.Central Unit 36.0 SEERA4.0 SHGC: 4.00 b.Central Unit it. U-Factor. WA ft' 13.Heating systema kifiwTr EPociency SHGC: a.Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 6.690 ft b.Electric Heal Pump 18.0 HSPF:8.20 Area Weighted Average SHOC: 0.300 8. Floor Types Insulation Area ib.Hotwater systems Cap:1 gallons a.Slab-0n-Grade Edge Insulation R=0.0 2745.00 fp a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 1044.DDf2 b. Conservation feature. e.N/A R= ft, None 15.Credits pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building G4-pxcs, Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed 'I t;s based on installed Code compliant features. qq� ".° E jDate: ,;,�. a° Builder Signature: ,,,,!+,,, Address of New Home: 11ug A"iQn G &Oc l or. City/FL Zip: . DO WE'[4- "Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for Information and a list of certified Raters. For Information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. -Label required by Section R303.1.3 of the Florida Building Code,Energy Conservation, if not DEFAULT. i 2113120173:32 PM EnergyGaugeO USA-FlaRes2D14 -Section 8405.4.1 Compilant Software Paget oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1766 Atlantic Beach Dr.(Lot 70 AS) permit Number. Atlantic Beach ,FL, PNDATORY REQUIREMENTS see individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9065,Florida Statues]requires the EPL display card to be included as an addendum to each sales contmet for both presold and noneesold residential buildings.The EPL display card contains Infomiatlon indicating the energy pedomrance level and efficiencies of components Installed In a dwelling unit.The building official shall verify that Ne EPL display card completed and signed by the builder accurately reflects the plans and speciflcabmra submitted to demonstrate compliance for the building.A copy of the EPL display card can be found In Appendix C. 84024 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Section R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shag comply with Sedlons R402.4.1.1 and R402.4.1.2.The (((((( sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402A.1.1 Installation. The components of the building thermal envelope as listed in Table R402A.1.1 shall he installed In accordance Qh the manufacturers instructions and the criteria listed In Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall Inspect all components and verify,compliance. • R403.4.1.2 Testing. The building or dwelling unit shag be tested and ved0ed as having an air leakage rete of not exceeding 5 air charges per hour In Climate Zones 1 and 2,and 3 air changes per hour In Climate Zones 3 through B.Testing shall be conducted with a blower door at a pressure of D.2 inches w.g.(50 pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the lest shall be signed by the party conducting the test and provided to the code official,Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterlorwindows and doors,fireplace and above doom shall be closed,but not sealed,beyond the Intended weatherstripping or other Infiltration control measures; 2.Dampen including exhaust,Intake,makeup air,backdreft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures: 3.Interior doors,H installed at the fime of the lest,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery venuames shall be closed and sealed; 5.Heating and cooling systems,g Installed at the time of the test,shall be turned off,and 6.Supply and rdum registers,d Installed at the time of the Not.shall be fully open. 8402.4.2 Fireplaces.New woad-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doom shall have an air Infiltration rate of no more than 0.3 dm per square fool(1.5 Usrm2),and swinging doors no more than 0.5 chn per square foot(2.6 Llslm2),when tested according to NFRC 400 or AAMA,ANDMNCSA 101R.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-builterndows,skylights and doors. �R402.4A Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to Ilmlt air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested In accordance with ASTM E 283 at a 1.57 pat p5 Pa)pressure di ferenfial.All recessed luminaires shall be sealed with a gasket or caulk between the lousing and the Interior wall or telling covering. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and coaling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplemantaryelectrio-resistance heat shall have controls that,except during defrost,prevent supplemental heat epereflon when the heat pump compressor can meet the heating load. R403.2.2 Sealing(MandatorylAll ducts,air handlers,and filler boxes and building cavities that f or the ornery ands sealed n containment passageways for air distribution systems shall be considered ducts and plenum chambers, hall with Secdon 0403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness all uta by post-coRsboctlon or rough-In testing below. Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified N accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free'by either of the following: 1. Post construdon test:Total leakage shall be less than or equal to 4 dm(I J3 Umin)per including Net man 29 )of oser handler endoafloor rea All when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system, g register boots shall be taped or otheness sealed during the test. - 2. Rough-in test:Total leakage shall be less Nan or equal to 4 cion(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(251ca)across the system,including the manufacturers air handler enclosure.All registers shall be taped or otherwise sealed during the lest If the air handler is not Installed at the time of the test,total leakage shall be less than or equal to 3*n (85 Umin)per 100 square Net(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Dud testing Is not mandatory for buildings complying by Section R4B5 of this code. 2113120173:32 PM EnergyGauge®USA-FleReal)14 -Section R405.4.1 Com Pagel of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Castles(Mandatory). Building framing cavities shall not be used as ducts or plenums. 8403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids shave 105°F(41°C) or below 55°F(13°C)shell be Insulated to a minimum of R-3., R403.3A Protection of piping insulation. R403AA Circulating hot water systems(Mandatory). Circulating hot water system shall be provided with an automatic or readily accessible manual switch that can turn of the hot-water circulating pump when the system is not in use. R403A3 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.Extemal heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution tine and cold water line located as close as possible to the storage tank. R403.6v1 Water heater eBiclencies(Mandatory). r7z� R403AA.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water 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 setting range shall be from 100°F to 140°F(38°C to 60°C). R403.4.4:1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall to,provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be Provided to permit the energy supplied to the main humans) of combustion types of service water healing systems to be turned off. R403.4A.2111falorhealingequlpment. Water heating equipment Installed in residential units shall most the minimum efficiencies of Table C404.2 m Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment Installed. Equipment used to provide heating functions as pad of a combination system shall satisfy all stated requirements for the appropriate water healingcategory. Solar water heaters shall mel the criteria Section R403.4.421. 8403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy ° factor of the system.The solar energy factor of a system shall be determined from firm Florida Soler Energy Center Directory of - - - - - -- ' Codified Solar Systems.Solar coleclora shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Oemestic Hat Water System and Component Test Protocol,Collectors In installed solarwater healing systems should meal Me following criteria: 1. Be Installed with a tilt angle between 10 degrees and 40 dogmas of the horizontal;and 2. Be installed at an orientation within 45 degrees of me south. he 8403.5 Mechanical ventilation(Mandatory).B The builCodingt4shall anical,aapplicable,provided oith ventilation r with other pproved means of ventilation. ten. f the Florida r an Intake. e.an Residential or ll have Building Code, Outdoor air Intakes end exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. F� R403A Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. TTT h/'• R403.6d Equipment sizing. Heating and cooing equipment shall be sized In accordance with ACCA Manual S based on the equipment loads calculated In accordance with ACCA Manual J or other approved heating and coaling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion of other factors which affect equipment abJng.System sizing calculations shall not include loads created by local intermident mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling any 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 Me total load calculated according to the procedure selected In Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shag not be less than the calculated latent load. 2/13/201]3:32 PM EnergyGauge®USA-Flalies2014 -Section R405.4.1 Com Page 2 of FORM R406-2014 MAND/ TORY REQUIREMENTS - (Continued) /I_ R403.6.1.1 Cooling equipment capacity.(continued) The published value far AHRI total capacity Is a nominal,rating-test value and Shelf nW be used for equipment swing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design tlry bulb temperature for the load calculation(or entering water temperature for wate"ource equipment),the blower Ulm provided by the expanded performance data. the design value for entering wet bulb temperature and the design value for entering dry Design values for entering wet bulb and dry bulb temperature shell be for ithe Indoor dan r lb and relativeitioned humidityused for the load calculation and shall be adjusted for return side gains if the return duct(.) s Exceptions: 1. Attached single-and multi-f tally residential equipment sizing may be selected so that its cooling capacity Is less than the calculated total sensible load but not less than 6o percent of that load. 2. When signed and seated by a Flodda-registered engineer,In attached single-and mult4amily units,the capacity of equipment may be shed in accordance with good design Practice. yy R4W.6.1.2 Heating equipment capacity V R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be,based on the waling requirements as calculated according to Section R403.6.1.1 and the hest pump total cooling capacity shall not be moa than 1.15 times greater than the design coaling load. 8403.6].2.2 Electric resistance furnaces. Electric resistance furnaces shell be seed within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossll fuel heating equipment The capacity of fossil fuel healing equipment with natural draft atmospheric burners shall net be less than the design load calculated In accordance with Section 8403.6.1. 11403.8.1.3 Extra capacity required for special occasions. Residences requiring excess shall have healing mint equipment r capacity tl b On n intermittent basis,such as anticipated additional loads ceased by major entertainment events, P prevent continuous spare cooling or heading within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide woling or heating to the major entertainment areas. .2. A variable capacity system sized far optimum performance dudng base load periods Is utilized. D R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commemial Provisions In lieu of Section R403. 13R403.8 Snow melt system controls(Mandatory). Snow and Ice-melting systems,supplietl through energy service to the building,shall Include automatic controls capable of shutting off the system when the pavement temperature Is above 556F,and no precipitation Is falling and an automatic ar manual control that will allow shutoff when the outdoor temperature is above 40-F. 0 R403.9 Swimming pools,inground spin and portable spas(Mandatory). The energy requirements for reaidenflal pools and Inground spas shall be as specified in Sections R403.9.1 through R403.9,3 and In accordance with ANSOAPSP-15.The energy requirements for portable spas shall be in accordance with ANSIIAPSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a reetlily accessible on-Off Switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and o0-fred pool and space 2n eshall h vwith ANSI Z 21.56. a minimum thermal efficmncy of 82 percent for heaters manufactured on ar after AIMI 16, 013 when tested Ic Pool healer,fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heal Pump pool heaters shag have a minimum COP of 4.0 when tested In accordance with AHRI 1160,Table 2,Standard Rating Conditbns-Low Air Temperature.A test report from an independent laboratory is requlfW to verify procedure compliance.Geothermal swimming pool beat pumps are not requhed to meet this standard. O R03.9.2 Time switches. Time switches or other control method MatanamotallticyIUM thst off and on heaters and a built In timers shallpumps according to a preset schedule shall be Installed on all healers and pumps.Healers,pumps and med compliance with this equipment. Exceptions: A. Where public health stand.rds require 24-hour pump opaattdns. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on4lm renewable generation. O 11403.9.3 Covers. [tested swimming pools and inground pertnenenlly Installed sees shall be equipped with a vapor-retardant cover on 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 slte-recovered energy,such as a heat 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-effcacy,lamps or a minimum of 75 percent of permanently Installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to uhlbs,high-efficacy lamps. R404A.1 Lighting equipment(Mandatory). Fuel gas lighting systems had not have continuously burning pilot lights J•`,'( fib o �erfomance ONLY. All ducts not entirely inside the building thermal envelope shall be Insulated to a minimum of R-6. P' R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single ass un by of the exposed deck and beam type or concrete rises .is do net have suflicent apace,R-10 is allowed. page 3 of 3 2x13120173:32 PM EnergyGeuge®USA-F1sRes2014 -Seralon R405.4.1 Com FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Builder Name: Toll Bmthers Homes Project Name: Julington Rightw 3789 permit Office: Atlantic Beech Street 1788 Atlantic Beach Dr.(Lot 70 AB) Permit Number. city,state,Zip: Atiothe Beach FL, Jurisdiction: 201300 Owner: Toll Brothers Hames Design Location: FL,St.Augustine COMPONENT CRITERIA CHECK ous air barrier shalAir barrier and thermal barrier A confiir thermal envelope colntains a be continuous bed In the arrier envelope. Breaks orjoints in the air harrier shall be sealed. Alr-permeable insulation shall not be used as a sealing material. Ceiling/attic The air harder in any dropped ceiling/soffit shall be aligned with the insulafion and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. / Comers and headers shall be Insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed- Exterior thermal envelope Insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows,skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim oists 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 subfloor decking. The air barrier shall be installed at any exposed edge of Insulation. Crawl Space walls Where provided in lieu of floor insulation.Insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crew[spaces shall be covered with a Class vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetmlions,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 s aces. 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 airtight,IC rated,and sealed to the drywall. Plumbing and wiring Batt Insulation shall be cut neatly to fit around wiring and plumbing in eMedor walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiling. 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. Electrical/phone box on The air sealed barrier shall be boxes shall Installed bdehind electrical of communication boxes or HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have P gasketed doors Page 1 of 1 1!1320773:32 PM Ener9yGauga®USA•FlaRea20i4 Section 2405.4.1 Compliant Sofiwere FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Builder Name: Toli Brothers Hames project Name: Julirgton Right W 3789 permk office: Atlantic Beach Street: 1768 Atlantic Beach or,(Lot 70 AS) permit Number: City,State,Zip: Atlanticaeach ,FL, Jurisdiction: 2513M Design Location: FL,St.Augustine Cond,Volume: 36846 on ft- Cond. Cond.Floor Area:: 3788 SOL ::1 Envelope Leakage Test Results Leakage Characteristics Regression Data: c: n: R: CFM(50): Ship a or Multi Point Test Data ELA: HOUSE PRESSURE FLOW: 1 Pa din Eq�' 2 Pa cfm ACH: 3 Pa ofm ACH(50): 4 Pe cm SLA: 6 Pa cfm 6 Pa cfm not ng 5 air changes R402.4:7.2 Testing• Th3 erlchanges pe lhorinrcClime eaZonesdand 3 through 8a Testing hall beas having an rleakage conducted vfhfa blowerdoorat a pressure of 0.2 our In CNnate Zones 1 end 2, test shall be(s goad by the pedy vo�ndocing Naby elestand Providedtoasscode officiashall be l.Testing shall be performed at any gme atter creation of all of the penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other Infiltration control meas-Me; rs shall be closed,but not sealed beyond intended Infikration 2.Dampers Including exhaust,Intake,makeup air,backdrak and flue damps control measures; 3.Intedor doors,if Installed at the time of the test shallbe open; 4.Extedor doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 6.Heating and scoring systems,if installed at the fime of the test,shall be turned off,and 6.Supply and return registers.If installed at the time of the lest shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, 04tKE5Tq � O performance results demonstrate compliance testing shall be Conducted by an 'r oy .�,r° 0 uapproved third party.A written Code requirements in �p with Florida Energy q report of the results of the test shall ,- •o of accordance with Section R402.4.1.2. P be signed by the third parry conducting the test and provided to SIGNATURE: the code official. 01)we PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 211312017 3:32 PM EnergyGauge®USA-FlaRes2014 -Section R408.4.1 Compliant Sakwero Page 1 of 1 Job: WCowan'q Project Summary DO.: °r"1.114°" '_p'", -�1 (Rest of House) By: Saldie Guin6vano dme qhH. McGowan's Heating & Air Conditioning, Inc. &59 colllos Raaf coonp PPo FI33913P e:991-2760339 Fea',93 27P0]W Emell:Mrey®mc9m'rzmec.am Vleb:wxay.m�ow&n Proiect Information For: Steve Maden,Toll Brothers Inc. 160 Cape May Ave.,Ponte Dedra, FI 32081 Phone:(904)217-0739 Fax (904 814-8173 Web:www.tollbrothers.com L smeden@tollbrothersinccom Notes: JULINGTON Desian Information Jacksonville FL Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TD 37 °F Design TO 24 °F Daily range M Relative humidity 50 Moisture difference 60 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26589 Bum Structure 22293 Btuh Ducts 3601 Btuh Ducts 4730 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Bum (none) (none) 0 Btuh Humidification 0 Stub Blower Piping 0 Btuh Equipment load 30190 Bum Use manufacturers data y Rate/swing multiPtier 1.00 Infiltration Equipment sensible load 25521 Blum Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 19 Btuh 8 Ducts 813(0 Btuh Central vent n) 0 Bum Heating C00" (none) Area(8� 2745 2745 Equipment latent load 4432 Bluth Volume In 27450 27450 Air changes/hour 0.23 0.13 Equipment total load 29953 Btuh Equiv.AVF(cfm) 107 57 Req.total rapacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 11 5 EER, 14 SEER Efficiency 8.2 HSPF Efficiency Heating Input Sensible cooling 23100 Btuh Btuh Healing output 33800 BIuh@47°F Latent cooling 33000 Btuh Temperature nse 29 °F Total cooling Actual air Flow 1050 cfm Actual air flow 1200 cfm Air flow factor 0.035 cfin/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=31 aF Backup: Input=9kW, Output=30179 Btuh, 100AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2917-Fee-1311.32:33 +� +41- Wrf®rltsoR' camlal6ulleerby WMB�'seall n.o.t9 acu93aaa Pg7e1 A(.r ._WGlon\Tdl&oNersllulln91an 9789 W9brrvp CeIc=MJ3 Fmnl Ooo,lecea W Job: i,"Biwill Project Summary Dote: Second Floor 9y: ssldlo GWntivzno McGowan's Heating &Air Conditioning, Inc. 4850 Calrne Rnatl,O,anpe Pak,FI32br3 Plwne:90<-R)B033B F•x'.N0.3]&0388 Emsll:Xa•Y�On�Waseu.wm WxE:wxa.mryw/ensacrun We For: Steve Marten,Toll Brothers Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone '904,217-0739 Fax: (904)814-8173 Web:wwvr.tollbrolhers.com Email: smerten@tollbrothersinacom Notes: JULINGTON Weather: Jacksonville FL Winter Design Conditions Summer Design Conditions 34 "F Outside db 99 °F Outside db 70 °F Inside db 75 °F Inside db 37 °F Design TD 24 °F Design TD Daily range M Relative humidity 50 Moisture difference 60 grflb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11408 Btuh Structure 12075 Btuh Ducts 1197 Btuh Ducts 1650 Btuh Central vent D cfm) 0 Btuh Central vent 00 cfm) 0 Btuh (none) (none) 0 Btuh Blower 0 Btuh Piping Humidification 0 Btuh Piping 12605 Btuh Use manufacturers data Y Equipment load Rate/swingg multipplist 1.00 Infiltration Equipmentsensible load 12702 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Structure 2013 Btuh Fireplaces 0 Ducts 289 Btuh Central vent(0 dm) 0 Btuh He;tTT C01 ling Equipment latent load 3002 Btuh Area(fly 4 044 Volume(ih') 9396 9396 15704 Btuh Air changes/bour 0.48 0.25 Equipment total load Equiv.AVF(cfm) 74 40 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil FB4CNP01BL AHRI ref 9162108 11.5 EER,14 SEER Efficiency 8.2 HSPF Efficiency 12460 Btuh Heating Input Sensible cooling 5340 Btuh Heating output 17600 Btuh@47'F Latent cooling 17800 Stub Temperature rise 31 °F Total cooling 525 cfm Actual air flow 525 cfm Actual air flow 0,038 cfm/Btuh Air flow factor 0.042 cfm/Btuh Air flow factor 0.50 in H2O Static pressure 0.50 in H2O Static pressure Space thermostat Load sensible heat ratio 0.86 Capacity balance point 26°F Backup: Input=4 kW, output=12904 Blur, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 3017-FM1311:3 M wrightitoft' CMM a ,WWwt,lusA17.0.18HSU031" v:p•3 ♦cCil,WcBon\TdlBmlhavuunn01on 3]Bg alOnLmv CsIc=W8 Fmnmmrlaml W n First Floor masta1 bee or ngi.. 14 x 14 12x6 14x. 12 xe 1, 24.18 10x6 16` 6 12x6 4xe ] 4- enlc O O o Brei 4 13�"I ...kil<M1en per�ep2.�} __.,._. R13 10• 14• ® 3-Fan 7- 12.13 8.4 a n 4- e` w is- 12. axe pantry, 4' e ; 10.10 10 xfi 1a 5" 1B• B' 6xlo 8' 10 x10 3lutl PtMI�.oYRrx'.YA B" !entry; 12 x 12 B' Bx4 e 14x14 4. ppr�y ywer 9a mye phlh 2 ryy B x<C 3'``PFa'n 3"F- 4' 12 x 12 a' 12x6 ]w` N4w:2i1 ®12x6 Job#: Scale: 1 : 110 McGowan's Heating & Air Conditions... Performed by Sal die Guintivano for: Page 1comfort Builder by Valghisott stew W.. 4650 Collins Road 17.0.19 RSU0M44 1 Bo cape tdey Ave. orange Park.Fl 32073 Pmte vedra.Fi 32081 Phone:904-2]8-0339 Fax:900.278-0386 2011-Feb-1311:33:40 Ph.—(son 21707. Fax:Ie01)616173 www.mogowansaccom korey®m09owanaao.Wro _.rothersUlulington 3789 Rightrup x..a.wimrwh—cam .aerknotamrdner.mc.mn, N up 6xto 6' Vxl2 W g�`}dk] 14• -- e• to' ;4d' 11r 4xe W61 C(wlc6x10 8x10 6 e a' o' Job M MCGowan's Heating &Air Conditioni... Scale: 1 : 110 Performed by Saldie Guintivano for: Page 2 Steve Mmm 4850 Collins Road Comfort Builder by NMghtsoft 1160cepe MW Ave. Orange Park,FI 32073 17.0.19 RSU03444 Pm11eve4re,1`1320811 Phone:904-278-0339 Fax:904-278-0368 2017-Feb1311:33:40 Pnme:(904)217-0739 Fax (904)814-8173 www.mcgwa oansacom korey@mcgowam ansaco ._rothersVulington 3789 RIghLmp —torbrahers.ovn smenenti>!muommersinc mm Job: R M Manual S Compliance Report+000iMfttt'�'i.) P P Dat•: (Rest of House) By: saldip Guintivan0 ca,�drea.aw,r,t`.� McGowan's Heating &Air Conditioning, Inc. IM Co Ins R.d O.npe Pv ,F1 UM PM1 :W VP .39 Fav:.2]PU.9E6 Emelt:koryy�mcpawansac.VNn Nbb:www.mcpvxv Project Information For: Steve Marten,Tall Brothers, Inc. 160 Cape May Ave.,Ponte Vedm,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tolibrolhers.com Email:smerten@tollbrotheminc.com Cooling Equipment Design Conditions Outdoor design DB: 99.3-F Sensible gain: 25521 Btuh Entering coil DS: 75.8'F Outdoor design WB: 80.0°F Latent gain: 4432 Stub - Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 29953 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1200 cfm Sensible capacity: 25394 Btuh 100%-of load Latent capacity: 4715 Btuh 106%of load Total capacity: 30109 Btuh 101%of load SHR: 840/. Heating Equipment Design Conditions Outdoor design DB: 33.5-F Heal loss: 30190 Stub Entering coil DB: 69.6-F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1050 Chu Capacity balance: 31 'F Output capacity: 27240 Bum 90%of load Economic balance: -99 -F Supplemental heat required: 2950 Stub Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 8.8 kW 100%of load Temp.rise: 39 'F Meets are all requirements of ACCA Manual S. OV-FPo 1311:32:33 wrlghtsoft' Cammne.laa,nrvr Iiia 17.0,1pnsuo3•a P'.i taction\TMIe.M..0 lln9mn3]B9R19b1mP C.1—MJB F,ml Oowreces W Job: MCC pgFgp Manual S Compliance Report 0 W thoollo", Second Floor ey: Said GwntiVaR9 cbndnwtk+en McGowan's Heating & Air Conditioning, Inc. "50Ca1fns Roed.Onnge Pmk.F132073pIw :90 1"339 F-:9012180388 Emall'.ka,q®mc9cwanaec mn KkO:wmv.mgowe5aecwm project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone: (904)217-0739 Fax:(904)814-8173 Web:w Aollbrothers.com Email:smerten@tollbrothersinc.com Cooling Design Conditions Outdoor design DB: 99.3-F Sensible gain: 12702 Btuh Entering coil DB: 75.9'F Outdoor design WB: 80.0-F Latent gain: 3002 Btuh Entering coil WB: 63.0'F Indoor design DB: 75.0°F Total gain: 15704 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 525 cfm Sensible capacity: 12640 Btuh 100%of load Latent rapacity: 3139 Stub 105%of load Total capacity: 15779 Btuh 100%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 33.5-F Heat loss: 12605 Btuh Entering coil DB: 69.6-F Indoor design DB: 70.WF Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: CH14NB0180000AO+1`84CNP0181- Actual airflow: 525 cfm Capacity balance: 26 °F Output capacity: 13927 Btuh 1101/6 of load Economic balance: -99 =F Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 525 cfm Output capacity: 3.8 kW 102%of load Temp.rise: 47 'F Meets are all requirements of ACCA Manual S. 201 -Febll 113233 WrlghtsotV C ,m Builder Ey Wngx17.0.19RB1103H1 P,a2 ,3mCIW\Tall&otlronVuingmn 3789 W9FWp Cec=MJO Fm ti)—hcax W Duct System Summar Jot McGowan,,%' Y Y Bat.: yn°rn'vahe " x, (Rest Of House) By: Saldie Gulntivano „ - McGowan's Heating 8 Air Conditioning, Inc. 4W9 Collette Poet.Orange Park.R 32nr3 Puma:N0.27"339 Fm:e]427BOVW Email:homy@moloatanarm mm N84:xvrvi_m©meanaac.nnm Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Pante Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)8148173 Web:www.tollbrothers.com Email:smerten@tollbnothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.275/0.115 in H2O 0.275/0.115 in H2O Lowest friction rate 0.079 in/100ft 0.079 in/100ft Actual air flow 1050 cfm 1200 chin Total effective length(TEL) 495 ft SupplyDetail Table Hlg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Shim, h 1462 51 46 0.092 6.0 Oxo VIFx 68.1 230.0 sl9 bam2 c 58 0 3 0.082 4.0 0x0 VIFx 75.1 260.0 all mm2 c 2236 76 99 0.079 7.0 0x0 VIFx 83.6 265.0 st10 mat-A c 2236 76 99 0 0 0x0 VIFx 0 0 dhmgA c 3803 163 169 0.108 8.0 Oxo VIFx 59.1 195.0 SO ,mat learn c 2107 65 94 0.118 7.0 Oxo VIFx 37.7 195.0 sl8 grad momA c 2107 65 94 0.115 7.0 Oxo VIFx 44.4 195.0 silt eanen c 2524 73 112 0.112 7.0 Oxo VIFx 49.5 195.0 silt heard, c 1325 31 59 0.157 5.0 Oxo VIFx 20.0 155.0 s17 maser them h 2466 86 69 0.142 6.0 Oxo VIFx 33.8 160.0 s16 .at.,bed c 2357 103 105 0.140 7.0 Oxo VIFx 36.6 160.0 sl6 master mo-A c 2357 103 105 0.138 7.0 Oxo VIFx 39.5 160.0 sl6 maser am c 245 6 11 0.157 4.0 oxo VIFx 20.1 155.0 SU ,.rW h 456 16 7 0.093 4.0 Oxo VIFx 64.1 230.0 st9 ,aim h 802 28 24 0.144 4.0 Oxo VIFx 36.0 155.0 st7 ataimno,er c 1906 67 85 0.117 6.0 Oxo We 40.5 195.0 st8 h 402 14 10 0.140 4.0 Oxo VIFx 36.4 160.0 sl6 wwz h 764 27 11 0.080 4.0 Oxo I VIFx 81.6 260.0 sit 2017-FN1311:3293 + wrightsoft` CommmedmrWw+IgMaonlzm9Rsw34u Poll. 1 ^Y ..lmdw%TdlBmmemVulingtm3789ftgM.NP Cam=MA Front Wmrmes: W Supply Trunk Qetail Table Htg Dig Design Veloc Diam H x W Duct Name Type (dm) (Cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 306 288 0.138 369 12.0 0 x 0 VinlFlx st3 st7 Peak AVF 666 813 0.079 582 16.0 0 x 0 VinlFlx st3 st3 Peak AVF 974 1101 0.079 623 18.0 0 x 0 VInIFIx st10 Peak AVF 103 113 0.079 324 8.0 0 x 0 VinlFlz sl9 st9 Peak AVF 170 166 0.079 311 10.0 0 x 0 VinlFlx st8 st8 Peak AVF 603 719 0.079 673 14.0 0 x 0 VWFI% st7 Return Branch Detail Table Grille Hg Gig TEL Design Veloc Diam H x W Stud"--! t Duct Name Size(in) (cfm) MITI) (fi) FR (fpm) (in) (in) Opening(in) Mail Trunk rb7 Oxo 689 779 146.4 0.0791 9921 12.0Ox 0 VIFx 12 HA 0x0 361 421 136.3 0.085 301 16.0 Ox 0 VIFx d2 Return Trunk Detail Table Htg CIgDesign Veloc Diam H x W Duct Name Type (cfm) (d.) FR (fpm) (in) (in) Material Trunk d2 Peak AVF 1050 1200 0.079 679 18.0 1 0 x 0 1 VinlFlx 2017-Pob131132:33 f'kl'wrightsOft' comranamuarby MghtS 17.0.10Rsu03144 P,a2 �i� ..hucbo%TaIammersuurngkn3]BBabm.rup talc-MJa Fmntrbmlaw W Duct System Summa Job: McGowans Y Summary Data: llarrynpBNtSecond Floor By: Saldle Gulntivano McGowan's Heating &Air Conditioning, Inc. 4950 Collins Rosi,Onenge Poi R 32073 Phone:90f-27.-0339 Fe,90 -2760366 EmeA: mWcwms-Don Project Information For. Steve Merten,Toll Brothers,Inc. 160 Cape May Ave., Ponte Vedra,FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smertere@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.235/0.155 in H2O 0.235/0.155 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air Flow 525 cfm 525 Clint Total effective length(TEL) 344 It Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk b.win h 84 4 3 0.167 4.0 Ox 0 V Fx 16.0 125.0 812 bash3 c 281 8 11 0.116 4.0 Oxo VIFx 38.0 165.0 sl5 bed3 c 3755 120 144 0.113 8.0 Oxo VIFx 42.3 165.0 st5 bed" c 2358 85 90 0.155 6.0 Oxo VIFx 21.5 130.0 all bons. h 2147 89 79 0.162 6.0 Oxo VIFx 14.8 130.0 st2 bi nn.a h 2147 89 79 0.161 6.0 Oxo VIFx 15.9 130.0 st2 Open hi h 2001 83 77 0.166 6.0 Oxo VIFx 16.5 125.0 sit anis c 281 8 11 0.116 4.0 Oxo VIFx 38.2 165.0 s15 Wi h 457 19 15 0.115 4.0 0x0 VIFx 38.9 165.0 sl5 wt4 h 457 19 15 0.115 4.0 Oxo VIFx 39.2 165.0 sty Supply Trunk Hlg Clg Design Veloc Diam H x W Duct Ei -- W17-liels-13 Type (dm) (dm) FR (fpm) (i n) (in) Material Trunk Peak AVF 174 195 0.113 358 10.0 0 x 0 VinIFLx sit Peak AVF 343 363 0.113 462 12.0 0x 0 VnlFlx Peak AVF 182 162 0.161 334 10.0 0 x 0 VnIFI% MUM wrightsoft` Peae3 ..Imc6on%TdIBMheroVUIVQM3789RIghl.mI Calc=MJB Fmn11bm1¢e.: W Return Branch Detail Table E,b Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct (dm) (dm) (fl) FR (fpm) (in) (in) Opening(in) Mad Trunk 120 127 126.5 0.122 363 8.0 Ox 0 VIFx 223 236 136.7 0.113 301 12.0 Ox 0 VIFx 182 162 130.0 0.119 334 10.0 Ox 0 VIFx Return Trunk Detail Table Htg CIg Design Veloc Diam H x W Duct Name Type (dM) (cfm) FR (fpm) (in) (in) Material Trunk rti Peak AVF 525 525 0.113 491 14.0 0 x 0 VinlFlx 2011-FOo-1311 MIM wrigh[90fV C—f.n 6Nhlx W..ht°9 17.0.1.R3WN« P,p M� _ImGlon\Tdl&oNanWUllnp1an 3189 RI0Ftmp Cal,Ws F.ICmr%.. W Jab: McGowan,% Static Pressure and Friction Rate Date: 0-0.38n (Rest of House) By: Saidi•Guindvano cTTin9re McGowan's Heating &Air Conditioning, Inc. 48W CGIIins Road.O,ange PaM1.F1 32073 flm :900.V 39 Fe 90b2784268 Email:kwey®mWawenax.xm WaE:www-mcpvwalaaccam For: Steve Merton,TO Brothers,Inc. 160 Cape May Ave., Ponte Vedra,FI 32081 Phone:(904)217-0739 Fmc(904)814-8173 Web:W Aollbrothers.com Email:smerten@tollbrothersinc.com Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses 006 0.0E Coil 0 0 Heat exchanger 002 0.02 Supply diffusers - 0.03 0.03 Return grilles 0 0 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device Available static pressure 0.39 0.39 Supply Return (n) (n) Measured length of run-out 12n-out 70 34 Measured length of trunk 265 100 Equivalent length of finings 146 Total length 349 495 Total effective length Heating Cooling (iN100ft) (in/100ft) 0.079 OK 0.079 OK Supply Ducts 0 079 OK 0.079 OK Return Ducts Supply 4AE=55,118=30, 11G=5, 11G=5, 11B=30.118=30, 11G=5, 118=30,11G=5, 11G=5,118=30, 1A=35:TotalEL=265 Return 6L=20,11B=30, 11G=5, i1G=5,5E2=35, IG=5:TotalEL=100 P01i-Po613113233 Pape 1 i�- wright9o$' comms eailaareyvWiemaonlig.l9 asuB3ua .Ar .Imcbon\Toll Br O.ro,Ulinglon3r89Rgm.rvp Gaic MJB Fmnl Worsen: W 111CGOnvBn Static Pressure and Friction Rate Date: d °a tw Second Floor By: saldie DudaBvno cmrlwl�rx McGowan's Heating &Air Conditioning, Inc. 160 Call'ma R.,0,ae Pak,F132ols Phon.9 27"339 Fax 906278d3E6 E.11:MreY®^re9oh'ensac.tcm VhC:wxx.mcgcwenaec mn aaaaaaaaaa For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Pante Vedra, FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:wwW.tollbrothers.com Email:smerten@lollbrotheminc.com Available Static Pressure H - Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses 0.0E Coil 0.06 Heat exchanger 0 0 Supply diffusers 0.02 0.022 Return grilles 0.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total Effective Length Supply Return (fig (ffs Measured length of run-out 21 Measured length of trunk 33 Equivalent length of fittings 165 110 Total length 207 137 Total effective length 344 Friction Rate Heating Cooling (in/100ff) (in/100ft) Supply Ducts 0.113 OK 0.113 OK Return Ducts 0.113 OK 0.113 OK Fitting Equivalent LengthDetails Supply 1113=30,4AE=55, 11G=5,1113=30,11G=5, 1A=35, 11G=5:TotalEL=165 Return 6L=20, 11B=30, 11G=5, 11G=5,5E2=35,11G=5, 11G=5, 11G=5:TotalEL=110 M17-Fet-1311:32:33 �^,, + wrightsofV coakn0ulhJ.W^4I9Mwn17o16asu03Mi Paget 2M ,,. aomldlemiha Uuling1on37a9RlghlmI ca.-WO Fmnmaanwa: W O W J z L, LL LL, Li 1~i co L� U N 0_ O N 1[') V ; V = O z 0 0 0 0 O � w Z zt N W N 0)O o ? 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'1 p 0 � V z (nw z W "� oE�� Z�Z °��W° •AA W Q FFQ„JO F © 'K` Q�SJ��jF' } = W IW O 1 �waaoWCL IL 000S°za0 oop m Ow>w}�-� > �� QRO� GG zgtnN> p U Z �w uQll<Ilpll In 1 nIL CO °enll o z W�0 F- w / 3 (0 > (n z - O Q q ci ci J iii W o 11jOAF-W�imO W GO O�ZOp=Z W W �..(n0� i U � �cicizcizac NL`'30In-� W w w 0Li <_ -a an ada mom; z zaWr W &C) (n sofa y z Q ~3�moa V) (0 w mwo Q o J F- O-dr. _: O p F-z�ovla z zww� J < pW J� 1 000 O w¢CJO \ ��Wao�1 Z W JjO g a=¢aa¢� LL M Ew p 5 x z:Et zl<-�IDDos�99ti�z� O d N !n ui 04 O O z i°. szoCY ooc=i2 9oa3 cWi M W W z 0_ d' WZ�T 0 U L) W O r o J Q Q I TYPICAL HEADERTYq,ING WIN W SILL SCHEDULE - DESIGN SPECIFICATIONS USP CONNECTORS D.,3,X3' TOE NAILS PLAZ SPLICE .. 2X6 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: '-0" MIN. SPLICE LENGTHROUGH DROPPED HEAD MINIMUM END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR FASTENERS FL CODE 2x10, 2x12 (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 0.131x3" END NAILS: 9" LVL, 11" LVL (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACED" NAILS 6 V-4" (1)2x4 SPF #2 (4)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +22 9 SYP SPF (2) ® 2x4, 14" LVL, 16' LVL = (9) NAILS OF .131x3 ® 12" O.C. STAGGERED. 4 6'-4" (2)2x4 SPF 2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)10dx1' 2" (3) 0 2x6, ZONE (PSF) 'a' = 4'-6" DOOR ' < 8'-4" (3)2x4 SYP /2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 +25.6 -34.2 (8'x7') -28'8 USP RT7 585 495 5 8d EA. -ND (4) ® 2x8' SYp#2 10 t SYP#2 DBL. HEADER, PI 2'-0' (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS mommionmr ROOFS 2 CAR USP RTBA 775 650 (5)10dx1 /2 EA. END TYPICAL WALL FRAMING NO S: 4'-0"[MIN. : cd=1.25 cd=1.00 +22.9 -25.0 +22.9 -28.8 +21.8 ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN ROOF LOADING ( ) ( ) 50 GARAGE USP MTW12 1195 860 (7)10dx1'/Z EA. END 1. USE SPF#2 OR BETTER R SEE SPECIFICATIONS �'' TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23.9 USP HTW20 1450 1245 (12)10dx1' " EA. END ALL WALL STUDS.. Lou P o n t i g o a n d TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/SO.0 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TO 2x-BLOCKING ONLY RAISED BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 13 10d EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY ( ) - ---- 420 Osceola Avenue THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: '/Z"0 ROD TO FTG. 3. USE SYP#2 FOR ALL 1 FASTENED w/ 3-0.131"x3" Jax. beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1Od TO HEADER HEADERS DROPPED SHALL BE PERMITTED I EA. END TYPICAL. Ph. 242-0908 Fax.241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 s HEADER 0.75" MAX ANY CASE do COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /e"0 ROD TO FTG. I ------ SHEATHING MAY EXTEND 2" 4. ALL WALLS SHALL BE I I PAST BLOCKING- WINDOW FL:CA# 8344 SC:CA#3579 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. s -_____ USP HTT22 5370 5370 /e"0 ROD TO FTG. BALLOON FRAMED FULL I I ARCHED ATTACHMENTS MUST WIND LOADING: s HEIGHT TO ROOF OR FL00 L-- ----J TRANSOM SYP#2 HEADER, ANCHOR INTO 2x MATERIAL. • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /s"0 ROD / (12)16d FASTEN LOWER STUD PER PLANS ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. N OPTION s PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 /e"0 ROD w/ (12)16d PLAN. BRACING BY OTHER / SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS TO OF 10d COMS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/,"x2-'/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. SEE PLAN LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE WINDOW SILL SEE RESPONSIBILITY OF THE WINDOW DOOR MANUF. SUPPLIER & SHALL MEET � INTERIOR LOAD BEARING SCHEDULE a � �'t""''• �!Q +''1 FULL HEIGHT ANCHOR � � ,�` •G% � SIMPSON CONNECTORS FOR SILL SIZE AND �� \G� '• BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS, � Q��' V •• w 10d MASONRY CUT NAIL O CONNECTION EACH • • � BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH / TYPICALLY " FULL PLATE NAILING: WINDOW SILL SEE PROVIDE SOLID BLOCKING _ M a a 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: END SCHEDULE WITHIN FLOOR SYSTEM AT ALL NO. 'I ;� = r UPLIFT IMPORTANCE FACTOR -----'--------- 1.00 �L�I`-- -�I`-.I` FOUNDATION PLAN ADDITIO L RODS 0 6'-0" O,C, (3) 0 2x4 UPPER LEVEL POSTS & JACK MEAN ROOF HEIGHT _______________= 20.0 FT I '-- --i a ,� CONNECTOR SYP SPF - FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4) ® 2x6, STUDS - ROOF PITCH 7/12 o A35 450 450 12 8dxl'/2" 10446.4 5 ® 2x8• SDWC15600 SCREW % STA E o BUILDING CATEGORY ---------------- 11 SEE 8/SO.O :, 'p .•• BLOCKING ONLY REQUIRED a H2.5T 600 520 5-8d EA. EN 11478.3 AT SHEARWALLS AND PT. SYP#2 ,��•., Q '0 EXPOSURE CATEGORY --------------- C - DENOTES EDGE STRIP. STUCCO FINISH SOLE PLATE r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. :ND 10456.6 SEE PLAN FO D SIZE ' ��yg,FS' ""•" " G�,a`4� N ENCLOSURE CLASSIFICATION ------------ENCLOSED I ABOVE FOR 'o DIMENSION t AND 0. PACING. INTERNAL PRESSURE COEFFICIENT ---------- f .18 MTS12 1000 860 7-10dx1/z" -A. END 10456.3 WALL SHEATHING r+�nr I o HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 SEE DETAIL 1/SO.1 4 q' ; o CONTINUOUSI--- MSTA24 1765 1270 9-1 Od EA. E D 13872.4 WITHIN FLO YSTEM FOR SPLICING '~'d FOUNDATION,• EE PL AN •. 3 Christopher J S a b o u r i n P E 16d COMMONS MATERIAL SPECIFICATIONS � � OPTIONS WHERE POST ABOVE. 12 1 2 F L P E#714 61 MSTA36 2050 1870 13-10d EA. :ND 13672.8 0 8" O.C. MAX. MIN. SOLE PLATE ANCHOR: o I o r-- WALL FRAMING AT WALL FRAMING AT IL__ __� 18-16d TO TRUSS/BEAM FLOOR SHEATHING, FROM SOLE SEE SCHEDULE HARDWARE AND. ANCHORS: HTT4 3480 3080 11496.2 8d ® 3" SEE SPECIFICATION I PLATE CHANGE CONDITION RAISED HEADER CONDITION PLATE BREAK ANCHOR BOLTS do THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] a'� a 1-5/8"0 ROD TO FTG. (� I REVISIONS DATE ASTM A 307 OR ASTM F 1554 GRADE 36. BUILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16d TO TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT HTT5 5250 4670 11496.2 F------- I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-s/e'0 ROD TO FTG. I I I 2 TYPICAL WALL FRAMING I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-1od TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I 50.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-1Od TO JO ST I I I Xz"x6" SIMPSON TITEN HD DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/," FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER I I I __ I " SOLE PLATE ANCHOR LARGER THAN REBAR SIX AND '/s" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY -_ _j w/3X3xO.229 WASHER SEE HU410 905 785 10531.36 L---- J SCHEDULE FOR SPACING Ca HOLD DOWN (U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JO ST THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT s SYP#2 DBL. SEE S .0 SEE 1/SO.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS DOCUMENTS. ABU44 2200 5/8"0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 s/8"O ROD EPDXIED 5" MIN 10849.6 EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2" 2" REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-71E 11506.4 AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR NAND UPLIFT, 10-16d TOSTUD/BEAM/POST STUCCO FINISH SEE DETAIL 1/SO.1 CONTRACTOR SHALL CONTACT LOU WELDED WARE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. FOR SPLICING PONTIGO a Y STRUCTURAL AL FI TO OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FlELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 • F BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT X2" THREADED ROD 1'-0" 1V SHEATHING FROM THE INTENT OF THE ORKiINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3x0.229" PT. SYP#2 MAX. MIN. CONSTRUCTION DOCUMENTS ANY TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS TFOR SPACING EDGE W BLOCKING - BEING APPROVED BY LOU PONTIGO& INTERIOR BEARING SOLE PLATE BREAK / ASSOCIATES MAY RESULT IN TO UPPER WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TOP PLATE WALL: SEE SCHEDULE FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE EPDXY ANCHOR GENERAL NOTES. INSPECTION FEES. AND O.C. SPACING. OPTION ANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD '"""' WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: " FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE SUPPORTED EDGES, SHINGLE- MIN. 7/,,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN4'-0" OF ROOF EDGE). 8d 0 3" SEE T ILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE GENERAL NOTES ONS 01 ON S1.01 THF - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF R00 EDGE). Z - 4 PLAN AND FASTEN w 8d ® 3" O.C. TITEN HD 42 24" 3x3x0.229" 4" 2" •• „ F-- �dt_ -- r F • :. , / MASY 442" 24*2" 24" 0.229" 4A.. 2" A EXAMPLE UNSUPPORTED _ w METAL - MIN. 1/2', 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS ® 6" O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHIN 4-0 )F ROOF EDGE). i • • I N/ (UNBLOCKED) PA(TLrn�DGj - WALL SHEATHING SPECIFICATIONS* NOTES: FLEXIBLE FINISH-MIN. 7/js", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE' TO UPPER TOP PLATE. I I I •° I I I 4 N 1 L---- --J 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR W Nb'ADJACENT TO NAILING TO INTERMEDIATE FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L-------J " 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AN6 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. CORNERS AND PLATE BREAKS AND KING STUDS. _ SUPPORT IS 6" O.C. MAX. ROOF W STUCCO FINISH.-MIN. �/e (LION) TRUSSES�i OR I I I MASONRY SPECIFICATIONS: MULTY STORY 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION `" FLOOR JOISTS. W Q MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SINGLES 0 2000 psi PER ASTM C1019 GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY E USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"x)'a" PLATE WASHER, A .3"X3 X'/$" W/ 1'/2"� ROUND M STEEL WASHER MAY BE USED. W CONTRCTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. W L SECTIONS 3 SOLE PLATE ANCHOR DETAIL $ SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): SO.O S0.0 SCALE: 3/4" = V-0" W CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL VATH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELL • CONTAINING VERTICAL S0.0 SCALE. 3/4" = 1'-0" REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY EN THE WALL HEIGHT EXCEEDS 5'-07 *. U _ z MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 11/2" 1'/2 USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALLBE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUE REINFO2CING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 1.0 DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS 0 8" O.C. + O 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". STAGGERED ° BEAM. 2x4 BLOCKING CLAY MASONRY �: S EMROOF 3 PLY BEAM. N -x4 MEMBERS: ° a EACH END w 3-10d SDWC15600 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 2 FRAMING 4 ° (1) ROW OF 10d TOENAILS ry Uj CONCRETE SPECIFICATIONS: PLAN FOR EXTEND SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. ° M J ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. AT 12" O.C. W CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING :D AT HORIZONTAL JOINTS. .N •N EA. SIDE. 226 OW OF MEMBER5 STUD BELOW ROOF SHEATHING, SEE ( ) GENERAL NOTES_ SPECIFICATIONS BELOW. (3) ROWS 12d _ - NAILS ® 4" O.C. LOWER TOP 4-10d HFFL lo " AT 12 O.C. STAGGERED PLATE: AT BREAK OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES Q FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS ORTHOGONAL VIEW WALL INTERSECTION SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 EOST 2x8 POST CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN OF CORNER W O CD FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5" (3)ROW5 OF 63'4" ' Z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE R LOCATION IS NOT SIMPSON ` TRUSSLOK TRUSSLK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINE ED WOOD SEE ROOF FASTENERS ® 24"o.c FASTENERS 0 24"o,c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING ' SIMPSON AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 CORNER WALL INTERSECTION BAR DIAMETERS SHE THING MAY DETAILS _ CONCRETE SLABS � GRADE: R INATE AT SIMPSON SEE ROOF CONDITIONS CONDITIONS SIMPSON T� FRAMING 3-PLY 4-PLY T P OF DBL. SDWC15600 - O SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS O TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 P PLATE. DETAILS 14" LVL AND GREATER �- 2. DENOTES 3"x0.131" GUN NAILS ® 6" O.C. VERTICAL TYPICAL CONNECTION DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPEC-IFICATION& " " NOTES: � 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUB T TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO SPACE 0 48" O.C. IN ADDITION TO (2) FLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTAL ED AT ALL TRUSSES AS 5 ROOF T U S CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON 10.0 SO.O SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0. KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFA'TURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE t0 HEADER .FASTENING: CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E15 4 AND BE INSTALLED FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4'-6" FOR GABLE ENDS. WATERPROOFING: NOT REQUIRED A0 CRE TOP PLATE TO HEADER FASTENING: AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LE SEE DETAIL EN RIGHT. NOT REQUIRED 00 GENERAL THAN 4' FOR GABLE ENDS. WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS PLATE TO HEADER: NOTES KING & JACK SDWC SCREW STUDS SEE PL KING & JACK STUDS SEE PLAN 24" O.C. i MEMBERS TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN INTERIOR LOAD BEARING WALL ® NSIONS FROM (2)12d TOE HEAD Q$ SILL LAH CALE DIME BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. NAILS E.E. PLATES SEE WINGS.IF A DIMENSION IS L3'/,x3'/2x' , 4" 6'-0" GABLE X-BRACE, SEE DETAIL HEAD Q$ SILL / �� 10/S0.1 (MIN) SCHEDULE PLATES SEE 2X6 WALL EAR REFER TO THE NS'O TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3'/2"x' 4 6" 8'-0" HEADER SIZE, JACK AND KING STUD CTURAL DRAWINGS OR / (2)2x8-1/2 SCHEDULE NTACT THE E.O.R. DESIGNATES SHEARWALL. THE QUANTITY. ROUGH OPN'G, SEE ARCH DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS � ____ ___ HIDDEN LINE DESIGNATES SIDE OF HEAD Q$ SILLIV KING STUD TO FRAMING BELOW: TRUSS TO PLATE: L5x3/2"x/, 6" 10'-0" PLATES SEE CS18 STRAP w 6-10dx1 OUGH OPN'G, SEE ARCH SDWC SCREW RIM JOIST TO TOP PLATE TOE NAIL (8d ® 6") GUN NAIL O 6" SW WALL THE SHEARWALL SHEATHING / J�" L6x3/2"x/4 6" 12'-0" TO BE APPLIED. Sd O 3/6 SCHEDULE NAILS EACH END. STRAP PNAME NAILING: DESIGNATES 8d COMMONS 0 3" IN STUD TOB BOTTOM PLA ATTACHMENT CAN BE INTERIOR OR CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS � � 8dO3• 6' (�JULINGZN - COASTAL L7x3/2"x/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTION: SIMPSO ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FlELD" SDWC15600 SCREW. OMIT I STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36' SHEARWALL HOLD DOWN I FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS KM LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG - Lon SPECIFIED. NOT REQUIRED A JACK TRUSSES LESS SDWC SCREW RESISTANT COATING OF EPDXY BASED VENEER GABLE ENDS OR 2-STOR JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C. DATE WEATHER BOT - BOTTOM MONO - Monolithic WALL THAN 3'-6" 2X4 WALL 02.28.17 RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION 2. LINTEL MORE THAN 8'-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SCALE JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d 3-GUN NAILS EXCEED 6 FT. O.C. w 2 '/ 3" WD. DBL - DOUBLE PERP - Perpendicular / 4x DIA - DIAMETER PRE ENG - Pre Engineered ¢, KING STUD TO FRAMING BELOW: AS NOTED SCREWS INTO HEADER PROVIDE A '/2" LINTEL EA - EACH PSF - P unds per Square Foot ,•a r` CS18 STRAP W/6-10DXlN' (�� `CE COPY LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16d® 16" O.C. ® EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACHMENT EE - EACH END PSI - Po Pounds per Square Inch ° NAILS EACH END. STRAP ATTACHMEM C N BE SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-17-00176 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS _ - 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" pF PER SCHEDULE AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d ® 16") GUN NAIL ® 8" TIES ® 12" O.C.. (FOR 110mph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWAI L UNLESS SPECIFIED ON PLAN JACK TRUSSES LESS 5255 FDN - FOUNDATION SPF -Spruce Pine Fur MULTI STORY THAN B OR WIND-ZONE VERT. TIES ® 16" O.C.). SEE PLAN BRICK LINTEL, HOLD DOWN IS SPECIE D SINGLE STORY MULTISTORY �1�Efl FOR CODE COAAPL-IANC SHEET MAIL SPECIFICATIONS FT - FOOT SYP - Southern Yellow Pine AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE STACKED WINDOWS THAN 3'-6" 3"x0.131"0 = GUN NAILS 2"x0.113"o = RINK SHANK " s FTG - FOOTING THRU - rough UNSTACKED WINDOWS) CITY OF ATLANTIC BEACH 12 OF OPENINGS. PROVIDE /tL"+s WEEP HDR - HEADER TYP - T ical 8 TYPICAL ADER STRAPPING SEE PERMITS FOR ADDITIONAL 2px0.113p0 6d 2/2»x0.131"sb = 8d HOLES sib 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted NORTON$ SOD 3 x0.148 0 = 10d 3/2 x0.162 0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VERT - Vertical SO.O R Q IR S 11/2"x0.148"O = 10dx1'/2" 1'/2"x0.131"0 = Sdxl'/2" WWF - W•Ided Wire Fabric SHEET 1 OF g REVIEW A 2x6 SYP#2 BLOCKING BETWEEN EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d 0 4" O.C. WALL SHEA!4D NSTUD WALL FRAMING FASTENED TO TOP 8d COMMON WIRE NAT H SOLID BLOCKING PLATE w/ 10d 0 3" O.0 TO BLOCKING 0 3" AT SHEATHING EDGE 6" DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. Lou P o n t i g o a n d TRUSS. ATTACH AT EACH WALL Associates, Inc. BLOCKING ONLY REQUIRED P RCH SHEATHING, HEADER I �I PORCH STUD w/ RSEC NAILS IN EA. AT SF{EARWALLS AND S E SPECIFICATIONS E� I FRAMING INTERSECTION. (MIN: OF 420 Osceola Avenue STUCCO FINISH B LOW HEADER, 6-16d BETWEEN EACH TRUSS 5-Sd COM I 8-GUN NAILS •�I ) SEE PLAN. Jax. Beach, Florida 32250 EACH SIDE COMMONS 2x4 SYP#2 HORIZ. BRACING ® HEADER & SUPPORT FULL HEIGHT OF SPLICE 16d c 4RP R SS Ph. 242-0908 Fax. 241-9557 16d COMMONS 0 8" O.C. 24" O.C. BETWEEN OUTER WALL POST, PER PLAN. (2}MSTA24 ANCHOR OR DTT2Z MIN, (2}2x4 WOOD SHEATHING SPLICE RST INTERIOR TRUSS. NAIL TO WALL PFRPEH NDC LAR I STRAPS HOLD DOWN AT QE AIL FL:CA# $344 SC:CA# 3579 0 8" O.C. - & FI BELOW. & (1} ADJ. EACH END w/ 3-0.131x3" NAILS To waLL BASE OF POST WALL CONT. RIBBON CONT. RIBBON 8d COM 0 ( ) OPTION A TO PORCH HEADER. SHEATHING BOARD (TYP) 3" D.C. BOARD (TYP) EACH SIDE FLOOR " POST BASE: STUD WALL FRAMING F-f- N FLOOR EA SPLICE TRUSS 24 16 GUAGE4x4 POST:ABU44 _ w 2x SOLID BLOCKINGFLOOR TRUSSES STRAP w 11- PE pW STRAP w/1 24" 16 1 E \T SHEATHING EDGE425/ 6x6 POST:ABU66 TRUSSES OR JOIST. 2x4 SYP#2 10dxW EA. END LSTA12 FOLDED OVER TOP 8d COMMON WIRE NAILS • •••OR JOIST. SHEATHINGSPLICE DIAGONAL 10dxl)�' EA. END DOUBLETOp PLATE PLATE w/5-10d NAILS TO BLOCKING 0 3" O.C. \FASTEN EA. PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10dSLAB6" HEADER NAILS INTO BEAM. SPACE 1 • `'END w/ PORCH HEADER,�4" OSB or PLYWOOD 3-10d COMMONS MAXy� 0 48" O.C. OMIT IF WALL \ I 1 RIM BOARD Y4" -- ---- SEE PLAN TS16 ^^ ''II SHEATHING IS INSTALLED ROOF TRUSS ' SHORTER THAN CEILING TRAPS MSTA24 ° ROD ON FACE OF BEAM OR JOIST i FOR WALL FRAMING FLOOR SYSTEM. ALIGN LINE WALL FRAMING STRAPS EPDXIED 6" MIN TRUSS CONNECTION STA F Q VERTICAL JOINTS WITH SEE DETAIL B ABO '0 a cw WALL FRAMING WALL SHEATHING EW OFFI FVATION VIEW OF .a�r N 8-GUN CONTINUOUS 2x6 SYP#2 9.9Q•°•. Q� � •'° �� It INSTALL FLOOR TO PORCH HEADERNAIL5HEATHING SPLICE JOINT$ FLOOR STRAPPING PER LEDGER FASTEN WITHOPTION 1 OR 2 AT POST AT POST FULL HEIGHT 5-0.131x3" EA. STUD.BLOCKING ONLY REQUIRED5-8d COM ANCHOR OR DTT2Z . "�••�, AT SHEARWALLS AND EACH SIDE HOLD DOWN AT MIN. (2)2x4 WOOD F PARALLEL TRUSS STUCCO FINISH OF SPLICE OPTION 2 FLOOR TRLSS PARALLEL BASE OF POST BELOW. & (1) ADJ. OPTION 1 �/2" GYPSUM A R PROOF} GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD OPTION B TO PORCH HEADER. DETAIL A Christopher J S a b o u r i n P E OVER LAP SHEATHINSz APA RIM BOARD`'OPTION OR FL PE#71461 (OR GRE ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 4 WALL ADS. TO ROOF CONNECTION NOTE 1: OPTION 1 2 OR 3. TYPICAL PORCH BEAM CONNECTION wF+a 1. CONTRACTOR MAY CHOOSE 0 WHEN FULL HEIGHT THREADED RODS ARE INSTALLED 2 TY I AL PORCH FRAMING DETAILS 3 07E0 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPINGSTRAPPING OPTIONS 50.1 AND WALL SHEATHING AND STUD FRAMING. 1 FLOOR TO FLOOR WALL SHEATHING AND S so so.1 sal SEE DETAIL 5/S0.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ElDIRECTLY BENEATH TRUSS ROOF TRUSS. -0 & ,I 2-SIMPSON H2.5T. A B A 8 lee FIELD.ALTERATION SYP#2 2x4 NAILER FeSTENED TO TRUSS I I I V ----til CONTRACTOR SHALL CONTACT LOU ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. I I ------- PONYING$ASSOCIATES PRIOR TO ROOF '- ---- MAKING ANY STRUCTURAL RECD TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. TRUSS ______ ---------- MODIFICATIONS WHICH MAY VARY SD WC 15600 _ FROM THE INTENT OF THE ORIGINAL FLOOR OR Oil IIII2x4 SYP#2 CATS AT 12~ ROOF TRUSS. CONSTRUCTION DOCUMENTS.ANY O.C. FASTENED TO TOP 11,/ » SHEATHING FASTENED TO 0 32" O.C. FIELD ALTERNATIONS MADE PRIOR TO ED TO 1x3" TOP PLATE w/ 10d 0 3" O.C. SCREWS D D D BEING APPROVED BY LOU PONYING 8 PLATE w/ MAX. D COMMON. SHEARWALL g C C ASSOCIATES MAY RESULT IN » OSB WALL B C C ADDITIONAL ENGINEERING OR 16 MAX. SHEATHING INSPECTION FEES. 72)x SYP#2 CONT. ATTACHFASTEN CATS EACH END w/ TOP PLATE AND TRUSSCdb 3-0.131x3" COMMON TOE NAILS 1x3" 0 3" O.C.`EDGE OF MAY OVERHANG TOP PLATE. SHE 8 " " SW 8d@3"/6" SHEARWALL OR SHEARWALL P RF T SHEARWALL SEGh!FNTED SHEARWALL STRAP KING POST 16 STRAP KING POST 16 Z EXTERIOR WALL C ALTERNATE G POST BELOW WITH 2 EIGHT POST BELOW WITH 2 EIGHT -ALTERNATE � UPPER TO LOWER 571105 STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT ALTERNATE A ALTERNATE-aO_ TO LOWER STUDS O- ANCHORS ARE NOT USED ANCHORS ARE NOT USED ( n SW 8d03 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS v 1od 04"O.C. FLOOR _ ENO STUDS TO FOUNDATION ® ENO STUDS To FOUNDATION iEAFN NECTI01� HEADER UP CONNECTION FASTEN ROOF FLOOR DECK ® SW 8d03/6: HTT5 OR HDU5 CONNECTION- /,. ' OSB DIAPHRAGM TRUSS. 2x4 SPF#2 CONTINUOUS TRUSS. 5W 8Q03 6: HTT5 OR HDU5 ALLOU TO NAILER w/ (1) ROW 8d - _ E PLAN ANCHORS CONNECTION UPLIFT �`DNNECTOR UPLIFT CONNECTOR LEDGER FASTENED PLATE ANCHORS TEE SCHEDULE ON DETAIL 3/SO.o CALL OUT CALL OUT I 0 3" O.C. FASTEN TO TOP x/18" OSB TRUSS WEBS WIT TEE DULE ON DETAIL 3/SO.0 SEE L 32" O.C. rir PLATE w/ (2) ROWS BLOCKING w/3-0.131x3" ,HFARWALL NOTES: A H2.5T ® 32" O.C. TOP BOT A ' AT ROOF TRUSS, SHEARWALL NOTES SEE PLAN B SEE PLAN W ❑ OF 8d 0 3" O.C. PANEL FLOOR COMMON. ONTRACTOR MAY B 2x4 SPF ,i AROUND FRAMING HOOSE A,B,C,D, OR G. J. PROVIDE 7,,4s OSB S A HING WITH 8d COMMONS 0 Y O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. C (1)MSTA24 STRAPS C (2)CS16 STRAPS SYP#2 2x4 NAILER FASTENED ALL 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING T LL PANEL EDGES. D FULL T4 OLDTHRDO ROD SEE PLAN FASTEN CATS EACH END w/ D.C. FASTENED TO TOP . USE ALTERNATE A. D FULL HGT THREADED ROD SEE PLAN TO TRUSS BOT. CHORD w/ 3-0.131x3" NAILS 0 6" O.C. 2 PROVIDE A MINIMUM F 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.0 N) (2) ROWS 0.131x3" 0 3" O.C. INTERIOR PLATE w/ 4-0.131x3" AT EXTERIOR WALLS END POSTS FOR SW. U w SHEARWALL. SHEARWALL OR COMMON. NDING BETWEEN ROOF SW-2 TRUSSES. _ 5-16d NAILS EXTERIOR WALL 3. FASTEN ALL INTERIO �S TO ROOF OR FLOOR TRUSSES PER 5/S0.1t z AT E (TYPICAL) ALTER NA F 3. USE ALTERNATE ALTERNATE_ D ALTERN E LER TE _ E & F FOR FLOOR 4. INSTALL INTERIOR F TI G BELOW SHEARWALL PER DETAILS ON S1.0 ELEVATION 7 HEADER TIE DOWN - .. s TYPICAL S EARWALL � FLOORILO �� S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN O 5 SHEARWALL ATTACHMENT AT ROOF sD.t PROVIDE SOLID KING WITHIN FLOOR SYSTEM AT SW END POSTS. Z n so.1 Q w SINGLE AgAONG NOTES AND SPECIFICATIONS MULTIPLE BRACED TRUSSES, AIS#NDICATED IN TRUSS SPECIFICATIONS. TRUSS BRACING EXEPT 4-12 T 2x4 SYP#2 OUTLOOKERS FOR BRACING LUMBER SHOWN, #3 8d COMMON NAILS ROOF NAILS T ) FOR T-BRACE SHALL BE 1x4 SYPTT TRUSS 0 24" D.C. R (OR LION) OR 2x4 SPF#2 OR BETTER. AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN Q Q EACH END w/3 10d H3 QR H2.5T HURRICANE CLIP 0 EA. w TOENAILS OUTLOOKER TO TRUSS. 2.)BRACING LUMBER SHALL INTERSECT STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, (1)DIAGONAL BRACE PER II THE WEB OF THE BRACED TRUSS, PER ( t , WALL AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (4) TRUSSES APPLIED 1..i.� AT 16" O.C. COMMONS TO BACKSIDE OF WEB. I.I DELEGATED TRUSS ENGINEER. O ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. I I Z OVERFRAME RAFTERS, SEE PLAN. I I "EREM OED PERMANENT BRACING BRACING APPLIED';TO j I WHERE NOTED ON TRUSS MFR. SHOP 2X6 FRONT SIDE IP WEBS. I•I DRAWINGS. THE CONTRACTOR SHALL M ANGLE II PROVIDE 1x4 SYP#3 OR BETTER W ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON BRACE T-BRACE FASTENED TO I•I BOTTOM CHORD BRACING ROOF TRUSS NAILS FROM RAFTER TO LEDGER PERPENDICULAR TO TRUSS BOTTOM 2 DBL. SYP 2 LEDGER ROOF MEMBER. THESE STRAPS 2X4 T-BRACE. ONLY WALL SHEATHING UP WEB A E 0 E THE I I CHORDS AND ATTACHED TO EACH SYP#2 LEDGER ATTACH # AND LEDGER TO MAY BE OMITTED GABLE END TRUSS. T-BRACE E, BE THE EACH STUD, PER ATTACH TO EACH STUD, G REQUIRED FOR BRACE SAME SIZE, SPECIES, I•I TRUS WITH 2-8d COMMON NAILS. AT TOE SCHEDULE BELOW. 2x4 SPF#2 WHEN OVERFRAME7II GABLE END WALLS PROVIDE DIAGONALS O O SCHEDULE BELOW PER BLOCKING LENGTHS > 8'-0". AND GRADE AS WEB RAFTER LENGTH I•I AT END WALLS PROVIDE DIAGONALS ALT TO BOTH H3_AEDYL LESS THAN LENGTH FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. APPROXIMATELY 45%') TO THE B-DOUBLE- LEDGER PRODIDE MTS12 OR CS16 DIRECTLY 0 6" ON-CENTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND r 1 A-SINGLE LEDGER I I ADJACENT EXTERIOR PERPENDICULAR v VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER END W/ 3-10d TOENAILS LOCATION. LE MORE THAN (1) LATERAL I°I WALL BETWEEN EACH LINE OF BRACING II BRACE IS NEEDED, OVERLAP BRACE TO FORM A ZIGZAG PATTERN ALL VERTICAL SIZE & NAILING REACTION I EDGER SIZE & NAILING AND ROOF MEMBER. AS SHOWN. F THE SAME BRACING REACTION LEDGER - - BLOCK TO DBL TOP 0-775 2x6 w/ 5-0.131x3~ 1850-2345 2x8 w/ 6-'/4"Ox6" SDS SCREWS z CONSTRU PLT W/ 2-H2.5T � MATERIAL. THIS REQUIRMENT IS NOT 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"1x6" SDS SCREWS NECESSARY AT HIP ROOFS. ALSO 1251-1540 2x10 w/ 10-0.131x3" ALONG EXTERIOR WALLS PARALLEL TO 1540-1850 2x12 w/ 12-0.131x3" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS:ADJACENT 0.131x3" TOE NAILS 0 8"O.C. BOTTOM CHORD BRACING PROVIDE TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAG. I FROM BOT. CHORD OF TRUSS DIAGONALS IN THE END SPACE TO DBL. TOP PLATE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A LEUQ2 A NOTES: WHERE A LEDGER IS INDICATED I TYPICAL NO TRUSSES BEAR AT THAT LOCATION, MAXIMUM SPACING OF 20 FEET. ON PLAN AND ADJACENT THE LEDGER IS BEING USED TO ATTACH THE AD 2x4x6' SYP#2 LATERAL BRACE EA. g-10d I LSTA12 ® 48" O.C. QB DBL TOP PLT ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE X-BRACE w/ 2-16d INTO BOTTOM COMMONS' TO GABLE TRUSS BOTTOM CHORD W/ I FRAMING ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. CHORD OF EA. TRUSS. SDWC15600 0 36" O.C. OMIT IF 11 PERMANENT TRUSS BRACING DECK LEDGER AT OVERFRAME RAFTERS 10 GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN Y;; 9 E END BRACING 0 4'-6" MAX. S0.1 SCALE: 3/4" = 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD LEDGER CONNECTION 0 GABLE IN LIEU OF z STUDS IN LIEU OF 2 STUDS DETAILS So.1 NOTES: 1. SPACE GER CONNECTION BY TRUSS S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 2. ALL MATERIAL TO BE SYP#2 ITS ACCEPTABLE ITSISTACCEPTABLE GIRDER TRUSS 9&ENGINEER. TRUSSTOLD FOR CLARITY TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS NOT SHOWN p. OR BEAM MIN 2 PLY 36" LONGS b 36" LONG STUD STUD FASTEN w/12- FULL /1 [FASTEN w/12- - fi FU I HEIGHT (1)MSTA24 STRAPS IXC ANCHORING SPECIFICATIONS_ 0 OVER TOP PLATE (2)MSTA24 STRAPS NAIL x3~ GUN 0.131x3 GUN NAILS (2)MTS12 WASHER FOLD OVER TOP PLATE SIMPSON HTT5 OR ',', NAILS (2)MTS12 -� . O �.-_ \_L FASTEN w/18-10d HDU5. FASTEN •••• •0 � DO NOT SCALE DIMENSIONS FROM O 4 ' _BULL HT. ANmmug_ sysTFM THE THREADED ROD ANCHORING FASTEN w/18-10d . . SIMPSON DTFZ UNCLEAR REFER TO THE SYSTEM SHALL CONSIST OF %*0 A307 THREADED 26-lOd COM ONS ® DOUBLE _1 ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE THESE DRAWINGS.IF R DIMENSION 5 SOLE ` FULL HT. TOP PLATE. 1 • . . . w/8- Y4"x1}�; ARC OR UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SDS SCREWS' ARCHITECTURAL DRAWINGS CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE •o SIMPSON FULL HEIGHT (2)H2.5T (2)H2 5T CONTACT THE EO R TOP PLATE, PROVIDE A 2"x 2"x lb" STEEL WASHER. . . ••• WITHIN 6 OD DOUBLE TOP SEE PLAN + � LTT206 THREADED R FASTEN WITH A NUT AND ALLOW AT LEAST 3 MINIMUM 2 PLY OF MINIMUM PLATE WALL STUD THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT STUD Y2° THREADE ROD PLAN NAME q OR POST. _ \__ _- ROD MINIMUM • • EPDXI TD E' OIN OR GIRDER (SEE PLAN) 2 PLY AT 2ND STORY " THREADED STUD STUDS PROVIDE JULINGTON - COASTAL FULL HEIGHT O (� J ---- ROD INSTAI-CATION: AT ALL PLATE PENETRATIONS, 2 PLY AT 2ND STORY RE DE ED PROVIDE A HOLE IN THE PLATE }(" LARGER THAN THE TURN TITEN HD STUD ROD EPDXIED • }�" THREADED ROD 2 CS18 STRAPS SIGN/DRAWN/CHECK THREADED ROD 7 L T DIAMETER OF THE THREADED ROD USED. WHILE COUPLER TIGHT STUDS PROVIDE 7.5" MIN EPDXIED 4" MIN OR AT BASE OF STUDS i FI FVATION SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER 1 CS18 STRAPS )�x6" 71TEN HD (FLOOR TO FLOOR) CS KM LAP SEE PLAN �- AGAINST PLATE WO AO (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AT BASE OF STUDS MINIMUM WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) 2 PLY HOLD DOWN SEE PLANDATE STEEL COUPLER © FULL HT._ _ ROD SHALL BE INSTALLED APPROXIMATELY CENTERED STUD " ROD = DTT2Z 02.28.17 ANCHOR - IN HOLE. RODS MAY BE SLANTED FROM TRUE " RODS - THD37634RC ( "x6 '4") ;, (OPTIONAL, LOCATE - �" ROD = HTT5 AS NEEDED) AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO SIMPSON DTT2Z SCALE AT Sill PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. � NUT ABO 1FE �P�� g��"� w/8- Y4"x17�Z" HTT5 BUILT-UP POST, BUILT-UP POST, AS NOTED INSTALLATION CHART SCURm 0"R THE MASHER 10 A �-TWT SDS SCREWS SEE PLAN. SEE PLAN. FULL HEIGHT ANCHOR IN OOND11M PLUS ONE-HALF W M OF A STANDARD LPA No. FLOOR NSI (APPRIMA1ELY 30 FT.-LBS. OF TORQt1E)L FRAMING A C D E F DUE TO 9StlNCAGE AND OOMPREWM OF BUBOING TOLL-17-00176 N . THREADED CONTRACTORS SHALL RE-110111 N NO TO 30 CONTROL No. FULL HEIGHT ROD CHOLE CONCRETE WASHER EMBEDMENT DISTANCE �� HTT5 of HDU5 QSI27 B OPTION 1 OPTION 2 THREADED ROD _ FOUNDATION, »� 2x2x'/e» 4• 4" 2" 3" .r H E E SEE PLAN PER PLAN. 3/8 /2 /z EPDXY A&QjQ NG: ALL THREADED RODS SHALL BE ALTERNATE FOR ALTERNATE FOR FULL HEIGHT TR Q Y SHEET EMBEDMENT 5/8 �4~� 3/4"0 3x3x'/4" 7.5" 12 2Yt" 3" DRILLED A EPDXY ANCHORED. SEE INSTALLATION " FULL HEIGHT ROD " FULL HEIGKT ROD DEPTH ('� MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE SOA REQUIREMENTS FULL HEIGHT ANCHOR T 3/g' FULL HEIGHT ROD ALTERNATE HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPING WALL SECTION THREADED ROD INSTALLATIONCHAR 14 FULL HEIGHT THREADED ROD 15 es ATTACHMENT sal SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET Z OF g 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM so.1 ALTERNATE So.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE ALWAYS PLACE OVERLAP SIDEWALLALWAYS PLACE HEADER AT TOP PLATE HEADER AT TOP OF ROUGH TOP OF ROUGH OPENING OPENING 5/a"0 THREADED ROD GARAGE w/3x3x1/4" PLATE - .. . . " • " - . . HTT5 w/ HEADER . . . . . . . . .. . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . . - . . . . HTT5 W/ 1' " " THREADED ROD HEADER AT PACK WITH 2—ROWS OF 16d . . . . . . . . . . . . . THREADED ROD /s EPDXIED 12" Lou P n t i , a n d TOP OF ROUGH RING SHANK NAILS 0 12" O.C. EPDXIED 12" MAX Ey Associates s Inc. 2)20ga STRAPS OPENING ° EXTEND HEADER TO L 2x4 BLOCKING 4-0.131x3" TOE NAILS (2 EA. SIDE) 420 Osceola Avenue HEADER TO JACK ATTACH GARAGE DOOR THRU EXTEND HEADER TO FAR SIDE OF WALL UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL 6x6 POST / AS SHOWN. H3 O EA. 2x4 OUTLOOKER NOTE Jax. Beach, Florida 32250 (2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 2)2x6 S F 2/ AS SHOWN. o c 6 6 6 OUTLOOKER /AT:24" O.C. TOPLACE E TRUSS THREADED f�OD SUPPLIER JACKS � TO THE INT. F CE OF Ph. 242-0908 Fax.241-9557 (2)2x6 JACK STUDS / 6 6 6 4'-O"x4'-0" PIECE OF WALL ROOF BALLOON FRAMED WALL FL:CA# 8344 SC:CA#3579 EPDXIED 12" AND (1) 4'-0"x4'-O" PIECE OF WALL SHEATING INSTALL AT UPPER STUD SPACING, SEE SHEATHING AND FASTEN TRUSS TOP o KING. SHEATING INSTALL AT UPPER HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN QB AND BOTTOM CHORDS TO HTT5 w/ CORNER 1" BELOW GARAGE HEADER ' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SCHEDULE. BALLOON FRAMED WALL 5-12d TOE STUDS w/ 2-0.131X3" (2)2x STUD CORNER " THREADED ROD ON EXTERIOR STUD (TRIMED ASDETAILEPDXIED 12" AND (1) SHOWN) 2x4 BLOCKING AT NAILS EACH NAILS AT EA. STUD. P ° KING. 48" O.C. BETWEEN TRUSS EPDXIED 12" • • e • SHOWN) FASTEN SHEATING TO HEADER w/ 8d COMMON Q$ GALV. BOX NAILS GABLE AND FIRST P.T. SOLE PLATE IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. , +J GARAGE HTT5 w/ HTT5 w/ FASTEN HEATING TO HEADER w/ Sd COMMON Q)3 GALV. BOX NAILS FASTEN GABLE END gyp•* ' ••� SOLE PLATE " IN 3" GID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. TRUSS w/ FULL HT. +a S��••�G •.��j ,Z a FLOOR ANCHOR THREADED ROD THREADED ROD ANCHOR AND HA4 �Q`�• oar EPDXIED 12 EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. EA. END SOLE PLATE a° ° A BLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINK S DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS _ = C-3 NC,7 ANCHOR -4 GARAGE WING WALL SECTION DOU THICKENED SLAB EDGE Q° AT GARAGE OPENING. °® 6x6 POST WITH ABU66 •• r>TA F 5/6"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN w/ 5/6" THREADED ROD • • Q N as t .p a STUDS DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x�/4" WASH EPDXIED 12" MIN. + 'p �) Q` • o° ' NOTES: v �.a 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. CONVENTIONAL SW GARAGE WING WALL ELEVATION ANCHOR PER SCHEDULE.ANCHOR NO FULL HEIGHT ANCHOR Christopher J Sabourin PE REQUIRED. FL P E#714 61 REVISIONS DATE 1 GARAGE HEADER FRAMING RAGE PORTAL WING WALL 3 GARAGE WING WALL FRAMING LESS THAN 12 4 BALLOON FRAMED GABLE END VIIIHEN g&4A oT oSO 2 IS DETAIL ONLY APPLIE WHEN NOTED ON PLAN S0.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SPLICE 2x6 x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS 0 24" O.C. PORCH BEAM SUPPORT POST • JACK STUD IF 4x4 IS SPECIFIED ON PLAN, 2x4 P.T. SCP SUR JACK STUD AT DOOR USE (2)2x4 SPF#2 SUPPORT. AT DOOR MIN. (2)2x4 PT SYP #2 LAN WALL \ `o. BLOCKING/CLOSURE FASTEN IF 6x6 IS SPECIFIED ON P Do TO TOE NAILS. RIP 24" MAX. SHEATHING PRE-ENGINEERED bOWN TO REQUIRED DEPTH USE (3)2x4 SPF#2 SUPPORT. WOOD ROOF TRUSSES. 12" MIN. 12d COMMON FIELD ALTERATION RATED WALL SHEATHING w/ ATTACH PORCH BEAM TO Y470X" 8d 0 6" Q.C. EDGE & FIELD. CS18 w/ -1 dx17�" WIRE NAILS PLAN VIEW PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. 48" 4" p C CONTRACTOR SHALL CONTACT LOU TAPCON RECESSED IN SLAB • OAC.HSTR P AN BE SCREW STAGGERED PONTIGO a ASSOCIATES PRIOR TO w/Y2" THREADED ATTACH SUPPORT POST TO INSTALLE E THEIR y MAKING ANY STRUCTURAL FIELD ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 FACE OF D CS18 w/7-10dx1V MODIFICATIONS WHICH MAY VARY ? EACH END 0 48" FROM THE INTENT OF THE ORIGINAL ANCHOR w/ 5/e"04" EMBED EPDXY ROD. U.O.N. CONSTRUCTION DOCUMENTS.ANY ' � O.C. STRAP CAN BE UPLIFT FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU O 8 SYP#2 PT SOLE PLATE INSTALLED EITHER CONNECTOR ASSOCIATES MAY RESULTULT IN IN CONIC. CONIC. BOX COLUMN I FACE OF STUD ADDITIONAL ENGINEERING OR SLAB SLAB MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d ® 3" i DOUBLE FLOOR INSPECTION FEES. WATER PROOFING AT TRUSSES USSES TRUSSES TOP PLATE LOWER PORTION OF OR JOIST. 0 JOIST. OR JOIST. r ELEVATION VIEW ELEVATION VIEW BOX COLUMN BY BUILDER i -4" - IF PT MATERIAL IS NOT USED. 013110N B SEEA OPTION A BEAMPLAN r 7 Z OPTION A OPTION B STRAPPING SHEATHING OPTION C DROPPED BEAM mm 5 FRONT ENTRY JAMB FASTENING s BOX COLUMN DETAIL MMEN 7 WALL STRAPPING O E BEAM RAFTER TAIL DETIAL U 0 S0. 07ED S0. THIS DETAIL ONLY APPLIES WHEN 0 DON PLAN OTED SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Q �: W Uj C) KING STUD TO TOP PLATE: SDWC15600 SCREW. LLI W 0 TO TOP PLATEm Z C15600 SCREW. -- 0 32" O.C. ROOF SHEATHING PER STUD TO TOP PLATE: STUD TO TOP PLATE: CONSTRUCTION SPEG's SDWC15600 SCREW. O SDWC15600 To SCREW O 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: ROOF TRUSS RAFTER TAIL O 32" O.C. LATE TO TRUSS SDWC15600 SCREW. 4"x3)f LAG SCREW 0 32OT P " O.0 1/2"x10" S.S LAG BOLT w 1 MSTA24 T CH FLNOOR TRUSS SDWC15600 v( n UPLIFT ATTACHMENT NON-STRUCTURAL WOOD BEAM PER PER PLAN ARCH (2)2x6 POST'AT EA. Q a BRACKET BOT PLATE TO FRAMING_ (2)SDWC15600 W BOT PLATE TO FRAMING RFLOW CS180 32" O.C. 29 BELOWCS180 32" O.C. STUD TO BOT PLATE: O O WiT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. 4x4 HORIZONTAL LEG 4"x37¢" LAG SCREW 0 32" O.C. 3-lOd SIDS TH ROUND WASHER EA SIDE RECESSED LAG SCREW RECESSED ' 24" O.C. 4x4 DIAGONAL W ALL EXP�SEO META CONNECTORS AND %"x8" LAG SCREW FASTENEI$S SHALL RECESSED O O BE STAINLESS STEEL 4x4 VERTICAL LL. TRUSS OR BEAM PARALLEL TO WALL ABOVE 3 s WALL STRAPPING DETAIL wNON 10 �LLSTRAPPING DETAIL wHON 11 WALLSTnPPI=�E:tL ,2 STRUCT RAL BRACKET CONNECTION DETAIL THIETAIL ONLY APPLIES WHEN NO 'D ON PLAN SO. THIS DETAIL ONPPLION PLAN S0.2 S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MISC FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME JULINGTON - COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE 02.28.17 SCALE AS NOTED LPA No. TOLL-17-00176 CONTROL No. 5255 SHEET OFFICE COPY S02 SHEET 3 OF 9 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue 77'-0" Ph 242-1 0908Fax.241ach, Florida - 0 9557 FL:CA# 8344 SC:CA#3579 75'-0" N 111 2'-0„ �A N 2 S1.01 a, �,`••��•G....... f�� S1.01 No. 1 - ' - - - - - - - - - - - - - - - � I STA E F ' _ - - - - - - - - -- - 3 r, J - - - - - - -- -- - - - - - 0 1 ' I I I I I I '•'. 0 6 JS/pNA 76 I ( I51.01 • I I ',++++++/+��na/unlol► � �p 1.01 N I ,-10„ I I I I I- I Christopher J Sabourin PE 18 I 00 N I 2 �i 0I I I FL PE#71461 I I I I NV'rS1.01 SIM. V) V I S8 01 REVISIONS DATE 4" CONCRETE SLAB W/ I i FIBERMESH ® 1.5 LBS/CU-YD. I 0 I OF CONCRETE OR 6x6 W1.4xW1.4 I 4 I I 0WWF ON 6MIL VAPOR BARRIER I I S1.01 I I I�Siii I _ I - - - - - - _ I IN PREPARED GRADE. - - - _ - _SAWCUT I 1 N E- I :D I I QI I MONO FOOTING TO y E 6 I S1.01 5x30 I � I FIELD ALTERATION ( STEMWALL w/ 2-# " 51.01 o - I I DOWELS EPDXIED 6" MIN. 0 I I CONTRACTOR SHALL CONTACT LOU \. I I I I STAIRS B Y - PONYING a ASSOCIATES AL FIELD N I I I - 1 ' 3" MAKING ANY STRUCTURAL VAR 15' " BUILDER I MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE CONSTRUCTION DOCUMENTS. ANY FlELDAAOR TO BEING APPROVED BY LOU PONTIGO S ASSOCIATES RESULT 4 ITENGINEERING ORS1. p INS INSPECTION FEES. F3. _ - I _ - - - - - - -� - - - - - J i S1.01 -T x - --f O 6 3 -0 1 I S1 = z - - - I � PAVERS SIM. I R N F2 0 6 I I - o 1BY OTHERS N I Y I I I 9 I I 1 o `n O .I I n ". STAIRS B S1.01 BUILDER I I I __ I ---I S1.0 L II 0 6 o 1 I S1.01 I 9 I I 0 I r+ + M N I PAVERS �- I STAIRS BY i co LU I ' I I I BY OTHERS N I S1.01 I BUILDER oo L W N I I I U I SLIDING GLASS DOOR_ I 10" Z FRAMES MUST BE RECESSED h I 6'_2" I 6'-0" O w 10 '-7" 51.0 I SEE ARCHITECTURAL PLANS 11'_7" 4 1 8 _I n 16'-6" ,, FOR LOCATON OF SLIDING z L.L I I GLASS DOORS. I i O I 15'-8"� I I 9 LTJ LL o i F2.0 S1.01 I - - - - N 10 I - - - - - - - - - - - - - - J (� 51.01 - - - - 0r � I MONO FOOTING TO 1 I Q Q - - - - PROVIDE 2-#4x4'-0" S1.01 STEMWALL w/ S1.01 I Uj0 - - CORNER CRACK BARS 10 I I 2-#5x30" DOWELS r- I I I FOOTING TO AT SLAEPTH. I EPDXIED 6" MIN. I O O MONO FO B MID-DEPTH. S1.01 I I i STEMWALL w/ 2-#5x30" S1601 I I I t DOWELS EPDXIED 6" MIN. I I I 713 I 1 S1.01 I I S1.0. in cO PROVIDE SAW CUTS PER O O 1 I I S1.01 I I 5/S1.01, BUILDER TO 17'-4" COORDINATE WITH FINISH 17' v FLOOR MATERIAL. - - - - - - - - . � I i 70'-0„ 5'-0 75 -0 FOUNDATION >' N PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIM ION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. -3 PLAN NAME JULINGTON - COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE FOOTING SCHEDULE AND NOTES 02.28.17 SCALE TYPE LENGTH WIDTH DEPTH BOTTOM BARS F2.0 2'-0" 2'-0" 11-0113-#5 EA. WAY BOT. FOUNDATION AN AS NOTED F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. SCALE: 1/4" = 1'-0" TOLL-17-00176 LPA-0 F3.0 S-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. TOLLNTROL 1 . F3.5 S-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. CONTROL No. F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. 5255 " 1'-0" 4-#5 EA. WAY BOT. SHEET F4.5 4-6 4'-6 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOU SID 1. THIS ITS ELECTRICAL EMBEDS, FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, OFFICE COPY STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOREFERENCE ONN HERE IN OR SHEET 4 OF 9 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL PROCTORM I IN ACCORDANCE WITH ASM MODIFIED 155 . TYPICAL WALL FRAMING AND ANCHORAGE PER TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING CONSTRUCTION SPECS. PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. 1 (1)#5 CONTINUOUS, PROVIDE SOLE PLATE ANCHOR, CORNER BARS (TYPICAL) — CONT. PROVIDE Lou .Pontig, and #5 SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.0 Associates, Inc AT WALLS GREATER THEN 12" HOOK INTO SLAB. CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS 4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, 420 Osceola Florida32e TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN �� `� Jax. (teach, Flrida 32250 FOR TEM WH LAYOUT PLAN AND SLAB ON • X Ph.242-0908# 83 s Fax. A#35 9 51., ; PERMANENT LATERAL SLAB ON GRADE, 2 e ° is ®---- GRADE, FL:CA# 8344 SC:CA#3579 SUPPORT DETAIL. ° SEE PLAN. -_-_ ' SEE PLAN. / /� �, '�� ° �' ' i\\\f a �, '�R j' GRADE OR CONC. 8 CMU STEM WALL W/ c� .• •. SLAB, SEE PLAN. \' /\�\�'' / U \� `� AN S PES TO DRAIN, SEE ARCH SLAB ON ° ° �--_ #4 VERTICAL DOWELS @ 24 O.C. �_�;• •••;' #4 DOWEL TO MATCH VERT. SHOWER P \ GRADE ° ° `a �f:� 90' BEND INTO FTG. v. No 7 1 ;L STEMWALL REINFORCING (SEE / \�j \\ PLAN. MAINTAI MIN. SLAB THICKNESS. SEE PLAN STEMWALL SCHEDULE / SCHEDULE) w/ 6 HOOK INTO 00 / /\ \\/\�\ Q ° ° ,o:. STT F CMU REINFORCING �\ 4 FOOTING. LAP VERT REINFORCING \ \\ ° ATR a \ i� U e �Q. Q • 'p •. A COURSES ° 25 IF STEMWALL IS GREATER J / /\�\ .° ° CONTINUOUS CONCRETE y"�FSSON E•G �r` N .c` ' ► ' 1 TO 6 #4 VERT. @ 48'0.C. THAN (3) COURSES. \\ '' STEMWALL, SE 1 /S1 -01 °.d ° ° °' 3" CLEAR FOOTING ,' lllilllYl 11\\ 7 TO 10 #4 VERT. @ 24"O.C. / \\ a \� CONT. CONCRETE FOOTING \ \ TYP 4 VERT. @ 8"O.C. s Christopher J Sabourin PE 12 FL PE#71461 11 TO # � 1—STORY, w/(2)#5 CONT. 10 x20 STEMWALLS OVER 6 COURSES TO "d x 16"w 4 OR (2)#5 CANT. w/ 2—#5 CONT. HAVE TRUSS TYPE HORIZ. JOINT 10" x 20" 2—STORY, w/(3)#w REINF. BETWEEN EVERY OTHER REVISIONS DATE COURSE. FILL CELLS SOLID. SHOWER RECESS 2 FOOTING / SHO 3 GARAGE STEM WALL 1 STEMWALL FOOTING 51.01 (IF REQUIRED) S1.01 (IF REQUIRED) �-o SCALE: 3/4" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO$ASSOCIATES PRIOR TO TYPICAL WALL FRAMING AND ANCHORAGE MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY o ° ° FROM THE INTENT OF THE ORIGINAL PER CONSTRUCTION SPECS. _—f CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO (1)#5 CONTINUOUS, PROVIDE STEP, SEE __ BEING APPROVED BY LOU PONTIGO& CORNER BARS (TYPICAL) ARCH. ° ° ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. (4" MAX.) EQUAL TO SLAB 12" HOOK INTO SLAB. THICKNESS. 7B Q SLAB RECESS = z SLAB ON GRADE, BRICK VENEER IS SEE PLAN. U s ACCEPTABLE WITHOUT 0 WALL FRAMING INCREASE OF FOOTING — (� SIZE. Q WALL FRAMING 1" DEEP SAWCUT w/ SLAB ON GRADE, T2-#5 CONT. STEP, SEE ARCH. PLAN. SLAB ON Uj C) ERIC SEALANT SEE PLAN 8" CMU STEM WALL W/ SLAB ON ELASTOM GRADE, Go b;d - PLAN. 4 VERTICAL DOWELS @ 24" O.C. _-° ° --° ---- GRADE, _ _ a GRADE- -- --- a ° ° SLAB ON _ �\ ° SEE LU 90' BEND INTO FTG. _ SEE PLAN _ -�-_�- �" j SEE PLAN. LU NOTES: T _ ° LLp 1) PROVIDE SAWCUTS TO CREATE j 4° APPROXIMATE 12' X 12' MAX. SQ. 3' 01 CONTINUOUS CONCRETE o ' 2) SAWCUT CONC. SLAB WITHIN 4 TO te=e FOOTING 12 HOURS OF CON . PLACEMENT. OPTIONAL 8"x16" O 3" CLEAR _ 2" FLAIR 1—STORY, w/(2)#5 CONT. "x16" 1—STORY, w/(2)#5� CONT. TYP Z n 8"x2o" 2—STORY, w/(2�##5 CONT. 2—STORY, w/(2)#5; CONT. r/ uj 10"x20" _ m J cn w/ 2—#5 CONT. 7 MONO. FOOTING AT STEP DOWN � IL BEARING AT INTERIOR ALL AT GARAGE 5 SAW CUT DETAIL � 4 STEM W SCALE: 3/4" �-01 Q S1.01 S1.01 S1.01 = 1'-0" I LLj po z m TYPICAL WALL FRAMING PAVER BY 3/ AND ANCHORAGE PER OTHERS MATCH DOOR RECESS WITH, SEE ARCH. SLAB ON CONSTRUCTION SPECS. BOND BE w/1 #5 O O GRADE, d. SEE PLAN. � y a -,'.8" MASONRY PAVING I SLAB 0'4 / STEM WALL w/ BY BUILDER 12"x12" 1#5 CONT. GRADE ol�1—#4 @ 48" O.C. ° �° a I----2-(DETAIL 8B Z / ° SEE PLAN. GRADE OR CONC SLAB, SEE PLAN E.J. Z a 00 °F4 , J 1 \� MATERIAL SLAB ON °� -- -.t. GRADE, o= Q.� / � �` MISC • SEE PLAN. N n p ALT. FOOTING AT a wk FRAMING BUILDERS DISCRETION. ° 48 O.C. OR DETAILS @ THICKENED EDGE s"xs" DETAIL 8A #3 (2)#5 NT. '�� w/ 1—#5 CONT. ROD CHAIRS (TYP.) 12" 1—STORY, w/(2)##4 CONT. 2" THICK x 20" WID 16" 2—STORY, w/(2)##5 CONT DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ri OPO H STEM WALL UNCLEAR REFER TO THE ITHIC EDGE FOOTINGARCHITECTURAALORAWINGSOR 8 THICKENED SLAB � MONOLCONTACT THE EO R. S1.01 SCALE: 3/4" = 1'-0" �-O PLAN NAME S1.01 JULINGTON — COASTAL • I DESIGN/DRAWN/CHECKED CS KM LAP DATE 02.28.17 ! SCALE AS NOTED LPA No. TOLL-17-00176 CONTROL No. 5255 SHEET OFFICE COPY S1601OPY } SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and -- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557 THREADED ROD, SEE DETAIL 12/S0.1 FL:CA# 8344 SO CA#3579 SEE DETAIL X5 TTHREADEDDROD, SEE IAMETER FDETAIL 12/SO.1 (2)2x6 (3)2x6 ULL HEIGHT 1/S0.2. SPF#2 SPF#2 V A307 DIAMETER THREADED (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 (2)2x8-1/2 (2)2x6-1/1 (2)2x8-1/1 POST. POST. (2)2x6-1/1 NON-STRUCTURAL 0 ROD TERMINATES AT FIRST FLOOR '�Q+••"" ••:46� TOP PLATE, SEE DETAIL 12/SO.1 ��•••'�� `•••�G�''� p -�' - BRACKET REFER TO NON-STRUCTURAL - BRACKET REFER TO STRAP HEADER I I ARCH (2 PLACES) " A307 DIAMETER THREADED '• N l J�1 ) ROD TERMINATES AT FIRST FLOOR ARCH (2 PLACES) PER 7/S0.1 j '`..7"" n OSB WALL I I TOP PLATE, SEE DETAIL 12/SO.1 r� I SHEATHING. 1 I 'O '• EliSTT F o FASTEN TOP OF WALL I 3 i 1 SIMPSON HTT5 SEE DETAIL 15/S0.1 'yy'p0�•.�C`4 R P •,•'� PROVIDE MIN (2) PER DETAIL 5/S0.1. ► N ,��''oyFcS's+` "' '�•G`� rr N INTERMEDIATE JACK . I � ( SIMPSON DTT2Z SEE DETAILI5/S0.1 I STUDS. FASTEN TOP & ) sabourin PE BOTTOM w/ SDWC15600 I I I Christopher OSB WALL I (/) SIMPSON LTT208 SEE DETAILI5/S0.1 FL P E#714 61 N 1 SHEATHING. I > N 00 > i O w WALL STUD SCHEDULE LIJREVISIONS DATE X >o FASTEN T OF WALL TOP PLATE TO STUD 1 Q Q N m 1 PER DE 5 S0.1. w/SDWC15600 @ 48 O.C. (3)2 w `" PLATE STUD SIZE •• Q a SPF No I 2 N Q LOCATION HEIGHT & SPACING 00 I I POS m I L'-I x EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. LL CD 4 MAX EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. Qc OSB ALL I FASTEN TOP WA L Q Q MAX 2x4 sPF,�2 012" D.C. SHEA ING. I PER DETAIL 5/ 1. 1 m EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0" INTERIOR 1o,-O" 2x4 SPF#2 0 16" O.C. TOP PLATE TO STUD MAX 2x4 SPF/2 ® 12" O.C. (2)2x6 M I �� INTERIOR 12'-D" 2x6 SPF#2 ® 1s" D.C. � FIELD ALTERATION PF#2 3 I w/ SDWC15600 @ 8 O.C. POST. CONTRACTOR SHALL CONTACT LOU R TO 2x4 SPF#2 @ 12" O.C. 1 1) WALLSTUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE PMAKING ANY STTRUCTURALOCIATES �FIELD et II MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL (2)2X1 2 I I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY o ARCHITECTURAL REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO \//` (3 / BEING APPROVED BY LOU PONT60& )2x6 1SO.2. 1 k I SPF#2 �I 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN YELLOW PINE. ADDITIONAL ENGINEERING OR STRAP HEADER (2)2x6 (2)2xG-1 POST. 4.) USE SYP2 FOR ALL TOP PLATES AND SOLE PLATES. INSPECTION FEES. 1 PER 7/S0.1 SPF#2 i ; POST. - J 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS STRAP BEAM EA. 1 j TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. END W/(2)MSTA24 I (2)2X6 \ SHEARWALLSE 3/SO.O FOR ADDITIONAL ANCHORS AT #2 SPF -` i (2)2x12 Z I I I (2)2 6 POS1 DIRECTLY POSTN COMBINED USE PANEL NOTES J w I 1 . 1 I BEL POST ABOVE. nFD PRO IDE SO ID BLOCKING 1. EXTERIOR WALL SHEATHING SHALL BE U o N J ( m I I 6X6 P.T. SYP#2 POST CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST > 1 LLJ (^ WI FL00 SYSTEM. v, < C14 W/ABU66. SEE DETAIL TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING > _ '`12/S0SPLICE LOCATIONS FOR MULTI STORY CONDITIONS F I X I m .1. (TYPICAL) 2. SEE SHEET S0.0 FOR WALL SHEATHINGUj Q I SPECIFICATIONS. Q V) O N 3. UPPER MOST TOP PLATE SUPPORTING ROOF N 1 1 EN N MEMBERS SHALL BE STRAPPED AS SHOWN IN J '� 1 TO DETAIL 1/SO.0 1 1 ABOVE 1 81.1 m i of 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL ry I X 3/S0.0 Z 1 1 SEE 3/S0.1 FOR BEAM GENERAL NOTES �- Q 6x6 P.T. SYP#2 POST 1. SEE DETAIL 2 S0.0 FOR WALL FRAMING DETAIL. z n 1 1 CONN. (TYPICAL) O w/ABU66. SEE DETAIL (2)2x6 � / 2/SO.1. (TYPICAL) 1 1 SPF#2 (2)2X12 SIZES AND SPACISEE WALL STUD NG.EAT GIRDERS DULE THIS SAND TBEAMS, FOR LF; TUD 2 2x12-2 2 POST. _ _ PPROVIDE STUDS BELOW TO MATCH BEAM/GIRDER W ( ) (2)2x6-1/1 )2x -2/ (2)2x8-1/1 M J Ln 2. SEE SHEET S0.0 FOR ROOF AND FLOOR I..V SHEATHING SPECIFICATIONS. 2 2X12 I STRAP HEADER I 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE I FASTEN TRUSS TO PER 7/50.1 I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES � Q SEE 3/S0.1 FOR BEAM PROVIDE MIN (2) I TOP OF WALL w/ TOGETHER PER DETAIL 6/SO.0 INTERMEQIATE JACK SDWC15600 @ 16" 0 C. CONN. (TYPICAL) V 4. INSTALL SOLE PLATE ANCHORS PER DETAIL w STUDS. FASTEN TOP & ., 3/SO.o BOTTOM w/ SDWC15600 I O O NIFPROVIDE MIN. N 5. AT SHEARWALLS, PROVIDE DIAPHRAGM z 1 cfl I I ATTACHMENT PER DETAIL 5/SO.1 N 1 0 0 �,� (2)INTERMEDIATE m 00 I / JACK STUDS. N 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W N I N (� $�) v N TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 Q SHEATH CONT TO 2ND I 7. AT PORCHES, SEE DETAIL 2 SO.1 FOR FRAMING / N LEVEL TOP PLATE. LAP AND HOLD DOWNS SHEATHING T FLOOR , N (2) POST DIRECTLY O O U) I SYSTEM SIMILAR TO 1/S0.1 I BEL POST ABOVE. CS18 STRAPPING DETAIL J U (2)2x6 I PR IDE SOLID BLOCKING Oo Oo CS18 STRAP w/ 10" END LE GTH. FASTEN /-POST. SPF#2 WIT IN FLOOR SYSTEM. THIS END w/ s 10d. o I ' (2)2x6-1/1 (2)2x6-1/1 2)2x1 -2/2 STRAP HEADER EA (2)2x6-1/1 WALL FRAMING W z END w/ MSTA24 bLq 2x4 BLOCKING ROOF FIRST FLOOR @ 24" O.C. TRUSSES NO NAILS REQUIRED FLOOR IN CLEAR SPAN FRA TRUSSES MING 2X6 FLATWISE BLOCKING OR JOIST. SHEATHING NAILER w/3-0.131 X3" W PLAN EACH SIDE SHEAR ALL NOTE: SW: 3 6 WALL FRAMING 0 CS18 STRAP w/ 10" SW: /6 DESIGNATES SHEARWALL END LENGTH. FASTEN CRIPPLE STUDS " " "FIELD" THIS END w/ 9-1od. NAILI G - `8d @ 3 EDGE AND 6 FIELD DO NOT SCALE DIMENSIONS FROM @ 16"o.c, NAIL TO ADJACENT STUD 2-SDWC156OO THESE DRAWINGS.IF w/3-10d COMMONS AT EA SO 'E PLATE ANCHORS - SEE SCHEDULE ON uNCLEARALDR WINGS BLOCKING OND TAIL 3/SO.O ARCHITECTURAL E.O.R. R CONTACT THE E.O.R. PLAN NAME WALL SHEATHING I FIRST FLOOR FRAMING PLAN WALL SHEATHING JULINGTON - COASTAL 2 SCALE: 1/4" = 1'-0" CONTINUOUS. DESIGN/DRAWN/CHECKED O2X8 SYP 2# i SO Pb E ANCHOR SPACING SCHD Cs KM LAP PLATE 10d COMMONS ALL Ex RIOR WALL NOT 42" O.C. DATE UNLESS OTHER �NOTED WALL SHEATHING © 6"o.c CONNECTING BUCK AND PLATE 02.28.17 w/8d @ 3 sHEwALLs EACH SIDE 24" O.C. SCALE (SW81:103"/6") i AS NOTED 2x4x12" LONG ADJACENT TO STUD. FASTEN TO HEADER rLr a LPA No. WHEN NOTED ON PLAN SEE NOTE 2 WITH, 2-SDWC15600 SCREWS. TOLL-17-00176 NNo.6 o. 1 WOOD FRAMED HEAD ABOVE SLIDING GLASS 1. 3 ALL SOLE PLATE ANCHORS PER DETAIL 3/ .0 5255 SHEET 51.1 2 EN PLE SPASOLE PLT ®CING SHALL B6"AS 36TED. FOR c c ON CENTER SPACING OrF'�G COPY SIA SHEET 6 OF 9 SYMBOLS LEGEND I HTS16 DESIGNATES UPLIFT CONNECTION. Products TRUSS / ROOF AFTER NOTES: STRAPPING NOTES FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. PIotID Length Product Plies Net Qty 1. STRAP TRUSSES ES AND ROOF RAFTERS TO BEARING 3. FOR GENERAL DESIGN SLIPS ON SEE SHEET = 23-10-08 onCENTER® LVL 2.0E 1 3/4" x 16" 2 2 WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 4. WHEN USING CROSS CLIPS pN /2" MADE LUMBER, PLACE CLIPS FBO3 DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. FB02 23-11-08 onCENTER® LVL 2.0E 1 3/4" x 16" 3 3 SCREW UNLESS OTHERWISE NOTED Lou Pontigo and TRUSSAssociates, Inc. FB01 14-06-08 onCENTER@ LVL 2.0E 1 3/4" x 16" 2 2 J FASTENING DETAILS 4200sceolaAvenue lax. Beach, Florida 32250 Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 8 RAFTER TAILS 8 SEE DETAIL 8/S0.2 SO.2 S0.2 HTS16 ww+- 6' y HTS16 (2)HTS16 (2)HTS16 ��ya�.•••�G •• p -, � ILI- ,+ F'•••G� o, LAL-4co tt I". O O O O I M C14O V NO B1 I— I LLLLLOL LLO. LL LL LL LL v7 O W Ml j P 2x6 EXPOSED RAFTERS @ 24" O.C. ,o:• STT OF ,i� . N �,s TO I TO FASTEN TO TRUSS TOP CHORD w/ =,�p'•.�� P•.•• �, N� I W i � I SHEATH CONT. A34 ANGLE. FASTEN TO BEA ING ! '''- ''� •'•••• " ••'' ��''� N I W SDWC15600 SCREW. STUD DIRECTLY 4y'''�SS�ON LeG �, 10 1 I THRU LOW ROOF EJ / BELOW TRUSS TOP PLATE To TO BEAM BELOW. SDWC15600 STUD SDWC15600 Christopher I Sabourin PE 8 11 I I EJO FL PE#71461 so.2 i TRUSS TIE DOWN WITH SIMPSON SDWC RE�,ISIONS DATE J28 j I EJ I i Rafter to Top Plate shown J26 j (2)F�TS16 I EJO 8 Truss to Top Plate similar 2x6 EXPOSED RAFTERS ® 24" O.C. I So.2 Optimal 22�' FASTEN TO TRUSS TOP CHORD W/ 11 (4)10d TOE—NAILS. FASTEN TO 1 I EJ 10• o BEARING w/ SDWC15600 SCREW. T10 I I 30 I I co I s. EJO FIELD ALTERATION I I CONTRACTOR SHALL CONTACT LOU J24 MAKING ANY STRUCTURAL FIELD HTS16 SHEATH CONT. I I EJo STUD DIRECTLY PONTIGO&ASSOCIATES PRIOR TO I BELOW TRUSS MODIFICATIONS WHICH MAY VARY EJ35 THRU LOW ROOF I I JAZ"Max FROM THE INTENT OF THE ORIGINAL l TO BEAM BELOW. I TO CONSTRUCTION DOCUMENTS.ANY 16 o I I TO SDWC15600 TOP PLATE TO FlELDASSOCIATES IOBY MAY SDUPRORTO LT IN 1 N BEINADDTONALDENGINEERING ORr//// & V �! (2)HTS16 o STUD SDWC15600 INSPECTION FEES. % I VO1 I j No e: 1. Sloped—roof rafters may be sloped up to and including Co �. r. a 12:12 pitch and must be "birdsmouth" cut. 2 HTS16 OR 1 2 HTS16 0 0 0 0 i O S1.2 I O LL LL LL I TO (2)MSTA24 I I 2. Reference detail 4 for installation instructions. I UU OSB BLOCKING PER FT01L HTS16T z DETAIL 5E s0.1 1 SIMPSON SDWC INSTALLATION RANGE 0 i!.` I / i, V RAFTER TAILS__// ___W I I FTOIL SEE DETAIL 8/SO.2 I SHEATH CONT. FR U PER LEVEL CONT. 1 THRU LOW ROOF ' I FROM LEVEL TOP PLATE FT01 W TOB AM BELOW. I TO 2N1 tVEL TOP PLATE. I 1 Q DO NOT RAME KNEE WALL M so.1 i ® FL00 YSTEM ELEVATION. FT01 SHEATH CONT. THRU J FTo1 LOW ROOF TO 2ND UUj / I LEVEL BOTTOM PLATE. U OSB BLOCKING PER FT01 DETAIL 5E/S0.1 PORCH CEILING SHEATHING �,` , /` ' 1 2x12 BLOCKING AT BOTTOM CHORD OF---'I0 n � / I I FTO BETWEEN EA STUD NOT DIRECTL TRUSS SEE 2/S0.1. (2)HTS16 OR I i FTO BELOW TRUSS ----- TRUSS. RIP TO FIT. SDWC15600 � ' r ' (2)MSTA24 W ote: Reference detail 2a for installation angle limit r ^ 1 SHEATH CONT. THRU �J J LOW ROOF TO 1 ST SDWC INSTALLATION I Ai t7 H S16 I LEVEL BOTTOM PLATE. HEATH CONT. THRU 1 4 Rafter to Top Plate shown j 4< HTS16 LO ROOF TO 1ST—\ 0 LEVEL BOTTOM PLATE. (Truss to Top Plate similar) I I O O 1..1..1 8 1 R`OX STUD NOT DIRECTL m BELOW TRUSS W a I I ® ha not install SDWC in O O hatched area RAFTER TAILS T07 I SDWC15600 ( , SEE DETAIL 8/SO.2 O O Overh21"1M/A2X" MIN 04 IL r" C14 UC14 O O O O O O O O gTO N N C14 O O O O O LL ►L LL LL"1 LL LL U. LL LLO 1 SDWC INSTALLATION RANGE HTS16RAFTE TAILS S0.1 FLOOR AND 8 D---TAIL 8/SO.2 so.2 SEE ROOF TRUSS Rafter or Truss PLACEMENT 14'" minimum edge distance for full P' N values (with or Splice may be in upper or �"./"� without a plate lower plate splice) WALL DO NOT SCALE DIMENSONS FROM SHEATHING � THESE DRAWINGS.IF A DNAENSION IS UNCLEAR REFER TO THE 2ND FLOOR WALL x• from t0 plate ARCHITECTURAL DRAWINGS OR STUDS. SET ON p CONTACT THE E.O.R. splice offset � for full values STUD NOT DIRECTLY PLAN NAME DOUBLE TOP PLATE BELOW TRUSS JULINGTON — COASTAL DESIGN/DRAWN/CHECKED FLOOR AND ROOF TRUSS PLACEMENT PLAN CS KM LAP PRE—ENGINEERED SCALE: 1/4" = 1'-0" DATE WOOD ROOF TRUSSES. 2x6 BLOCKING y SDWC AT TOP PLATE SPLICE 02.28.17 BETWEEN EA. TRUSS SCALE AS NOTED LPA No. TOLL-17-00176 CONTROL No. 5255 SHEET 1 DETAIL OFFICE COPY 51 .2 S1.2 SHEET 7 OF 9 I . SYMBOLS LEGEND _ DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW 3 6 SHEARWLL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and -- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue lax. Beach, Florida 32250 XA307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 SW: 3/6 01 PROVIDE MIN. �/� A307 DIAMETER FULL HEIGHT (2)INTERMEDIATE ^ THREADED ROD, SEE DETAIL 12/SO.1 JACK STUDS. .��' ' $ �`•� " A307 DIAMETER THREADED '`�•.••'•"••+ �� moi, ROD TERMINATES AT FIRST FLOOR ��+.+'V\CEIV �•••0 TOP PLATE, SEE DETAIL 12/SO.1 Q`.+ •.• �'� o.., • � 307 READED I 00 (2)2x6-1/3 Gj'�� I (95 RODATERM TERMINATES FIRST FLOOR o f NO. \_ 8 U; G I \ TOP PLATE, SEE DETAIL 12/SO.1 • I U i STA E ca cO Q. c N cV SIMPSON HTT5 SEE DETAIL 15/S0.1 '�O�•••iC`�© ' �•.•'��,`.r� 04 SHEATH CONT. y•Fs+s;��•.,, .• v � N I I THRU LOW ROOF NA I TRUSS 49 ABOVE SIMPSON DTT2Z SEE DETAILI5/S0.1 •`'•r�"��/°xilH; ��„ I I - - - - - - I TO BEAM BELOW. IChristopher l Sabourin PE (2)2x6 FL PE#71461 C 22X6 SPFZ # SIMPSON LTT206 SEE DETAILI5/50j POST. STRAP TO I .1 Q BELOW w/ CS18. (2)2x6 SPF#2j w\ WALL STUD SCHEDULE REVISIONS DATE m J i POST. STRAP TO I m J PLATE STUD SIZE p Q I BELOW w/ CS18. i p LOCATION HEIGHT & SPACING I j I I j w EXTERIOR 2x4 SPF#2 O 16" O.C. MAX Q I CS18 © BOTTOM OF STUD I Q EXTERIOR 10'-1 2x6 SPF#2 016" D.C. s� w I WHERE NOTED. SEE DETAIL I w MAX 2x4 SPF#2 012" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. o_ I AT BOTTOM RIGHT OF PAGE. I m 14'-0" OI ICh INTERIOR 1 MAX" 2x4 SPF//2 ® 16" O.C. N J I I V) J12'-0" 2x6 SPF#2 A 16" O.C. 9L w I I mINTERIOR MAX 2x4 SPF/2 ® 12" D.C. FIELD ALTERATION m I CONTRACTOR SHALL CONTACT LOU 5810 NO11ES SHEATH CONT. PONTIGO&ASSOCIATES PRIOR TO THRU LOW ROOF I I i 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY I I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL TO BEAM BELOW. I I CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY CX ARCHITECTURAL'REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& EN YLLOSPF W P NE DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ADDITIONAL IENGINEERING OR (3)2x6 SPF#2 I INSPECTION FEES. (2)2x6 I POST. STRAP TOSEE 3/SO.1 FOR BEAM I OD 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. SPF#2 I BELOW w/ CS18. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS POST. I :X6 in CONN. (TYPICAL)I v MNMUTO MSE 3/SO.0 ETE SLAB /16d MASONRY FOR ADDIITIONALUANCHILS ORRS® 6" O.C. SHEA -H CONT. - RUSS 48 - - - SHEARWALLS THRU L W ROOF I - - (2)2x12Z TO BEA I BELOW. I I (3) SPF#2 I (2)2x12 COMBINED USE PANEL NOTES 7 POST. RAP TO LD nj BELOW w/ CS18. IIc r 1. EXTERIOR WALL SHEATHING SHALL BE U 6x6 P.T. SYP 2 POST CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST / n � V) I I I t SET ON BEAM BELOW. TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING v 1 w r I I SEE DETAIL 1 S1.3 TyP. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS j m I I / ( ) 2. SEE SHEET SO.0 FOR WALL SHEATHING W C)W O J I i N I SPECIFICATIONS. ~ I I x 3. UPPER MOST TOP PLATE SUPPORTING ROOF J 0 I I I N MEMBERS SHp�LL BE STRAPPED AS SHOWN IN Q I I EN TO IC14 N DETAIL 1/SO.b W w I ELOW v i 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3:1 U Q I I 3/SO.0 cn w I I GENERAL NOTES Q m I I SHEATH CONT. THRU I O oLOW ROOF TO 2ND (2)2x12 1. SEE LL ST 2/SO.O FOR WALL FRAMING DETAIL. m L EL BOTTOM PLATE. I SEE WALL STUB SCHEDULE THIS SHEET FOR STUD ,`q� SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Q W _ C CS18 PLIES. r/ - STRUCTURAL BRACKET 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATH CONT. THRU SEE DETAIL 12 SO.2 I � / SHEATHING SPECIFICATIONS. co LOW ROOF TO 1ST (2 PLACES) l I LEVEL BOTTOM PLATE. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE SHEATH CONT. THRU I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Q LOW ROOF TO 1ST I I TOGETHER PER DETAIL 6/S0.0 LEVEL BOTTOM PLATE. i I CS18 t ' 4. INSTALL SOLE PLATE ANCHORS PER DETAIL L.LI 3/S0.0 O PROVIDE MIN. N Z (2)INTERMEDIATE \ I � 5. AT SHEARWALLS, PROVIDE DIAPHRAGM O 00 JACK STUDS. ATTACHMENT PER DETAIL 5/S0.1 C14 04 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT N ` TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING AND HOLD DOWNS O O POST, SEE j HANDRAIL CS18 I i CS18 PLAN BY OTHERS I I CS18 STRAPPING DETAIL ;I I ao 00 00 00 00 CS18 STRAP w/ 10" I U U U U U U END LENGTH. FASTEN THIS END w/ 9-10d. AT R PR FIN�G I ; CS18 W Y UILD I C i N (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 (2)2X6-1/1 WALL FRAMING (2)2x SPF#2 I i 0 POST. STRAP TO SET POST DIRECTLY i ON BEAM BELOW, f F TE BELOW w/ CS18. \-NO NAILS SECOND STRAP W 2-CBIS CKI I N CLEAR SPAN / FLOOR SHEATHING FLOOR FLOOR TO J IS &2- 8 TRUSSES _i61 OR JOIST. - ff FLOOR FRAMING TRUSS I� WALL FRAMING o PLAN SECOND FLOOR FRAMING PLAN CS,B STRAP w/ ,°" a END LENGTH. FASTEN '71 1 1 " DO NOT SCALE DIMENSIONS FROM HESE__ SCALE: 1/4" = 1 -0 THIS END w/ 9-10d. F A DIMENSION 6 TRUSS OSB PANEL T ARCHITECTURAL UNCLEAR REFER TO THE URALDRAWINGS OR FT01 BLOCKING BETWEEN SDWC15600 CONTACT THE EOR. 2x12 RIPPED TO FIT. FACE NAILPLAN NAME PT HEADER, TO POST w/ (6)10d. FASTEN TRUSSES JULINGTON - COASTAL SEE PLAN TO EA TRUSS CHORD EA END WALL FRAMING '. DESIGN/DRAWN/CHECKED w/ (3)10d TOE NAILS. • CS LAP DATE i TRUSS TO BEAM 02.28.17 w/ SDWC15600 SCALE AS NOTED LPA No. POST, SEE _/ TOIL-17-00176 PLAN CONTROL No. 5255 SHEET 1 PORCH SECTION p� ^n�/ SCALE: 3/4" = 1'-O" OE COPY S13 S1.3 SHEET 8 OF 9 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and Associates, Inc. TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES R f Truss Connector List TRUSS nuf Product Qty FASTENING DETAILS 420 BeacOsch, Florida32e 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING THD26 7 Jax. Beach, Flrida 41-95 WITH 2-12D TOENA'LS & 1 —SIMPSON SDWC15600 U P Ph.242-0908 Fax. 241-9557 � FL:CA#8344 Sc:cA#3579 SCREW UNLESS OTHERWISE NOTED RAFTER TAILS $ SEE DETAIL 8/SO.2 SO.2 ERfool M " MOMS= : N 1 6 ;2 v o 0 0 F- t– ~ W W LU "o sT F F G STUD DIRECTLY TOP PLATE TO �•.rr�ONAL E ►�"� HTS16 BELOW TRUSS HTS16 SDWC15600 STUD SDWC15600 Christopher J Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATENJ RAFTER TAILS RAFTER TAILS SEE DETAIL 8/SO.2 SEE DETAIL 8/S0.2 Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)T 8 8 10, p S0.2 S0.2 30' FIELD ALTERA`f10N CONTRACTOR SHALL CONTACT LOU LBE'LOW B DIRECTLY PONTIGO a ASSOCIATES PRIOR TO TRUSS MODIFICATIONS MAKING ANY WHICH MAY VARY J2"MOX FROM THE INTENT OF THE ORIGINAL CONSTRUCTIONCUMENTS ANY FIELD ALERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 I ADDITIONAL ENGINEERING OR 2 IN5PECTION FEES. SO.2 SO.1 o e: 11. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. (Z)HTS16 2. Reference detail 4 for installation instructions. (Z)HTS16 N N N N N N SIMPSON SDWC INSTALLATION RANGE = _ _ _ _ RAFTER TAILS SEE DETAIL 8/S0.2 .� h Vol W 2 _—_ VO4 S0.1 M W I� L1J PORCH CEILING SHEATHING WU Ejubs AT BOTTOM CHORD OF = z AFTER TAILS TRUSS SEE 2/S0.1. SEED TAIL 8/SO.2 :: I� � < 8 ^ S0.2ili,_ STUD NOT DIRECTO L L.L HTS16 BELOW TRUSS _ SDWC15600 No e: Reference detail 2a for installation angle limit r/ Uj KXXX SDWC INSTALLATION �-- 8tziuo 2x6 EXPOSED RAFTERS @ 24 O.C. S0.2 FASTEN TO TRUSS TOP CHORD W/ Q Q Rafter to Top Plate shown hJUb V06 A34 ANGLE. FAS N TO BEARING (Truss to Top Plate similar) 1 1 1 EJ w/ SDWC15600 S REW. O O W 07 F EJ R`OxJISTUD NOT DIRECTL M 8 W BELOW TRUSS S a E Jtiub S0.2 G Do not install SDWC in LJUbi ® hatched area O O IEJ V i SDWC15600 1 EJ 2 141 T46H TS16 I Overhang 1"1/2" MIN ap 00 a0 2 MAX O ch M Lr) et SDWC INSTALLATION RANGE RAFTER TAILS HTS16 _ 8 SEE DETAIL 8/SO.2 ROOF TRUSS SO.2 PLACEMENT Rafter or Truss V" minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate splice) x DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS THE ROOF TRUSS PLACEMENT PLAN ARCHITECTURAL UNCLEAR AL DR TO NGS ARCHITECTURAL DRAWINGS OR X' from top plate, w CONTACT THE EOR. SCALE, 1/4" = 1'-0" splice Offset for full values STUD NOT DIRECTL BELOW TRUSS PLAN NAME XLINGTON — COASTAL DESIGN/DRAWN/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE oSCAL 7 SCALE AS NOTED LPA No. TOLL-17-00176 CONTROL No. 5255 SHEET OFFICE COPY SIA SHEET 9 OF 9 DRAWNG COM WrrH THE A"WAEIE NMM 6WDM OODE DI ERECT AS OF DAZE OF CEWiMTM NOW. Ci February 14,2017 O U CU 5 � O F FL J11Lr1 ,, 1NG1rC0N 0- y 1 Got? o 1 , , R 967ED . z � O z ZOvan G. Drummond,AIA O — w AR 96399 CLU 12 �--- Manuel Gonzalez,AIA � ow.. W_ AR 96730 W Z m Sang- e, PE ` oro ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS 72328 00 o z COASTAL ELEVATION ■ N Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. eq J WCn M w ~ o C1 COVER SHEET - Index of Drawings J W w o F- ___ DRAWING # ___ DRAWING # 0 # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD GN1 GENERAL NOTES M z = FRT. FRONT PWD. POWDER FIRST FLOOR 2745 9 Q � & ANDFOUa J � w � z = EQUAL FT. FEET PLW. PLYWOOD _ _ _ SECOND FLOOR 1044 DATION PLANo a o > @ AT FTG. FOOTING DETAIL# DETAIL# A1.82 FOUNDATION PLAN U w I o o ,� o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # / --- DRAWING # A1.i� FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS ."�''i ■ �' o S TOTAL LIVING AREA 3789 LU � o ABV. ABOVE RA RETURN AIR a UJ = zo ADJ. ADJUSTABLE GAL GALLON RAD. RADIUSmaffCEILING HEIGHT CHANGE �1 FLOOR PLAN ■ ■ A2.82 FIRST FLOOR PLAN W 3 o A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR = Z COVERED ENTRY 112 � n- O � � ¢ A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE ® SPANISH TILE A3.82 SECOND FLOOR PLAN J o 014 W a Uj o Cn GROUND FAULT COVERED LANAI 1 350 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS w o Uj C O AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER ® SHAKE S1D`TN� ..� INTERRUPTER ( ) 672 a z A w - GARAGE(S) � o � CL cn ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING �' J w W z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED % ® BALCONY 102 A5.82 FRONT &SIDE ELEVATIONS = o F- ¢ R & SH ROD & SHELF FRAME BEARING WALL ® BRICK A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN o � o ,LU Z ¢ B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 5025 A5.2.%- EXTERIOR ELEVATION DETAILS ■ ■ = BD. BOARD HB HOSE BIBB INTERIOR WALL STUCCO FINISH W HD. HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) 0SUILDIRG SECTIONS F- B.F.F. BELOW FINISHED FLOOR / LU BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE t A7,8,2 BUILDING SECTIONS � ® CMU MASONRY WALL � EARTH o � m BR. BRICK HORIZ. HORIZONTAL SRT. SHEET �„ - ,Cn V e = o zo BKFST. BREAKFAST SH. SHELF ® GABLE END WALL INSULATION "' ROWER M1.82 FIRST FLOOR DIFFUSER LAYOUT a � o- INSUL INSULATION SHWR. S - DECORATIVE STONE --- � � � °U') � o O cn ® FRAMED KNEEWALL z CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.82 SECOND FLOOR DIFUSSER LAYOUT N LU C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS.. ° SPECIFICATIONS 0 DROPPED SOFFIT PRE-CAST LINTEL/ HEADER _ ' ' � � w Vim t w z o CL CENTER LINE S.P.F. SPRUCE PINE FIR pC ED ; Uj CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT DESIGN CRITERIA E1` FIRST FLOOR ELECTRICAL LAYOUTco i W Cn " = W U_ CMU CONCRETE MASONRY UNIT STD STANDARD E2.8c SECOND FLOOR ELECTRICAL LAYOUT 0 ~' a C.O. CLEAN OUT L LONG STL; STEEL Q m ¢ J COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOG - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 A RD NOTES & DETAILS D3` ' STANDARD NOTES & DETAILS CI) ' ' o ¢ COMP. COMPRESSOR LDRY LAUNDRY SECOND FLOOR - FRAME BUILDING TYPE: V - B O � Z F- oNC. CONCRETE LIN LINEN T TOP w DD78 s STANDARD NOTES & DETAILS Q B T&6 TONGUE &GROOVE CATEGORY: II STANDARD NOTES & DETAILS O COto J O Cn C CONT. CONTINUOUS LT LAUNDRY TU RISK CATEGO o TEMP.. TEMPERED ' Z �} z LU DB. DOOR BELL M.B. MASTER BATH TRK. THICK DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 Q O Z Q Q 0 w DBL. DOUBLE MAX MAXIMUM T.O. ' TOP OF 5TH EDITION (2014) HO6SE ELEVATION ABBREVIATIONS ; O _ ABBR. FULL NAME ELEV. CODE LU, J a O DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION (201 ) RESIDENTIAL ULTIMATE DESIGN WIND SPEED — 130 MPH _ U '-'-' m DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MAN. MANOR 03 U w Z DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION (201 ) MECHANICAL NOMINAL DESIGN WIND SPEED 101 MPH wIL. WILLIAMSBURG 07 C[ ov, oco z z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION (201 ) PLUMBING EXPOSURE: B PRO. PROVINCIAL 08 W m J U DIM. DIMENSION MIRR. MIRRORENERGY m CHA. CHATEAU 09 o o o DN DOWN MLDG. MOLDING UC UNDER COUNTER +.18/-.18 VIE. VER, VERSAILLES 10 U cc Z = o w UNLESS NOTED CONSERVATION PRESSURE COEF.. CLA. CLASSIC 18 Cn w cn DR. DOOR M.P.H. MILES PER HOUR U.N.O. = N N o Cn ¢ = OTHERWISE F.B.C. 5TH EDITION (2014 FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR MED. MEDITERRANEAN 19 �. w w o M DS. DOWNSPOUT MT METAL THRESHOLD PLAN FOR ACTUAL PRESSURES: X /TV. TRA. TRADITIONAL 20 ? �? a- w m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.B.C. 5TH EDITION (2014) ACCESSIBILITY COU. COUNTRY MANOR 21 Y _ O > z DW DISHWASHER _ N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CO E 2011 NFPA 70 FEMA RULES & REGULATIONS HER. HERITAGE 22 E— LU Cn w 00 DWG. DRAWING V.T.R. VENT THROUGH ROOF ( ) CMN. x CIMMARON 28 �C ' = N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADSUj iz z C:I-- O.A. OVERALL MSN. MISSION 30 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CFT. CRAFTSMAN 31 Ujc > U') COwLU o z E EGRESS O.C. ON CENTER W ; WIDE SCL. SPANISH COLONIAL 32 O F_ Z � �_ E.E. EACH END O.H. OVERHEAD W/` WITH AND SEALED OR WHILE CURRENT CODE IS VALID "' E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX m z 33 IM ¢ > o EL. ELEVATION OPNG. OPENING WD. WOOD 0 t- Cn ¢ o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BRO... BROUGHAM 39 O _ REN. 1 RENAISSANCE 40 LU C a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 � w w ¢ z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TUS. TUSCAN 44 CL o o POUNDS PER SQUARE CLS. CALAIS 46 = coo U) z EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH 0 o Z M EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W; F. WELDED WIRE FABRIC ITV. ITALIAN VILLA 58 CM = FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 CRB. F CARIBBEAN 81 N =:) = FLR. IFLOOR P.R. POWDER ROOM CST. i COASTAL 82 C/) LU z o w o FND. FOUNDATION P.T. PRESSURE TREATED LO LU Cn Z z0MCn Z /0 ZV/ a F-- Cn O Q -' co /./ 1 4.L- 3 LU � ZA M > 4 ED W w Z O VLU LU O W w ui� UO Z �_ W �� W com _ � fir/ LUt� -0 w ozmvOLU QV � � > m JZJFl— V Z __j O O Lj- a c,) �_ 0 SERIAL NUMBER 1014.0 TOTHEBBTOFWMWUEK7KDBMW2CrMON7HIS DRAWING crow WIN THE IIFFIKA&f WMAN P=M CODE IN 9ffa AS OF DTE OF COMFICATION BELOW. a February 14,2017 L v rB A7.82 96"X48"X4" CONC. PAD 3 ABOVE, A e GRADE. ,' Got7 a 77'-0" F- 75'-0" M____________�_________- O 2-0" I ag R 967LU 28'-8" I o `. t I I I Eta P' 0 o GAS LINE TO TANKLESS WATER HEATER "' HB Z Z N I =� ¢ � _ ----� L-------------------- L___ --,-_j -_ L- - - --- --I -- --F� I o - Ovan G. Drummond, 96399d,AIA z � % LU W _ __ i i __, N o Manuel Gonzalez,AIA = w O N i i i i i i -- - I - -1/ " _� c'r) AR 96730 Sang-Yub Lee, PE 0- _� O LU m i--- i i i I ___ ---- �� i co " WATER 72328 In – p I I I I __-- _-- -TJj 1/2 -4" SOFTENER LU o ; ; ; -- ---- ---- - -- --- / LOOP00 0 Z I I I I I 7'-73 " ( �O ■ M h � IJI.I = ¢ 20'-8" I I I I O ------r- --_ I ^ N M � 0. r _ Q W w 0 0 w LJ rn I V- »r J ~ w ¢ Z o 29'-8" 3'-4" /15-01 1'-6" 15'-11" 21'-4"0c ap 00 g LU 00 W 20'-10" 6'_6W 17 w - z I I I 6" PLUMBIN W 2 = _ ■ co N o w o ; ; _N WALL Q TYP. o O `"' $ w O F= , i auwaa 1B"11HTHEAFKY. lENEGI IRRIM CODE IN EFFECT AS OF DATE OF CE MWATM MM. February 14,2017 tom. cu •Q F�� .5. i 0 $ t a r r m ' ' 967 .' rG ZO z z Ovan G. Drummond,AIA Q ccf) AR 96399 0 w Manuel Gonzalez,AIA w 12 AR 96730 LU O Sang-Yub Lee, PE z m 72328 0 w J ■ �pr000 uicq co ■ N M i W Z Q W v w ui Q J J m CIS S W F— O0 J ~ w o0w Q ~ 0 Qo ~ z U Lu o cn ■ C4 z o $ ui w w 0 Q _ ■ ■ co z w = p a. O O � Uj W Z r% A UOQ [��' o Q 2 ULjcr- jQ Q v LU � a0 = 0 O LU 2 Qce a ■ O e � C) ■ N Q s 0 cel LL_ LL a U_ l m O � i m � 0 r w �0z ! `D45 va vN ¢ opmLU o LU QMw - Uj � O cS � m rn ? p i C60 cn LU W z w Z > *� f L u Q :E z Uj m0 J MLU O J 0 cn 00 � Z Q WEU jJ uta a a i U U 7) = oma Q F- LU z CO LU Q cj) 0 z mM_j M � LU C�l Z = cwn FRONT WALL OF GA E ~ O _ J w z Z U O r U PROVIDE 1 1/2" D x 5" W Y _ } . Q a w m RECESS AT GARAGE R w W.W.M. PLACED IN UPPER �--- ; ' o O > z 1/3 OF SLAB OR FIBERMESH Qco z o LU O RECESS REINF. PER PLAN - � w oz PROVIDE 4 1/2" D x 8" W " z IN SLAB - C-) LLa M U cn SLAB RECE 1 1/ Q 1/8" (M#N.) SAWCUT x 1/4 OF I wz 1/ a SLAB T CKNESS SEE ogwZ z w o BRICK PAVE GAR. FOUNDA ON PLAN FOR LOCATION >- C o FIN. F R. GARAGE °° a o ° DOOR O CD Q j Vd:v $LAB a M ' �-- cn Q M w I _ z = RECESS _ cf)LU - WALL PER I I I � ( � f I cn w w Q COz I_�I I=I I L n � v�cmn � -� II . . = PLA 5 w _ ui0 o m = m mWCUT JOINTS PER PLAN. JOINTS HALL BE CUT 4 CD 0 P w TO 12 HOURS AFTER CONCRETE HAS` EEN FINISHED, 06 v � w AS CONCRETE ALLOWS WITHOUT RA LING LO V) Z0 „U., o d- J M o Z U_ PLAN VIEW p a � cnoUj W o SECTION GAR. DOOR 1 SAW CUT DETAIL '� z cn c w > 1• SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0' LU woQ wLU w w z ,L (n O 0 � � 0 Z � c°n � w z � Lij �O � Z 6PL cc ) 0 £P zCD c6 uj LU = Zz ww � M Z �_. w Mpscn = LLJ w m U) �n '- O 3 0 � UWw V LL U) 2! M m SERIAL NUMBER 1014.0 .j00U_ Q U I— 0 'f0rA9i'dR W rE D DRAWIN aoWM WITH TIE AP"JCABIE MOM MUM CODE IN EfW AS OF DATE OF CBlrMMI N WM. ci February 14,2017 O U cc Q A/C ENCLOSURE i Gon ,q og SEE DETAIL 10 ON f'G , SHEET A5.2.82 t r 77'-0" R %7 0 2'-0" 75'-011 � D N�0�� z w I TEMPERED GLASS SHOWER A/C COMP #1 A/C COMP # 0 o m ENCLOSURE BOTT. @ FI M '-10 91.411 7.61 7-0"¢ o 3'-8" 95 -2 '- Ovan G. Drummond,AIA co w CQ a DW= i I I i GAS TANKLESS I I LINE OABOVE Manuel GonzaAR lez,AIA 0 LU co WATHER HEATED © I O © I HB AR 96730 O = 0 0 0 Sang-Yub Lee, PE Ca .....:•:.:::.::.::.:::::.:.:::.::::::::..:. :•:.::.. :..:::::::::::::.::.:.::•:::::: ::::::.:::.::::•::............:::::.-::::::::: LL WATER -- --- o ■ 0 11J ~ I SOFTENER I 1 i 00 CL o N '>> N o I 1 ' "' cn ■ 00 M .... _1 1 11 ----------------- :}: I a SII O z LOOP I w i m f-- o �t I 38-6 ( I- Q ,.,., w o I co 1 co ' i , J 0 O = MASTER 1_ -1 I TANDEM I 11 11 A M = O I 10 � FLOOR. MATER114 B r 1 10'-0" CLG. _ I 22 X54 , o Q ■ o - 4'-0" I BEDROOM 110'-0" ® TRANSITION I 1 o I ATTIC ; I s o Uj N = 101-0" TO 101-811 MASTER A H _ RECESSED SHOWE 1 � 1 AccEss >: U ■ CO N ■ o > z - �"� COFFER CLG. I 1 11 o NICHE, PM TO FIEL 1 I m I ; ,'�""� ci s 8 w o o M 6" 1 1 13 10'-0" CLG. I 6" VERIFY SIZE AND I I 11 11 Q � a U) o m o _ © I 18'-2" 1 3'-8" 7'-4" 3'-4" 5'- LOCATION 16'-8" 21'-4" ( I I - `• ■ ■ L = o r o ' EAT I I 1 1 1 1 O i V 1 1 V4i• 36• v42• SHOWERS 1 M ECH . I 1 1 1 i i I o o J o O CD 18 A.F.F. _ , I o a w o ¢ M B i i ® KIS io 110ILIIJ '-0" CLG. I L J N o Z co 1 --- 12 CAR Q J a W a I 1 R & SH R & SH i A.H.U. 1 1 Qi iO i � __j d W z - I - - - - - 5 - - - -- - I I LN RY 1 GARAGE �� - _ ¢ °' 1 0 22" X 34" O = RYE i01-011 LG. 1 101.011 CLG. O _ 0 M I I 7 ATTIC ACCESS I= LL _PAC 6 ;� I I I ; a ■ p LOw O L-- -- - J 4'-10" 1 j� _x �j 16'-0" 'i` I ; ' ER 71_8n 1 611 I 20'-10" Z I C4 ■ I _ - I� I � co I� -- I Lill,O _ coWICn II I =-„^^ 6V!O 0 6MlL N1 11- 0 -0 CLG11 W ........ .......... io J r I 1� o a m = BL. R & SH r 7 4 1 ------------------ ' cf I v N 1 - - ILT. 3 1 I - 0 � LU 0 M o '- ” �� 3'-6" $" 3'-0"O w _ I LINE OF 2ND FLOOR ; o C) M 1 FLUSH TILE I 7 8 1 ¢ -54 _ -- -- :::. �� G S LIN EF M Z5 cn HEARTH 1 ABOVE. '> 1 N n n n 1 00 _ g 10 X10 AIR % , w H E UE AREA A IL,z Q -- - ¢ ` O 1 _ - W w r U_ I JUMPER DROP_ SLOPED % R ui C-) m o 1 PRE-PLUMB FOR CABINETS co ZONE 10�6" LG. I a C/) o Z¢ BARBEQUE AREA 1 3'-6" 4'-$" 2' 1 2" 3'-9" 2'-1r2" ABOVE N CLG. O_ I O cr, I I I I I I I I � I I , N Q I = w LL_ 1 611 DESIGNER 1 l i i 41 I I o °- ' COVERED 9 1 FIREPLACES BMIT ' OAK - _ - © _ z > I O I STAIRS i L PED aG41 I I I 3.M , MANUF. SPECS FOR TM M ¢ PER GRADE LANAI I INSTALLATIO AND I I I I I - - - — = i ;.�L c Z J 0 ¢ 1 11 I= -------- i73--o- o ROOF ABOVE r Q w _ I 10 -0 .CLG. I U.L. LISTINGS ECS. rn I ;•;:• r I I Ll f ' _ _1 --------- � I 1 tl 1 n 11 1-4-ti 1C13 M N o. I I 0'_7" - I 5-0 4-4 -4 I �- �- Q ::. 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ROUGH ' Iii I ; - - -+ UJI 9.- w z a ---- t LU rr ; ZE W CO -- ' " DBL. , 1 n 1 n I _ 'r i cn o z LU 0 - - - - - — TYP 15'-$"( ;----- -- ----- _ -- 6-4 -10 2-9 2-7 N C) Z _ PININC- - --- ----- PANT 14 7 BEDROOM 2 =_____ , O CM 1 , �- ---- -- 1=-----B,B• STUDY _ O - O - o ca a _ ! �° ch 10'-0" CL _ oo O I �? o LID w O M B I ROO M 1 co M o I - 10'-0" CLG. v3o• 101_011 CLG. A - -�- M O _ , Li v O 1 " 1 10—$ n s2,• B2, DW N _ co - — 1p-0 TO 10'-8 41- ,- --- ---- I 1 in z z = z c� - - - - I - -- ---DBL. SINK --- I N Ir- LU COFFER CLG. O C) ---__ A m 05 � ¢ r - I = I W/ DI 'P. 5 0 ch wW = Z "' 1 1 �, GOURMET r 6" O I }_ w cn cn cc/) M O I 11'-$" I co 20'-4 KITC H E 4'-10" 12'-4" 312" 5'-4" 111-411 - 0 0 - - - - - 6" - GAS C00 OP o - --- I Z �— WIC o = moo - - - -- Gsl 101.011 CLG. _ _ _N N M LU co _ _ _ _ _ - - — c.� . 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Z w = U_ 0 a SHUTTER z o z c i O HB `o ,O i I PRC$JECTION � zoz 1 11 I I n 0 ABV i o u z o 2'-6" 6'-10" 34-4 I 17-4 ¢ ccnn 5'-0" 70'-0" I cnz ¢ LU > LU o �LU c:j z 75'-0" t7 �, W w B01- LU 0 R w A7.82 z � M: - z °C CN cC6 0 O z ~ Z Z C� _ � m CO' LL M FIRST FLOOR PLANUj co ADDITIONAL NOTES SCHEDULES & DETAILScf) LU � F-- W " _ 11 COASTAL w w � LOU m w SCALE: 1/4 1 -0 � CAN BE FOUND ON THE AM SHEET. Imo- OZ U 1014.0 0 o SERIAL NUMBER DRAWING WITH TME ARMARE MMM MINING CODE IN ERECT AS OF DATE OF CARMTMN OHM. February 14,2017 O OF U �C� N G o t?,,, ^^L rB 371.611 1..V A7.82 23'-6" 141.011 R 96 81.311 15'-311 1-011 13'-0" ' . qp� Q 41.811 2'-11%11 2'-111 71.011 61.011 � �4ED A z LL. I — O I z z I I I I 61.211 10 Ovan G. Drummond,AIA 2E C/) I I I AR 96399 O = I i I Manuel Gonzalez,AIA =w Uj 0 O M I O AR 96730 a , - - -YubLee, PE Sang z - - - - - - - - :::::::::::;:•;;::::;;:::: >: 72328 °, . 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LAT SOFFIT = I''.•..L•I N U co w oCO 22"1ATTIC � :.:.; E--�_ I , ACCESSo w = N = ow - ::,.............. z L7 COo rn cn w I - w wCD CN M _ � w -1 0 J T-611 1 w > Z I I 11 �� 1'-5" 11 ~ W Z I I BE '' 4 10 11-311 , .� R. OLU w z I ? -O MGM. I_8 1_61111_411 31_011 O" I � 4- TPL CO CD 50 10 1141 _ B (, OM 3LU oIROOF I ZD IG. , , -�} ' _ �0 LG. Z BELOW I v30• v3w o LO V-- M <a w O I ` , LU > U Z Z = I I 611 _ - Uw, J cn I I 121.411 131.011 g, a ao = 0 v' 10 Ln � _ 10 Q�Q co z I O c zt co O z OLW LU i I --- �/ u, cc u, ,-1 o = o I Ln m LU LLJ I �, O '.. O Q 2 U C/7 H z � = � I B O B I I I z a0 ;Z z 2'-8" 12'-6" 6'-911 12'-9" ,- rno z — wo � Z CN wo w L- w B LJ.J 0 v w A7.82 0p ■ ¢ w � � z 0 � vj�— ZO Q � LL c� 'ri m %-.m < ' Z c� opr'Z = U SECOND FLOOR PLA _ LU U) 0 � ,w LU COASTAL C,� � � o Z m Uj SCALE: 1/4" = 1'-0" _ --1 O 0 U- U �- o SERIAL NUMBER 1014.0 -TUM M7 OF W WOMM 7NE OEM MPMW ON TM Q WINDOW TAG WINDOW SCHEDULE CST Q—DOOR TAG DOOR SCHEDULE b ryi ° 0 (�;EWINDOW CALL OUT 00 CALL-OUT 0 R.O. TYPE SIZE REMARKS TYPE SIZE REMARKS F FLO a A SINGLE HUNG 3060 36 1/211" X 72 1/211" EGRESS/ LOW - E / VINYL 1 THERMA TRU INSUL. ENTRY DOOR 31-011 X 81-011 1;0 11" W/ (2) 1211 SIDELITES/TEMPERED f � c� I GoI7 f> B SINGLE HUNG 3052 36 1/2 E / VINYL 2 O.H. METAL GARAGE DOOR 161 011 X 8'-0" DESIGNER t m C SINGLE HUNG 18310 20 1/2" X 46 1/2" LOW - E / VINYL 3 28 DOOR 21-811 X80 81-011 SELF CLOSING.SOLID NOT LESS THAN 1318" ' 4 d D NOT USED THICK OR 20 - MINUTE FIRE - R T 967 A.' 4 HOLLOW CORE DOOR 2'-4" X 8'-011 E FIXED GLASS 4052 48 1/2" X 62 1/2" LOW - E / VINYL 01 z u- F SINGLE HUNG 3052 (2) 36 1/2" "X 62 1/2EGRESS/ LOW - E / VINYL 5 HOLLOW CORE DOOR 2'-6" X 8'-011 ED ARO 0 G FIXED GLASS 2816 32 1/2" X 18 1/2" LOW - E / VINYL /TEMP 6 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" _ - co cn 7 HOLLOW CORE DOOR 2'-8" X 8'-0" Ovan G. Drummond,AIA w = H SINGLE HUNG 2052 24 1/2" X 62 1/2" LOW - E/ VINYL96399 mo w ~ I NOT USED 8 NOT USED l G male Manuel Gonzalez,AIA o n- W 9 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" EXTERIOR/TEMPERED AR 96730 of z M I SINGLE HUNG 2030 24 1/2" X 36 1/2" LOW - E / VINYL Sang-Yub Lee, PE o r � 10 HOLLOW CORE DOOR 2'-4" X 6'-8" 72328 w o K NOT USED 11 HOLLOW CORE DOOR 2'-6" X 6'-8" ■ 00 o z M SINGLE HUNG 2652 30 1/2" X 62 1/2" LOW - E/ VINYL ■ M J Lu m 12 HOLLOW CORE DOOR (2) 2'-6" X 6'-8" ¢ w w LU O1 11 1 11 J ■ M ) 13 HOLLOW CORE POCKET DOOR 21-811 X 81-011 _J J $ Z 14 SHOWER BI-PASS GLASS DOOR 5'-0" X 6'-8" TEMPERED a �- � a � Lu � 0 15 FRENCH DOOR cy) (2) 2-8" X 6'-8" j w $ o 00 0 co w 0 16 HOLLOW CORE DOOR 2'-8" X 6'-8" `LS ■ o $ w0 �- G" H 0 Q ■ ■ r7 w ¢CO z INSULATION SCHEDULE z W = O Lu UJ Z LOCATION TYPE R-VALUE U.N.O. aPMO VOQ + , W Z V1 A Q_ z CEILING @ LIVING AREA FIBERGLASS 38 a a 0 EXTERIOR WD. FRAME WA LSFIBERGLASS 19CL �p J W z w I WALLS TO LIVING AREA FIBERGLASS 11 – :3= < Ma p�, o 0 0 PRE-ENGENERED FLOOR TRUSSES ■ C It Z a DESIGNED BY TRUSS MANUFACTURER ■ N O_ o F' 11 .... � I °�- o ; o v, *1$ RISERS @ 7 5/8 cn 16 TREADS = 10" w/ 1" NOSING 1 i STAIR RAILING AND ' ; ' cn p0cn 1LANDINGLU FJ3 ,U a *ACTUAL STAIR RISERS TO BE VERIFIED I GUARD RAILING NOTE 1LU C-) M m BY CONTRACTOR IN THE FIELD 1/2 PLYWD. o 0 — z z WOOD NAILER - STAIR RAILING AND STAIR GUARD RAILING T co wSECOND a OL FLOOR HALL SHALL BE CONSTRUCTED TO WITHSTAND A LU U_ 11 -4 3/4 _ _ __._ 2x WD. TREADS O w (NOMINAL) CONCENTRATED LOAD OF 200 POUNDS APPLIED Q z > _ AT ANY POINT ALONG THE RAIL IN ANY U) J J coTYPICAL 2x12 P.T. DIRECTION. IT MUST ALSO WITHSTAND A ,E M a J r,_ .,: : ,+ i Z 0 0 = -N HEADER UNIFORM LOAD, NOT CONCURRENTLY WITH THE Q , ; � 0 J "' CONCENTRATED LOAD, OF 50 POUNDS PER m 0 n 1"NOSING TYP. ' Q 0 0 n LINEAR FOOT APPLIED ALONG THE RAIL IN ANY ( Z 1— v o %0 DIRECTION. 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OPENIG DETAILUj w p Z SCALE: 1/4"=1-0" ALL SCALE: 1/4"=1'-0" INTERIOR LU Z w w LU o A3.NCD LU mz oQLUo O CD w > z ;Z LU0 Enu U5 J cn a-M cewZw O in — M W o = � oN p < =:) 0 I ca oLLUj- � � ;C zw = 0 V_ LLJ z0Zof � r a � cnO0 W z - Z w o QOZ ¢ U F- w > W o >' U MW � Q E" w zwfz0 W 0 � � � w 'Z � J v�= Zco z z Q z J C6m co < w w E_ LLJof v�F- ~O ® �0 LJ_Jm u� wmw V � jJ Uj ll Z J U LL ]0:1 0 0 L LKU I- OSEPTAL C.IIv1SER 14.0 ORRMWLEMINDEMWEMONTHS DRAWN OMM wmi7HEAMUCW NUMN P&DING co06 M 9W AS OF DAR OF MMMM 690". Li ELEVATION NOTES February 14,2017 o PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM � EQUAL AT ALL EXTERIOR � FOAM FACTORY INC. OR Q 5 3 2 t DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 5 .2.82 5.2.8 5.2.8 r , co OTHERWISE a FOAM APPLICATIONS FINISHES SHALL BE ACCORDING CONTRACT(TYP) 1 2. TO EACH ELEVATION " e a v R 967 "CORAL-LIGHT" OR EQUAL PRE-FINISHED 9 - i` ' O - ................ ............... 3, FOAM APPLICATIONS SHALL BE INSTALLED AS PER r 5.2.8 ............. ..... ---- __ _ _..--......... � ' MANUFACTURER SPECS. U.N.O. ...........................................-....... ........................................_ ED A PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE T.O.PLATE ----------------------------,__ _ - - '__------ ----- - - - - - - - - - - - - - - z o 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND - - - - - - - - - o z z INSTALLED AS PER MANUFACTURER SPECS. I ovan I __ t : - ,t.; ...., ;� ..�. -- _ `� cn TRIM WORK FINISHES SHALL WRAP ALL OPENINGS "� .�" 1" j TT ► I t ... 1" . .. ...... _ _ .... � �11 �;�.....�: � ." .�� .... � � ..L'......_l..< , . :...._�._...� ; � ' � �1 _��.: ..<� ! }..... AR 96399 -41 o w 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE TY I I f I I .."... " Manuel Gonzalez,AIA cwn w o OPENING 2 , I ; I ,`.0 ._ ... ... 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TO VERIFY I LT SHINGLE ROOFING MIR cn ZZ MM __j 0 M III I I SES �L NUMBER 1014.0 =i 0 0 U-0 1 < L � I DRAWING O"LIES WITH 7W MRXW NININIAN URLDING CL CM IN ffWt AS OF DAM OF CIMIFKATIN RLDW. 0 L_ 2X6 SUBFASCIA February 14,2017 -1 2X4 OUTLOOKER / cu C) ROOF PER CONT T 04 OF FLO,�,1� METAL D 2X4 LEDGER ca. 2t Gon 1 CL cn C) 1X4 TRI TRUSS OUTj LOUVER ' 1 TO I OF PLATE c*4 R 967 LOUVE BY ENGI EER SIZE TO MATCH A. -0 OPENING SIZE TO MATCH OA ER G , .: M UL OPENING D . ....... ...... ED _ 0 ................ 0 .......... cl) 1" MULLION () Or- ;M .=_ ____j= I cy) 0 LU (TYP.) Ovan G. Drummond,AIA = AR 96399 LU U-j U) LLj 0 0 30o Manuel Gonzalez,AIA bo CL AR 96730 0 3 1/2" STILES ANDSang-Yub Lee, PE <r MULLIONSLO3 8 Uj 0 (TYP.) 1X6 BASE ■ Uj cv)0 WIQUARTER00__jLU ------ lX6 BASE �tcoLU 3" B0170M ROUNDW/QUARTERss 00 <0 RAILROUNDY2" DI .......jJ _jREFER TOM 0 LUC�ROD DETAIL 5 ON< FIN. 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SMEATHINGL DECKca w a C] 0 DURADECK WATERPROOF ` U W > 11 W p i Z c=n DECK MEMBRANE- c N N 3 W C> c!� -� l .... ... 1 Y i i FL#12407.1 Z ! �> C f i € t . l M s w ( f CA >-FE 36" HIGH RAILING � ISI �/ I 4 Li. < - J �ca "�� PRE-ENGINEEREDLU z C OR FLASHING O _ I JEERED I � I OLL - ' - TRUSSES DESIGNED BYa - - AT POST, SEAL AT c� zUj vcn ; W T S U R TOP OF FLASHING S I o w �, SEE SHEET A3.N FOR _ _i ILU W w o INSULATION SCHEDULE Y� . jj , -' COFFER CLG. �. 2ND FIN. FLR. I I f' t 1Y f2 Y}YZY YY r'ikY f: -------- 48 ' z w .. ........ ....... .... _...._I COLD FRAMED , O k SZ S;Y r�fltl ffti f�' }f}fY fk tk f}fti rZ:'X f Ytii 17 v mU. Z I� < : .,-'" .,: t,. �, �`�.I_. METAL DRIP EDGE O . FLOOR TRUSSES- p aC Oa. - I I f-2X8 FLOOR �r_ SEE FRAMING PLAN � o 1x10 TRIM . _ O GISTS cn (DJ ¢ W (D J Z = (3) 2x12 BEAM I . "' GOURMET KITCHEN it LOUVERS 2X CONT. WOOD LEDGER t cG LU O { LU o o I AT BALCONY, ATTACH PER cc w _z W ® ® l i 0 P I P N' STRUCTURAL PLAN - 3 pIrl / a a i ALLFASTENER w i I I i PENETRATIONS TO BE ('V ,I I, I SEALED AND CAPPED O .- w u�u i �.f') Ly o w to i G�u�u I CEILING FINISH I wO i LJ igii i - ; PER SPEC., U.N.O. oc i ulu I ... CONTINUOUS METAL PAN Z w #2 SYP. 2X JOISTS- SEE FLASHING OVER SUBSTRATE Z O i igii i . ; I T� AT THRESHOLD. APPLY i DURADECK WATERPROOFING � � cn p i iiiii i � I STRUCTURAL PLAAJ. RILED I TO ALLOW FOR SLOPE ' z Q ; I° i i MEMBRANE SYSTEM PER MASTER BATH W.I.C. GREAT R I i HANGER AT EACH RAFTER � MANUF. SPECIFICATIONS - : IMF _< _ `. PER STRUCTURALPLAN i. i.k...:::_,I �a....,: ,_ -_.,.__. ..i i _.i,....,. ,E _...,,. _�.t...._,._ i __i,t........ ....._i I ....._.i,.......i I'. ..<f:.... ; i.r. .... ia.._ i .. i... Z > , I DOOR PER PLAN U3 ts7rhhi Z C7 ti a l� SHOWER SEAT @ 42" HIGH WROUGHT IRON CABINETRY A D APPLIANCES x METAL THRESHOLD LJ..1 ?Occ cin W 18 A.F.F. RAILING W/ PICKETS ARE FOR -FERENCE ONLY FULLY SEALED TO Q w r FLASHING PAN PER SPACED TO REJECT A 4" �, MANUF. W UJ v i I RECOMMENDATIONS '�� z � z z DIA. SPHERE , � Q � � �� 4" MIN. L7 O H LU Uj CONTINUOUS METAL PAN 10 w � B BUILDING S E CTI O N C E3 ►,LC O N Y S CTI O N FLASHING ALONG = LU Cc Uj W m w z ; �.12SCALE: 1/4" = 1'-0" COASTAL OPENING W/ NO SEAMSJ w „ _ DOOR FLASHING DETAIL OR SPLICES- 3” LAP C.7 I CQ i ¢ 0 0 O A7.82 SCALE: 1/2 1 -0 COASTAL MIN. OC SERIAL. NUMBER 1014.0 REVISIONBCS BP# 1�1� SF�Z� �ySl2-o� _-'j DATE_Z/ l 8E311.DiNG OMFCINENT LPPIY, INC, SIGNED 4627 JP HALL BLVD. SUITE 20B GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 OFFICE COPY F: 904.529. 1 406 I BEARING HEIGHTS 31-05-00 1 r7 2 I f-1 1 811 fen e" !en � �� "'I � � � if qi I u I � I EIw -EJze 10 cElu c " 1 �- z I - I I j II Faze 0 I I Ili I z h I Ttt I /1 VIII III 1 " 1 EILI T10 C _ I II1 G I I THIS IS A TRUSS PLACEMENT zI o II j DIAGRAM ONLY. l� These trusses are designed as individual building components to be ' °° _ _' incorporated into the building design at -0►°° ; Ellthe specification of the building Ihdesigner. See individual design sheets i II EJ34 ' 02 - o �I $ for each truss design identified on the 11 1 EI NG " 1 2I TQT6] x $ EAN — o placement drawing.The building f u h 4 = designer is responsible for temporary h EILIN 4 Ell R / TWO §, and permanent bracing of the roof and S.roaTu STORY S of , ry3< / ForErt Frot— floor system and for the overall �I I u - �� , structure.The design of the truss 1; 1: ;; �� I) support structure including headers, !m i� !; M., „ beams,walls,and columns is the responsibility of the building designer. i - For general guidance regarding I f 1(r ILI G t I I I "Bracing bracing, consult"Br g of Wood I Trusses”available from the Truss Plate Institute,583 D'Onifrio Drive; Madison, �$} WI53179. I ATTENTION. I I �I Refer to truss layout and engineering f� ] _ �) i documents that arrive with delivered I I field trusses. _ Unless noted otherwise, all beams are by others. REVISION DATE " " " " " " " " " " " " " CHECKED BY 00/00/15 eo-t�ao n lbn 90 Roof Truss Connector List Products Manuf Product Qty MID Length Product Plies Net Qty CLIENT TOLL SSP THD26 7 FB03 23-10-08 onCENTERS LVL 2.0E 1 3/4"x 16" 2 2 BROTHERS F802 23-11-08 onCENTERS LVL 2.0E 13/4"x 16" 3 3 FB01 1406-08 onCENTERS LVL 2.0E 13/4"x 16" 2 2 SUBDIVISION ATLANTIC BEACH AMBASSADOR MODEL JULINGTON ELEVATION COASTAL DRAWN BY LOT # RAs SECOND FLOOR = 10 LAY U T DATE 11 FIRST FLOOR LAYOUT ❑4/28/2017 SCALE: 3/ 16SCALE: 3/ 1 6 = 1 '01 11 111 070 REF# 12280 r RegisterCash City of Atlantic Beach • I I DESCRIPTION ACCOUNT CITY PAID PermitTRAK $55.00 17-SFR-3442-05 Address: 1768 ATLANTIC BEACH DR APN: $55.00 STUCCO LATHE 11/15/2017 DA $55.00 STUCCO LATHE 11/15/2017 DA 45500003221002 1 0 $55.00 TOTALR3474 $55.00 Date Paid: Thursday, November 16, 2017 Paid By: TOLL BROS.,INC Cashier: LE Pay Method: CREDIT CARD 5 I Printed:Thursday, November 16, 2017 2:12 PM 1 of 1 1 TNAIGT