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1768 Maritime Oak Dr new home permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 it SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NE)lT DAY INSPECnON: 247-5814 JOB INFORMATION: lob ID: 16-SFR-2200 Job Type: SINGLE FAMILY RESIDENCE Description: new residential construction Estimated Value: $403,165.00 Issue Date: 10125/2016 Expiration Date: 4/23/2017 PROPERTY ADDRESS: Address: 1768 MARITIME OAK DR RE Number: None GENERAL CONTRACrOR INFORMATION: Name: TOLL BROS.,INC ,CGC 1510225 Address: 250GIBRALTARRD STEVENRMERTEN Phone: PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $694.75 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,389.50 STATE DCA SURCHARGE $20.84 STATE DBPR SURCHARGE $20.84 SEWER SDC-SYSTEM DEV $4,050.00 IS "PROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA ro=G CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 WATER CONNECT/TAP & $185.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEIM DEV $1,140.00 CHG WATER CONNECT/TAP & $185.00 METER Total Payments: $7,885.93 PERIdU IS APPROVED ONLY IN ACCORDANCE WUH ALL MY OF ATLAWIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ClItyof Atlantic Beech APPLICATION NUMBER- — 10' Building Department (To be assigned by the Building Department) 800 Serninole Read Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(9D4)247-5845 zo 110 E-mail: building-dept@ccalb.us Date routed: City web-site http//wwwCaab us _tqla_o_� APPLICATION REVIEW AND TRACKING FORM Property Address: Vt`�P% MCLG'-i15%MA0CLV_0r. Department review reaulred Y No Applicant: 160, CD4 ft.n citing I Tree Administrator Project: I) k-4 fAtA-4 Public Safety Fire Services Review fee $ Dept Signature rimit Required Review or Racal t Other Agency Review or Pe of PermitVerifiedlBy Date Florida Dept.of Environmental Fiot_echw Flonda Dept.of Transportation _81-.Johns River Water Management District Army Corps of Engineers Division of Hotels and RestaTrwi-s— Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: 2Ap�pr ad. E]Denied. (ClrCJa_aoz) Comments: PLANNING&ZONING Rai by: Datei. TREEADMIN. Second Review: OAPPnovecl as wised. E]Dei PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRESERVICES Third Review: BApproved as revised. E]Denied. Comments; Reviewed by: Date Revised0=1110 Building E==Vl apartment 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5&26 Fax(904)247-5845 E-mail: building-dept@coeb.us ClyWeb-site http://�.�ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1'1'(0% ACLC -li5meCqV_pr. DeRartment review required Yes No -1bliv la(04-1 — b.4gJ52.=_:;: Applicant: an oning Tree Administrator Project: 0 Pu le arks Pubic Utilities Public Safety Fire Services W7 Review fee Dept Signature mirmOther Agency Review or Permit Required Review or Receipt Of Permit Verified B Date Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Amy Corps of Engineer; Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: &Is proved. ElDenied. (Circle one.) Comments: '0,'P BUILDING PLANNING&ZONING Rftiewec1by:A<Cz6--�e-- Date-- TREEADMIN. SeconclReview; ElApproveclasirwised. ODenied. PUBLICWORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:—Date:— FIRESERVICES Third Review: DAPproved as revised. DDeried. Comments: Reviewed by:—Date:— Revised 07127/10 AMV4"tlanti n eATie"u Me t --APPLMI Building Department (To be assigned by the Building Department) 800 Seminole Road 3 0 24 Atlantic Beach, 1`1700Z 32233.5.4 K Phone(904)247-5826 Fre� E-mail building-deptigIcoalb.us 9041845 Daterouted: nl-.;tn1 -aOIb Cityweb-site: hitpJA�coalb.us APPLICATION REVIEW AND TRACKING FORM Property Address: kt(P% MCL(�-�MeC)qtjf. De artmentreviewre uired Yes No n Applicant: It>0. oning T eAdministrator Project: 0 WISA14 Pu ic Orks Pub ic Ublities Public Safety Fire Services 'Review fee Dept Signature Other Agency Review Or Permit Required Review or Receipt Of Permit Verified B Date Flonda Dept. of Environmental Protection Flodda Dept.of Transportation St.Johns Rver Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tabs= Other. APPLICATION STATUS Reviewing Department First Review: WApproved. I ElDerred. (Circle one.) Comments; BUILDING PLANNING&ZONING ev"sw IC B n 'r U c L D p a on D N a a G g 0 ment F C rt 0 re m t in R a 0 n t ew* 6 0App Denied Oat. emed Date ING 'Second Rev," OAPP, S Comment. I Z F 0 FLANN NG N Reviewed by: Date:/0///Y// TREEADMIN. SecondReview: DAPproved as revised. 06amed. PUBLICWORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:- FIRE SERVICES Third Review: EDIApproved as revised. EDIDenled. Comments: Revievied by: Date*- Revised W/27RD e nen t S�p 3 0 &o D pa 1 (18 n-l-R.- h 4 F ond.3 5445 8 904)24 5 04 75 6 F Build Ing 80 .be-' Atl c B Ph ..(9 1 E b.Id g-d. tn..b City b sit. htp I . ab APPLICATION REVIEW AND TRACKING FORM Property Address: 11-(0% MCL(L-�MAOqtjr. DO artmentreviewre hred Yes No Applicant: 74L. u din oning Tree Administrator Project: W44 fyxy Pu Ic orks Pub ic Utilities Public Safety Fire Services Review fee Dept Signature W Other Agency Review or Omit Required Review or Receipt Of Permit Verified B Date Flonda Dept. of Envirwmenta Protection Florda Dept. of Transportation St Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages�nd Tobacco othwM APPLICATION STATUS Reviewing Department First Rev!": P<P'Proved. ElDemed. (Cincle one.) Comments: [R wing Doparhm F.,0mtROv'—' appr' Ovre (Circle one C mmen BUILDING PLANNING&ZONING TREE ADMIN. Second Roview:—E03APproved as wised. DDertied. P p WORKS Comments: UTILITIES PU IC SAFETY�; Reviewed by: Date: FIRESERIACES Third Review: ElApproved as revised. ElDenied. Comments: Reviewed by: Date:— Rav�.d 07127110 CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: /to Project Address: I ZL 8 0261&��E aw— No. of Units: Commercial —Residential Multi-Farnilly_ New Water Tap(s)&Meter(s) Meter Size(1)-2XL— New Irrigation Mete, t,-� Upgrade Existing Meter from—to (size) New Reclaim Water Meter V"�Size_New Connection to City SeweZ Name: Applicant Address: City: State: zip Phone Number Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Z-Zoc Water System Development Charge S Sewer System Development Charge S a) Water Meter Only $ 6 Reclaim Meter Only $ Water Meter Tap S (notes) Sewer Tap $ Cross Connection $ to other $ TOTAL 00 APPROVED: KayleMoomPE (Deputy PWDireclor or AuthorkedStgnature) ALL TAP REQUEST MUST BE APPROVED BY UTLITTES DEPARTMENT BEFORE FEES CANBEASSESSED 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 Maritime Oak Drive* Atlantic Beach, FL 32233 Permit Number: 11V-VV--c% a00 Legal Description Lot 109 Atlantic Beach Country Club Unit 2 67-52-08-2S-29E.165 Parcel Floor Area of Sq.Ft. Sq.Ft 9 Valuation of Work$ 403.165 Proposed Work heated/cooled AW non-heatedilerioled,*W 3 r7,q�L Class of Work(circle one): G;) Addition Alteration Repair Move Demolition pool/spa window/door Use of existinglinno used structure(s) circle one): Commercial Residential If an existing strucrure,is a tire sprMer system installed?(Circle on N/A Florida Product proval 4 See attached For--- -- . . =cts use product approval form Describe in detail the type of work to be performed:New Residential Cons Property Owner Information: Name: TOLL Fl,VI LIMITED PARTNERSHIP Address:: 160 Ca M Avenu City Ponte Ved State EL Zip 2081 Phone 904 217-0739 -L-- E-Mail or Facc#(Optional)arogers@tollbmthffs.com r lnfoj!�atlomms CONTRACTOR EMAIL ADDRESS: anseersOutillbrothersicom Tul� Company N I In, Qualitying Agent: Steven K. Merten Address: 160 Cape May Avenue City polite Vedra State 171,Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax 4 State Certification/Registration#CGC 1510225 Architect Name&Phone#-To% Arrhi4edl,la, , 04" 14q- 69111 Engineer's Name&Phone# LOU Ph1ThQ0 IjAN Kho 09 Fee Simple Title Holder Name an V Address -11011FL I Ljfhi Parhrxship- 1 Cw " 3M. -PO *dIrOLiFIL32081 Bonding Company Name and Address KI JA Mortgage Lender Name Slid Address 1A Application 'a hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conamencroprim,to che Z do 7=3 and that all work will be penfinnord to met the standards ofall laws regulati� . Intlaujurudiction. This permit becomes Y construction is not commenced within six(6)months,or if comirecion,or work is su7ende or abandonedfpr a period of sic�6)months at anytime ca 7k its must be securadfor Elect mi Work,Plumbing, Signs, Writs, Poo r, Furnaces, Bothers, Tg commenced. I understand that separate per. Vee= ks metAir Canuffidoners,me. 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 Y614i NOTICE OF COMMENCEMENT. I hereby certify that I hanc mad and esammed this Icarian and know the same to be Itur and correct. All provisions oflaws and ordinances g ra In tin ci of a permit does notpresume togire authority VIalaIs0`c=1't%! ree this"ofwork will be compiled with whether s nei.or not. The%"pc�ormance ofconstruction. provisions ofany otherfederal,state, ar local law ang construction or I Signature of O,vrier Signature of Contractor Print Name Steven Merle ,Division Sr.Vim President PrintName Steven rten,Division Sr..Vice,President ................ Before me Before me thi 20 D September 2016 this 20 1 Sotember .2016 -7h�I �� ( ")'n 4 ) DUM)i FU I ot T71 U- Notary Pub i Revised 01.26.10 A k8li Ey ROGERS . .... L ANN M� YCO ASNLEYANNROGE 0,#OGOI 9753 A My COMMISSION il, 'y S"LL M G*] 3GO" EXPIRES AuqUeSt 09.2020 IS 91751 Y COMM 9 'emi, EXPIRES August 09.2021 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY es: 2 U culub Result (circle one): Approved Disapprovod Approved w/ Conditions 'A Review initials/Date: L774 Lo10,16 Development Size Habitable Space,2 ?113 s.F. Non-Habitable Impervious area Miscellaneous Information Occupancy Group Oe- 3 Type of Construction V /'3 Number of Stories / zoningDistrict 415ce Max. Occupancy Load Fire. Sprinklers Required Flood Zone A Conditions/Comments: OFFICE COPY ".VVPernnt-A-ftwhmrd--of for R.O.W. Permit# issued 2016 Atlantic Beach,Fl, 32233 Owner's Name: Toll FL VI,LP Property Address: 1768 Maritime Oak Drive Atlantic Beach, FL 32233 bdivision: Atlantic Beach Country Club Lot#/Block#: 109 R.E. #: 169505-1840 OCABLE ENCROACHMENT PERMIT THIS REVOCABLE E CROACHMENT 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"USER7. 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,=turn receipt requested,to the following address: 160 Cape May Ave. Ponte Vedra, FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make my and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 OFFICE COPY 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 lumnless by the USER from any of the work herein under the terms of this permit and that all of said liabilities me hereby assumed by the USER. DATED and SIONE day of .56r0#kAM . 2016. By: S St teve etten,Division Sr.Vice President Toll FL VI, LP. ' vision Sr.V ((to A "g e "p to signed in presence of tZheNotary) STATE OF FLORIDA COUNTY OF DUVAL On this 20th day of Sfp mber 2016, personally appeared before me, a Notary Public in and for said County and StatcW18 Flori a , the property owner of 1768 Maritime Oak Drive, Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same 13mely and voluntarily and for the uses and purposes therein mentioned. k-�2UQ4 A Duval, t1' Notary"u lic iWr said County and State CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liew,City-Mmager Page 2 of 2 NOTICE OF COMMENCEM�,,,T OFFICE COPY State of: FLORIDA Tax Folio No. 169505-1840 County of: DUVAL filerm-1,4- �=R— a20C) To Whom It May Concern. emby ir The undersigned III riforms you, mpr will be made to certain Mal property,and in accordance with Section 713 of the Florida Statutes,the following i — 1, this NOTICE OF CONSIENCENIENT. Legal Description ofpropertybein ip antic Beach Comity Club Unit 2.67-132 08-2S-29E.165 9 Q 41FO �— y Address of prop g impraM: 17 aritkurdak Drive,ATLANTIC BEACH,Fl,32233 NEW Nf on 0 General descriii on 0 veflow . NEW NE CONSTRUCTION p \�>I Owner:TOLL FL VIL E PAR RSHIP Address: 250 GIBRALTAR RD. HORSHAM,PA 19044 st 1 Owrier's interest in site of ' ovement: FEE SINIPLE Fee Simple Titleholder(if other than owner): Name: Contractor. TOLL BROS..INC. Address: 160 CAPE MAY AVE.PONTE VEDPA,FL 32081 TelephoneNo: 904-217-3852 FaxNo: 904A60-2683 Surety(if my) Address: Amount of Bond$ Telephone No: Fax No: Name and address of my person maldng a loan for the construction of the improvements Name: Address: Phone No: I"No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN Address: 160 CAPE MAY AVE.PONTE VEDRA,FL 32081 Telephone No: 904-217-3852 FaxNo: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Oviner's option) Name: Address: Telephone No: Fax No: Expiration dam of Notice of Commencement(the expiration date is one(1)you from the date of recording miless a different date is specified): 06/30/17 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date Doo#2016050838,OR SK 17,Vs3 P�e 484. Beforenit,this f j�A/— dayof—Le'2LUA OfFlorida,has personally a in the Con ty 0 oval,Sent Num�Pages:I pp Recorded OaAO7/2016 al 08:23 AM. Notary Public at Largc�State FI daCountyofDuv Ronnie Fussel CLERK CIRCUIT COURT DUVAL Mv commission mmme. �6)�r COUNTY onally Knowit V' Or RECORDING$10.00 --------- 1 AX MYCOMMISSIO'."c a (407)iii'0'15 co k 14 f k 4U 04 w 91 ao ow o po op to 4z, fn In LL 0 V < w z 0 OZ 0. FL ol z - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - IT III E 7 0 OFFICE COPY FORM R405-2014 N FLORIDA ENERGY EFFICIENCY CODE FOR BUIL Professional Regulation - Re erformaneye Florida Department of Business and euod,rNam.: TOIIBmt Project Name: Anastasio 2743 2 Bay Right NE Permit Office: Atlantic Be Street: 1768 Mi Oak Dr.(Lot 109 AB) Permit Number. City,State,Zip: Atlantic Beach.FL.32233 Jurisdiction: 261300 Owns': Toll Bmhem, no County:: DMOU IFlold Cli ne 2) Design Location: FL,Jacksonville I. Ney,oonstdion Or existing New(From Plans) 9. Wall Types(2685.0 sqft.) Insulation Area a.FmMe�Wood,Exterior R=19.0 2431.50 If 2. Single family or multiple family Single-family b.Frume-Wood.Adlacent F�_13.0 253.50 It' 3. Number of Unit .If multiple family 1 NIA R- fiv 4. Number of Bedrooms 3 d.NIA I R-ulaton Area ft, 10.Calling ft ns a.Un, Ty;Pe No UA R-38.0 2511-OBW 5, 1.this.worst Mae? Ft--19.0 232.00 ft' 6. Conditioned floor..a above grade(ft) 2743 b.Under Al�.AOOAKT 0 N/A R= Conditioned floor area below grade(ft) 0 If.Dud. R It' a.Sup:Attic,R�:Attic,AH:Attic 6 328.9 7. Wndovas(387.9 adit) Des Area a. U.Factor. Chi.U 0.33 3117.89 It' 0., SKGC: 0.3 12,C-01INSyst.mrs kBtuthr Effidency b. U�F.Oxvr. It- �.ntral Unit 42.0 SEEFR14.00 SHGC: f12 U-Factor. WA k8tuffir Efficiency 13.Heading systems SHGC: ft. a.Electric Kest PUMP 42.0 HSPF:8.20 d. U-Factor WA SHOD: rage Overhang Depth 8.01DO ft. Area W.Ilhted As O.3DO 14.Hot Water systems Cap:I gallons Ares Welided Average SHGC; a.Natural GAS -rankles. EF:0,600 8. FloorTYPes (2743.0 soft.) Insulation Area ,Slah-On-Grade Edge In.ulabor �_O.o 2743.00 ft2 b. Cons."Wn feature- b.WA R= ft, None Paler c.N/A R- f? 16.Credits Total proposed Modified Loads: 62,98 PASS Glass/Floor Area: 0.141 Total Baseline Loads: 65.94 I hereby certify that the plans and specifications covered by Review Of the plans and this calculation are In compliance with the Florida Energy p cifications covered by this a I Widdiallon indicates compliance Code. with the Flodda Energy Code. Before construction is completed PREPARED BY: this building will be Inspected for 0 DATE::: Compliance with Section 653.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. OWE with the Florida Energy Cod OWNERIAGENT: I BUILDING OFFICIAL: 124: DATE: fit 14 lij the air handier enclosure qualifies as Compliance requires certification by the air handier unit manufacturer that a rtifl of fa t uryealed in accordance with R403.2.2.1. m 1"n "'quinu.an Air Barrier and Insulation Inspection Checklist In accordance with R402.4AA and an envelope leakage -C P ..,r.p.rlln.c..Id.l.cew'ithR402.4.1.2. 8131=16 2:25 Phil EneMYOUuge6 USA-FIaRes2Ol4 Section R405,4.1 CoMPll2nt SDAW90 Page I of 6 - - --------------- FORM R405-2014 PROJECT Add....Type: street Address This: Anastasia 2743 2 Bay PJght N Bedrooms: 3 Lot f Conditioned Area: 2743 Building Type: User Total Stories: I PlatBook: owner. Tall Brothers,Inc. worst case: No Street 1768 Maritimes Oak Dr #of Units: I Rohda Angle! Otanal Builder Name, Toll Brothers.I= county: odic Beach Cross Ventilation: NO CRY,state ZIP: Agentle Beach. p,mnit Ofk,a: Ana Whole House Fen: 140 FL, =33 Jurisdiction: 26,300 Family Type: shrote-fically ,a* sting; New(From Plans) Con:a CLIMATE sign Tamp Heating Design Daily Tamp Tusy Site n 97.5% 2.. Winter summer Degree Day. Moisture Range v Design Location - Medium 2 70 75 1281 49 FIL. FLA) CKSONVILLE-INT Number hisme Area volume Blocki 2744 24687 SPACES Number Name Area volume Kychen Occupants Bedrooms R,fil 10 Finished cooled Heated Main 2743 24687 Yes 4 3 1 Yes Yes Yes Spam Pelimeter R-V-IUO Area Tit, Wood Carpet % Floor Type 0 a j S1 on-Grade E Kuur Ro.f Gabl�e ftof olar SA Endit Bonn Deck Pitch v # Type Materials Area Area color Tested Tested Insul. (Rag) -gRi. 317T W 1102 fir Medium 0.5 N 0.9 No 0 30.3 1 Gable or shed Composition hIn C V # Type Venfilation Vent Pink,0 1-) Area RBS IRCC V I Full alll- V.nW 300 2743 W N N .-V.W. Ins T, Area Pmln,F.. TnuaTYP- 0 Cififing-fYini 38 Blown A."1 -.11 1.... Under Attic(Vented) ...... town 232 It' 0.11 Wood 2 Under Aftle(Vented) Mal. 19 B jr2016 2:26 PM EnwyGallal)USA-FlaR652014 Section R405.4.1 Complaint SQhwar' Page 2 of 8 -------------- R405-2014 WALLS eight Sheathing Framing scuar Below Absu�Goala`%- Adjanant SPaoa-RVaI 0.23 0.6 0 t--I---Wail-Typ� 19 to 10 9 0 E Ex,,I, From..Wood Mal. 55.0 It' D 0.23 D.6 a Frame-Wood Main 19 85 a 10 0 a - 0 0.23 0.6 0 -Z2 NW Exiertor 19 45 0 to 0 46D.0 it 3 SW EXtedOr Fm,,.Vy0Dd Main 0 Main 19 85 6 10 0 855.0 it' 0 8.23 0.5 4 BE Exterior Frame�Wood Main 13 28 2 9 0 253.5 ft' 0 0.23 0.01 0 6 ME Garage Fmme,Wwd Main 19 2 8 to 0 25.1)it' 0 0.23 0.6 0 02 6 8 Exterior Frame-Wood D 0.23 1�66 0 7 W Exterior Frame-Wood Main 19 2 6 10 0 25.0 ft' a 0.23 0.6 1 B N Exterior Frame-Wood Main 19 3 6 10 0 35.0 it' 0.23 0.6 0 _Yq E Exterior Frame-Wood Main '19 3 a 10 a 35.0 P 0 DOORS . Stonne Height Area # Dan DoorTyp- Sp.ce, 3 u 24 It' V 1 14E Insulated Main 21.3 ft� Main Non. .39 2 2 ME Wood WINDOWS Orientation shown Is the entered pro osad orientation. overloang v omt W10" Fr..- Pan. NFRC u-Fador SHGC Area Depth Separation Int Shad. Smering 1 ft41, 111011' Drspes/bunds Exterior 5 NE I VhyI Low-E Double yes 45.0 112 1 it 4 In i it 0 In Drapesibleds Exterior 5 1/ 2 MIN 2 Vinyl Low-E Double yes 0.33 0.3 12g.0 ft2 18 it 2 In I it 0 In None Exterior 5 SW 3 Vinyl LOW-E Double yes, 0.33 0.3 Drapesfiblinds Exterior 5 Vinyl Low-E Double ye, 0.33 0.3 45.0 ft- I it 4 In I it 0 In 4 SW 3 20.0 ft' I R411, I ft0ln None Exterior 5 5 Sw , Vinyl Lm.E Double yes 0.33 0.3 45.1 it' 1 ft4 in I it 0 In None Exterior 5 BE I Vinyl Lm-E Double yes 0.33 0.3 3.6 W I it 4 In I It 0 In Non. Exterior 5 6 Yes 0.33 0.3 7 NW 2 Vinyl Low-E Double Yes 0.33 0.3 8.0 it, 6 it 4 in 1 it 0 in None Exterior 5 6 ME I Vinyl Lm.E Double 0.33 0.3 IS.,it- i it 4 In 1 nOin Drapesiblinds Exterior 5 9 BE 4 \Ayi Low-E Double Yes I&D W 1 ft41n 1 ft0in Drapesiblinds Exterior 5 10 N 8 Vinyl Low-E Double yes 0.33 0.3 1 B.0 fk- 1 ft4 in 1 ft0in Drapesliblinds Exterior 5 11 E , Vinyl Low-E Double Yes 0.33 0.3 12 BE 4 Vinyl L�E Doubt' yes 0.33 0.3 21.3 W 19 it S In I it 0 in None E11690T 5 GARAGE Floor Celina nea - 11.11 P.1it.r AW �-wvl Wall It # 602 it' 602 W 67 it al,31t2016 2:25 Ply EnergyGavg.O USA-FI.Re-2014 Section R405.4.1 Compliant Software Page 3 of 6 5-2014 INFILTRATION pe Method SLA CFM 50 ELA EqLA ACH ACH 50 Mol.h.u-- roposed ACH(50) .000286 207.3 112.94 212.4 .2202 5 HEATING SYSTEM capacity Block Ducts # System To- I Electric Heat PUMP Split HSPF.8 2 COOLING SYSTEM I Air Film SHR Block Ducts rn To- Subtyps # By SEER:14 2 kBtwhr 1260 c1m 0.7 1 sys#1 V I Central Unit Split HOT WATER SYSTEM C.n..MUw LoWkm EF Cap Use Setlent # S stmTyP. rl.-1 120 den None stumdogs Tankless Exterior SOLAR HOT WATER SYSTEM Collector' Storage FSEC SysWmModel# cclldor Model# Area Volume FEF Can # Company Name ft. None None DUCTS A], CFM 25 CFM25 HVAG# supply Return Lask-g-TYPO H,,dlr TOT OUT ON RLF Hsat Cool v # Lcalic, R.Value AM t.c.aUon Area AM 6 28..9 It hic 82.225 Default_e.kag- Attic (Default) (D-faun) TEMPhKATURES p,g,mabi.Th-mr0stat Gelling Fans: Aug So �ocl o" Me, �,Apr May flidn Mull Aug P Old hicn, Pat, May Ju Jul Sep Oks kjN J J Sep �)J'o F:b M A on mar Ap'r ey .1 CHi F Or Aug Nw Doc V. 8/31J2016 2:25 PM F.ergyG..geff,USA-FlaRes2Oi 4 Section R405.4.1 CO-911-rd S-ft" page 4 d 5 ORM R405-2014 mom Th.,,an,te,Schedule: HERS 2006 RGIOM"ce 5 6 7 a 10 11 Schedule TYPO 1 2 3 8 7 Is SO so 80 N Cooling(WD) AM 7 a 76 78 78 7 7 78 78 78 78 78 a 7 78 78 78 0 BO 78 PM 8 7B 78 78 7' 7' 78 Am 78 78 78 78 78 78 78 78 76 7a 78 78 rpm 718 78 78 78 78 78 Cooling(WEH) Lf 1 6 68 a' 68 .8 66 66 68 68 6 88 68 66 66 Heating PD) AM 66 66 6 68 68 68 66 68 PM 68 68 68 66 66 68 as 68 68 68 6' 68 AM 66 66 86 68 68 68 68 68 66 6 66 Heating MEH) PM 68 68 68 68 B131n(iiil 2:25 PM EneMyGa.geO USA-FI.R..2014 Section R405.4.1 Cornpilant SoftWa- page 5 of 0 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD —aaaaaaaaaaaaMEN, ESTIMATED ENERGY PERFORMANCE INDEX* 96 The louver the Energyperformance index.the mom efficient the home allillillillillillillillillillillillillilliillillillillillillilliilliillillillillillillillillillilliillillillillillillilliilillinnnom�iiiiiiiiiiii�� 1768 MaritimEl 08k Dr. (Lot 109 AB),Atlantic Beach, FL. 32233 insulation Area Nee,(From Plans) 9. Wall Types R=19.0 2431.501? 1. N1vv tonstrucil.n or"Isfing I.Frams.Wood Exterior 253.50 ft' Single-family b.I'Mrous-Wod�Adjacent R=13.0 2. Single favolly Or mu"ple family c.NIA R= le 3 Number of units.R multiple family 1 d.NIA insulation Area 3 10,Coiling Types F�38,0 2511.00 ft' 4� Number Of Bedrooms No a.UnderAttic(V6nWd) R--19,0 232,00 W 6 jadW, ...,.a.? . a . 2743 b.UnderAftic(Vented) R- ft� 6. Conditioned floor area(ftz) c.NIA R ft- Description Area 11.Ducts 6 328.9 7. Windov,a- 387.89 112 Sup:Attic,Rot:Attic.AN:Attic U-F-oku'. Dbl,U=0.33 SHGC. SHGC=0.30 ft2 MOW Efficiency U. NIA 12.Cooling systems 42.0 SEER:14.00 F.."O'. Contra[Unft H SHGI: fi U-F.chor. NIA kEtuflar EffldencY SHGC: fv 13.Heating syswms 42.0 HSPF:8.20 d. U-FactOr NIA a.Electric Nast Pump SHGC: 8.001) It Area Weighted Average overhang Depth: OMD cap:I ganons All Weighted Average SHOD: 14.Hot Water systems Insulation Area a.Natural Gas EF:0.6 B. FloorTYPG$ R�Oo 2741DO ft2 Sla"o-Goads Edge insulation fh- ft. b. Conservation features b.WA None peal QNIA is.Credits miorida Energy Efficiency Code for Building _,tjifli SrA, 0" 0 1 rifify that this home has complied with the I Gc I fe tures which will be Installed(or exceeded) Construction through the above energy sav �g a It be Completed . otherwise,a new EPL Display Card W1 1- 0 ore final inspection.features. In this home bell based on installed Code comAnt Date: Builder Signature: 'i City/FL Zip: Home: J-IU% mLrNAc ca�, br Address of New -Note: This is not a Building Energy Rating if your Index is below 70 your home may quality for energy efficient n; Contact the EnergyGaUge Hotline at(321) mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rail fied Raters. For 638-1492 or see the EnergyGauge wall site at energiygaUge.cOM for inibrMation and a list Of Mill mmisslon's support Information about the Florida Building Code,Energy Conservation,contact the Florida Building Co staff. orgy Conservation,If not DEFAULT. "Label required by Section R3031.3 of the Florida Building Code,En af3jNOl6 2:25.PM Emx;yG.ugsV USA-Flfl,,2014 -Section R405.4.1 Compliant Soloos's Page 1 of I FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ........ 'mit Number. ADDRESS: 1768 Maritime Oak or,(Lot 109 AB) Atlantic Beach,FL.32233 NDATORY REQUIREMENTS See individual code sections for full details- r.that 11 energy performance love (EPL) 401.3 Energy Performance l_avel(IEPL)display card(Mandatory). The building Official shall rempull display Card be Completed and asitifliul by the builder to be.=raw and Commit before final approval Of the building for ocoup,nor.Florida law [Section 653.90135,Florida Simmons]requires the EPL dISPI9Y Card to be Included as an addendum to as&sale.contract for or in pmsoM and energy Performance level and efficiencies of Components mompresold residential buildings.The EPL display Card Contains information Indicating the acc,,mety Tell the plans installed In a dwelling unit.The building official shall ver"at the EPL display Card Completed and signed by the builder and specifications submifted to demonstrate co-Plitince for the building.A COPY of the EPL display cord can be found In Appendix G. R402,4 All leakage iffiandartory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. amply With Sections RQ2.4.1.1 and R402.4.1.2.The R402.4 I Building thermal envelope. Th.building thermal envelope shall c n Sod contreed.n. sealing'mothiDds between dimirml-r materials shall allow far differential expanslo R402.4.1.1 Installation- The CoMP-hents of the building thermal envelope as listed In Table R402.4.1.1 shall be installed in wordance with the hisnufacturer's Instructions and the criteria listed In Table 402.4.1,1...mipli to me method of consthr-tiOn. all Components and verify Compliance. Where required by the coda Official,an approved third party Shall Inspect R02.4.1.2 Testing. The building or dwelling unit Shag be tested and vediflad as having an sit leakage rate of at exceeding 5 air Change.par hour In Climate Zones 1 and 2'and 3 air change.par hour in Clunifte Zones 3 through 8.Testing Shall be Conducted with ,,es w g (60 peaces).Where required by the Cade fifficl.l.testing shall be Conducted by an a blower door at a pressure of 0.2 In,of the �Sulm of the test shall be signed by the party conducting the test and provided to the Code approved third party.A written report Creation of.11 p...nation.of the building thermal envelope. official,Testing shall he performed at any ime after During testing: 1.Extertur Windows and doors.fi-Plam and stove doom shall be closed.but not sealed,beyond the Intended weadherstripping C, other Striation Contra measures; me 2.Dampens Including exhaust.Intake. Iffeup air, backdraft and flue damps-shall be closed,but not sealed beyond intended infiltration rxintrol measures; 11 be open; 3,Interior doors.if installed at the time orthe test.she filmors shall be closed and sealed; 4.Edarko doom far congn.oum ventilation systems and heat recovery van 5 Heatin and cooling systems.ff Installed at the time Of the lost,shall be turned off.and 6,Supply and return registers.if histolled at the time of to test.Shalt be fully pan. R402.4.2 Fireplaces.Nuns wood-burning firepl,ce,Shall have Ught-fitting flue dampers and outdoor Combustion air. R402 4 3 Fenestration air Wakage-Windowt.skylights and sliding glass doom Shag have an.1,Infiftratkon rate of no more than 0.3-(in ig doom no mom than 0.5 Ofm per square foot(2.6 Us/m2).when boul axt.rding to NFRC 400 Or per si�um,foot(1.6 Ualm2).sod swingil accre AAmANVDMNCSA 101 1I.S.21A440 by an difted,Independent laboratory and listed and labeled by the M.hufCdu-r Exception: s1wi-CififtwIndowo skylights and doors. thermal envelope shall be seel.di to limit air leakage R4112.4ARecesmedlighthig Recessed luminaires Installed In the building' ]an air leakage rate not between conditioned and unconditioned spaces.All recessed luminaires shag be Itt-hated and labeled as havial 3 at 9 J.57 Pat(75 pa)pressure differential.All reciammed mom the.2 0 Orm(0_9"US)when tasted in accordance with ASTM E 28: luminaires.�all be sealed with a gasket or Caulk between the housing and the interior Wall or Calling Covering. R403.i.iThemostOtp,vWon(M.ndat.ry)- At least one thermostat Shall be provided(weach separate heating ad coding System R403A.3 Heat pump supplementary theat(Mandatory). Heat pumps having supplementary electric-resIdiurce heat-hall have Commits thed.except during defrost.prevent supplemental heat operation when the heat Pump MMPMSSDr Can meet the heating load. fies that man the primary air Containment RU3.12 Sealing fliguandatory)AII ducts.air handlers.and like,boxes and building caV1 it In accordance ainsidurred ducts and plenum chambers.shall be Constructed and sale passageways for air distribution Systems shall be( me 0 to ,at duct tightlars-afterle by post�onsffacflon win Section 0403.2.7.2 of the COnumbrimi Proll.10 f this code sod shall be shown or rough-in testing below. in 803 of me RESNET Standard.by either an energy rotor..allied In accordance with Section Dud tightness shall be verified by testing to S-Cill ,Statutes,in be�subuftbmfi-IIY look fism'by either of the following: 553.99,Florida Statutes,or as authorized by Florid min)per 100 square feet(9.29 m2)Of Conditioned Poor area P.St-Constraction test Total leakage Shall be I...than or qua[to 4 Oftn(113 U when United at a pressure ififf.ronfial Of 0 1 none.w.g.(25 Pa)Some-the entire system,Including the manuffactuffer's air handier enclosure All register boots shall be taped or Otherwise Sealed during the test. ,100 Square feet(9.29 m2)of Conditioned floor or..when tested 2. Rough-In test,Total leakage shall be less than or equal to 4 fm(I 13 Unain)'s mom (25Pa)across the system,Including the awoulachume.air handier endic C All registers Shall be at,pressure differential of 0.1 Inches w.g.I time of the last,total leakage Shag b I.s.thanoreru.1to3chor, tapedo,otherwise sealed during the test.ff the air handler Is Out inst.Ked at the (85 Umjn)Par too squaw feet(9.29 m2)of condiftioned floor area. Exceptttms: I. no total leakage test Is not required for ducts and air handle-located entirely within me building,envelope. 2. Do&testing is act mandatory for buildings complying by Section R405 of this C.de. st3jM016 2:26 PM Enl,YG-ug-0 USA-FIaR*s20I4 -Section R4115.4.1 can Page I of 3 FFORM R405-201 4 MANDATORY REQUIREMENTS - (Continued) a R403,2.3 Building C8'ltl--(Mandatory).Building.firshung cavities hall not be us d as ducts or plenums ng fluids above 105'F(41'C) R403.3 Mechanical system piping Insulation(Mandatory). Mechanical stern piping capable Of-affirl or below 55*F(1 VC)shall be Insulated to I minimum Of R-3- R403.3.1 protection of piping insulation. shall be provided with an automatic or readily 1403.4 1 Circulating hot water systems(Mandatory). chOulating hot water systems -�I.manual switch that can turn off the hot-VAite,circulating pump when the system Is not In use. so...S, Storage-she heaters not equipped with Integral heat traps and having vertical pip.mars shall have R403 4 3 Hard train;(Mandatory). PS shell consist of either.Ochureichuly available heart tr.p or a located as lose a.possible head traps Instead on both the Inlet-and outlets External haute p9aftion line and cold water line downward and upward bend of at least 3 1/.mdhe.(89 MM)in the hotwater dis to the storage tank R407A Water harder efficiencies(Mandatory). R403.4.4.1 Storage water hismer temperature-Onto's S,,ka water heating systems sh,fl be equipped with automatic tamp...lure controls R403 4.4.1.1 Automatic controls. th hi h at acceptable temperature setting.for the intended Use.The minimum capailibe of adjustment from the lowest W a 9 a temperature setting range shall be form i 00-F to 140-F(3WC to 60-0) bloi h.11 1.provided to permit the power supplied a 5 Or d c"Ou"Ina w"'or a clearly me a"be pmv'd R4 44 2 h it n As at is sh vided to Perna the energy supplied to the main lbormbr(s) 'a be par to '18 a off ow 0 A 8" vo 0' '68 S, U'syster"s to turned off , so'ems 'a turned 0,0 of c add "ail of'a"_water hand" 8 t 1 0 combo d naid.mitai units shelf meet the minimum efficiencies Of q.1 . Water he"Ung int.1puram net.11.n Cc C in 0 0 Yale-she R403 4 4 2 We he tl.g-f pm he L 8"Idling od..E ring" 0 Commercial Proyal-all,for the type of equipment Installed. C p f all satisfy all stated requirements for ins appropratai water Table 4 he 4 0 F 6 is conalum a'44 2 'P_ 'In W Or far aid g inan".n.as P. 0 ral S.""a R40 Equ nt used "Id.h n has shall ma,the units 0 did , So water he , 6.1 for a head a far do- c,hot water Production am rated by the annual solar innargY go S r water he. ng eye f me a arm , Florida Sulfur Energy Center Directory Of R 4 of .system ime,he'., lned from the is 0'0"'.ey I.. Thu Oh.,smarty . or of , W 1. _,d.._ iso Standard 9806 Test Methods for Solar Collectors. ,.,Iftef Sol.,6" me S.I., jecon.she"be as C , d at. 8 -r .m.,tic f-tot Water System and droponent Tsai PmtOcOI,6.ii,.to.in installed solar water .a S C, c. V M Tkf�, d" I , d R 'S hda 11"0 . so. heating systems should meet the foll"Ing or rot: 1 Be installed with.fit ON[,th,avanin jo degrees and 40 degrees of the horizontal;and I 1.1n.t.l�dat.norienWtionwIthin45degrw.oft�ss-�th- issue the requirements of the R403.6 Mechanical ventilation(Mandatory). -the building.1mil be provided withventilation that n nived mans of ventilation, mg Code Mechanical,as applicable,Or with other app ,,,Me Building Coce'Residential or Florida Build . outdoor air ln,.k,,and ehoust- hall he,-autOm it.or g�avfty damper.that Ojos.when the ventilation system 1,not Operating R40Y H-sting and cooling equipment(Mandatory). The follovAng sections are'numdatoy for C000119 and heading equipment. d in accordance,with ACCA M.M,al S based on the R40361Equip.ent-Whig- i'leating,and cooling equipment shall be shae 1,,I,ti.n methOdOlOgIss, rm with ACCA Manual J or.11ver approved hearing and o.big ca equipment load.calculated In aoccrdhairml d,nnathm of me building.Th.manufacture, ad model number of the outdoor and its Ins n O'd a at oes"' uu"u' factors 'ddoug depeo' or Other to ly nd lots inu "s apens n "al ventilation no 'a 'd nb dIn d h it'a h ran I total cooling capacities at the design condition. a a full a I along an ' a as rovslons'o' , , coren :.bad Th 0,a, , as, d ca,In 'm han a off. " n ow des ner a 'a is om�'—.led by 0 m "a"'I a'to a sag'a sulvr"� I.d ou d h t age 0 2 us us . In. "'con on p 0 1.' 'a I I tly"." .11 d". n Be a R3 S tam. 1.9 da do w ff ct u of 0 room art y c�is hot 'ban the hl h" - q 'pm In - "d b Ih a.'. Mon". ty I of it ad that told_P. d In ini adiud'it an an " hig IP I hall be as. . , h do dwas as a on as at. . .1 hum, 0 on . u _an daudohda acco . ' R40, Ogn , , ...ty i, ." red.,th'n in.und ad I d rd po-din han O.P. ty of the de..". is,I..I of of Mo.than 'Im. 'by, . a f courae.product I .a The comes n Shidgmi,d,to, or,d b n �iul his provided h an. 3 h .1 ....0 is in. t In. - adit chou led n d equipment shelf not be ... Page 2 of 3 813112016 2:25 PM En.,YG-ug-0 USA-FI.R..2014 -Sedlon Ri CM -------- -- FORM R405-2014 REQUIREMENTS (COntinued) MANDATORY )r AHRI total Capacity I'a nominal.rating-test value and ty (continued) The Published Value ft 1,unly equipment-This Fx R403 6 11 cooling equipment capach 'rudeduM.ev,.nded performance date shall be Old to Select odIr U S y untionku-caboof"th" shall c&umdk.r.qujpmentSSMg-W ly.quipm..L This..laction.1hall be based on the outdoord.sign dr I ad poalbrorce data. c -XP2r'd Selection Snell be Used to-01-d OcOlug-on we for .ku-,.unm equipment).the blower cfM provided by the load cal,l,tl.n(Or entering water temporal nature and the design value for entering dry bulb temperature. load the d.slg,value to,entering wet bulb tempo Ilb temperature Shall be for the Indoor dy bulb and relative humidity used for in Design values he entering wet both and du b side gains H the return dud(-)is installed In an unconditioned$pace micul'tion and Shelf be adjusted for return E,ceptl.n.: nity residential equipment 51ZIng may be Selected so that its cooling capacity is j---g-n the Attached single-and Willer but not less than 80 percent.1 mat load, calculated took enable load ad Single-and multi-family unit.,the UP-chy of 2. yvion 11,11 Send-"Id by a FlOoda.rognstemd engineer,In tt.cb equipment may be sized in accordance with good design practim R403.6.1.214ontIng equipment capacity 0, a calculated according to Section Hed Pumps Sizing bell be based on the cooling requirermn than the design coding load. • R403 6'1'Z i Heat Pumps capacity shall not be mom than l.i 5 time.weaker R403.6.1.1 and me heat PUMP total ocullng Electric resistance furnaces shall be slmd ]the,4 kyy of the design R403.6.11.2.2 Electric m.huarme furnaces. • uphooments calculated acccmng to the muceduce selected In Section R403.6.1. vilth natural draft atmospheric Owners • R403 6 12 3 Fossil fool heating equipment The capacity of fossil fuel heating equipment shall''0-t*b'.'loss than the design load calculated In accordance with Section R403 5-1- exca..coding or Making equipment mpgcky on an R403.6.11-3 Een,capacity required for Special Residence-requiring n nimled to Intairouttent best-.Such as anticipated addheral load. used by Major entertainment"- U,shelf have equipment sized or co .1 the fellowing option.: prevent continuous Spam cooling or heating within Mat Spam by One Or MOM or heading to the major entertainment am A Separate coding or heating system is utilized to provide coding ad pencils is ini 2� A variable capacity System sized(of optimum Perreance during be.*10 - systems serving multiple dwelling Unit, h.11 comply with Sections R403.7 System.serving multiple dwelling Units(Mandatory) C403 and C404 Of me c.mmemlal provision.In lieu of Section R403. supplied through nSIY service to the building.shail R03.8 Snow mult.y.,,m...trols(MandallOrY) Snow and im-meldno Systems. to,,I.above 55'F,and no precipitation is failing nds capable of hutfing off�,system hen the pavement tenclu' ',,"'a Z02'ec con' off when the outdoor temperature Is above 4W F. and an term --Imanualcontrottlird-ill-IlOwsind portable spas(Mandatory). The energy requirements for residential perds and -15.The energy 13 R403-9 Swimming Pool,hignuund P--and R403.9.1 through R403.9.3 and In accordance with ANSjlApSp inground spun,shall be as specified in Section. c.wlthANsj/APSP44. requirements fee portable Sipes-h-11 be in accord a readily-ocessibl'On-ff Switch"of I.mounted 0 R403.9.1 pool and spa treaters. All[,.Of beat.% bell he equipped with . ,We without adjusting the them let Setting. outside go heater to.$low shutting o"e he ed pool and Space heabour shall have a minimum 0,1 md ape Inistans. All 98-and oil-firs R403.11A I Gas and di-flivid p ApdII6 2013 when tested In accondoncewho ANSI Z 21.56. ..ici.n.yof82p.�ntf.rh.atel-Inanuftoturedonor.fter I dq,j a or LP gas shall not have continuously burning Pilot lights Pool lesions fired by natural gas udl have a minimum COP of 4.0 when tested In accordance R403 9 1.2 Heat PUMP Pool heaters Hoak Pulp pod hester-at lure A test report from an Independent laboratory Is I &ding Condhon,-Low Air Tempera I p,or.not required to meet this standard, win W�Rl 1160,7dou,2 Standard Ming Pon,US8 Won required to verify Procadure compliance.Geothermal serm I automadmily turn off and on hesters and pumps according t-a o R403.9.2 TIMO switches- Ture switches or other control method that cops and Motors that have built In throars shall be deemed in Preset schedule shelf be budelled on.11 heaters and PUMPS Heater.,pum compliance with this equipment Exceptions: ends require 2�11.vr M-MP OPI'd-n'- I. Mo.public hostel,$tand k-Mcovery pool heating system' 2. Where pumps am required to panel.Solar,and W..te-he, vapor-ruardant war on or 3. Who,PUMPS ana Powered auclusively from on-sho renew;his generation 0 R"393COv-M. Heated Swimming pools and logmund permanently Installed Pa. hall be equipped with a tm;W*St.r.,rwm or a liquid cover or other means prewar,to reduce best lose.ating from Sge.recovered energy,such as a heat pump or Escapdon, outdoor pod,deeming over 70 percent of the energy for he energy Source computed over an operating season. -In Permanently Installed lighting fixtures Sued be -1 the lamp lamps. f pamementlY installed Ightfing 'U'Pmam Miundabov). fixtures she,,cerium only high MmcY RR404 I I-Ightin OA Minimum of 75 Percent hlgn-S;mcY lamps Or-minimum of 76 percent L,w-vokage fighting shelf not be required to uti high-efficocy lamps' Exca,Otlon: I Systems shall not have Ml,Oomsly burning Pilot light. Jid R404.1.1 Lighting equipment(Mandatory!). Fuel gas lightinc unv-j0p, hall be insulated to a r.nininum,Of R-6 R40V �Srlomnancs ONLY. All rude not entirely inside the building thermal 0 of RA9.Who.single as"mby Of the"posed deck and boom type Of Pei On RIOS.,, perlo"an"ONLY. Ceilings Shelf have minimum hound W,mes,deck roolk,do not have ufficend spa..R-10 1.allowed. page 3 of 3 W31 Q01 6 225 PM En.rgyGauge(D USA-FIIR..2014 -Section P405.4-1 Corm FFORM R406-2014 TABLE 402.4.1.1 V/ AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Build.,Nam: TOI'B'thB"lhc p"I'd Nam: ovulations 2743 2 Bay Right NE peng offics: Atlantic Beach S IT68 M.dftm Oak Dr.(Lot We AS) permit Number. C�117I tera.7_1p: Allartic Beach,FL.32233 Jurisdiction: 26M0 Owner Toll Brothers.In.. Design Location: FL.dr,oks.I CHECK comPONENT CRITERI lop us It barrier shall be installed in the building an a Air barrier and thermal barrier A cornnuo . 9 continuous barrel. Eld,riorther Biennial cont ins Baled. Breaks or I Int,in I a air a her a all be a All-pernine Is Insulation a all not a used as a ,aling mat rial. The air barrier In any If ad caffin /so t shall be aligned with the Ce0i ing/atfic Insulation n any gap in the air antler shall be sealed. Amass 0 ent s,dro n stal or knee wall doors to unconditioned attic spacas shall be sealed. d the junction of the foundation comem and headers shall be insulated a Walls and 0,1 plate shall be sealed. r ,terior walis shall be sealed. The junction of the top plate and the top 0 Exterior thermal envelope'insulation for franned ,Its shall be installed In With the air barrier, substantial contact and continuous alignment .a shall be sealed. skylights and Windows. S lights and doors Thespil betIlenwindowidoorl,rintist and framing and framing shall be sealed. Rim'Olsts Rimlowt aminsuialed,ndincilideanalrbarder. d Is loom (inclu ngabov" M96 Insulation shall be installed to maintain permanent contact with un a ide of suloffoor decking. 'and cangleve 1100M) The air barder shall be installed at any exposed edge of Insulation. CMwI spa Walls Where provided in lieu of floor insulation,Insulation shall be permanently attached to the mwlsPacs wall"' Exposed earth in unvented crawl spews sh-all be covered with a Class I ,spot retarder vAth overlapping joints taped Shafts, pen tiors, Duct shafts.utility penetrations.and a shaft openings to exterior or unconditioned space shall be seal - Batts In, arm CI shall be cut 10 fit.or na ...Itles,shall be filled Narrow cavities by insulation that on Installation readily nforms to the available cavity a Sees. garage and conditioned spaces. All eating shall be provided between t Garage separation Recessed light fixtures installed in the building thermal envelope 111 00 Re�ssed fighting airtight IC rated and...ledtothe drnvell liarournawlillea—V------ nd wiring BattinsILIBI shall becutneatlytof available plumbing ,derior walls.or insulation that on installation readily conform to pace shall P and behind piping and wiring. It be insulated and the air Showeritub on exterior Wall Exterior"Its adjacent to showers and tubs She barrier installed separating them from the showers and tubs. El,otricaliphone box on The air bamer shall be installed behind electrical or communication boxes or all sealed boxes shall be Installed. HVAG register boots that penetrate building thermal envelI S—I HVAC gilster boots I n d""all An air harder I FireplacO asketed doors page I on 1 -jiEm� ft aal/2016 2:25 PM En.rgyG.uge@ USA-FI,R..2014 SectIO R`10514�1 Compliant Software FLORIDA ENERGY EFFICIENCY CODE FOR BU LDING CONSTRUCTION e Leakage Test Report Envelop Prescriptive and Performance Method ;go. Builder Namw. ToliSnitho"', "26 'a 1743 2 Bay Right ME permit office: Atlantic Beach project Me": '1'7=hs-mum.Oak D,(I-Ot I G9 AS) permit Nuadal Street. Absinth,Beach,rL,32233 Jurisdicklon: 26ING city,state ZIV Cond.volume: 24687 Go it Design Loca-tim: FL,j,c,,nv1Hg c.nd.Floor Area:: 2743 sqft KgrxLeakage Characteristics Envelope Leakage Test Results Regression Data: n:� R:� C: � ELA: sin ickormultipointTestR a OUSEPRESSURE FLOW EqLA7. ACH: ACH(60): SLA7 hog tic tested and verified a halhig an air 1,.�.g.rate Of act excagang 5 A,change-par hour R402 41.2 Testing, The building or dwelling unit a 3 through B.Testing shell be Conducted with a blower door at a pressure Of 0.2 h .,Par hour in climate zone. ,ad ffilrd party.A written report Of Me results of I a if be conducted by On RPP d at any Ilms after creation of.11 CA;ate 7_OW I and 2,3 air c -NI it by big Code official,testing sh,ad.afford -testing shall be P-00mr. Inches W-9.(50 pascals) Vithers mqu re M the test and prmided to the C test shall be idgred by I�.party conduct] penetrations of Me building thermal envelope nded gathefstripping or other During testing: it sto"doors shall be dowd.but not$.glad.beyond the ImO 1 a, , dass and doors fireplace an Wiffit 6 n n I easu 5; hail be.1 ..d,but not...led beyond Intended Infiltration In he, aReup air,baCkdfatt and flue dampers 6 2. in o,Jack I .:ghaus. 3.till do dwasu I lied at the 0 a of the task.shall be OP ,if segirms and host recalerY ventilators 5h,li be closed and sealed; 4. or minuous ventilation ey ad off,and it at the lure of the test.shall be arm 5. do and OIIng5ys ins""nstalle shall be fully pan. 6.Su and to rafts rs,IfIns llecfal�ekkmsofthkelas. ES ka where required by the cod,official. 0 - lify that the above envelope lea ge V 1 00 I hereby car testing shall be conducted by an V 3 results cleft-lonfuTgnei approved third party.A Wotten 0 ft"m jits or the teM Shall Pwao Flcian]ol Energy C;,d,requirements In report of the rest accordance with Section R402.4.1.2. be signed by the third party conducting the test and provided to SIGNATURE% the cocle official OD WB PRINTED NAME: BUILDING oFFICIAL: DATE: DATE'. page i of i as USA-FIaRgs2014 -Section R405.4.1 �-Pft-gt S-log"s otU2016 2:25 PM EnergyGoug J.b: Data: OW011117% Project summary By: Stephen Barber Entire House McGowan's Heating &Air Conditioning, Inc. ,50 CWhirs Pned. =73 Ph.:�,"11 F.DA-27"M LLUS For. St.,,Marten.Toll Bmithens.Inc. 16o Cape May All.,Ponte Vedra,Fl 32081 Phone:(904)217-0739 Fax-(904)814-8173 Wab: ,,n,r,tollbrothers.com Email:smerten@tollbrothersinc.mm Notes: The Anastasia Weather: Jacksonville NAS. FL.us Summer Design Conditions Winter Design Conditions 99 'F 32 *F outside d1b 75 'F outside db 70 :F Inside db 24 -F inside db 38 F Design TD M Design TD Daily range 50 % Relative humidify 61 grAb Moisture difference Sensible Cooling Equipment Load Sizing Heating Summary 22572 Stuh 27021 Muth Structure 5220 Btuh structure 4120 Btuh Ducts ant(0 cfm) 0 Btuh Ducts 0 Btuh Central v 0 Stub Central vent(0 cfm) 0 Btuh Bloaher Humidification 0 Btuh y Piping 3`154o Btuh Use manufacturees data 1.00 Equipment load Ratelswing multiplier 0 tuh Infiltration Equipment sensible load Simplified Latent Cooling Equipment L-Ohau Sizing Method Average 3925 Btuh Construction quality 0 Structure 916 Btuh Fireplaces Ducts 0 Ab,h mral ve[n=tO�cfrn' d �S&tl Btu�� n? C II C a nlpm'ev 001 q He2'7ti4 27V E in Area(0 24737 24737 &741 Btli� Volume(IF) 0.32 0.16 Eggjalbsaic 3.5 ton Air chanV;a/hour 132 66 Req.total capacity at 0.70 SHR Equiv.A (cf.) Cooling Equipment Summary Heating Equipment Summary Make Carrier Make Carrier Trade CH14NBO42 Trade Cond Model CH14NB042 Coil FB4CNP042 AHRi ref AHRI ref 11.5 EER.14 SEER 8.2 HSPF Efficiency 28700 Btuh Sensible cooling 12 Efficiency 10 Btuh Heating input 39500 Btuh@47'F Latent WOilng 4 Btuh Heating output Total cooling 1225 cfM 29 'F Actual air flovf 0.044 cfm/Btuh Temperature rise 1226 cfm Actual air flov, 0.039 cim/lAuh Air flov,factor 0.50 in H20 Air flow factor 0.50 in H20 Static pressure 0.85 Static pressure Load sensible heat ratio Space thermostat Capacity balance point�27 F Backup: W 0 tput--30791 Stull, JOO AFUE Input=9 k , u Calculations!approved by ACCA to set all requirements of Manual J Sth Ed Vjg�g-31 12:N:41 page I AM I'mudi iireh�,�W—e ma Were igaea.9 CW.=MJB F=1DhhefgPea.NF First Floor 16,16 Y F. 4- a a. rFa ".a a UO� F � h3 I 12 b04 4, 14�. a. a.x-10�m Ka,1— is. 12XB 7 8x4 V x .4 Ha i R�rWM 3 1� OV 10 3-F- I Dr., 12- i2 11 12 1.. Job#: McGowan's Heating &Air Conditioning Scale. 1 . 124 Page i Performed by Stephen Barber for: u g 4850 Collins Road comfort BUgder by Mighteoft sta�.Marsh orange Park,F1 32073 17 0 08 RSUI 2270 T 1,0 Ce,,Ms,AVe g 1 , pora,Vacha.R 32081 Ph.:904-278-0339 F.904-278-0366 201&Aug-31 P i,30003 pho�a:(904)2W-0739 F. (9")81"173 k.Y@-Pgoaaera.,�.� A�a�t.a.2716 g ht 1_.. �Wflbrotherscom J.1b: McGowatill's Manual S Compliance Report Date: W,r,�A, Entire House By: Stephen Barber cend,L;�', McGowan's Heating & Air Conditioning� Inc- 11 Wfire�d.O.-ge Pa�.R 32073 Phaa�:�V�tg r—�27�rO66 Erail. For: Steve Marten Toll Brothers,Inc. i6o Cape Ma�Ave Ponte Vedra. Fi 32081 Phone:(904)2`17-6b9 Fax (904)814-8`173 Web:vvyw,.t.IIbrothers.wm Email:smerten@tolibrothersine.mm Design Conditions Btuh 11� Entering wil DB: 76.9rF Outdoor design DB* 99.2-F Sensible gain: 29700 6041 Btuh Entering coil WB: 62.9'F Outdoor design WB: 80.2-F Latent gain: Btuh L'� Indoor design DB: 75.0'F Total gain: 35741 Indoor RH: 50% Estimated airnw: 1225 din Manufacturees Performance Data at Actual Design Conditions Equipment type' Split ASHP Model: CH14NBO42*FB4CNP042 Manufacturer Carrier Actual ainflavy 1225 cfm Sensible capacity 30459 Eftuh J()30lo of load Latent capacity* 6130 Bluth 101%of load Total capacity: 36589 Btuh lor/.ofload SHR: 83% 11 Design Conditions Heat loss: 31540 Btuh Entering coil DB: 69�61` Outdoor design DB: 31.7-F Indoor design DB: 70.0*F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Model: CH14NBO42*FB4CNP042 Manufacturer Carrier Actual airflov, 1225 clot capacity balance: 27 *F output capacity 31990 Btuh 101%of load Economic balance: -99 -F Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Model: Manufacturer. Actual airn": V25 cfm of load Temp.rise: 45 'F output capacity. 9.0 kW 989% Meets are all requirements of ACCA Manual S. Wj&�3112:W:41 Pate I WrightsoW co~uumer by yye,�Soft 17.0 N RSUI 2270 x5k ea,,Hrahers�aaasla 2716 Rghl 1 ,,,.,,p C81,Mua fmntoa�rwces:NE Job: Wcowan Duct System summary Date: By: Sorption Barber Entire House & Air Conditioning, Inc. McGowan's Heating in Prr� 9 32073 Prune:90ul-278�30 Fai gd,,11"365 Earent "ve 4850 Guare Road.Oran, I I I I I I I I I I I I I I�I I��I ff ur.=M r.TME-11 4 1 111110110ae For: slave Merten,Toll Brothers,Inc 160 Cape May Ave Ponts Vedra.Fl 320BI Phone:(904)217Z39 Fax:(904)814-8173 Web:vidivivi.tollbrothem.com Email:snlartend@tollbrothersinc.corn Cooling Heating 0.50 in H20 0.50 in H20 0.11 in H20 External static pressure 0.11 in H20 0.39 in H20 Pressure losses 0.39 in H20 A,,Il,ble static pressure 0.234 0,156 in H20 0.234 0 156 in H20 0,082 in?'100ft Supply/return available pressure 0.082 in1100ft 1225 cfm Loviest friction rate 1225 Olin Actual air flovd, 474 it Total effective length CTEL) Me M. :jFM-621 Pli� U Actual Ftg.Eqv Design Htg Clg mat Ln Olt Ln(ft) i wnK Name (Btuh) (Crfln) form) 15.5 145.0 sit earn 2 h 286 11 10 0.146 4.0 Wx 19.5 140.0 511 leduroarn 3 h 2222 87 77 0.147 7.0 \AFX 49.8 185.0 st3 sni.idrig h 2940 116 70 oA00 VlFx 35.7 150.0 W Dining h 2404 95 94 0.126 VlFx 29.6 150.0 S2 FaBr In 1683 66 55 0.130 VlFir 48.8 225.0 st4 Guinan. c 2832 62 125 0.086 Vil X 32.3 185 0 s13 2832 62 126 0108 8.0 GO st2 eu�ddRoxn-A c lot 0.122 7.0 ox 0 V1Fx 425 146.0 sit 0 xxoned, c 23 1 3 0147 5��O OX0 vr'x 14A 225.0 stit c 9 18 42 0' 0`0 MFx 59.5 2 1 0 84 0082 6.0 52.5 230.0 alit raged h 3 8 0082 0 oxo VIR 145.0 st2 ggra:`"a 11 14647 O�'04873 8�00 oxo VlFX 37.5 InVealenno-A h 4 5 .083 h 10 7 0.128 4.. 150.0 st2 prod', 1`16 0.130 T 0,() VlFX 29.8 Serdy h 3 140 0,0 VlFx 35.5 185.0 st3 2 3 0.106 4.. 185.0 st3 ted,3 c 0.104 6.. GO V[Fx 40.0 W 4 c 1 55 59 ox \AFx 56.9 225.0 st4 hana h 7 29 26 0.0113 4.. ox 0 MFx 48.0 225.0 st4 2 3 0.086 4.. 0 s13 led c 7 oxo vWx 36.0 185.0 .at h 1615 64 57 0 file 6. st4 c 41 1 2 0.082 4.. ox0 VlFX 59.0 225.0 ,gla.Me-al 12:5g:41 gag.I + wrightsoft' candurt Builder ov Migraine 17�0,011 RSU12270 'i'viringen"J'Bug"I.R.P cwc=mja Fundograrovall Htg Cig Diam HxW Duct (dm) (dm) (in) (in) Material Trunk 412 407 120 0 x 0 VlnlFlx st3 1�.O 0 � 0 ViniFix all 710 722 60 0 x 0 VmIFlx 827 851 1 jo 0 x o VinIFIx 398 374 1 Veloc Diarn HxW Stud/Joist Duct Grill Htg Clg (fpm) (i n) Ci n) opening(in) Mad Trunk Name Size(it (dm) (dm) Ox 304 2 2114 14.0 Ox 0 VlFx rt2 rb5 683 8.0 Ox 0 VlFx rt2 r"bB OK 226 2 440 8.0 Ox 0 VIFx rtl rb3 Ox 134 15 665 9.0 Ox rh4 Ox rbl OX0 Htg Clg Veioc Diam HxW Duct (dM) (dm) (in) (in) Material 160 0 x 0 VinIFIx 530 481 18.0 0 x 0 \AnlFlx 931 977 12:N 41 wrightsoft' Cmrod BWId�by Mghtsbft 17 D M RSUI 2270 _M,00 qmber��asl.2716 Rgbl 1�W CMc�MJ8 FMM DOff fa— NE OFFICE cop"' BCS1 4SZ7 JP HALL BLVD. B."s 20. GRai,N COVE SPRINGS, FL 32043 0: 904.297.9390 —F� 904.529.1 406 BEARING HEISHTS _7 10,-1 1 /6" 0 r D, P lz'-1 1 /a" THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. Thesetru es.radesignecas individual buifiding components to be incorporated into the building design at the specification of the building designer.Sea individual design shoots for each russ design ldentlW on the placement drawing.The building as l) designer Is responsible for temporary and permanent bracing of the mof and floor system and for the Overall -7 -F smuctiue.The design of the Iniss support structure including readers, passfirs,walls,and columns is the -F responsibility of the building designer. For general guidance regarding bracing.consult'Bracling of Wood! -F S. j,� Tru sea'available from me Tmss Plate Ins2te,583 D'Onifflo Drive; Madiso J26 W1 53179. n, ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field tru as. Unless noted othe=m,all beams am ?CEj.INK3 LIW AG by others. L in ..Vl...N A'. Hi CHECKED BY ocuo./i 5 CLIENT TOLL BROTHERS J. Su5nIVISION ATI-A.L. ..A.. 10W MIUI G MODEL ANASTASIA L.C. ..I..L. LOT # DRCA"JRBY— DATE VY(3 UT 109 OS/30/2016 S I 0=0 W E1111 Y� WIN 1 YCM ING lU4 CEIL NG it j56 iii III H! I---------- 7-6 1802 00 FIRST FLOOR SCALE: IN Lumber design values are in accordance with ANSIfTPI 1 section 6.3 wig These truss designs rely on lumber values established by others. MiTeko RE: 10942TOA - MiTek USA, Inc. Site Information: 6904 Parke East Blvd, Customer Info: Toll Brothers Project Name: Model: Anastasia Tampa,FL 33610-4115 Lot(Block: 109 Subdivision: Atlantic Beach Address: 1768 Marilime Oak Dr City: N/A State: FL Name Address and License*of Structural Engineer of Record, If there Is one,for the building. Name: Lou Pontigo Licenseitf: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria& Design Loads(individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Spused: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 47 individual,dated Truss Design Drawings and 0 Additional Drawings. With my sea] affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date i T9388141 HJ06 8131/16 23 T9388163 PB05 8/31/16 2 T9388142 HJ16 8/31/16 24 T9388164 Tot 8/31/16 3 T9388143 HJ26 8/31116 25 T9388165 T02 8/31/16 4 T9388144 J01 8/31/16 26 T9388166 T03 8131/16 5 T9388145 J03 8/31/16 27 T9388167 T04 8/31/16 6 T9388146 J05 8/31/16 28 T9388168 T07 8131/16 7 T9388147 J06 a/31/16 29 T9388169 T08 Mille 8 T9388148 At 8/31/16 30 T9388170 T09 a131/18 9 T9388149 J13 a/31/16 31 T9388171 T10 8/31116 10 T9388150 J15 a/31/16 32 T9388172 T11 8431/16 I I T9388151 J16 MI/16 33 T9388173 T12 8/31/16 12 T9388152 J21 8/31116 34 T9388174 T13 Willa 13 T9388153 J23 a/31/16 35 T9388175 T14 8f3l/16 14 T9388154 J25 a/31/16 36 T9388176 T15 8/3 1/1 Q 15 T9388155 J26 8/31/12 U T9388177 T16 —IN116 16 T9388156 J36 Mill , T9388178 T17 116 17 T9388157 J46 W1/16 39 T9388179 T18 8/31/16 18 T9388158 J56 8/31116 40 T9398180 T19 8/31/16 is r9se8159 PErol 8/31116 41 T9388181 'T20 8/31/16 20 T9388160 PB02 8/31/16 42 T9368182 T21 8/31/16 21 T9388161 PEI03 8/31/16 43 T9388183 T22 8/31/16 22 T9388162 PBO4 8/31/16 44 T9388184 T23 8/31/16 The truss dravving(s)mlerenced above have been prepared by MiTek %0 OUIN V, USA,Inc.under my direct supervision based on the parameters -'\'G E N provided by Building Component Supply. Truss Design Engineer's Name: Velez, Joaquin o 68182 My license renewal date for the state of Florida is February 28,20IT STATE OF IMPORTANT NOTE: The we on thew truss component designs is a certification that the engineer named is licensed in the jursdiction(s)identilied and Met me designscornplywithMSI/TP11. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to Walk. My project specific information included is for MiTek's customens 11111141 file reference purpose only,and was not taken into account in Me preparation Of a,v;.lrvftKhWAoV these designs. MlTek has not independently verified the applicability of the design Minkulski..11-0,166H parameters or the designs for any particular building, Before use,the building designer should verify applicability of design parameters and properly incorporate these designs 13,111K into the ovenall building design per ANSLTPI 1,Charter 2. August 31,2016 Velez,Joaquin . Iof2 RE: 10942TOA- Site Information: Customer Info: Toll Brothers Project Name: Model: Anastasia Lot/Block: 109 Subdivision: Atlantic Beach Address: 1768 Maritime Oak Dr City: N/A State: FL No. Seat# Truss Name Date 45 T9388185 V01 8131/16 46 T9388186 V02 a'31/16 47 T9388187 V03 8/31/16 OFFICE COPY 2of`2 Job Refs..to TM8141 T HIP GISLER ply Chy"' crown,uompron hoop, Isecadn's.,11 8.Nu a ft zui3Om raft nor induarms,Inc. Wed AM9 31 Dili 2DI6 Page I -11010 4 2-9 I IMI. WILED 4 done-1 WALIED I I WILED WILED WILED 4,9611172-2 WILED W� 3 WrILED WILED I a 2 j "a a 9 12 1, WILED WILED W-6 W 11 WLED VUUDD NALED WILED MAA 4:2N I LoAnigin SPACING, 2�0 C9L DE1R_ 1. 0.) WWI I-k! Pi GRIP TCU_ 20.0 pass Grp DOT 1.25 TG 0.57 Voi �Lgft 7 �334 M 2wHaft TCDL 10.0 ILL, ED 0�61 Veft(rL) 4.51 17 �186 180 BCLL 0.0 Be WB ILSE Hoi 4.49 4 ph, we WOW: 10 Ib FT=20% BCDL 10.D C, �.ms LUMBER- BRACING, TOP CHORD 2x4 SO Nei TOPCHORD SIftwtpIW WOOD!archon,throes,.phishi Pe post. BOT CHORD WSPNol BOT CHORD Rigid wiling dimay applied!or 10-0-0 oc Ifteeng. WEBS a4SP No3 REACTIONS. iflefti,m) Wro,Hi Pei 8) �Ul�ift4=74(�5),�41(LOB),�-171(LC8) WxGmv4-215(LOl),�169(LC3),�27(LC28I FORCES, 11b)-Man.Com,ftfax,Ter.-All forces 250(lb)orleas, .wo[When.h... WEBS 2-a=-269/166 Ni 1)Wind ASCE7-10;Vult=130.lh(3-1scand .t)Virsod-101onpir;TCDI-5ftieff;BCDIL-5.0ost;lft�25ft;B-45ft;L-4?4ft;Whi Cat. 11;EV 8;Encl,Gi MFRS(directional and wrincad left and right sidewise;Lumber ML=I.W plate g,COL=1 60 2)This thais has been resigned for a 10�O Palf botser chord hire load nonconwrient Wth aftrofther this leads. 3)-This show has Done,designed for a Ime lead of 20,0pal on the boi chord in all ance,Where a rectangle�-O tell by 2�Woe Wit fit beracen the pettorm chord andl any other members. 4)HOW to gwafts)for Ime,to truse,conneaftone. 5)Provide onectrancal connewi(by Oti Of them to Learn,Page capable,of Wthiftandin,100 to uplift at joint(s)4,5 except OWID) 8�171. 6)'NAILED'Inalwass,3-1 W(0.1481 or 2-12d(0.148�25')tomrsols.For more demig refer to MIT"'s ST-TOENAIL Dargall. 7)Jr,the LOAD CASE(S)sector, cafts,appmdl to the face of Me tracer am notsol as,front IF,or bact,(B), LOAD CASE(S) Stardiftel 1)Dead+Reef Urm(Mi Lumter Immaf Plate Immase-I.25 Unifforof Leads JIDIM Van: 51 Concendr.ted,Leader di Vert:7,6(!F�,B=3)I 0=86(F-43,B�ft 11-55(F-27.B-27)1�41(F=21,B--21) A. Degan cusi r.-1, 1- hadirc t,-1 ofrnoo�� I M, 'le hofti 000ne, 6-4.-E- I losah,......�.krffnsollan "a FL M10 Three my TDA HIP MADER ...... aVIV6W2UioUIbMt1Vrjmatrml Wild"3106tU.412016 Pqi -140-10 2�j jaa 1 lians g7 MILED 4 Scrale.1:203 hell-ED '10 a 4.9l2 MILED NAILED 9 3 ae, 2 12 13 6 NAILED 7 HAILIED NNI-ED tM=, NAILED W- "L-En MILED Me A'a 85.1 111-a LOADING OZ� INPACING, 2� C8L DERL In 0.) Ifolall I-Al ES GRIP T� 2 Phim np OL ;.25 To 0 S' Ved"'I' 'a"S 11-7 >999 240 1 2W19D TCDL 1 1-umber D01- 25 Bc . Val -0 12 6-7 IM 1 w BOLL Rap St.1. NO WS 0.13 Hand(m) -g.01 4 We we BCDIL 1 Coder FBC2014�P12007 Mai Weight"It, FT=fl)%6 P"T LUll BRACING, TOPCHORD gas Sl�No.2 TOPCHORD Setwhim!Mood.1malhim,dra,hr Ii,ileal a,�oc puffles. BOTCHORD Sea SP No.2 BOTCHORD Rigid oefli,onedly ii,ni or 6�O o.b.l,. WEEIS 2x4SP No.3 REACTIONS. (INsIod) 4 �iirhhmlca,5:i-2�1hanics,7=974,0 5 8 MaxH.7=IU(LCB) liflax Uplift 4=--I08(LC 0).5-n(LC 1),7-296(LC 8) News G.�-200(_G 1).5:il 17(LC 3),7=974(LC 1) FORCES. [b)-Max.ComfhAilax.Tel-All Ideal 0b)orlems,Worenoteitherishown, TOP CHORD 2-3-1904104 GOT CHORD 6�7� WEBS 3-0::INM1.la-7-5116214,2�-35tt?415 lfle� 1)Wind ASCE 7-1(k,Vulw Manor(3 second gual Vadi 01 mph;TCDL=5.DMf,�Dl_-�Zpsf;1,25ft;B=4511;I-24ft;.::4h;Ca. 11;Ev B;End,GCpI-0.18;MFRS(dimclionset urentilmner 10 exposed;ev,vortli,a]lideft and right ionrosed;Lonther Di plate gm,DOL-1.60 2)This thms hass been designed for a 10.0 pf looffican drool Ike load hommixament veth"other live load . 3)-This med,has paser designed for a this load of 20.0pal on the Worm Aoid in all seem,val.ram"l."�tall b,2"Md. affi fit ite.Me loofform rhord it.,.ftr marital 4) Refertoginder(etor triestatimaroormactions, 5)Pmi�me�mi��ion(by�m)oft�to�adngplaW�NsofWt�tandinglWlb�liftatjolnt(.)Sm�tat-�b) 41=106,7:4!98� 8)'NAILED'findoates,�IW(0.148'ff)or2-12d(0.148',rzt.2Y)toe-mult For mom diftele,romer to MiTelf's ST-TOENAIL Detal. 7)In Me LOAD CASE(S)scandal loads appled W Me fors,of the mass am notedl as Mont(F)or be"(B), LOAD CASE(S) Standard 1)Dead+Roof I-Ne Malarmood):Winimir Incieverm=1.25.Plate Inchiseli.25 Unit.."ad.(,IM Vem 5-8�20 Com,imtrated Lairds Ifib) Van:l0=--80MI B--40)11-245(F-I 23,B-I 23)12=1(F=l.Gil)13=49(F-24,B-24) ses.-wror,mi,,, _,i eavempaps.mer ma.,dome 1.1ilar. ni,san.Int—.,�.1l.--ron,.mirin, xx—r-m—,..r�1- "..Ie", —,,-1 ..�.so.mo,.hrAvnu ;xr,ix "did"novern MiTek irtrune,del hrmmd-F-. ivietingthen saidift one Soon luesm,�,m 1-F" silent. I—ame himirre.218 N. 314��VAMIA. T". ,lob Three T.Type fly 109,11,210A DOE DIA�HIPGIRDFR I TM8143 Suits,C..'aw S,*. JaCkOftille,H 3�66 Job Reference(opiroaft F,—m tumer...."ar, W.a.9 31 daLM:42 2016 Pepsi I D&I-xGlanCrISIRZONeWilh,W61ta-ZO)(pirf,NIb1I-MGSleONIeC9pTOKQbmWMPlHONuB I le-lo 1:2 9 a E'l 1-1.in T7.-. I WILED 4 Scs-I 3SO WILED 4.95 eAKED 10 2< 12 WILED W� a WILED MILED w 2 ju FIT n 11 7 12 .8 1 NAILED 14 5 NAIED WILED WILEDO"' WILED V2 S LOMNM f; One) I'dat Lfil PI-ATIES GW TCIU- Tc�!` Mel =iLL-) 0. 7-0 M 2,10 MT20 2WIN wz=,DOL TCDIL 1 jun, 30 0.41 VGM(rL) -0.00 G-7 >96r) ISO SCILL Far WB OW Horz(11) -0.00 4 We we BCDL I C. mat'le,ims Weight:SO lift FT=20% UUNIBER. BRACING, TOPCHORD 2x4 SP ND2 TOPCHORD StruMmul Wrool sheathin,cluxtry pleaded or 6-0-0 purins, BOTCHORD fhat So ND2 metal and veftec,als, WEBS 5M4 SP NO3 BOTCHORD Ri,id Ofli,O.tly wipludl or IMMO praxi,. REACTIONS. (flobla Iv1axHoRl8=I74MCB) 10so,Uplift 8�334(I-C 8),4-101(I-G 8). 6) Max 0.8-185(LIC 30), 1),�-306(10 28) FORCES. din-Matc.CorI Ten.-All knew 250(lb)others bevept Man shosaft. TOP CHORD 2-0-427�&S 2-3-35EV193 BOTCHORD &7-23=93 WEBS 3fi-3966312,2-7-1871390 NOTIES' 1)Wind:ASCE 7-10,,V.11,13(draph(3-s.ond gust)Va.m=101ft,ph;TODL-5 Opt;BCDI--5.Opd1;m2Sft;B-s5ft;L=2411�ersam-ut,Oat, fi:END 0;E.L. MFRS(dinuctionai);and varnmej 10 and rlght exubeed;Lumper DOI--lBO Pursue are DOI--l.60 2)This those has been designed for a 1 DO psf thotforn choul live load nonoomurnam Wth any other five kmcls� 3)-ThIs truse has been designed!for a live lead of 20.OpV on the bottom chood!in of areas Mara a rectangle 3�0 Oil by 2�Mass alf fit betayeaft the Whom croull and any other Members. 4)Refor to gincer(s)for room to twer,connerform, 5)Pnovrdla ornmedon(by othem)of tons to bourn,;plate capture of wiffetarcin,red to uplift at jont(s)exoset OWL) �,4=1 01.�-1 ED 6)'NAILED'universe 3-1 Oul(D. or 2 12d(OAQW.25-)towmaig.For more rebels Offer to WJmk's ST TOENAIL Dwall. 7)In Me LOAD CASE(S)awbon.foards applied to the two Of the arms am raderal W front(F)or back(B). LOAD CASIE(S) Standard 1)Dead+Real Use(Imarroad):Wauter InchurnI.25,Plate Increase-1.25 Uniform Loads hurt Van 1 2-�,2�4XI,5 8-20 Concentrated roads(0) Vert 7-1(F-1,B-1)9�(F--O.B--46)10-82(F=41. 3=41)12�47(F�23,B,23) A avamaavd-smbrf�l.�a&ldaralaa. lasse'",a.We ..'andimurn.l.� WOW �904.�F-m,l Oevtrvet.s'Z�.�.'D�u�' T.,IL.1. cas Theas TM OV CORNER JADK 2 a janderammus"."T�oa send 9 APT Ar 2016 Mi I ar IMMMS.IM Wed Aug 3108:3,1:43 2016 Pap 1 ID:dn�l"��Z�IgJzW6wlOplVg��Erqf��aDSHolO�TyiNuA 1�0 NONE, Acres-110.6 3 7.00T2- W 11 2 4 FMD�VINT SPA---- 2� C31. DER- In Pop) Net! LAI PI-ATES (BRIN, TCLL 200 Rate .'DOL 1,25 TC OA4 viet(u-) 0.yo 5 'm 240 �D 2,wNchlo TODL 100 UumbarDOL 1,25 SO 0.03 Verl 0�w 6 sm 190 BCU- 0.0 Rep S ress fincr YES WE 000 Horz(TL) -0,00 3 We We BCDL 10.0 Coal tFBC2014ffpl2W7 Wtdx-MS Weight:6 Ift 17=� UUMBER- BRACIING- TOP CHORD 2Sul SP No.2 TOPCHORD StVp,tuVJ worse sheathing dreets,applied!or 0 l(Y15 co pufflorf, BOT CHORD 2,4SP No.2 e..w arse s."rear. WEBS 20 SP No.3 BOTCHORD Rigid colling directly Applied or I�0-0 ce leading, RIEAJCMONS. (knegice) 4=12,rIpfuohanucal Nun,Hon, 5=68(LC 12) Wa,Uplift 5=59(LC 12),3-�(LC 1).�-13(LC 12) Wo,G.�-206(!-C 1),�16(!-C 12),�10(!-C 10) FORCES. (1b) Max.Comp-dplai Tarr-All forces 250(lb)or lears spend wher shown NOTES� 1)Wind ASCE 7 10;Vtuft=l�ph(�saoond gust)Vesd=1 01 mph;TCDt--5.0qpst,BCDL=5.0iftaf;ft=�51E"51t;�411;ancri Cat. I;EV B;Encl,GGp".18;MFRS(dilrectift")and 0 C lederorh?)was;call vertical left and right eVorace;C C for meaft,ces and fames&MFRS for reactions shman;WmIcer DOL=I.W pate him DOI--1�W 2)The tnuss has been designed!for a 1 C0 psf tollorm chord Ne load noncerefurrand Win any other Im loards. 3)-TbIs thws has been designed for a hya)and of 20Cpdf orn me beflorm chod!In AD areas where a recungle 3�Ul by 2�wide will It b.mareft the bell.chord and any Me,maniacs. 4)Repar to girders)for those to truss connectors. 5)Priwas,reschanicso comeaft..(by others)of I was to tsed W plate capere of wifthstanding 1 N to ougift at jd mag 5,3.4. --ye, Va'IA`Vr0""n"-cn'�o—"row 5 Idl .10 1—�~1,.on,, I— 1 1.1 tha Isaac—.1 N I.ont'ahum,I cleann par—le.aco uI k,c�mfe Ich desen 1...-'r I If.PV—1 osAard...are,�annox.. nl I....... MiTek socausand-omYced-ourecia—='nona"and'��', seam,irwoVaII,h Haps..2NI..Lee.1 Ac,V�WI s� Tl,� 1� 1.11 These These yes I CRY Ply 101i J03 CORNER JACK 2 T9351,145 Job Reference(oplarmul Buying Cormorant Supply, Jagaganni Fl 32255 Bell 0 S As 0 nuts MITak Indursficam,Inc, I AW 31 011:34:,Ki 2016 Page I ID:dn�lmyC��Z�IgAW6W-IOIIVIM�a��95H�lO�TpNuA 1 has 4 cop FIT 12 fare 3 2 h4 41011 Ud" —2 Plate Offseas(YY)- [2,0�3-0,0,cFsj LOM)IM O'g) SPACINGF 2;02 DEFIL In 0.) been 1-fid PUTES GMP 2�TCU 2010 Plate Grip DOL Vang-L) -o'W &10 ,finge 2,10 MIT20 2444510 10.0 Luen at COL. '2 TC 2S TCDL S ED Vang-) -s.00 �10 >Sher 1W BCU obo ReeStreas Incr YES WD 0.00 -Iorr(TI-) 0.01 4 We we BKODL 10.0 Code FBC2014TPI2007 Malif straight:17 to FT=20% LUMBEIRIF 811illeCli TOP CHICIRD 2bol SP Noi TOPCHORD Structural whal sheathing cursory applied or 2-10-15 do angry. BOT Cri gait SP No.2 BOT GFURD Rigid ceiling dineolly annual or 10�0 oc musing, SLIDER Left gall SP No.2 1-6� REJOCTIONS. (loan) Max Hor,2,43112) MUUP1lft4=-31gLC12),2�45(LC12) M.G.4=51(LC 17),24!47d-Cl). �40(1133) FORCES. (to) Mfirx.Comp.�Ten.-Allfiames250(lb)criessexceptatiefirshimm. NOTIES- 1)Wi�:ASCE7-10�Vul�13Mph(3-wmdg�)V�-10IMph;TCOL�.Opsf;�DL�5.Opsf;�25R;B"5ft;L=24R;ea��ft;�t. 11;Exp B;Encl.,GCpl=C18;MWFRS fidirectional)and C-C Extemici-1�O to 1-11FO,fribefiah)1-11-0 to 2-10� ,tand vertical halt and ififirl exboacei C for members and tomes&MFRS for reactors,show;I-callen DOL=1.60 plate gap DOL=1.60 2)Tns truse has been designed for a 10.0 par bottom chord this lead reshoorcument win any other live Ii 3)-Thas those has been designed for a live lead of 20.0pilf on the bottom chand In At scatter were a rectraMle�-O tall by 2-0-0 able *11 fit barthean the bettom chroull and any other memo . 4)Refer to gurder(s)for truss to truss coniverAions 5)Pri mechanical connection ft ollears)of Was to thei plate capable of whatiounding 100 He bell,at joungs)4,2. A..- ... ..'arric-1.a.� nerten vcki.r.-W connentom.~Is upon and.for buicling cominniant.W momingdalcl role onothant. ia�fifism T�A JOS =INITEYR J,fkCK um Caftepappentsupply 'arl ��vft vvDMarHIAap03H6R(afayX�i!,Vh"lNW Gwongi. se'e'..'a es". ;;O� Free" -11.0 4 10-15 I See. 122,2 4 7 ad 5-2 w 12 ftil) I xi �7-15 PlifteOffeei 12104A&� P P"TER GRIP -T _,J_ NIT. 2'. .1ght 2S i —�W LOMM 0.9 SPJwNw- C 1. DEFIL in U.) lAciell w RIP TCIUL Miff Mae CHIP DOL 21�206 T's 0:h) Vm(LL) -om fi-10 19N 20 1190 TCDL 100 Up, BC 0.22 Vert(m) -0,05 5-10 '999 ISO BCUL Go Rq WB C00 Harz(TL) DW 4 hy. wa WOL 10.0 C. waii Ift:23 lb FT-� LUMBERI BRUIUDING, TOP CHORD W SP No,2 TOPCHORD Structure!venad shessi directly ai or�10-15 ob pinfirsts. BOT CHORD W SP No.2 EIOT CHORD Ri,ld.11,directly ,iffect 1�oc brami SLIDER Left W SP 11-6-0 RIUkCTIONS. "Im) fears Hou �1 If 12) vis,Uplift 12),�--W(IUC 12) Nbar G.4=-1 14ft-C 17),2�310(1C 1),�(IUC 3) FORNCES. (to)-Mat C.ship.11vlati.Top. An fmxse 250(to)or 1.except aften ift-speran. Ni 1)WIN:ASCE 7 10,Vuli 30orph Fund Vivedi 01 mpir,TCDI,5.0,yf;BCD",0Fm,�25ft;B�;1--f savest Cat H;Exp B;Encl.,GCpi=D,18;MFRS(directions)and C C Emi-1-4�to 1-81 ndi 1-"to 4 10,3 amer,and!ecaffical left ard!right e,FcaretC C for members and forces&MFRS for reactions shaver,Lurnber DO1--1m plate grip DOi-=1,60 2)This arms has been detaigried for a 1 Oft ps!form,00rd live load nabooncureart Win my other live loans 3)-This trues has befer resigned tar a live lead of 20,0ps!on the issitione chm]in of some vintere a ans"Ire 3�all by 2�alble Wfl fit becamen fire bottorn ciftod!food any poor members. 4)Refer to gibblen(s)for Iners,to law conrachons, 5) Provide mechanical connesdan(by orhars)of thavea to somb,plate caparofte of Withstanding 100 to Wift at ji 4.2. Aavp.-.ft�a. ..ao P. see sismys. I�colsaa 218 N bes fesest,suits 312,ehs�VA MI 4. T.,I san. T. T.Type city ly Joe ,1ACK-OPEN 7 .1,Reference(optrisi Building Cone'rent SLM. jeoloserville,FI 8.010 a Ads 20 MIE MI I.remethave,Ire. What Ad,31 oatte,"Whe Page 1 ID.-dn�l"��W�lg�6�VCEHE�F�DMMMM�3H��YM,2dVM,NW -140 "a 4 I!arz 7.00 F12 Iva 12 4 we 11 M Plate Offsafter MY) [2 O�,�l LOADINIG(PSI) SPACING- ii� CN. DEFL In III failed W PILATES GRIP TCU pan Plate Gird DOL 115 TIC 0.42 Vart 0.12 &10 >51KI 240 WIND 2W1W TCDI- 10.0 Worbor DOIL 1 25 BID 0.39 Vei -0.12 5-10 >f107 RK) KILL 0.0 Rep Strese Ifter YES ify. 0. Hordi'l) area 4 one We BCOL 10.0 Coca, FBC201,LTPg007 Win MS I Welght:�Ita FT=� LUMBER- BRACING. TOPCHORD N4 SP No.2 TOP CHORD Smolder!ands!sheathing already applied or6I of,parlim. GOT CHORD &4 SP No.2 BOTCHORD Rigid offling deadly applied!or 10-0-0 oc loading. SLIDER I-eft 2a So No,2 1 6� REACIRCRIS. (IMIZO) Ivifter,H.2=IU(LC 12) Ivistar Uplift�—TRIUC 12),2—hi 12),5=-40(LC 12) Ivied,G.4=-141(LC 1),2=35D(LC 1).S=1G?g-C 3) PORI (lb)-false.Comp�adc Terr-All lease 250(lb)or lever soment amen shover. NOTE& 1)Wind:ASCE 7 10;Vult-lWmph(3,seowd just)Vassi 01 mph;TCDL,5,0ft,i BCDI-=5.0q,d,h=25ft;B-�Sfh L=24ft;aays-�Ift;Cat. 11;Ev B;Eri Gi 18:MFRS(difteaftionsh anal C-C Extent-14-0 to 1�,Intmor(l)1�to El 1 4 nne; antleaver left facet and yei left sVosed;peren him and right andicannedC-C for members and!forced&MFRS for sadism,shoram; Winter DOILi plate gnp 001--1.60 2)This truss has been designed!for a 10.0 psi emom chool live load narnichrourrant Win any other live lmscs� 3)-This tired has than designed for a live load of 20opt on the hemorm diftend in MI armed amene a rectangle�O fail by 2 We vall tit thelftearn me Incident lbord and any other members 4)Refer to pirchans)for lr�s to hurs,connections 5)Provide on,,hanical omm.A.,fte,cothani.1 Imes to bearing plate raftentele of withstanding 100 It,udift at joint(s)4,2,5, Asoomy. wffek* T,I'L eab sons"..."or.......'roll Thea T.Type A .. .."JACK g Conaparefte alaft". Pro—HeS.— �ftla a,,;it oe:,,o:os nio ager 1 ID:d�myM�ONe&NPJZW�.z�SBMgDL�"I q4USvQqFO9VAdan5QN3uLyNuS Svaw�1106 3 7MFI-2 2�4 11 2 Provide lalmoring corensaftion(im)th, fteis, 4 horiZornall reftection(s)shoneigh. — —�VNI LOADIM 271 IDIEFIL in 0.) Voted W P�Tm GRIP TELL no I :. 2 2ti ti TC 033 Vert(u) Boo 5 nd� in TCDL I-ornba,00L BC 0.21 VM(TL) -0.01 5 Oft in BCU- Bell St.Ini,r YES we (1co hort(T-) Boo We Ge BCDL FBC2014TP12007 Maffei Weight 6 Ho FT 2^ LUNII BRA41140- TOP C�RD 11,4 SP W.2 TOPCHORD Striortund woof sheathing dinney aRphei or of-ic-1 5 m pumns, B(DT CI-I0RD I?x4SPNo2 xieplenal WEBS 2x4SPNo3 BOTCHORD Rigid oaflng di�yaplied or 6-04) bracing, REACTIONS, (]Wslos) M.Hou�128B-C 1).4=-129ft-C 17) Maft Uplift 12) M.G. 1) FORCES. -Marc Conftallvlli�Tar� All forces 2W Qb)or less exceot"an show. WTES, 1)WIM ASCE 7 10;Vult-130onph(3...d osf VMdI TCDL�.Opftf;BCDL=S.0pvf; ft=251,1�B-left; --24";eave,-Ift;Cat. 11;Ew S;E.I.,GCPI-�0.18;MFRS(dins,,tionaft and C-C Exterorp!)mne;and witicto left am right expose,=C for mmbm and fames&MFRS for reMooraft Mow;Whither D01--1.60 plate grip,C01--1,60 2)This fruss has asar,deragnamil far a 10.1) sl bollorn choW live Wd Migh any other live loans, 3)-This trues hall been designed for a five oad of 20,OW on the taftoon clond In all areas were a rectangle�I by 2�liver sell It beftessen flas nothoon�hord and My Other aternflases. 4)Refer to graeras)for tO,as to note,corne�tfons. 5)Franke,OnMinanical minnaltion(by others)of trust to terafting plate capat,le of Misleading I W to Who W 10frifts)4. ,udpnvcAcUor—.,..r.—.—'— On. Osman.,...veraft MiTek Civ�F-UrM for do�.1. OOGMIO DOODOO!"OX!PROPoor CM 1�M,-1� ofta In,, labr�ov,aeO.loevor,an".ond"Oving Or...�."Ven essaft,..aeft-al.me ffaeftft,,� 1-14 .11 really..0.eve,Evo,,..lit,n,...at, T, 11 11111 Job Those T. tell J13 JALK-OPEN SMUCTUR& Buflar,Coarporeard Sup,Ay, Jampt FI SiN256 np--ur as I arr wusuiay�IM. Wed spir 41 kel 2016 Page I lGdyLdGlrFC5ftFXNfteZQIgJuW&in Z�BhtgDLPB"q4U5WGqlBgXM?MCIN3�LONW Sca. I Is., 3 7.00 fl-2- ;w 11 jl� 2 5 star t 1,04DINIG fiftel) SPJ%01t1G- 2� CSI DEIFI- In 0.) amp TCI-1- 20.0 Plate Grip WL 1.25 TC 0.16 W"fitt-) ��w �5 2*&r190 TCDL 10.0 Uynm,C0L 1.25 13� 0.00 Veft(TL) 4(f " BCU- DO Rep Strafts nor YES WB 000 Hi 0.01 3 BCDIL iao Corte FBC2I eaddl Ill FT=2M LUMBER, BIRMINIfil- TOP CHORD 2ol SP of TOPCHORD Strodural it firmartifil dire0bippliel 1-11 oc pul BOT CHORD &4 SP No.2 mapt and oeritcals. WEBS 2x4 SP No.3 BOT CHORD Rigid mill,diradypplisol 1�0 bidding. R"CnONS. ill �0310�1fifingifir,5-�2�7-12, Mao,Horz 5FH57ft-C 12) M.Uplift��([U)12),S-4(oLC 12) M.Gm,��(ILG 17).5�3(-C 1).�-W(LC 3) FORCES. (ib)-We C=iPrWpx.Ton. Art room 250 filb)orress sampt"an sthoes, NOWS, 1)Wind:ASCE 7-10k,Vult=lw.ph(3`.l had)V.sd=101mph,TCDL-5.0pat;BCDL-=6.0praft hl B-45ft,�4ft;eave=Aft;Cat. 11;EV 0;El Gl MFRS(fifirectional and!C C Efithirl-1-4-0 to 1-M,Intartort)1,34)to 2 1(0,15 apm;end vertical left and rgift eposedl 0 for oftenifters surf forms&MFRS for hardions all Looder DOl plate gap D01--1.6t) 2)Those,designed for wind!loads in I piano 0 the truss only For Studis sarrosed!to fiend brourral to the tam),ses Standard Industry Cable End Debate for applimble,or mroulft qual buildin,designer as,Par Al 1, 3)Gable studs sproad at 14�m. 4)The shots has oftern designed for a 10.0 par portion,ofiraft live load mnwnwrwl afth any other live pacs� 5)'�Hls truss has man resigned!for a Him load ol 20l ofin ther brAftia chord In all areds atiefte a rectangle 343-0 fialt by 2-0-0 auto Wit fit beftemn the oltorn chard!and any other handlers 6)Rotor to gnarls)for arms to pross connections, T)P.Im ni.hal o.rfifil(by others)of truss to hearing"to capable of witifieterfill 100 It,uplAt at partial 3,& vin, p �a.ac'. tr a..'s.a ex"�-upsurool�Bal —I..rha��eou,-u 1, .1u..I..,".not ...,,unupourorearlo—tug WOW fifirupiefialles-ke safely........211,14 T,K tests �,T7 TO�.R,�:��K �7 lijq T9381,150 Job Refeddes nolionall J Fb�fi 8.010 s Apr aft W16 MiTek lodusems,lnc� SAW AM 31 011:34r,46 2016 PASS I ID.��,��N�19JM6�RWO�VRWTGmiaEOW�UWI��ERMftQqiNu7 122 2 3 �A 7.00 T2 '2 7 2 5 4 w It w Vou :4 2j� DEFL In (Iod) alvil W PUTEII GRIP LOAD"""I "S"S' 0.m V.St(11) o.w 4,5 Im ZQ mm 2W19) TC, ""'= IftS1.1 20 7t 1 5 LF TIDL 10.0 Lumther DOL 125 BC 0.24 d(TL) am �5 � Ran W. . scu 0.0 Rep Stsess Mi Horr(T-) 0�04r 3 Na Na ...L 7 BCDL 10.0 Code FBCt?0l�PV007 Matrix-RAS Weight.19 lb FT=� LUGBER- BRACIM. TOP CHORD n4 SP No2 TOPCHORD Sencluml�sheathing ofteetly apAloor or 4 10,15 do wifind, BOT CHORD 2,er SP No.2 exoaftt end!serticaft. WEBS N4SP.3 BOTCHORD Mid osiling drootly applied or t�()do brooding. REACTMNS. (Ifte,slood Stftll�SS,3-122tioledidanical,4esclund.el M.H.�1U(LC 12) Mat Uplift 5-�(_C 12).3-61(LC 12) spot G.5=ts9l(LC 1).3=-1 MILO 17l.�8(!O 3) �RCES. (ib)-WN,Cod,hN.TAR,-All to..250 do) ties,ecoenteflen an., NOTE& 1)WIM:ASCE7-1�,Vult=lWmph(3��wd�t)Va�101mpNTCDL-�.Opt;BCDL-�.0pidh=25feB�511;L=24ft;eaa=dft;Cat. 11;Ex,B;E.L.GCpl=0.18;MFRS(di..WnW).d C-C Extflor(2)-1-4-0t."-0,inder.r1l)1-"t.4-10_3..,anotnelroal left and nght exposedC-C fer havelsed,shel forees&MFRSlm teachers shoNR;LRrober D01-1 60 plate grid DOL,-1,60 2)Rnsthads has then designedfora 10.0pef ollorn ofterel INS load anyollfterfl�loads. 3)'Thi.t.��i,.�f.,.Ii�.i.d.f2O.Opf.nMWft.�inMI�w�eamct�193�OWlby2�Mde Will It ims.the tooft.�lftordl add.,.thar nannifters. 4)Rafter to girder(s)for trues to tnas condeellons, 6)Pwicar rectanioal corr�tdn ftq oftered of three to adding plas,eaNable of WfttmdiW 1 On to Wide at jant(s)5,3. A a . 'Na,, a...off .1.. s A.. See, noSon-An th ffi�~ ��,�� --l—S-—t 11 1.�—..�rl..—�t or—Nder,. do, w dorign,s.. N 1.�.,N 'N. ..sro'cN,S.csslo,,vd.he ns'serand.,ofing. one..... Seat ft.E. SoNS, �I,Jhe ft�Inner,hate�,218 N.Ler,Steet.Sure 312, VA�314. I,..RL.1. b Tress T.Type Qty 0 9,12TOA J16 JACK-OPEN Rafmarrov,(sprang Bfifififing COMplem!Safety, hadvol R 32256 �Rb�VRWTGm'aEOnOUMK?�M�RMftOWiNu7 3 Sore 131.7 7.00 6 Sea 6 4 ads- 6.0.0 2;!2� C DEF(L In g�) PLT MP 8�p�.Irl T.M. On V.LI-i 0.. w 2,1,U'VaD LO "'S DEFIL in goc) PI-A" T 5 Vall 0- Suft yft�_ ,an _E Lo� -7 Lurnifier DOL 1.25 ED 0.51 Vm(TQ TCDI 10�0 (TQ (3.17 4-5 �7 100 00 His _(,L) 0�, a is, me BCLL 0.0 Rep Stivers,Ina YES WE 0.00 HorETIL) 0.24 3 We me ED , '0, fifirelfift BODL 10.0 Done FBC2014�PKNDN lefififtai Weight:24 It, 17 20si WMBIER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Struirtunal wal sheathing ifirearyapplied a6i oc purfins, BOT CHORD 2x4 Sp No.2 .,t end verfiftsrii. WERE N4SP h,3 BOTCHORD Ri f,ng diraft,,pled.11 0-0�.bo,. REAC'DONS. ObAle.) M.Hor,5=175(LC 12) ,.Uplift"g-C 12),3-4;G(I-C 12).�-ili 12) letter 0. �(-G 1),�163(-C 17),4=1 11 ft-C 3) FORCES. (b)-Was.Gorri Ten.-All fon,as 25o(g)or less eacmt wen show. TOPCHORD 2 S-2811122 NNDWS, 1)Wins:ASCE 7 10;VUR=lWmph(3-smond gust)Vmd=101mph;TGDL=5.0;M;BCDL=5.cf; 25ft,B�Aft; --24ft;eai Cat. 11;EV B;Ead,GOP601 8,MFRS fidapalard)and C-C Exteronfi?)-14-0 to 1-8-0,Intermit I "to�1 14 iae;mr!vergard 10 exposed;C-C for arearthers,and Manus&MFRS for reacifions show Lurafter DOL=1.60 plate gap DOI--1E0 2)Trite Ifteres has them Mari for a 10,0 Pat Wrap avoid live load naamannent win any,other live load, 3)-This truss Me lanin MargnraJ for.five load of N.O,f on Me fima,mord in all meas aftere a rafteringle 3�fall by 2�0�aide Will fit between Me Whom rVrd and my other Maintains, 4)Rear to ginfer(s)for tww to flues ompeaims. 5)Provide nimlearlsiel waration(by others)of have to thaming plate Walfile of surimarisfing 100 lb uplift W johifts)5. 4. AL hearn-au�r uv,�y�m hi ciesm&h,zoo�y��-,Iem vv�,�1,1,,- ,u� .a ......foravrorroutp000dy. roat"on-onoolls'.,"Yonydorn., inina'asudo M*k' .evoo.—-aron ancl b"av'a li non ree,� aeash,Causes,fieni she Neil, ..Blad reasa,Ineavew..Toe;..�i...Loo.se.�i�...r 1��ftil 1� R.1.10 2 1 fee The" City 7 1�Jb Reference hipbronall "a" . I TOA RNI:R JACK March,Uourp"m supply, Jacksonvule.IR=66 &OtOsA,.,.,a mi'"laccaftea Ity, Wait Aug 3108:3,147 2D18 P�I ID:d�lmyCH��19AW6�v�s4mqb7KWQY��UCMGNWs�yimW Si t 15.8 N4 11 2 2 5 4 far, it —�."N! — T-T DIEFIL —In -, Ud PUTM GRIP Vall _dd S _1_ L ---r omm W SIRMNIS. 241-0 CS1. DIEFIL In Voc) Read Ud PUTISS GRIP �999 TCTRG COO Plate Cup DOL 1 25 TC 0.21 Vail �.00 5 2,K) wa) 24V19) 1 10.0 TCDL turnbe,DOM �-25 BC 0.12 Vert(T-) -O.W 5 �999 180 raw BCLL 0.0 Rap Straw mor YES WB 0.00 Hord(TIL) -0.01 3 We We BCDL 10.0 Cattle FBC201,UTPV007 wwx-m TWaght:8 to FT=� LIUMBER- BRACIW- TOPCHORD as So No.2 TOPCHORD Structural vvood!sheathing client,apOW or 0-10-15 m purtral. WT CI-fCrRD M So No.2 esuchsptradyerfiksdevf� WEBS 2,4 SP No.3 BOTCHORD Rigid calling dractly applied or 1 0 At boon REAC111(i ftlyispe) 5=206�5-8,3�53/`Macrwi 4= Iviax Hoa 5�90(!-C 12) fulax Uplift�-nft-C 8),3-53ILC 1),�--78MC 12) lAsa Gary �206(11UC 1),3-9ft-C e),4,t7ft-C 10) FORICIES. (b)-War.Ccr,P/vax.Ten. NI formes;250(1b)or less accept emen show. NOTES, 1)Wind:ASCE 7 10,VUt=130mph(a,secona,gnst)Vasi or brion;TCDIL�ftipsf;ECDIL-�bftpf,�2511;B�5ft; —24M eave-ift;Cal. 11;EV B;Encl.,GCpl=Q.18;MFRS(directional and C�Exteror(2)wry,and verfical left and right exposysl;C�for unhimpers and tortes&MFRS for reactims sinver;Uunrlpsr D01--1.60 plate gnp 001-1.60 2)This tinces has been desingraftl for a 10,0 on When chord five load nonconcurrent With any other live loads. 3)-This bras thes,bear designed for a live lead of 20.0cif on Me arttorn chord In All show yonsm a nocteNe 3-6 0 far by 2-0-0 wide Win fit beavesen the botton chroncl and!any other theralues. 4)Reter to ginderts)for auss to law connections, 6)Provide mechanical conneston(by others)0 than to Invaring plate capable of adirralanding 1 W lb uplift a Idn1h)5.3,4. Uvog, i—eires.irviveduh..—Vor.—bea., ps.pearthuuIlest ,ob T. T.T,,se 011, pil, IONSOCA in CORNERJACK 2 Job Ratterence o rotor awasen,Contained SEIM, JeSSAMAIN,FI 32256 8 010 a Ala 20 M16 W i of Industries,ME, Was Art 3108:34:47 M16 Refer I lD,.dnUxGbTqC6ERs2ON�1VJZWNn vnv(Cd7Dqb7NhQQy�.hvEflUAN5vGN9UdAdEyiNW -1V flfi &12 1 IT A 3 7. FI—2 a art I 2 6are 1 4 VLV95 81"I"Clill 2-1-0 :X Fill M (`E) d PILT ORIP 20.0 Rate Grip DOL ought 4-15 2U p"u""B" 0 I ad(_ T, 0.37 _) u.1 4-15 2 ArdC') d -0. I up, I_ TOOL 0.0 hoarder DOL Ami 0 �5 �999 IN �(T_) �dis . difir _S BCLL 0.0 Rep Straftes Incr �(T-) -p.m 3 We No BCDL 10.0 Code FBC2014T Wall.14 HE IFT=2!sft% UUMBIHIF BRACING- TOPCHORD 2x4 Sp No.2 TOPCHORD Stintuturol vAUS1 sheathing direftlyapplied!or2-10-15 do pdln% �T CHORD 2x4SP No 2 xueot End ittribuslE WEBS Bar SP No 3 BOTCHORD Rigid usifing direGfly applied or 1 0-0F0 m brachng. REACTIONS. hUsIon) 5=KTA�8, 4�,bdfechdl Max Hou�123(LC 12) Mrs,Uplift 5=-I(110 8),��(LC 12),4�21 ft-C 12) Most Grev 5-221 ft-C 1).�-71(UG 17).�-51(1-C 3) FORCE& (lb)-�.COMP.NM.TW.-Niforc�250(lb)ori�mWt"ensh�. NIOTES� 1)Wind ASCE 7-1 p Vult=130mph(3-smond gust)Vmsci 01 mph;TGUIL-5.0peft BCDL-�.Opsft lft-�ft;B-461t;�,Ift;Saari Cat, 11;Ev B;ErEd..GCS-0 18;MFRS directionaI ard!CC Exhi T-TO to 1�-O,Infirrior(l)I-fF0 To 2-10-3 mine;and vessel left and right xdoUeU;C-C for ineardhentarrol bases&MFRS for derstitme an.;Lundsor DOL-1.60 plate find DOL=IN 2)TIME twear has beenolosgreactfora 10.0pif boftom ofteral live bad nonuorcurrant win aWot�rl�e�. 3)-This miss has Boom deedigned!for a live load of 20.OW At the bottom choml in or Sees v,hader a rectangle�O Oil off 2 0-0 view Sell fit Ifteniftern Me pciftand cloord and real,omer members. 4)Refer to gincer(s)for munds to goes conmendons, 5)PhAde meshartiml formathon(by.11hers)of mr.to been,phdir War.of ariffirtherver,1 DO Ib Uplift Ed jdnt(.)5,3,4, A.-eado,etasiv vaialuUMOTES M TIES Ams souturiso OTES REPEFEWCE PAGU�7473 E,IMSES05 BeFromr USE Dest ouldr. mi u,,un"it—u."', I—u—, hournsfor'...../Ur"ofunnon"..", F"noria".. Ge"P.-1"I A6 roater Infornalki cruslanto norr,lim Ross suratiffie,218 N.Too Shoot.aude 312,PlearEde,VA MI 4� horarr� 11�.11 That Those C" �A �.RIN:R:J�K BUMIN(;orhoonsent swwy. Jeclears"lliv,Fl=M ID'dft,dGffyyC%R20NaZr2I1JGV6thn D�T.401d,cll, "IeoW�YyS1xATvqMXWIfW,,Nu5 I �10 Is s".1e I Scaler.t27. 3 7.m 5-2 a 42 4 410-15 'pis 2-0-0 M, DMLFL In (Ioc) Vckefl ""TIES GRIP P""T "Jeft Ift"S' ded y,, Be 14. 2 11. SO S 0. V (LL) 0 � 2"19D TCU- 2 .0 t�lftl ML 25 To 0% Ver!LL) C.G5 �5 settle TCDL 0.0 ftarD04- �.25 To 0. Van(,) 0. '�S 11 040 Vent(T-) -ON �S >708 IN BCUL 0.0 ep Senate liar YES we 0.00 Hon,(TIL) OA4 3 M One .0 Coole FBC201�1`121007 wtd.w Wellhtl yl lb 17=2016 BCDL LUhGER- BRACIM- TOP GIK)RD 2b,4 SP No2 TOPCHORD Stroctural 0000al sheathing directs aWlw or�10-15 m parlins, 30T CIK)RD 2bat SP NO 2 except and c."Im, WEBS a4 SO No.3 BOTCHORD Paid rating dinesdy applied or 10-0-0 oc braAW. RUC111014S. potence) Vlar Hon, �157(!-C 12) Islar Uplift�-RLC 12).S-n(U)12), 12) da,Q.5�291(LC 1),3=132d-C 17),�(-C 3) FOMES. (lb)-M.C.r-,J?Wp.T.n -AV(a..2W f1b)or 1.ausIpt m. no., WTES- 1)Wind:ASCE 7-1 a Vuft�130nhph(3 second gUO)VaydI61 01 MM TCI)L=5p,sf;BCO".Opf,r=25ft;B�Sft; -24ft;for�";Cat. V;EV B;Encl.,GCpi=D.18;MFRS(directional)and C-C E,aerior(2)-1-4-0 to I ",efterfor(l)1-"to 4-10-3 aas�and,vertical ell and right ec,,osed;C C Its rembers and!forces&MFRS far reactions alboyar,Lurnber D01--1 W plate grp D0f--1.w 2)TIbis trusts has been de,,igned!for a 1 Ok Fall ottorn thonal live load nonconcunw!Win my other live Iowa 3)�'Rhas trusts has theen designed for a Ilya load of 2G.Gat m Vote toffort,Word!in of areas vram a aschat 3�O bell by 2�Was wit fit behOsen the potonn cinconal and aft,other mernbram, 4)Peter to gindens)for truse to pass,consonforss 5)PmAcIp mechanical coreaspon(by Others)Of Ifteds to boadW Plate Capable of y1flastanding 1 N Ita fysIft W Johnnie)5.3,41. .. ,�esoee—`--4 Re"a ar'.ca bas�ao�'faha, da 7..1 elf.—.� In 1, m —aw MiTek 1,t.s P.11.,v. tm, FL , Ply I T. T.Type Cry A CK-OPEN 5 J'a JACK dirst Careparaft Slippy �:W M.11 .ID:dn�IMM��IgJMGtm�zT�DW�?�W�G�IW;qj"biNWINW -14-d 0 I 4 lon.-1�1.7 7.00 F1 2- 3,4 set L u 2e, 11 .7 are I LOADINING SPACIW 2;7 cm. DIEFIL In 0.) been PUTES amp TC11 20.0 Plate CHIP DOL �S T. 0.17 verq�) �.tftl B-7 low 1.11-20 2441910 TCDL 100 Wrobei ED 015 Vii 0.01 S-1 . BCU- 00 Re,Stress ri' W. 0"d Hora(R-) AW 4 We nor KDL too Code FBC20. matro-W Wisi 41 lb FT=2G% LUMBEW BIDAICING, TOP CHORD &4 SP N.2 TOP CHORD Staxtural sand!shearthing directly applied or 6-"m huhns, BOT CHORD WSPIN2 eanept end whose. WEBS N4 SP No 3 SOT CHORD Rigid calling dinedly all are 0 0 oc�braciW, REACTIOINS. afthiii �Ihahl.l, 7-=8(QV0-S-8 Wsai 7=175(LO 12) War Uplift�-MILD 12),5-305(UG 1).7�IW(IUC 12) lilai"- gLCl7t�7g-C8).7-=Ba;ftLC1) F�ES. (lb) Mai Comp.,hisioc Ton.-Afl tomes 2al orlessairoopt Man show, TOPCHORD 2-3-1=3 WEBS '7--665`2 3,2-7-23iV252,36---132/407 NOT� 1)Wind ASCE7-10,Vull=130mph M-�d gust)Vasc-101ftri TCD1--5p,,l BCD�- .0,afh�5ft.B-4Wl--24fr.ihs,-4fftCat 11;Esia B;Eml..Gi MFRS(draddlonal)and,C-C Exhi-1-4-0 to 1�0. afteni 1�lo 5�1 4 4 anni oaritherer left erponel;end vertical tell es,posedC C fift,inemixes saft!kneass&MFRS fcir reactions show;Luiriter DOI--1.60 plate grp 001--1.60 2)This thess her own designedi for a 10.0 sf bottiona deal lNe NO norru,drourrent Win any other We Nadi 3)-Title truse has been assigned he A res ded of papal M the brofforn chard!In sh areas"M A reathengle 3-6-0 NO by 2-0-0 aide efift III befteren the I,ottarh ciftional shad ar,other rewthers, 4) Rate,1. Irdehn to, ature,to truss connectiater. 5)PwAda ma,hanical contention(by ofteser)of lauss to bourN pate capedde,of afthstandfin,100 In uplift at jointin 4 esoot ft,ftn 5,305 7=1W. nuidendoosion aroUna.. P..N. T,FL=10 T.Type CRY PI!, JACIK�PEN 1 11*88156 Cout ------ job We..(.0cons.) Y. Isionspostim.11 0.010 a Am as�mld as I.I... i fast Aug 31011:34,49 Blue Profile 1 ELI I11.dn�ImyCft%MONeWO&W(i�kN�MW�Zl�-IOM�ln7JL016,,N� 1. 4 Top F2 afts 2 7 a4 It w I Plate0sami UOADNG hodl SP�l� 2� CSI. DERL 1. 0.) Vdall L"d 114ATES GRIP TCU- 20.0 pan,Onto DOIL 1.25 TC Of22 VeMUL) 0�05 7-8 40iEf 240 wN 2WIN TCIDIL 10.0 Lun DC 055 VoMTL) ADS 7� >999 180 BI I Hq WB 000 Hand(FILL) -0.d5 5 We We BCIDIL 10�0 C. M.M.MS Weight.27 to IFT=20% UUMBER- BRUkCING, TOPCHORD a4 So Ni TOPCHORD Structural sood shaddhing diressly applied!or 6�do purlos, BOTCHORD foul So NI'Exti .."t and vernisside. �7 a4 SP No.3 BOTCHORD I teling direply applied or 1 0�0�pit broolng. WEBS N4 SP W.3 REACT*NS. Pisani Issi 8-192(ILC 12) Mods Uplift 8=,fM(LC 12).�-29(1-0 12),5�1(*(ILC 12) FORI TOPCHORD 2-8-29l NOTE& 1)Wind ASCE 7-1 Q Vult,1 3OMph Semond gi�eh Vassol-I 01 mph;TCDL=S.0,f;13CE11--tippef;1,291;B�ff: --241t;essaft,41ft;Cat. 11;ExpB;Eni GC,pii MFRS(diredlorar)and C-C Exterionfi) 1�to 1 ",)Mefioql)1-"t.5-114.:cruffileasolieff insixuaral and vertical left exposeri;porch left and right exposI C for monsters and Imes&MFRS for reactions,aramern; Wrobser D0L=1.60 plat. do D01--1 0 2)This burs has been classified!for a I Op fail Whom chorfi live load norcons,unned war as,other live lords, 3)-This trusur have been canignad,for a live load of 20.0off on the looloom Mord in A sureas alusim,a raclarroe 3�6�%it ay 24)�ends sill fit thenseen Me Whom churd!and any other members. 4)Few to Orders)lor truss to truss wirmandlons. 5) Floats,onechand,al oonneftlon(by ofts)of truse,to bearing plate rateable of withstanding 1 W to uplift at joint(s)8,4 expapt UtI �10C AA1 ass,asesI -a aspe..ON I onern onidlino�--.1�1."'coffiny.1 devign xs-1-�p,il,ir-ni-no Mis usafM fran re,ovors, thudicks,clesson.anorinf,I..Is to" .w mor.onctior'. . ....,-or-n"is,,srs, Job T. T.Ties Cry My 100i J46 ACKr0PEN 1 TIK11)(057 Munduring Notes. Jeassaftendle,FI &0I0sege2()WI6MIT0kIndusl WMAW3108:1el.492018 Peter -14-a ID:d�lmy�WW19JZW6�AIAHMkR�W.�Zl�-�ISZIWIII16ytN� "oo, Sial 3 7 7 W fT W 11-2 2el 2 ses M Ml m"I Lomw 2-0-0 M. DEFIL In glass) h1ef! ljttl PIATES GRIP 25 TC 0.49 Vial -().05 T� F, DOL 45 �999 240 W20 244`190 TCUL LMMa DOL i.25 BC Dan Val 0.15 4-5 � 180 BCLL Ri Sues Ina YES WB aw Hont(TIL) 108 3 we her BCDL Code FBC2014FP12007 Ivistrie-NIS Well 23 to FT=209* LWl EMCING, TOPCHORD IN4 SIP W.2 TOPCHORD Stmaund%ohol sheathing already appliecl or 6�0,0 so purlins, BOT CHORD 2alSPW2 �Wt end aeffiallh, WEBS �4 So No 3 BOTCHORD Rigid ofeling deal applied or fl�do buthong. REACTWNS. Mai ��8,�-15,VNIeclunical4-�711deall ldaufl-lon,�1W(ILC12) �Uplift�417(!-C 12),�-75(!-C 12) War G.�(-C 1).�l 57(l 17).4=-1 09ft-C 3) FORCES, (lb)-Max.Ccrnp.�Ten.-Al kinds,250(M)or Im fatalist Man shoah. TOPCHORD 2-5=-2MM Ni I)WIM:ASCE71�,Vult-130.ph(3..dg��t)V�=101mph;TCD�-5.0,t,BCD�-5.Omf:�5ft;B-�5[t;�24ft:�v"ft;Cal. 11;EB;Encl..GCp6=0.18;MFRS plidaudona)and C-C Exteraft?) 14�tol",IntMor(l)l��&11-4wne;�fil�rieft exposed;and Mad 10 xpoaxi;C-C 1.nernitsus andf...&MFRS fanedhas.h..;Lurarer DOL=1.60pl.*,", DOI-ino 2)�i�t.�h.b.�d.ign�foralOOpstWUMcW�l�eb�mn�wrmntwthanyoMeriWelmft. 3)-This ruse has been designed for a liw load of 20,DMf an Me gothon sixec!in all areas shere a wrangle�0 tall Dy 2�was fall fit behmsen the nottan anord and ar,f other ramentsers, 4)Refer to girdefts)for truss to there ounneoias 5)Plovide meMenusil anneal(by all of lose to boadN gifts apale of 100 It,uplift at Middle)5,3. Ak-- ..'andium.throuna WIT 6104 plaw E;1�6�1 Tobs" Those y"a Fly J:W J. 1ACft-CPEN �IN tob Relfinerc.f.,wobad) 4acesonalow,-1 ...... ad Act)31 W.M:W 2018 Parts,I ID:ddIXIIryaCNR20hsM9JzW6t m-WbWUOVIAEJOd��h[GOqMz4qZZyiNu3 7. 3 Scale-1 M�c 7,00 FI Z-2 6 2 All 2j" 1111 In (I.) low Ud Pl GRIP TCUL Zia Go,DOL 25 O."S V ILL _._ �5 4)91) 2Q wm 2�90 ift yen"! file TODL Lorr SO S �5 � IN BOLL op wo om Horr(TL) 0.021 3 we We Cod Wwx-W W.Vht:23 It, FT=2(YA, BCDL UUMBER- BRACIel TOP CHORD 2bot SP No.2 TOPCHORD St=tural yrod!shoathIng dinescily applied!or�()m pellm, GOT CHORD Zat Sp No.2 ..opf end WEBS 2x4 SP No 3 BOTCHORD Pfigid ofilling disecin,asofted!or 10-0-0 b,bming. REACMNS. (lifteel.) �67fiefieshatirricel vils,Hom 5�153(.0 12) Way Uplift Sc,37(LC 12),3cc,75(LC 12) visa G.ScW2(LG 1),3�1 57(LC 17),�-I MILO 3) FORCIES. (11b)-M.Cornp-fiWit.Tor-All sts.250 f1b)or 1.dincentt ven.an... TOP CHORD 2-5-2"IM III 1)Wind:ASCE 7-10:V�-1 30haph(�sscaordl find)Videl Winch;TCOL-=5.0ftef;BODL-5.0,of; 251t;B�Sft; --24ft; ove=,ft;Old 11;EM B;End.,GCpa:=0 187 MFRS(dirroftfiones)and O-c Extedfor(th 1 "to 1-8-0,Intersool)1-"to 5-114 abbe;onof verball eft expeneseei 1.trerob.. nal f.,.e&MFRS for hommores no.,L�Mar DOI-1.60 plaft.grip DOL=1SD 2)Tins truse him been designed for a 10.0 ped bactort cocard bar load ormorcurtent Win my other live loodde. 3)-This nece Iftery been dissipates for a Iles load of thfiftivid on the Whom crtool In all Areas letters a rectangle 3-6 0 off by 2-0-0 efide Wil fit thee bottoon chad!and ron,other mearthery. 4)Her.,to gindef.)for tome to t. ressifi.n.. 5)Provide meachurni,cal rcrimeerflon(by o0ware)of tweas to beadift,plate ,apidtfile of menthstanding 1 N to robot at joinds)5,3. savy, vato elesad a. e,.,a ass, aser". I- e,neaffave ra. r,1. ac,ec.ny.,ceno�—.leaa beedea,coodon al�aa`K I.Pea. hy, .a, Iao OF �l��=�TF=��,218N��tW�3]ZN�,VAW314, Troca"IL tons 'J'A' T. T.Title, Cry my 100I PE01 CABLE �im Seeing Component Su,gy. Jammordifle,Fl 3Kggpi 10,Peasant.(ophrone) &0ID.Nsr�.,D,ddAmadddusvda,ftd. WedA13108:3f.61,2016 P I 5.9-1 ,bfi 11 Soi 3 L7..FI2 ad LLL26 4 10 9 8 7 3A4 3A4 11�2 11�2 2 D.EIFL ES GRIP SPI T011 0 pDOL 2 min) (a) 0.. 2"190 TCDL 0.0 nmer DOL SAC Veri 0.01 BCLL .0 eft Speed Incir WEI Horz(TL) OrM 0.0 Cods,FBC20149FP leads an 47 to FT=20F6 BCDIL LUMBEW BRA,CIRG TOP CHORD idAl Sp No.2 TOPCHORD StWunal aeovid defending dirsofflyapt or�od WrIm. GOT CHORD 2x4SP No.2 GOT CHORD Hi calling dredi,aWfiecl or 10-0-0 m thuming OTHERS N4 SID No.3 REAJCTIORS. Afliftesurn,s99,13. (1b)- glas,Hou 2=,63ft-C 10) M.Uplift All uplift 100 ItEculeveriftjoli 2,4,9,10,7,6 MMGW All M�om2WIborimatjolM(s)8,9,10,7,6�pt2-�(LC 1).,1-2W(LC 1),2,-2S3(LCIj, 4=M(LC 1) FORCES, Ob)-Who.Com,AWDI.Ted.-Aft forcm 250pi orleassomeptivivem shovion. TOPCHORD 2�=rT26,34=-322/126 aOTES 1)Unfloodardsol mot live made have been coneudi for Me magn. 2)WIN:ASCE 7 10;Vuft�l�ph(SrumNI gi V.E101.ph;TCDL�.0pff BCDIL�.Ddsf;lft�Sft;B-4511;�- 4ft;.,%ft;C.L 11;Eft,B;End.,GCOI MFRS p1m,tional)and C-C E,,teri(Y3Tl to 3�3-11,howdor(l)M-ii to�1.ExJpdnoft2)5�1 to 8-9-1 ade;ON vedime left and right idemseel.0-C for promexte add tomes&M%VFRS for maroons shodam Unfair DOI-I.60 date gre,DOL--1.60 3)Tm��iUnWforwndiwdsinMe�olthet�wly. FuStudsexposescitoval hournal toft tam),smoSmadand!Induarf, (fad.End Dataft.as.pplimble,or mnsuft fimifted!bulding designer as par ANS�Pl 1 4)All planes am 2M MT20 unined olneresse Inciftseed. 5)Gable recuirse contiouWs Whom diond binding, 6)GiNdO atims SOON at 1 4 0 Ot. 7)This tham hods been designaft for a 10.0 W Award doord live load mirmemandand MM any other this too&. 8)-This tomes has Dow designed for a live load of 20.0psf on fine Whom ononot in all areas Mom a hadangle M-0 tall by 2-M wine efil fit Whism,Me both.dvorl it adentherne. 9) Provide nomi coneotion(by others)of todeft to among plate capable of Wiftemaddlin,1 W III uplift at joinns)2,4,9,10.7.6.2. 4, 10)San Standard Induathr InEggypack Times Conneo,tion NUI Jor Connedion to ham trues as apoldatfe,or winifult Wai Wilding designer, A— hads,saded Adf al!Ap Noma ON mis AND�Wsd farm AINNINDANds NAWNAL7473 mi,mI*Da:=jruorL ..—1— no N.for a ono froono unirfor uu,11,n noino dendner unif vedity the amplonDely of rArd,Wromerom on,J udAAnIV rourdi I. Aodurf Av,Teyz��flmovft` MOW lordonadol ord as.liess E. AmsAdNA.audN�m,.mxvA.I1 rent ItsidD bb T. Truse,Time .. My 1O&QTOA P1302 p4grylanst, 22 1 TO3a8l6O Building CoMposat Su,I,,, Jaddamalls.FI MW Job Refemap(opboral) 8.010 a Apr W 20it as I as madames W. Wed Agg 31 W:M:K 2016 Pap I G4JaaaGl ADIPUM NINkg.UHgAffDmaf7PHZseRiN0 6." 6-5-8 W lof-�, 4 TOO fT2- 12 1 w 3 2 7 set '10 Met I a 1 .4 81 14 12-11 1211. ILO�m(peff SPAC1101,13. 2� CSJ DEF1- In goc) fidall -'d P�TES GRUIP TC11 20.0 Plate GN Doi- 1.25 TC 0.17 VOM(LL) -0.00 W20 2�190 1.25 BC 0.12 wqn-) -o.00 TCM 10.0 LOMbO DOL I nfr WLL 0.0 Rap St..wr YES WEI ON Hou(TL) O.00 6 we fth, BCDL 10.0 Cop FBC2014�!,Mrr Wflrx-S WeigK 0 In FT=2D!4 LUMBER. BRAZINIG, TOPCHORD as So Nos TOPCHORD Strudural sood sheathing draotly applied or�ce pOrMs. HOT CHORD Pot SP No.2 BOT CHORD Rigid calling aftently sposed or 1�oc naming. OTHERS N4 SP No.3 REACTIONS. Allipparingsll-2-11. Qb) stmic Hor� �-72(!-C 10) fAstrUplift At uplift 1001borles,aIjoN(s)Z 6,10,8 IAaxGpv Mi�dions2WIbortmatjdnt(S)2,6mpt�2n(LCl),l�-288(LG21).�2N(LCnI FORCES. (lb)-M.Cor,RAWdc.T.n.-M fee.250(to)We. .W sh.an., NOTES, 1)Uniftalarroad mot Pop loads haw Imen considered for this domain. 2)WIN:ASCE 7 1&,Vult-130mph(�smmmgmA)V�101raph;TCDl--SO,f,BGDL-g.0psf,ft�-251t;8--45ft;�- ,ftt;ea�ft;caar m9-5S aers;and wr1hut left and rght es,,osed.C-C formembees and forces&MVI numbers,alrosm;LumWrML=1.W plate grip DOL--1.w 3)Gade readirse continuous loafrom rMord owing. 4)Tris truss has Ifteen designed for a 10,0 an oftom clsord 11w lend noneceourrem with era,offer Infe loarcla, 5)-This mmd has Ifteari designed far.If.lead Of 20bast.me bad.elmd h aft..More a rectm-tiji."0 tall by 2-0-0 and. tell fit belossen Me torimm ciftoral and aft,other members 6)PmOM,amohanleal conneelmn(by othess)Of trusm to pariN Plate replan Of Milmdancilag 100 It,uplift at joings)2,6,10,8. 7)See Random Mckett,Piggypeet Truss Connector,Dmail for Connecti�to Iftese Imes as appll�Me,or condulft qual Wilding toulcind~, M!Tek umstrf. 08. T_ City By buse oll Rat...x.(,,I cbot� �wcaa_� fir. In tic'. It'c'a no. was.'a,ca.:.scur '&'. rader— .1 u"'n" �o 0 ID�. �InaqsF2OWQI9JAV6ta,GqJwwyGl MDRUdI N1MIcL*VwGnDo71HZaeR1INu1 sale.I vo 7.DO FIT W ISIS= 2 a 4 5 6 7 12 11 10 W W 11 . it 12-11-0 12-114 [&0�0,0-24LF7,04,0.0241 Cm " TIES GRIP P Rate Gric COIL 1.25 To 8 nor 2441DO TCOL 10.0 I-mber DOL 1.25 SC VW(TL) -om 8 r1ft SELL 0.0 Rep Strasw 1. YES WB I-IrrI �0.00 17 11 has BCDL 10.0 Code FBC2014fi'TRI I —F.:1 firt:3)111 LOADING gaf) SPACII 2� GSEL in 0.) TCIL� 20S 0.18 V.I1) -o.So ILLAIII BRACING- TOPCHORD SP No.2 TOPCHORD Structual asi sheadififing It III or 1 00�m purres. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ol dewily WIIW or m tereag. O�ERS 2x4 BE I RE�Ofil& Allberadin,s11-2-11. filb)- your Hour,2-20(LC 10) histrUiplift Mi�liftlW�borimsatjolnt(s)2,8,11,12,10 NleaCtray At reactions part to or less at joinfis)2,8,2,8 eased 11-�3(11LC 21),12=2Tr(LG 21),1�(LC M FORCES. Oct voto.Comp.Mrs.Ten.-All torcm2W Old orim oteaptalown shortest. WEBS 5�11=2571123 NI 1)Unbalanced mof Hit loads I War consfifickerrea for flys design. 2)Wind ASIDE 7-10,VulW Whaph FII Goal VaI 01 reph;TCDL�Dpsf;BCDI-fcOrf:1,251t;B=45ft; -24ft;Ose;=41t;Cat. 11;Exio B;Encl.,GCpII 18;MFRS(directorial)and C-C ExtI 0-3-11 to 6 5-8,Inhalant)II e to I 0�1 1 0,Exterarp?) 10-11-0 to 12 7-5 Arne;and vefluall left and III oxxxied;C-C for marrimses and!fI&MFRS for reactions strawy;wrartmer DOIL=1.60 plate grip D01--1,60 3)Tams cessigneel for Mial loads In the plane of the than only. For starts expressed!to wind dramal to to ace).was Standard Industry Gable End Delete ara apoicable,or consult quaffiedi Willing designer as Par ANSUTH 1, 4)cravats adequate draffinage to pheyent water ptardIM. 5)Gal requires continuous Wftoh clWal feel 6)Sachs,studs stall at 4-"m. 7)Tire Was has been deagnal tor a 1 OB pal Wnm chroal lNe load Winconcuread with any other live loads 8)-�18 truss has beeth deagned for a Ilya load of 20.0pal on the tolturn chord!in A t areas where a rectangle 3�0 U I by 2�O adds will It t between the taftom chord arrol any other he sentiers. 9)ProAde na�hwri cal connection(by others)of than to tocarnt,plate,cafficabe of withstanding 100 Ib upl Ill at joinfis)2,8,11,12,10.2, 8, 10)Sao Standard I ncustry R W yba�k T ners Connect Ion Dead I for Coarsest on to base t russ as applicants,or consul qualified Wild N designer. fiespai - anee.�aes.reareadwrowasse....��..�.".— bulding dedriner raue�fine uppecothey.1 reato, pr,w, this he�.1. ...'ancrearnaneratexing a am c,"a" to Pre.�esh h0whi Und DFuDerty 'UtJoMce FoaOrdfino Vew seepwaluareads seman, fica Role 1.21.K cl I I It .1. T T. .ZA P MBL:1's Consioners appidn" ispeoperaftyx�l�apft eaft suit"us'e"""xne "N"" IDAift,rdirri ��h�UNL�"l�YgdmFWCI�UAWNW 4 8-110 izil't �:Gti) pe 4110 1 �o Soxii.lu's, sel- 3 21 be, it 4 7.0ft Fl-2 1-1 - Li 2 is at a 7 .4 11 It PlateOffiespi LOADING (pan Slimm- 2r DIEFIL In V-) I'dad itral —FM GRIP I'll-Al 2, uRgd Tcl� M.0 ft"61,OOL TT 0.31 V&MLQ 0.01) 5 Nr 2() W20 2"MW TODIL 10ro Lumber .L 1.25 m 0.16 Vil om 5 n'r w BCa 0.0 Rep,Sposes In. YES WE i Hood(TIL) 0.01 17 ft pro yj WDL 10�0 Cape FBC2014TP12007 MxMxMS` Weighs:V to FT=20% LUMBER- BRACIM113, TOPCHORD 2jet SP No.2 TOPCHORD Slimplural sood!sheallhing drevilly applied stair oc pudli BOT CHORD libut SP No.2 BOTCHORD Rigid palling plinxtly rablikol Ill oc lftexi OTHERS tiou,SP No.3 REACTIONS. AhloarMIN911-2-11. (M)- Max Rom 2�(LC 10) MaxUphM All uplift 100 loorliver stjoint(s)experps2=-11i 12),5�110(-C 12) MosGray All reeptions250 th orlessallsofts)8,r7excian 2=347(LC 1),5=117(l-C 1),2�7(10 1), FORCES, (lb) TOPCHORD 2�--5002(52,3�-398IV251,45-500,2� BOTCHORD Wi 1)Unposianced!Not IN.loads have been ofteederecl for fee resign, 2)Wind:ASCE 7-10;Vult=13pareph(�savrftnd gust)Vass1=101ofth:TGDL=5.0pat BCDL�.Opef;4=2511;lf-�511;L=2411,expel Car 11;EV B;Opt.,GCp1=0.18;MFRS(directions)and(>C Experfor(2)(i I to 3�1 1,InWdOr(l I 3-tpl 1 to�Di Exterlar(2)4�0-() to 12-7-5 mine;and vertical left and right expossed;C-C for neopprom and forpos,&MFRS for explions Mayon;Luenther DOL-1.60 plate gi DOT=T60 3)Truss dissigned for vand Iodine In the plane of the tries only. For Studs exammed to Wnd Monnal to the face),ser,Standard Industry, Gable End Details as applicable,op poni qualiffied!building ossigner as fair ANSVTPI 1. 4)Provide adequate colinage to prevent enter bonding. 5)Gattle requires continuous Whole phool Nowing, 6)Cape ships spaced at 4�O oc. 7)This thes has been dmipecl for a 10.0 put thiphoon chord4fte,load noncorptornoto Win any other live loads. 8)-This tons,has been designedl for a live lorod of 2().0peof on Me bottion chord in all areas elefte a rectangle 3-6-0 feel by 2-0-0 Wde Wll III be.Me thotrom proof and any Met rearnorre 9)P.d.resvinarrip.1 onne,ficin(by Wifte.)of trues to bronfing plate pattralre of allostarwing I 10 to Milli at jont 2,110 Ilb upfift at joint 5,110 to Win ad joint 2 and 110 11,uplift at joint 5. 10)Sao Standred Industry Pfiggsback Trues Connection Deral for Connection to base truss as applicable,or ponsult quallfilea building designer, 'per.anuhrol-I.NH-11 _or_t .frisirseiNn.re.ree,the loul doliftermirsnivero, x louldilloadmix, ev"NoNniou"In and, fti Sol nonevollon ovalove avo�hurs,Nuv�hassi N.toO Mosel se,312,xevnoxtiv�VA�314, T., F1.1. T. T.Type at, mr, butt Flits GABLE 'n"38811b, Is Ali Raftesno.(options) fluddial,Cannsonfint Supply. Jeskidersh.,Fl=5e ."..star.su,,.,as assoures''.. wed Aug 31 06:3f,54 2016 Plate I ID:dnLxGkrryC%�N�lg�6�CA3KGoWZ-T7�w�T��l�VPHWIIK�Nu? I t:U, U�:jj:2 0 bell Ser-1:234 m 3 4 7.0)F11-2 has 11 21 22 s 2 7 2s4 20 11 3s, 27 DEFIL In (I.) W.1 W �TES GRIP a Grip COL 2 OF vart 0.00 6 Wr in win �190 2S T 2 2S bar DOL GO (1 24 Ven(TL) O.W 6 Wr 1 w St.In. YES WB 0.0c, HorLM) 0.01 17 nor We a RCMI�Plls)07 wilse-NIS Weight.45 It, FT=2M ILUIRBER BRAC111101- TOP CHORD W SP Ni TOPCHORD Stne,fteal sonsil shandifiling dat applied].fr�co purflins. BOT CHORD 2,4 Sp No.2 GOT CHORD Rigind mfint,directly applied or 10-0-0 a,breadrig. OTHERS a4SP NoS REACTWINS. Allearin,all-2-11, iflo)- Wri 2-�(LC 11) MaxUpflift AllupliftlWilborlearatfi,lithI2,15,9,7 Wai All md�2WIborl�aticint(3)8,9,7�CW2-2n(LC 1),5=2M(LO 1),2-�Irl 1). �-vfifp_c 1) FORCIES. fin)-Wax,Consp.svidus.Ton.-All foram,250 filb)orreareloalotsfeen slasen, TOPCHORD 2-3-3M55,34-257/1N,4-�&l55 BOTCHORD 2-�--4W57,8-�-4W57�7�-4W57,�7�57 1,10"It 1)Unbodal mt le,trusts fifieve been for Me design. 2)WinJ:MOE 7-10:Vult=130nian(�ohcl gust)V.d=101.ph;TCDL=5.0sm;BCDL=5.Omf:h=25ft;Bf5ft; 24ft;eami-,fit;Cat. 11;Ev B;E.I..GCW0A 8,MFRS fidffifi�tlfionil and C-C Edi 0-3-11 to 3�1 1,InWor(l)3�3 11 to 6�0,East� to 6 11 0,Wi 11-1-15 to 12-7-5 tona,and,witroad left and right repast 0 for firmarnififies,and heroes&MFRS for sessions storeat Lumber DOL=1.60 plate gnp DOI-1.60 3)Tw��igmdfor�ndi��lnffiepl�dt�tmwwly. ForsUfteM�toWnd(nomWtoMetam),�S%�Mi��stq Gains End Details as applicable,or�onsurt qualified urd1n,,designer as WANi 1. 4)P.A�.d,.ged.n,atn,..tt.,wMing. 5)Gains reetulm�rfiaru,Ws Whim clistrA testing. 6)Gates struch,spai,ecl at 4�O.. 7)This truss has Won designed,for a 10.0 list Whom clst ree load norwominnert sun my other 11w mals. 8)-This how has Won designed!for a flr�load of 20.Opf on the Whom chand In At show asters,a recturight 3�O tal by 2�O ends Win fit Wharearn Me Wflonu chord and any other oriental 9)Prasce ae&ahi�ril rste�hon(th,offies)of I.to Wall ng plate aWbJ a of withstanding 1 W I,u,nift at 16 nits)2,5,9,7,2,5. 10)Sea Stancard Indust r,Piggyack Tana Con ttamtfifion DoWl to r Comourion to base Was as aphoatbre,or casuft qualified Wild N daegi A a .-ase,ease as....'ar.rose.b.bodursons,ti....�.1�.- lisen,serfor-oolyedilfiliefil so-ed.."neesso�i"....',s.—ruse., IONIC rest d"t I.pe.E.B. fast Joss frum a...21..�Lee �ll ic�1,4 lk Tei,a FIL sail Job T. T.Type Ql�I my I�OA Tol GABLE I I T931,81" Ittakfing Build, Jeclonal Fl 32256 Job Reference(opamen l a Aid�istia en I efir readdidde,Inc. Word AW 31 08-.U-.M 2016 Pairs 1 JIV ID'&L!�WWM�Z�IOJ�W.�MAY�WHc-L4n,"RM��V�FOW�Nu_ 0 S" fiu� + N2 2 1 10rI . �W fied= ..l. a 7.0 11_2 9 276 10, 11 dis 11 2 14 U I U Lu 25 25 17 is 24 23 Z? 21 20 Is is art 11 NEI 11 1" LOMW 2�O CS1. DEFIL in goo) Alan W PILATES a" TOU 2... Ie=I)OL �25 TC 0.29 VW(Uf puxf Is-15 dfi� 120 VIT20 2�w .DL umber DDi_ sa SO DV Ven(TL) tt.o,t 1�15 ft 120 BC Ri,p States 1. YES WB 0.07 Hddd(TL) nu,ft 18 five nar BC FW201471,12007 Want W.Sid:S)J, FT=20% LUMBER. BILMINIG, TOPCHORD ZvISPN.2 TOPCHORD Structural wadl sheathing drectly all or 10-0-0 m purfirs, BOT CHt0RD 2.4 So No+2 except sat�,Yflcbb, WEBS 2h,4 SP NoS BOTCHORD Rlgld cating directly stapled or&0�13 oc mading, OTHERS W So No.3 (b)- Was Horr 2�-1 33(LC 10) daxUpJIfi All uplift 10DIborlded,atjofirftfis)�,20eacept 23�121(LC2H,2�-156(LC 12),1�421(!LC22). 18=-155fi-C 12) MadiGns, All reackons2WIlborlessinjont(s)21,22,23.n.19excepi!�- 5(!LC21).1�afii FORCES. (lo Mad,(3ornp.Akor.Ton.-All forces Son(to)orhods social wenstrow, all 1)Upbstanded!doof If.kdade hades been considered for Use aesfi,it. 2)WIM:ASCE 7-11,Vulfi�Mnnph(3-second then)Vasd�l 01 pript,TCDL-�.Opt,BCDI-5.0pak,h=25ft;B�ft, 24ft;ea��Ift;Cm. 11;E*0,E.I.,GCpi-=o.18;MFRS(direct")mcl C C Efitmhor(2)-1-4-0 to 1-11-8,almor(l)1 11 B to 5 11�, 5-11-8 to 8-11-B Ards;and arlical left add right exposed;C C for Members,and firdsai&M FAS for reactions show;Lurbider DOi-1.W plate gnp DOL=1 So 3)Thars bleei,ded!I.,Wind![.ads In Me of..of the i.e..1, For fituds alposedi to what(donard to the face),.Standard!Industry Cable EM Details as mplicable.ot constilt qualified!buildlit,derstrfer as bar ANSITT'l 1. 4)AJI plades sad,2M W20 unless onemiderendichbod. 5)Than to be fully sheathed fimin me face or smadely braded!against lateral movardent(Le�dia,mal"b) 6)GaVe mucs maded at 1 4 0 oc. 7)This truss has fieseed resigned for a 10,0 psi bafford chord 11,,e Wit nonconecurdant win any other I"Ideas. 8)-This truft lars,been designed for a Ilve load of 20,0rds!on Mit bollond choml in all areas were a rectairs,,10 3�0 tell by 2-0-0 Was, Wl fit bethessor the tollond�rd and my other members. 9)Pmide anectfarrIcal contraction(by offiers)of truss to hearing plate capable of whardendid,100 11,uplift at J.Inl(s)22,20 socalat Or�b)23,121,24=1%,1�-1 21,18=1 56. 10)We dbbrw� -a hinuedon rrdj,��Ofi h.,Zr.,dd.,d,r MiTek 6'r4 Prrk,E-B�d .a.oVoIc..f—Fl.. 2fd It ufZ T, 1� 1.11 visa hapt saUNLE Tads,par Job parent"whan c. I D:d el in YC6 6 R2 0 IN SK�Z&dlt�"Z`�-F'1'.4-IF w-4 F-M�;:71 do 16'4-y,,'�'s MM WPW4 f 1�7a Scale-I U.7 9 10 8 ,7 4afi 13 7,00 FIT '4 Is 37 16 17 W 36 Is 2 33 19 ,'aS 4xi- 30 4x12 1 p 31 29 ear 27 M 26 2. 23 22 21 33 32 'bdo= Wi� Phd0Offsah(XY)-- [20-24.0-2-01,119,0-3-8,11dual LOADING(paff SPACING- 2�0 Md. 181 In 0.) V" Ud Puns GRIP VL TCLL N.0 Plate Grip DOL US TO 0611 L, M� �Irw 240 W20 2WIW TCDL 100 LaMper DO11- 1�25 BC 0.65 _d M-34 >999 1w 6GLL 00 Rw St.Mor YES WEif 0.31 HoRd(TL) -0.01 19 We We BCDL 10.0 Opal FBC201,VTPS(a07 WoNgloh M3 to IT=2M LUMBER- BRAI TOP CHORD WSPNO.2 TOP CHORD �wdurWmM�WNdi�flyappli�or&�Ompudins, except BOT CHORD 2.4 SP No.2'Ext am venticides, 8iV 208PN.3 BOTCHORD Rigid calling diradyappined!orS-0-D op binding, Eiftept: WEBS Zal Sp No.3 0�0.b.Ni W-U,32-W,31 4f2. OTHERS 2X4 Be No 3 JOINTS Bracer at Jhs�:35 WEDGE ViTek reparsonavis Met Right:&4 SP i t ha he'"a's"Ma"creation,In accordance vath Stabilizer REALTIONS. EMETI-L-11IF-I�.dwt— (1b) sftrXHop,�=-200(LC10) VIUUJM NIW[iftlMlbori�atIOM(s)M,28,V,�,25,24,�,�,21 smant n=-339(LC 21),W-260(LC 12) WatGarear �lwdons2WIbori�al]dM(s)lg,N,28,27,M,26,24.23,22, 21 carcead�S(LC 4),3�W(LC 17) RDRCES- gn-Alex.Ccnvp�Teh.-All forces 250 AIR or sans except Man sham. TOPCHORD 2�411034,2-34-�W147 BOTCHORD 31��Ripl WEBS 4-37=-320097,tkr-t)7=-32SS7,��-35V1 11, NOTIES, 1)Uninvalanceal fact live loses have been considered for his design. 2)Wind.ASCE 7 10;VUw SoMph(�seporvdi guff VereEl 01 ph;TCDL--5.0Ipsf;KD".0pab hl�511; --2&E eava-sft;Cat. 11,E,B;End.,GCp".l 8;MWFRS(directional)and C C Extearvar(2)-1�()to I fl-0, olerohl)1"to 12 7-8,Esperor(2) 2-7-a in 15 7 8 cane;end particad left ex,pri C for meorthem 1pcl forces A MFRS for reactions spash;Lumber DOI--l.w Mrs.ship DOL=1.0 3) Those centered for wind loads In Me plane of the truss onl� For shirds opposed to land harrier to the face).saa Stordard Indradr, Gold.End Details as affe,licabler,fa,canarrit dist b.[do,deal,ne,.par ANSIVTP 11, 4)All plates am 2x4 MT20 uniess offirmaiss indicated. 5)Gable dude,spaced at 1 4-0 Oa� 6)This troes has been depagned for a 10.0 par baffloor chord live load norachourrent Wth anyother fee cads. 7)�This trsts has been designed for a live load of 200paf an the Wtom choW In all areas Mere an.,wingi.�"fall to,2-0�0 sads, Wil fit teeween the berm clhord and anal manners. 8)Provide Mechanical ohnear.ir(by agree)of truse to hearing plate capable of Affistanding 100 ib uplift atjoint(s)U,26,27.Sit.25. 24,23,�.21 exatipt Oh4b)29==339,30�-260 LOAD CASE(S) Standard A..- �..vpha.....'shopeares.roadessel 1. ap0an..'a"aach".W.1-1-se,e0an Is..'r,'anne....'orair. ..-soloo..-,he predre,�.-fv.ry oe,�rv.lcsaan poroor... de'vew plans E.live ease, scar'tcra.,2to N, n4 are.oL=10 4 "by IN The" The"1: TOA I T. Ri PECIAL --�- = lr� ...... 'febeara".. 8.010 a So 2016 ShTek Morelli in. Won ne,ji m�:bt 2ove page i L l�.dn�IMYCN�OW�IgJzW&mA'WCA,�.�"bi��K�X.RKF�Hil�nNty L 2 4 1 Ti-2 1 til 1 0 fl-,OW _�77 So Sco. 1 .6 700 V2 d 14 2 7 13 12 11 Sol 11 2.0 W:L W L.,Na 12 PISfaOMoSmY)-- 1510��!: at IG1- 27� cm DEFI- In (W) 10def! w PIJIM GRIP L 1 p L Lor"'S In, =i DOL .25 M V ILL) a- -10)��= 2W- -r o "'S 1-11 T TO 0,52 V-MUL) -0.0 9-10 >QSK) 240 w20 �Iw DOIL SO 0.47 VOMITIL) 0.14 !e10 >M 180 T.- i YES WB 0.42 H.(TL) 0.03 a nVe, We 3=l4ffPIYQ07 Sheri Weigint:162 fift FT=2m LUMBER, SRAV:3111G, TOPCHORD w SP No.2 TOPCHORD Structure!mood!sheati dreoAly applied!or 6�0 w prolm, BOTCHORD INS SP W.2'Exoteat' ept and yerficaft, 4-II:2x,1SPNo.3 BUT CHORD Rigid ceffin,diel applool or 1"4t oc brecing. WEBS 2ber SP No.3 WEBS WebBureSt-en,tingerefifther) &1-13(6-10y, OTHERS 2,vt SP No.3 RIERCnONG. (flealoo) Max Hor� 13�0(ftl-C 10) INIS,Uplift 13-83(LC 12),lo=-lSBft-C 12).8=Slft-C 12) Ivin,Cray 13=554fiC 1).10=-Mg.0 1),Si 22) FORCES, f1b) IAoy.ComPJVaxTm. Allforea:250Q1,)orliessefieeatelfershow. TOP CHORD 2-3=43BMIT 6-7 -696098.2-13-SIV161,7-f3-525/102 30T CHORD 11 12-10)340.10-11-5(V319,�I�309ACr,9-10=--71524 WEBS �11--103M39, &9-�90,2 12�92,7-9�213 NOTES- 1)Unbalanced loof fli oads Ionia been mralftered V MIS Margin. 2)W[W:MCE7-1�,Vult=lWmph(3-smmdgmt)VaW=101MW,TCD".DMI;BCD".Opf,h-�5ft�B�5tt �- 5ft;SaybSft;CaL 11;Ex,B;Encl.,GGi MFRS(diftex,trohni C-C Extharaq?)-1-4�to 1�.Miami 1 ftwou,12-7-0,Exteror(2)12-7-8 to 1�7 8�e;end yaftifaJ leftanal right oboSsd;C Cormearleem and foroes&MFRSfor reacilons shron;UumtooD0I--I.60 plate girl,DCL=1.60 3)At pli So 4XS W20 unhon,allhonal Indoated. 4)Ties Miss him been resigned!fiS a 10.0 pf Woon chon!INS and nonornourent efth any other five loads, 5)-This three has been Morped for a llw tend of 20d,of an to peMSn chord In all areas Share a wholl S-S-0 tall by 2-oro mce will fit behonen the ollom ChOW and my other meni 6)Pioyde mechanical wnnection(by others)of firms to bearn,plot.�ai of offerandin,IM It, pfift at pintb)13,8...,l U�Ift 10--136 M!Tek scm Soeb,l T.1,11 .1. 11"—Ele— Job T. Theas Type Pro 10WOTOA Too ROOF SPEC"g- 7 1 �167 Job Bar.,..(Operated) Botiong Component Sub,py, Jadled"114a,FI 32256 osoOF...as. vs.eu, a.,R 'W, ID.An�mYCNR�a�lg�6�6�l� U t4gl Ll *NA 1' 1 T'j7'�7 ave Sm.-I,&1a 5 7W Ff2 24 6 26 7 7 2 22 a ass, 11 12 10 21 2p) ass Rea 20 L" "b"FES, GRIP "b"T LORGING=0 2;� 09. Z�F(L In 0.) I= X T-T GRIP TO, P=DOL 20 og 5 To O.w -o.as �4- 7 2 2"IW '7- To Lol Wirtmor DOIL 1.25 Vint(T-) �.Mg 1-�2 �999 1W 0 TIDIL I.. a Boa 1.0 Rep Spend nor YES WB Hurzffl-) ON 9 We We BC.L J.. Win.aft ons", naftfift DL 10.0 Code FSC201�PI2007 wt Wefthl,ISO fla "=2M UUMBER. BILINCING TOPCHORD W SP No.2 TOPCHORD yead!sh�ffii�dredly all or�oc Refirs, BOT CHORD 2x4SP so.2'Exal sat add verticans. �l 9.1�1 4,7-10.15-18:2M SP W.3 BOTCHORD Rigid ci ormistly appeal or 1�0 ad ansaffig, Excall WEBS W SO NOS 6-0-0.bradn,14,17,13 14 REJOC11011S. 2-2-Oocbmcid,:1�11, IftaxHorz 21�200(10 10) fifirl 21-113fiC 12),�-M(ILC 12).17-114(10 12f Mal 21=591RLC 1),9-573fiLC22),17=W1R-C 1) FDRCES. (lb)-MmCwp.�T�.-�ifomw250(lb)oriess�pt�wsh�. TOPCHORD 2�-�7Vl27.6-7-�142,7��l�.2-21=.UWW.&�--5�14 BOTCHORD 12-13=-31AW,11-12=-143rF82 WEBS �19a,�M,��-14JS16,8-10-OWN11,6-16-54IM16,6-12�72, 7-1�27W 17 NKDTES� 1)Uplamadeffial W If.Wife W.men consideradl for ft des,fift, 2)Wind:ASCE 7 10;VUt=l 3arrion(�dsdxddl gual)Vasft=l(dreph;TCDL�.Opsf;WDL=5.OftPrf; 251b B"511; --251t;OMAR;Cat. 11;Ex,B;End.,GCP=O.18;MFRS fifineftionsfift and�C Extorwr(2)-1�to Interion(l)1-"to 12 7�8,Ewftedor(2)12�7-8 to 15-7-8 alone;and vancert left and Right intpoi C lot mentedis and force,is MFRS for modoom shm,Untlear DOL=1.60 date gap D01--1.60 3)Mi defles am 4M Wn dr-mis dWrame Indicated. 4)This tred,has men Mogned for a 10.0 OR WUM cl,dral live load donsondurrent Myth my Other live loads. 5)-This Russ loss Won desi,ma for a live two of 2O.Opf on Me assiforn wed In all amad same a rectangle 3-6 0 per by 2�was Will fit therhavedon Me Wean dMral it Only W,iderathifta, 6)Provide hoularloal�nttOdon(by orders)of tifters to theading plate canard,of saffishadfifing 100 It,Wfifift at joints)9,17 andso fi�hd)21=1 13. see VPens, me, ."-sma"...'so—doodeft"..."a-ma"i Duan.�.cee.,.inial........-, io—, ..sst.,fis.—.XindsIn dmJ-F.1..1v .1 osdan i-F-1—�P—IIY�,Ilv Its CMI 11.tho—.1 but ke4j., a� ol of —t,ddJV. I ,. ourvirss, ;;A: 7. P" --------- ,orders Ca��Gral ,,III. R sal 1-11"ara—v To re 1 WedAu,31(e:aa=2D15 Plate I IDml,GMyC6ddRa0NsZK!I9,U,Wi HCKNM-YkEHRdaDGM1 soti 144 sas GL;b� W,F U, stir Sat-116.6 7,fid F1-2 atars N\ so, 11 the to NNUD WILED WILED we- al- 2o, it WILED do� 3 ix 7 8 WILED 10 WILED 11 33 U 35 W37 N 1 2 12,3 21 WILED WILED 's 31 ad 1 25 19 ,WILED 17 "LED 15 �14 ads 11 40 41 4� 16 43 " 2W 11 Hall thes� WILED test I D WILED WILED Is.. NN Mr RIM W UT 2M aW PlaW�(XY)-- wouffififig hal SPACING, CSI Di In (m) Vdieff PLAVES GRIP TCU 200 Plate Grip COL 21�205 TO 0.81 Vi 0.15 15,17 >m �do III 24,W90 TCDL 100 Lot SO 0.94 Vei �0�2615-17 >916 1 ECUL DD . Red WB ON Hoi O�07 14 We : BODIL 10.0 Co, Nattri Weight,261 to FT-2M LUMBEW BRAOING- TOP CHORD Zoal SP Not'Evarpr TOPCHORD Sarmatura adi sheathing it "appled or 3 11 S To,pull I 2x4SPNo1 soonest add vieffican, GOT CHORD W So i'Except' BOTCHORD Rigid mining draphy,applied!or 6-0-0 in,braping. 5-29.M4,19-21,25-20:20 SP has WEBS Was Bract Lgth Member) 1(7-26); WEBS 2MI SP fill'Erroll 8-17 2*4 SP Nal.12 14:M SP all OTHERS 2M,SP No.3 ]REACTIONS, Ail bearringsi aerator abilefingth)14-��,27--O�L i- I Harz 31=-214(LC 6) housUplift NtwilftlWlbort�atjdM(s)27�eptal�147(LO25), l8-8S4(LCS),14--6I3(LC8) Mal Al rdi..2�lb.rl.��atloini(s)enept3l�(LCl),l�181(LC ,),��-1324B-Clg,274I33(1-4313) FORCES, (to)-All Corn,I Ten.-All moss,�(to)or law extraffifil,ahead shona, TOPCHORD 2-3-48911 ED.3-6-2611174.6 7::-254T 7-8i 0-10-1 4,C18I 1, 10-11-1 442AWI 1.11-12-1732181-55111",12-14o-1 2766591 PDT CHORD 29,30-291�29�.26-28l!-26-311/12,27-28�-SIZf58, 23-26-11(Agin.22-23i 21 22-6Gvi ED 21-77ri 17-18-310181, 15-17-=LfEQ/1420 WEBS 3-�35120-781199,11 1�81 2-3Do-3m)41,18-20--1 9bal Bi lS5Yo`03,7-M-TI3VI 70,6-1 7-ESKICal 1 D-1 7=i 12-15-62011228 NOM� 1)Untelarprod rocal live lauds,hava theand considered for Mus clesing 2)Wind MOE 7-10:Vult,:l30MPh(3-sedond Must)Val 01 ral TOD"Dideff;BCDL-=5.0i h=25ft;Boi Lioatift;leavei Cat. 11;EV B;Enc,L, 30t,=0.18;MFRS(ifivictiones):Tantliever right strapperal end vertical left and I suppose; fixorch right expossid; Laminar DOL=1.60 plate grip DOi 3)Prai adequal dranal to prevent seem poncip, 4)At phase ans 46 W20 unless Mannob.Mall,prod. 5)The truss has been designed for a 10 0 pot bottom chord!live load norranan,urreart arth any other lips knod, 6)-This trues has tapen designed for a live load of 20.01 on th,,nor.ch.rden MI areas share.nafteri"0%If by 2-0-0 arde all fit moseen the firottorn cloord and my other mandepers. 7)Fri nammoad annal(by offim)of trues,to beffing plate caume,of withstanding 100 It,up4ift at finfis)27 exasipt gt=lb) 31-147,1 So.14=613. ED'NAILED'insiouter,3-1 M(0.148's3i or 3-12d IDA 48 n3.25')to.ol For...ralleals far 1.1.ST TOENAIL Dati 9)Halogens)or other royal cavorts)shat be pirpi suffident to suplomt coranentral loads)308 lb do.mal U1 It,up at 38-11 0 on top Word,and 179 to dow and 81 11,up at 38 10 4 on bottom chord, The designoelfartion of atah stool dev,vids) is Me responsibility of others loa WAUrSASES)rai i mom to the Is.of the Inars up,.[ad.front IFI or thand,IBI pass 1.0al-1. pearm.1—onn.finvitoal ftec...Tlosy.",-...�Il Mavill,on'rpar, T— -,i vole It T. TrussT, , :�:111 S iv :1 1 1:�, T07 ROiN I IRDI R I lob R.fala�.a fcd��sfl M&8168 ......... uvlvs�—�It mll"Imusslas,lim. was"31 05,3&002016 Pa992 IIMOUGM�Osal�a�IgJzsy6tm IHC�84UHRffivDGoIROSjRlLsVIMW-ylW LOAD 0�(S) Stmclad! 1)Da.d,R.1 1-fos(bal.oed):Lunios,ln�..,-1.25,Plal.I..,a=1.25 UnRom Loads(pit) Vad: 2�-60,&7=�O,7 1 1-�,11-12-�,12-1��.�31-M.24-28=-M.21-2�20.1�19=20 �..nlratW Loads(lb) Vail:9�131fl 1 1=-212(F)1�44(F)1�-Mfl M�Slfl��lfl�81(F)W-81(F)39-81(F)�44fl 41=44(F)42—"(F)43�44fl 44=�(F) "".Md ad! MlTek -11�111�—soa�Wisope,21a H, .�Il..VA.��. T.,11.1. T. T.Type QtY Ply TOO POOR SPECI,I 1 1 �olo Butaft,Comexama Supply' Jeciderehile.F1 3UM S.OlOsAftr Job Rd.Opromill Y".eq .1. '.'1 �2mb far a'"a"ma" me ID;M�.y�R2ONaQtgJM6�Wmjof�MM?D6mgn�Um7tyN3KRuRFvAQyift or Ev w w; aux lk'0 700F_2 6 3xi 6 fial wo- Alo I 4 46 M4 7 10 al 3 de 3 d 32 de 2 12,3 21 31 ad 25 'OS- 19, pa 17 is 14 3i'l Add Is ,fefi 44 If fied- "MO J71. �LOADINQ'�Z Sp DER_ 111 doc) well Ud PlLk1ftE5 amp 11=01 25 TC aw viat(u) _if I:;: IF 15 >9990 240 MT2O 244o9O Ob T TOOL 10.0 Lumber DOL 25 BC 0�53 WmDrL) D125 14 .0 0 Mail BCLL 0�0 Rep Stiess Wr YES WE 0�73 H.(TL) 0,05 PC Mail Wiffight:28fil, F'r=20%, BCDL 10.0 TiCode FB=FbTp� "B", LUMBER- BRACING, TOP CHORD Zet SP No,2 TOPCHORD Structural extend!sheadmini directly applied or�0 oc purins, Bi CHORD ZOISPINo.2-toospl- except and veutftcaft� 5-29,23-24:l"21,25-28:N4 SP No.3 BC)T CHORD Rigid ceiling directly applied orll�()oc owing. WEBS N4 SP No 3*Except' 12-14:2xil SP No.2 REACTIONS. All hearings 0�58 except(Elangth)14�",27�. (to)- Max Hou 31�244(LC 10) MexUplift All uplift IOD borleas RHOmfis)Ox0cp31=-10ft(LC 12),18=315ft-C 12),l4=-35DgLC 12). 27-116(LC 12) Mat All heactiona 250 borleas stiounto)exONO13T=579ft-C 1),1BE1608fil-C 1),1�82HLC n), 27-�2(ILC 1) FORCM TOP CHORD 2-3=45QO123,7�-3331�,&B-47fiftuffil,9110-�IrVUG, 10T FM�, 2-31=-528i 12 1�-27WV5 BOT CHORD 28-�_66rtri 5,2628=�RAS2,5 26-28QV47.27-2E:370h73. 23�2681 MC6.22-�39,18-1 9-26VI 6,15-1 7_-351M4. WEBS 3-29140.7-26=~14,82�1MM.10-1 5-22=1 0,2<10-Gl3l 1. 14-748,400 NOTESF 1)Unbalanced moffivis Trade have beem considered for this diesign. 2)Wind ASCE 7-10.Vult*lWanph(3 Second gust)Vial 01 mph;TOD".Opf;BCD".OPW;h=25ft;B45fl,�ft;almo5ft;Cat. 11;EV B;End,GCa=o 18:MFRS(directional and C-C Extenor(2)-14-0 to 3-1-14,Intl 3-1-14 to 12-7�6,Ederor(2)12-7-8 to 41-4-14, harl 41 Tl 4 to 46 3 0�..; antilever rght exposed;and vertical haft and fight exposed;fixerch right exifichead;C-C for reamers and forces&MFRS for reactions shoem:Lurrim,DOL-1,60 plate gnp DOF-1.60 3)Providle ade,late drainage to mvOnt al porming. 4)At Plebe,are 2.4 W20 nIa,e thimee. inctnatied, 5)Tbis ones has been dl for a I Oo ps!tofform Olhord five red nonconcument With any other I ve loaca. 6)'This truss him been deel,red for a live oad of 20opf on the tottom chord In aft areas aftere a rician,le M-0 taft by 2-0-0 adde efli fit beherian the bottom choul and any Other raftexam. 7)Prowde mechanical connection(by Othem)of truss to Waring plate capable of%fthatardin,108 to uplift.1 joint 31,315 lb uplift at jcmt 18,350 lb uplift at jont 14 and 116 to uplift M jort 27. hexk;n wl eir.� .1,nel,�1-,l -n 1�in On i.buoino-mipnerm .a-Nihm.ane".x".Onmin.�'inuat-N 1.�Illfily puYem' nexim W the ,eadO humful "'N"unfir"mim.I.,. a-See. .,a m an BK mmems,me. Wadi ei, ,1 re,.atwa one Page I 8,141 �,I.4 Moo '�7 L2 XrI4 fd±� EDEs awi as,ffi "a on FIF are b,11I Is ne ace= asso 7 10 11 12 M4 3 33 2 1 2 Nr 1 - 11 � Z I. i P. za�24 11 42 21 so Is 1' 1. 32 31 30 27 2,t4 ever it 18 31�2;4 11 Ser, 60, &to "'es W nr 1M I= Wo .z , Plate OffeelS MY)- [5103�0&do],L1,02,4&I�VJVjff��I�Vol 7�7 SPACIi 0 CS1. DER. In (w) ladell Id P.ATES GRIP 6 TO OiM ven(�) din 1 z_ MT20 24V190 LO 07oo 'i On,DO zil` SPI T.TNO L .17 078 TOOL 100 La "L 5 BID 0.78 Vartiffil-) o�w I t�21 SOUL ac, R,thress ln.�" YES WB 0.7a HordTL) 0.0,1 2(1 We We der 'E. C' 0.0 o Maar.MS Weight:M lb IFT.20%. NO LOAD' I — -0 Pal 111L B,LL ,O'L LUMBER- BRACING, TOPCHORD ast SP No.2 TOPCHORD Stmobural wood sheathing ciftedy applied!or 6� print. BCIT CHORD N4 SP No 2'Exi nompt and!verti &31'21-23:20 SP Nd�zl GOT CHORD Rigid wiling timidly applied or 6�w trading. WEBS 2mt SP N.,3*Excepr WEBS 1 Row at micipt 10-20 14-1&M SP No.2 REA"ONS. Mi�M�O"�ptUt-length)l�3�,V-�M. (to)- Met Honr 32-214(LG 10) Mari All Whit 100 It,0rIQa8atj0IrY(s)32 ewrwhl�-231(1_0 12),1"�(LC 12).2112) M.G. All readons 2W It, fleas atjoint(s) 1),�1582(!LC2),I�M(LC n), 27�ml 1) FORCES, Qb)-Max.Comp.0I Ten,-All forces 260(lb)or lessetwortwiner shown. TOP CHORD 2�461,sll,8-10�420.10-1 1-2�ftrlaf.11-12-471ffiW,12 1314-�289,2 32-5211167,14-18-331Z21fS BOT CHORD �l�75,2fV3)-,(wft!20,2S2Q427f1 34.2�2��.22-23�U,15D. �21-�55ffi.19-2��B,16-17=411060 WEBS 7-2IE-2S5V5.2&22=--140(i 1022-9501�3,13�17=261 2-31--bftfoa,13-16--601z]33,11-17-144/434,822-�IX17,&2��14, 11-19-61 NOTES, 1)Unbalanced mof If"toads have been conadersol for the design. 2)Wind ASCE 7-11,Vul1=1 Notion(3 sewl gi Vswdi 01 mph;TCDL=5.0Pzf;BODL=5.0pri 1,251t;13,1511; imwz�Sfi,Cat. 11;EVE;I OCpi MWFRS diftedionsh and CC Extai-14�ti lintersol 3-1 14toI2-78,ExIeroq2)I2-7S to 3"14,Interohl)39�141,o�3-0 zone;writlevarright northern;landwidicalreftand rightexposed;pi dghtexhi for members and foroses&MW FRS for readlons shown;Lumber DOi plate grp 00i 3)Pmvid,adi drainage to prevent water oord I . 4)All platen,am 4sS MT20 unless otharwive,Ini 5)This trusis hass been weignoo for a 10.0 bar bottom Word live load noricommmant affiti an,other live load . 6)-The thise has ween weignea for a live two of 20.0,sf on the bottom mi in 41 area where a rectangle 3�6�tall by 2"wide Wil fit whaden the bown chord and any otmer members,win BCOL=1 pOpi 7)Provide mechanidl connector(by opera)of mas to finding plate capable of withstanding 100 It,wilft at joint(s)32 caution GUb) 20-231,1"Tr.27-191, ii lm,d�4wd�y m-��"in—and!rim an Individual bulloss comoment, ..a and"a eir 'vm.r FIL=10 1:ili T.Type Cry 11D HIP VT�. me M." WIT 410 Gas 7.FI-2 ana 4fS-1 3 10 an ad at an U 'aa 1 21 it 12.2 i- 36 17 is is 1. in 12 M 4,10- V 29 Z, aes fas 11 44- ade� fins 11 gig! w M -"U-112------Wo LO"IM("No SPMNG- 2� C91 DEFIL in (loc) w PLATES GRIP TC11 20.0 Pree Son COL 1.:tfi TO 0.70 VwJ 0.12 15-10 2,10 K"i 244(19) TCDL Luarleer DOL 125 ED oly, Vencirl-) -0.1ills-iff *yse Top wl� Hard Stress Incr yis INS 0 M HoD(m) aw 16 We We BCDL Code FBC201OTPIND7 Weight:295 lb FT=20% LUMBER, BRACING. TOPCHORD Zvi SP Nn.2 TOPCHORD Strunional iffood!~Nng dirdedy applied or 6-9-0 do purim. SET CHORD n4 SP No.2'Edoor Neap,and vartleater. 4-27,21-22.17 19.23-26:a4 SP Nos BOT CHORD Ron cafing Mondry applied]of 6-0-0 oc breading. WEBS 2x4 SP N.3'Eampr WEBS 1 Rom at of 8-16 11-13 MSPNo.2 REACIFIGNS. All beiron,s0-5-8exanot jr�ldpgftr)13-�3 8,25�-3& (It- star Hou�-207(110 10) Itleallplift An uplift 1001borress atjohMs)2sexxm,t 29�M(LC 12), 12),16=,qWLC 12) IvINcGrav All mactions2501boroda,aijant(S)excrept 29,565(LC 21),13=844pLCV),16,155l)(1-C 2), 25--10890-c 17) FORCES. (lb)-��mp��T�.-Mitomw2WOb)�l�mwpt��sMw. TOPCHORD �-267?251r.6-8=-M7,256.fy�-"714�, 10-1 1-953AM 2�-5141253.1 1-10-78W� BOTCHORD 27-28=-71131 1,�27�18.24-26-57V35. 25�26-424fll. 14-15=436n46,13 14--1 IMU WEBS 3-27=-4001123,10-15-397ANW,2-28�68,11-14-329,571. 8-20-75f JsJ2�170.4-20=19f NOMS, 1)Understood roof live load.hod.been n.MaW for ths,d.l,. 2)Wind:ASCE 7-10;Vfft�UftPlh(Xneormi gmt)Vand=1 Onindo;TCDL=5.0J WER--fiftioll h=25ft;B-15r,L--a5ft;erme=511;Cat 11;Eap B;E.L.GCP�-18;MFRS pfireolson.ift and C C Enknor(2) to a-1-14,RAJ 3 1-14 to 12�0.Exthorion2)12-0,0 to 39r3 4,liftelOhl)39-f34 to 46-S-0 Mon,ownfilever light sandman;and vardandI left andi higind eatoned;poroM right exonsedC C for harofters ard!to..&MFRS to, U.. no.,Woflm,DOI--1 60 Into firlp 001=1.60 3)Pomade ace,tram differentia to prompt far pool 4)All plane,am 2x4 MT20 unions othernalso Incitatted. 5)This home has been designed for a 10.0 par Iftottorn cnorcl live load ncnwn�uradrrt Win any other iv,oatds� 6)-This trons has hamn deNgrod for a live load Of 20.0pst on the bottorri chordef NJ N.farm..ractan&M-0 tall by 2-0-0 afm Jeff fit bodayseen Me Whom road and any other morrinam,Win BCDL=1 o0,sT 7)Foods Mechanical ofonnection(by 01herno Of tons to heading plate console of afthadandlo,,100 In Uiplift at Johns)25 except 0t=IM) 29=M,13--358,16-�50� It 15111 Dome T,,as CRY I off, I: 12 1:�, I I I HIP 1 1 T93981M Busaing uomprent eappay, R mad Job Refirderea(options) 8.010sAgs�`"I a"i I a Induarrift IIII Wed A,31 W:W:05 2016 Page I ID:dn�lmyCW�N.�",�,�OF?Nl��dMG�RD�wZI MD7aByiNtq Val W Vdidr my T04 s? �d sa-mo 'm me T'67 s r1n 4xIo Sins-1101.1 7 00 FIT W feel 11 M �10 I as" 11 6 7 stud, 8 a 38 10 5 �2x,4 4AS as 4 12 M 3 ads 11 33 ed 44 ,�2 1314 24 'sass 42,an 32 31 28 2h 41 44 W-p, 45 'a 17 48 16 15 Zee I 4xit) gas ssa�w= .10 2*4 11 4aS 4a;= 2,b, 11 4Z=M = N4 11 See 11 1. nI. 1.12 Plate Offewas MY)-- In 0-24.0r24A LOMING W) SPACIM- 2-0-0 DEF11- In Poc) Well Ud PILKIDES GRIP TOLL N.0 page Chip DOL 0�� Vedu) -ffm�1&18 =9 240 win 2W19D TO OIL 0�0 I Lot 1�" SO 065 V. M) -017 1& >999 'w TO Verl(M) -0.171&18 >999 re'M M r d 0.62 HI 0.01 15 KILL 0.0 Re,St. In., 1. WB We oh, BCOL 10 Cm H.MS Welgint:35011, FT=2M LUMBER- 811114011111� TOPCHORD M SP NI TOPCHORD Srabcdoural were!shielding firecsy applied or�1 i oc parties, BOTCHORD a4 SP No.2'Except' ..,t add werflosts. 5�30,24-25,20-22,26-29:N4 SP Nu3 BUT CHORD Rigid�aflmg cluedly applied ob bracing. WEBS N4 SP No.3'EdmdV WEBS 1 Row at micipt 8-19 13 15.2*SP No.2 WebBmde�Lengtd(mbmI OTHERS a4SPN.3 (6-27); REAC`FfOl� All�MpO-"meptat�lmgth)15�M,28��, (11h)- MaxHom S2-180g-C,10) WnUPI4 All uplift 100 Iberians djord(I exi K-lM(LC 12), 19-1�(LC 12).15-1"LC 12) MaecGum All�aons25OlborlmatjdM(s)�pt32�(LC21),19=1W(LO 18),15�(I022).213-1113(LC17) MRCES, 0b)-fairoComp,fiviacTed. Altomes250(lborlwastaidasterenshown. TOP CHORD 2-3-4�,5�2MM,6-7-�85,7-8-�85.8 1 0=41 M76. 10-12-N90414,12 13=957�550 2-32-512QSI.13 1 5=-�%80 BOT CHORD 30-31-7�7,�3!021,27 29-60WWO&27-MI66.28-�!)VR, 2�27�58,16�1�14.15 16=-6f3O3f3 WEBS �3�- 1.lQ-21=-136(VsB3,8-21=-12g6f 10-18-45V117.10,1411 12-16--1SlM7,2-31-Thg66,13-16=-6V492,8-18-67�,8�23=74412, 7-23=�67.6-27=-MM NOTIES- 1)Unnalmacecl mof Ine lwds have been wandered for thfa design. 2)Wined:ASCE 7 10;VuftI Somph Bush Vmd=1 01 mph;TCDIr,=5.0pl BCDL=5.0'i Ign,2m;B-s5ft;L.451t;sent Car 11;EV B;End,GCpi=O.I S;MFRS(chredfionah and C C Exterior(2)-1-4-0 to 3�1 14,InI 3-1-14 to 14-0-0,Eset 14-0 0 to 37 34,Imerm(l)37 3 4 to�3-0 adnw;C C for members and foress A MFRS far reations,shown;Lumber DOL=I.W plate gap DOL=1�W 3)Prodid.adec.sto drainage to pabeent to,goading. 4)AN plame am 3bol MT20 unless otherwise inclosed, 6)This team has been data,,.for.10 0 f bottom chord de load with any other live loads. 6)-This them haw been designed for a Ive load of 20 Omf on the Wpm cdI In all news where a reamer,le M-0 tall by 2-0-0 Woe will fit be..,me bottom dh.rd and an,d'ho,hmannims ImBCOL-10.0toelf. 7)Pedrosa amebaboal ocnirmodon fort of truss d Loafing plate 1001lb Wliftatpliss)28 exespt 01=1b) 32=178.le=-106,15=183� mdR�DWM��A��WED��m,mooted, areur-r-hu.rusneeni eumee.11,1�1--l-sm-.1seerrin.1. -1 hins"whern wrom me.the onmen hatedderesed" Am"Psomesser. IfTek seem Indeadmil andoldo,from Um Rotor leaftere,218 N.Lee street,she 312,Aevancka the M)4. FIL job T. Thai QIv Ply 10042MA T12 PIGGYRACK BASE 1 1 Tamllin Busiffing Coresident ShOpy, FI=56 Job Reference muldrail) OO1p.a,h�a.,.rW,aichw..h..m,. WWA,310:35:07016 Panel QfInlLeannyCess�NaZacig,botafflim,lodl? aygetallan,0137huRaveSiMismaB704,bito tsb-7� '1�41 s'du, 1 t. a 111.a .1. -1 sOa .7a �11 O.-l. 7.00 FIQ ess �f 41= . it NIO I I 1di 6 . 72 U 835 4,5� as 10" 3 4,6 37 1 2 12 ct, 2 22 21 IZ3 2 31 30 21, U10-a' 19 18 M 17 be 15 14 foal I SA a,a ass 11 ail 11 si M ad -&4 ea. V". M Fit M MAI UP V LOADING(POO SPACING. 211 DEFIL In 0.) Of 1-k! PLATES GRIP 1 2 TCI-1- 20.0 pass Grip DOL 2S Vei -0.15 2 M WINO 2"190 TOOL 1 0.0 Lumber DOL 1 2 T�b 2B VM(TL) -o.n 2:i 100 BCLL 0.0 Rep St.rhor YES INS d82 Hoadfl-) 0.02 18 we ne, BCDL 10.0 Codes FBC2QhLTPQ0O1r IsladdrHIAS straight:VI 11, FT=20% LUMBER. BRACING, TOP CHORD N4 SP No.2 TOPCHORD Structural socal sheathing already Applied or 6�O.pudins. GOT CHORD a4 SP No.2'Ercepir eresept enal caticals,and 2 0,0.purs.(�harmy &29,1 11-21.23-24.�Ub&4 SP day BOTCHORD Rigid calling drectly applied or 6�O ad brarcing, WEBS 2,r4 SP No.3'Eficepr WEN I Raw at becipt 8-18 12-14:M SP Nd2 Wel,Brads:Length behemider) 5-1O-3(5-n);7-LOft,22);7�9 OTHERS 2M SP No.3 (11-17);8�9(7 20); T-Brade: 2M SP No,3-9 18 resident IV) T and I tender to burrows edge of Wal,Win LOU (0.131-a-)nalls,fan od.,Wftr an minimum end distance Bruce must cower NYs6 0 wab length. RIL&CTIONS. All dearings O-SS thecept LiUsingth)14�0�8,27-=0<1-8. (to) Was Hoa 31�251(!-C 10) WxUpIM All uplift 10011,oriftessathisub)27roace,131-10al-C 12), 18---25ftLC 12),14-M(LO 12) ancrOne, Mirm�ons2�lborismatoiM(s)�pl3l=WI(LO21),18=1�(LC 2),14=7S4(l-C22).27=TC(LC21) POINCES. (to) Madr.Com,PAWd,Ten,-Ad tormans M go)or laws except wren shown TOP CHORD 2-3-4M1 75,�5-27�15.�6-30MM,6L7-2M49,7�-14/416,&Q-1 9419, W1 1-2MPS,11 12-781131 31�5311?321,12-14-66G486 BOTCHORD W-31-205369,29L�ZQ88.28-2"W205,M-a=41NU73, 27 n�tll M7.20-21=Qf344.18-19-"W66,15-17-11 VW,14-1 S--1 M75 WEBS Q-1 7�X,188,11-17-636111 15--181 18-�-847/1 n,&20-256110, a1h)=-37SO7,2-3O-42rarQ.12 1 5--ZM?92,7-n-�Valffi,7 20-6�, 9-18=-8760121 NOTIES- 1)Unturranoted roof IN.carder Ift.b.n considered!for Mis design, 2)Wind ASCE 7-10;VUt=lWmph(3 second gust)Van1=101inuh,TCDL=5 OpV:BCDL=5,Dpf;h-25ft;�451t, �- 5bihays-SbCdt. ll;E*B;Exl.,GCpl�.18;MWFRS(di�ctionA)mdC-CEModor(2)-l-4�to3-1-14.lnted0r(1)31-14tol�,E�olor(2)16�O to 3a4-14,Interfor(l)33-4 14 to 46 3 0 zonei rantgeOar right resposec.end vertical left and right thatiorried;each right oxcased;C-C for..be. ad to..&MFRS for no.tim. h.w,Lurnifter DOt--1 60 pl.ta gap DO�-LSO 3)Pidecia adequate drarearge to prevent Water ponding. 4)At Planar..3a4 W20�nl...dranneii.Indicated, 5)This huse had theen deirgraft!for a 1 do pf tordrom chord We oad norecandumart Wth any other No lards, 6)-This trues has been designed for a livi, bad of 20d,st on me Whom chord In Of areas where a rectangle�6 0 tall by 2 0 0 WOO will fit between the bottom chord and any other members.with BCDL=10 Opt, 7)ProvIdes mechanical connection(by others)of truss to bearing pate capable of effinstandr,,101)to uplift at johns)27 mucept Qt=b) 31=160,18=25B,14=391, 8)Grartairical an re,hatenstmn doe.him d.dictim,side orthe onentation of flne,urin along the top ancliorodhom chord, 9)Wamim Additional Damianant and stabilih,bintram,for thise dadern moI-& f fle,—r-...t lases ardsmaj A... 1.1�.Ohbwbaosa Owdin-so. RW�...,,pararnefraithinet-11,In-r,111,loor ,L11.... .... -1 r-1 MiTek job T. Team Type City Ply 10942TOA T13 P1G(3YRACK BASE 1 1 TgMI74 Soon,CoMpowt supply. Junionville,Fl=56 Job Reference(opbonal) 801--Ale .1..11 as'an...,lrc� Wed A,3108:36:0 WIG Ps,I o,hM�IQHE8P�S�UM7H�6WAQWnRnBWyIW are, %I Sca-1.17 7.00[1-2 7.101 29 7 -90 44 ADS 4 27 We 10 41,5 3 31 4,51 4eS 11 2 11 12 14 a sea— 25 N 23 Go a,- ad, as 18_17 N 35 Is 38 " 11 due 345— D,= 4v5 f: w 0 w "o, MAI "W" .11. P�O�(ILY)-- 18�,E,1981,11110i 1,110,101160, SPAID1111,113. 2 1. MFL in goo) Licieff ZTE6 GRIP Diff TCa M.0 Plate Get,Wt I TO'S 0,72 Vonda) -0.21 17-19 >:752 2L- 2W190 fffts TOM 0.0 Lul BC 0,69 VGn(TL) -0.42 17-19 31M 180 BCU 0 0 L) 0 Ref WE, 96 Hai -0.01 17 We must Wait WOL In Cat load.W Weight M 0, FT=Wi%. LUMBER. BRACi Top CHORD MSP Do 2 TOP CHORD SUxturand woft!sh�NW directly applied or 5-11-1 of,pufflos, SET CHORD N4 BE W 2'Except' weat and varticad,and 2-0,0 co paudints Bi mact 6 8, 5�23,20-22:2*1 SP No,3 BOTCHORD Except WEBS W SP NG3'ExDW 6-�a.oftecang:21 n,17-19. 11-1&2*SP No.2 WEBS 7-9-O(B-19t8i OTHERS Met SP No.3 (8-17);7-3,10(101 REACTIONS. All Mi D-5-8 wept gii1ength)1�3 8,211110-3-8. Ob)- Wei 25i 10) Wal All uplift 104) borless atJoind(s)21 wmpt25-152(l-C 12). 17-171ftC 12).I3u=-147gLG 12) fWal All mdms2501bori�Bt]Oi�t(S)e�t2Wl7(LC21),17=17M(LO 18),13 Tr6g-C 22),21-=Si 17) FORCES, f1b) We.Caftftp�Too -All forces 250(to)or Ws wept efien show. TOP CHORD 2-�-509ti 3-&=-nM1 1,5�317=,6-7-287nW,7-81101 2-251:-566231,11-1�-70(4232 BOT CHORD 24-25—KISVM9,23-2�-,IV429,22 23-451297,5-22-4381 1�16-261508. 13-14-7&418 WEBS �2�—f!69`100,7 19-36f393.7-17-746f225,0-17-851 10�16-7011199,10-14-�,2-24�=i Ni 1)Uniftelanced mal live JoGM,have how conskered for Mis clesign. 2)Wind:ASCE 7 10,Vuft=1 Which(3-noond Bud)Vasof 01 eni TCDLiiiSBlsf;WDL=5.0,t,m:25ft,B--15ft,1�1511;somi Cat. 11;EV B;Eni GC,E::0.18;WEBS(directional)and C C Extemi-1-"to�1-14,wasomi 3-1-14 to 16�0,Exwoi I�OC to 35-34.lintani 35�4 to 46-3-0 mine and verflical left and right wasi for reentivem and Done&MFRS for Motors Show;Wralor DOL::1.60 plate Ship DOL::I W 3)Proode,accounts drainage to prevent water porvIDW. 4)All plaws am 3x4 W20 union.11movi...holmatemt 5)This truss has ono designed for a 101 Pat bollon chord live two normorcurrent Win any other live wans. 6)��Fls thin has loni designed for a live load of WLpsf on Me Whom chord In Wl awn Mom a hiclarifte,3�O as by 2-0C Ads All fit beemen Me worn chord and any offor members.AM BCDL-I 0.0pi 7)Pwi mechanical connection(by oflesto of Mom to Waring plate capable of withatemung 100 to uplift st joint(s)21 wal g::1b) 25rrI52,17=171,13=147 8)Grapplecal Willi representation does not depict tmf sion,or the orientation.1 Me purin N.i the top aralmr Wt.chow. Ates. a a..ce wo mal thulnurevencer low P..Got res,wo,.or. �t,.ve now. �Dnyxi RL MID JI't, Trusts T.Type CRY Ply : I III, T14 PIGGYBACK EpVSE T9388175 Budda,Cowshand SuI Jacessandle.Fl 3�56 Jrlp Reference rocififieften IMIMI 8,010 8 Apr�u au'd'"'awasusaftes" yord aug a'ofts.e.19 2016 Ple 1 -11-7 e.T 'f�RaO14eZrtINMBMrG0RkU0 wMAyR0E.EGyvjuKpFpLWFrNdfiRBI aI 44 c-so Sure 1:810 7m Ff—2 a14 11 ria a. It 6 .6 2& a_7 __S 4� 27, 4,25 4 24 10 9 2 12 16 14 13 22 21 19 IBM so 31 4XV) 16—W IM2 star 11 he 4xi a,a= Iss" k JIM. �1-1117 PlettiOlfferfiI LO�l�(Iffifift SPACIl 2� CI DEFIL. In 0.) videt! Do PIjTES GRIP TC11 21)o PlateGripDOL 1.25 TO 0.75 VI �0.4416-17 �720 2,10 w� 2"190 TODIL 10�0 Lurnifter DOIL 1.25 BIC 0.18 VI -o.nIS-17 �1 im WILL 0.0 Iftes S owns Incr YES WIB 0I HGI 0.02 17 We has he BCDL 10.0 Code FSC201�IP12007 �x-M WI 313 to IFT=20% LUllHI BR=l� TOPCHORD &4 SP No.2 TOPCHORO Structund wood whothering diftecifiraWlified!or 4-6-1 m Wrins, BOT CHORD N4 SP No.2'Except' ifiescolut and warricals,and 2�O oc parrins("�III&S. 15-17 tniar SP NI BOT CHORD Rigid calring difififictryadrated or 1"-0oc brachig, Except WEBS 2ot SP NoI 6-0C.brachin,18-19. 1 Row at fifichat ST17 WEBS 1 Row at firldpat 3T19,7-17,11110-16.6-18 REACTIONS, Pithistreal 22-71SAID-5-8,17=19�341.13=1060AD-5 0 War H.22-25RILC 10) Max Uplift n-207(LC 12),17=�67(!-C 12),13—MO(LC 12) Wiffir Gray 22=73I 21).17112148(10 17).MID&I 22) FORCES, TOPCHORD BOT CHORD 21-�-183c!16,19-21—1 lefiftaf,17-1 8�3.1 D1 7=24rZ7Z la 161 7fi/1 IDS7, 1 3�I WEBS 3-21--01312,3-1 79.6-1 7-1�lr)SGVl",7-16=001743. 10-1�197.10-1�=(N269,2-21—�,11-1�-96I 5-181 NI 1)Unbalanced had Ifire cards now baccon wrandlered for thas design. 2)Wind:ASCE 7-10.Vull=l 30Yc1h S-second ush V.d=101mph;TCDL-=&0pwf;BODI-5.0cef;h=25ft;B--t5ft; whI Cat, 11;Eqp 13�Encl..GCpi-0 18,MFRS directorial)and C-C Emearon(2)-I�to�1-14,IntoI 14toI6-M,Esftfiorp)1ffG-0 to 351 lifterfor(l)35�4 to�3�0 from;and ,xitcal left and fight eficaosedC 0 for fireffificaffic and forces&MFRS for reactions Ificam Luarther DOIL-1,60 plate grip DOI 3)Provide adequate drainage to prawant water hoarding. 4)This there has been designed!for a 10.0 pf thol"ohn chord fare load nomorawfirent with any other Irre loads 5)-This truss has learn designed for a has load of 20.0caffif on Me Eoftom cloord In all areas wasifirs,a rectangle 3-6 0 Ish MY 2-0-0 wide fall fit betman the bottorn ch.rd and an, the,infifinfiftheare.with 8 CDIL-10.0,1. 6)P.Yd.in.ohainfical cornecton(by cithers)of tnow to Moral fig plate capable of wthattandifing 1 off I to uplift at j ointfift 17 111 QhI1b) M=207,I�nrf. 7)Graphical puffin represcrataton does not dispict the size or the Interfaith of the puffin along the top orator buUm cluord. A— waretwearI -a thou ne...tones. ..c,cs. Iffiesn, hso,ffir;...tarawas"��l face P..E.Blid aw.I'L.1. Type T,to T: T P GRYBA�K RISE Job Fairness(optional) ........... do,,e,rifo.,.w,e,hd.ra,Iya. WLL�±j 'age, DpaUGftryC65R2ONQ*Ih,JrW6Ipr k�hOY�.U��NRY�wltq-CFy5��P�4NO MINA iam�7 2114 21-sa LITIF� 4 4 7 .11* ... v's, al. g area �,o eve Sale,=imA 7.00 r1-2 05 m 11 rind 9 sea 11 da 44 a, 3 4 10 ns" If Sol 30 36 ad,11 1 2 " ? 17 1 3a is 14 19 25 21 % airs 11 sis to= 2e, V we- aw, 11 8,10- 214-W oS- Is- wra�,,-,a laa�1. a,i2 AN vlal�1 W ITY m .11. PleffieOffileal of PI,119 0 2-8,0�11,124,13,64.Edgel F"'"Im 2(pe) ap 2;% CS". �DEFIL. IS PLATES amp "a"" CS" Y. T.LL 00 P I x`=V DO L 25 TC OJ5 Wed(u) -01 17 1.' 2�. 244HN T .. �-g TC "S T,D1 I... 1-urylper WL 125 BC 0.87 Vint(m) � g_ He BCLL 0.0 Rep,Slawas liar YES d.49 WD(TL) � BC W" ty, DL 10.0 Codes FBC201,frrP12a)7 warrix-NIS Welght:34511, FT=20s, LUMBER, BR,%CINQ- TOP CHORD W So W.2 TOP CHORD Stroctural wood!shoestring drably appilea or 41�15 Is,purly, BOT CHORD 2st SP No.2'EXDW' eyoept and yedi,als and 2-0-0 do pudins(�rear):5-8. �25.10-20,B_1 8.21-24:2at SP NeS BOT CHORD Rigid�.Ihnil to brooln, Ext,W: WEBS W SP No.3 1 Row at midpt S-24,W17 WEBS 1 Row al Idpt 3-20,5-25,7-18,B-18 REAC11� posize) IJnxH.n,29-2M(I-C 10) Max Udift 29-193dC 12).1�-201,(ILC 12) MuGw2�(LO21),14=110(LC18),2�19ML017) FORCES. (Ith-WrocCoorp.0ortit-pen. XII..es2Wgb)orhdw.,twpwr~. TOPCHORD 2-3-85y,TM.�5-15VM. 6-7=-578�1,7�--578i331, 8-9-1 190�1,9-1 1-120,VS58,11 12=-147M26,2 29�-MPRS,12-14-107WI0 BOT CHORD 28-�I 8=1 7.2�28-1 0%Ar50.2�26�0�60,24��13,22-24-1 007/162. ��-101&172,2�24-�1/173,20-23=-�W114.19-22-5"55.17 9-17-301Y189,14-15-�,VSt7 WEBS S-2&0d2Sy,3-26�-631VVH.&�,5W568.5-25�-7�,15�17-14911214, 7-1e-ZF171165,6-18-93SA 8-18-44(U49, 8-17=-211MM,12-15-101/B(et 110TES, 1)Unlesessai rat live loads have been oboalconal for this deagn. 2)WIM:�CE7-10�V�1=1�ph(�mdgM)Vftd=101mph;TCD�.O�f;BCDL�.O�f;�259,6�5fl; 11;Fail,B;End..GCW-0.18;MFRS(directional)and C-C Extensity) Interodl)�l 14toI6-",Exrabr(2)16�0 to�3-4,inherent)35 3 4 to�O�,and wertmal left and right exproserIC-0 for nominate and boners&MFRS for istations shown;1-tartifire,DOI-1,S)plate find DOL=1.60 3)Provide,adixtuate drainage to prevent water pending. 4)This bray has been designal for a 10.0 palf lastorn cloord five load nort,onsympt who my other live loads. 5)-This fruits rest been designed for a Ior load of montif on the bannorn orrcrd In all areas wines a 103ange 3,6 0 tall by 2-0-()wide Wil fit between the boltom chord!and any other ovembers,with BCDL=I r0pl. 6)Pmvlde mechahI,al corn�ton(by others)of truse,to broading plate Waste of annsfanding 100 to uplift at journ(s)23 awsipt 01=1b) n=193,1�208. 7)GraphlM Nor repnesentaten does ni,t depart the size or the oeirrallon of the photo dong the top andfor loottion,drool, AL-- wvsvowaw�—'w ea,0 N.'s,se —4ed"oses"a apaps a—ea"w-,ea"s" ..wn..rvw-uw...vad oz ivv Welk ri,,�let.�arn Bas loestv Inse Ifin.as o..t12, ra V� H� T.,11..1. job T. Thas QlY PlY lost T16 PIGGY[MIK BASE 4 1 Job Refera,de(quadral �in Build,CoMi S,M,, Jackedwillic Ft MW 8.010 a Ajda 2 -16 MIT-lodderi IN. Wed Add 31011:35:11016 Page 1 l�.d�my�MON.�lo�zWM COMV"?�UiGY-IM)(YkNbMVJZRwMg%qpN* 11, 27 04 k"N W INN WE W11 P.M Scale=I 83A fiat k� 700fI2 s ads 27-2f) a 3e; 3es 3 25 am es U12 an 12, 2 4,, 6"2— 1i 16 is 14 23 22 31 21 32 w 19 N4 11 .0 N4 11 are I Am 1.v 4-7-7 PlalsOffeati —LO 71� SP0uCING- NHU M. MING"I DEFL. In (I.)) 7� Ud PUTES GRIP LO"`"- d I V.H(LL) '. (I- P-TES GRIP TO� 20., aft Plate Grip DOL 125 TC 0.75 Vort(I.I.) -0.10�23 �999 240 VpCK) 2-190 1 T T"L lod jjQ] y.nftL) Bear 1_ CDL 10.0 Lumber DOL 1.25 3C am VtYftTL) AN--2. >999 190 L 0 __(TL) _ I. ot rve BCLL 0.0 Rep Strenes Inch YES WE an HOcIPIL) 0.0,r 14 We na ...L J., raftinh spium FT BCOL 10.0 Coce FBC2014ffPMW Niatric-MS Wright 320 to FT=2M LUMBERI SPACING. TOP CHORD &4 SP No.2 TOPCHORD Stwobural wi slarthing directly aWiW or�4-15 di,Witm, BOT CHORD &4 SP i-Efsepr etaoidt ondl vorka,and 2-0-0 co WHIM H�I)ftrsx)�5�8� 7-19.9-16:20 SP No.3 BOTCHOAD Rigid outing clueskya,flial or4-0-7 ocbMdd,. Except WEBS N4 SP Nos I R.at Hyd1pt 7-18 WEBS I Rider at midpt 3-21.6-N RE)VOTIONS. piesiae) Meet Rom�-2�(LC 10) �Upill�-231(LC12),l�2(LC12),14=-Vl(LC12I �G.�llffi(LC21),19=1851(LC17),14=7"(LO18i FORCES. Qb)-MfNComfiWtxTon. TOP CHORD 2-3-1 W00311, 5�-7803BK3,i 91387,7-8-296M23, 8-9-324027,9-1 1-789G72,11 R�067KX4,2-23=-1 11 dopill,12-14-7�91 BOTCHORD 22-23=-1�0.21-22—IWI Mt.�21=47536.18-19=-1 751n05,7-18-1�Sh W. 17-18=11 X51 5,9-17-1 Sdr8.14-1�55 WEBS �21-536rl 67,6-21=-I GEM.6-20=-�IAM.7�0=-lVVI 136,2 2�1 M71, 12 15=11 IV488,9-18-68511 St.15 17=-1 53AS85 RIDTEB� 1)Untradancesol.1 live loads IN.been considered for this design, 2)WIN.ASCE 7-10;Vuft=-130mph(�Mcdorftl Wed)Vmd=101mph;TCDI�.Oidd;BCD�- opf; =-2511:13�511;Imft;ddhm-�T.Cat. 11;EV B;Ens.,GCpl=�0.18;MFRS(thractional)and;C C EdmWq2)-14-o to 3-1-14,Intandr(l)&1-14 to 16�,Ettamr(2)16" to 3S3,1,Inti 35�to�3-0�;and vertical left add right m,dsed;C-C ma Hearst and,forces&MFRS for muctions slat Umther DOI--1,60 plate find DOI--1 60 3)Provide Nadi douna,to prevent is,Wist 4)At pates am 46 MT20 unmes oftesneem indicated, 5)This ti�has been Marginal for a 10.0 psi Whom chord live food nondonourvent wth an,other live Inside. 6)-This toss Me own designam for a live load of tK.Opef on Me homm chord in of areas Maw a rectangle 3-6-0 tal by 2-0-0 ard. well fit badvemn the dolihnn chool and any other Meardiders,Win BCOL=10ftV. 7)Provide mechanical connection(by Otmod of users to treating plate at jointuft 19, 8)Provide madvarsdal connection(by otram)of Mers to Mord,plate careens of effiftmodift,I W Aft uplift at iontyr)19 incdept ai 23�31,14=221 9)Gradluldea WrIn representation does not district the ads or us orientation of the purift son,the top andler Ifoltom chord. a . see,daes, a..Has earehr—1. �'Nrhoe Hass" 1.1a,Sese Bad uses, heared,If..�ma fteand ses�1� .1, FL stand jefir T. T.: city my IOWTOA T17 PIGG' ACKBASE 2 1 T�in Buildr,COMparesitSul dIrelOOraft,H=56 lat,Reference(cphonsid) 8.01us Mir soant,air I er industries, no. Wed AM 31 011 2016 PW I 10:d��IMY��19JM8��UFKMIR4pMMUTy��BTX�WsjyiM M. N.c ,serfe".fied ed, ti 7.00 1-2 5 star 9 ads 4 31 <3 "'10 12 "a �2 is 1 '31 ?4 Stirs a 14 IS I. m 21 .,0- v tie W� .- w 11 w 11 7,10 2'al ii 2,4- 2r4 11 ff� in. 1.i .1 22L W T-7 �12 al. �77 SP=CIN 2;% "'d D.E�F(L�fi n (I- PJVTES GRIP 26 6 DOL 1 26 TO Or7S -0.1'3�28,2d = 2�. w;!0 2*11190 SO 0_ 1.25 SO 0.6,41 WdI(TL) -0.2628-29 �W* S P,� G' T.- 2M.h Pilate "'DO T .. le, 7_,DO' 'a, 00 R fir " W, 0.1 - her YES WE, 0.81 Hodz(TL) 004 15 We We GO" Joe Cader V2,I,tTPItM)07' wwx-ms I Weight,M 11, LUMBER- BRADIP10, TOP CHORD &4 SP No.2 TOPCHORD Structurat Wood sheathing charily applified!or 4-6r0 ce,purfind. BOT CMRD 20 SP No.2'Exes,ir shostrit and and!2�ce purfirs,(am their):5-8, 7-25,9-n,19,21:2M SP W.3 BOTCHORD Ngid�lingdi�yaWIIWW3-11-13oc�d�. Except WEBS W SP No.3 1 A.M.1dt 7-24 WEBS 1 Rovy at mldpt 3-27.6-26 REACTIO14S. (flysibe) effect Hom�25,1(10 10) liffiast Uldift�2S0(LC 12),2�- (-C 12).15-2pHLC 12) War,Cray,�l I&5(LC 21).�18M(LC 17).1d=760(LC 10) FORCES. go)-Idea.Cont,or,lif TOM. All forces 250 QlM or hear exact arthen shoran TOPCHORD 2-�-1327/337,3-5=-925`fW7,5-6-7tr7M2,6�7�- 14ftlffi,7-8-2801322. BOT CHORD M29-17filnr).27 28-1 W 202.26-27-16,fEeG,24-25=-1 7584ifil 7-24-1337113), 2�24-1 001�.�23-2714%.17-18=-217A)36 WEBS �27=�l 68,6r2�1feSS6.6-2S=-nln82.7-26=-14U01 1 V.9-2�nll 81, 2-26-1�13 16-177444.12 1 fl=-ttafifit 11!1-2�-1 50RN,11�-25172 lIMDTES- 1)Unbeffirrosal roof fifi,e foods rose been considered for his design. 2)Wind ASCE 7-11,Vule=1 30mh(3-riscond .1)V,daI 01 fingen;TCDL=5),J;BCDl-5.Opdb =25ft:�-4511;�11;essi Cat. 11;ExcB;Fort,GCd=0.1S MFRS effinectioner)and CC Extri 1-40to�1-14,lntedor(l)�1-14tol�",�eftr(2)1��D to 35-3-4,Intermit)��4 to 46-3�whi end venicid left and Might eposert C far ofirsalthers,ardl to..&MFRS for hadions Mom;Wordea DOL-I,W plate got,DOL-1.60 3)provide iddefitud.doi to fifiervard .far Foralfin,. 4)At filid...4x5 MT20 unless dreariesse Indicated. 5)Tints those has toich,assi,ginsill far a 100 off fiedfloon chod!tire lead nonconaborent With a,other Ive leads. 6)-This truse has been deagned for a fi� ased of trooper on Me prootern chard In all areas alred a motanglO 3S 0 tall by 2-Or0 Woe *it fit belvesen the bottom chord and my other Mandate,Win BCDL=10.0i 7)Pre,les,merhartiam connection(by othem)of trm to Waring plate at johre(s)25. 8)Powder machartheal connection(by others)of tr�to Wifing Flats capable of witinsfirmill ir,100 to upil R at joint(s)25 except 0 1,11b) �-230,15=221� 0)Graphical purflin representation does nd Mai the am Or Me orientation of the puffin star,the top anctior boom chord. hot,�, ssio��...'in000000_efioh. -I 9,h= �orfififieo,ofifi.fihnfoadki ,:V=I.. - MiTek �V has T.Ty,,, Cry ply 18 PIGGYBACK BASE 3 1 job Rembeirce(ophonal) isamm, ou", Jacessafterle,R 3225A fl 1010.All ad Me MIT"Minsines,mi,. Was All 3101 M16 Page I ID;M�UmyCM�ON�,JMM�dXMMIPJ.IM�OMPMEE�Mt�5PAOM V tH 'V? %FY W W, MR TM7 WIF PH 1,mr, Zito I 7.00 FIT 4si toar a veifa 10 \ : 405 Sol 4 12 Mi 13 3 3 'IX5 4.0 4 14 4,, 2 a 'a f an" ini!- I I ad ad t7.0-.1 .1. 24 is 4.10 to 17 33 32 .1 28 27 .10 3d, 11 W� iss re". TIM "s �11 .,a 1b, S�Sjjl 2 if j. Plane Offereaft(YY)-- 11 11910-2-0.0-11-S.[25 0�0,�]. L2910�8.Ec,,],[M.041�.Edgej 2� ON. DEFIL in got) Videff LAJ PLATES GRIP 25 TO, IN -1 TELL plate do IDOL 7-n 0 "a"'LL 0 n 2 2,10 111 2WlNi TOM 10.0 U.Mise,DOL BE o.. ikrrftll-� 07, it7 1. BCU- 0.0 Rep Strasaw Incr YES WB 0.81 HOUITIL) 0.10 27 We bra .0 Cable FBC201,VTPI2007 Welight:351 111 FT-� L"Ag""V. , — T � I-d) plin T", .a L BE, Wx LUMBER- GRACING- TOP CHORD N4 SP No.2 TOPC"ORD S,volund abool sheathing dradly applied or 3-10-1 No purins, BOT CHORD Zar SP No.2'Ember except and and 2�0.purfins(�M.):6-10. 5-31-7-28.9-�'11-24.21-23:2M BE No.3 BOTCHORD Rigid collIN dimity applied or 5�2 o,bou,1W. Except: WEBS �4 BE No.3 1 Row at micipt 7-29,9-26 WEBS 1 Forest radix 6-29,8-27 REACTIONS, gheares) Mas Hor,33-25HIL-C 10) Max Uplift 33-221fti-C 12),17�217LC 12),27-�ftft.0 12) Max G.�l 187ft-C 211,17=76fti-C V),27=180(LC 1) FORCES. ift)-Mia.Coftrpiflilad�Ten.-All forda;250(M)or less raisin when Show, TOPCHORD 2-3�--1214�97,M-1 71 VU2,�-1�79. 7�--BIM92, 9,9-10=-300SH 1,10-11�14.11-1 a=-788O5S13-I4-941M0, 1�1��47,2 33,11381331,1�l 7�1781 1280 SET CHORD 5-W=-361e?1 1,29-M-�.26-27-8�3.��-W16, 2&��ll.11 25=--241466,19-�20019I WEBS �32=-7�W.62�--27V47,��-31�,�27-1112tl�.2� 161,903, 14-20-259450.20 25-141M 1,13 25�251M.27-29-SpArS, NOTIES- 1)Unibilanced!Not hire loards have Main oorsidered for this resign. 2)Wind ASCE 7 In,V.JNI 30difth(�smosdnd great Vud=101mph;TCDL�dpaf;BCDL�.Odsf; QMt;B--Iffl;L-N511; Car. 11:EapB;Endl..QCa=Cm;MWFRS actradflonaft and CC Ecrteriorg?) l�to�1-14,lntedm(l)�1-14tol�",�dor(2)18�O to 35-34,IMI 36 34 to 46�0 wro,and yortail 10 and fight exposed;C-C for intableards and forces&MFRS far medians shown;Uturther DOl-I.W plate grp DOI-1,60 3)provide adequate dralrang.W p..Nt far Nothing. 4)All pland,am 2x4 MT20 unless dromme,Incloated. 5)This ftbas him been oriented!for a 10.0 prif boom c1bord Irs,load orinconcurnent with any other live loads. 6)-This arms bes been resonant for a live load of 20,0,0 on the bittorn c1tord In all areas Mom a rectangle 3S 0 tall by 2 0-0 wide Wil fit between Me doltish chord and any other members,with BCDL=1 0T),oN. 7)Prosirch,arecirtaboal isibres,flon(by others)of trUes to thearing plans at joints)27. 8)ProAce asecimboal ionri(by othem)of timme to hearing plate imitable of withstanding I X III.,,IM at J.Intm)27 indept(ft-lb) W�28,17=217, 9)GrVhlmi srifin rentapentation does not dedd the slas or Me orientation of the purin al the top andlar aftobb ctri yiniff,ift,in perwrosemv mul eford aw A. b.bmF aw". .1 IRAN, r, N Me c,-s,a MiTek T. Thai Type T19 HIP tiousim,uomarent al ovooso-off. Aft'M Oft 6 MITOK raltalins".Ine. Wait Aq 3108:3516 lafti Page I ,.:��,,��MZ�19JMM�ZMAN��N��MYMWV6AM�fLOWT2WW lr71.a ..".e .1 to I I W 11ja i-1-1 fail a'. aside-1:83.6 7.00 F1-2 'Ido Side safe, da,f, a a 31 evi w 10 saffir W 11 4 11 in bod 2 131 X 4b5 12 an V sids'I- 13 19 41 42 1 7 ,jNHeai4l —I- — 602— 17 16 we 11 SN 24 Sit n 21 Q 20 ade w 4;do ads al an .1. Ni LOADIW(Pat) "PACINIG, %0 DIEFIL In 0.) liblen ILA] PLATES GRIP TOLL 200 plate GNP COL 25 T. Vaig-L) -o�io M4 �999 240 wool 24,41190 TCDI- 100 Lumber COIL ED 0 54 Valli �0.19 23-24 sm 180 wa Ift Reft S In. W13 ON Herg"fl-) 0.03 20 We We Bi 10.0 Code FBC20- Womilf-W) Walgi FT=20%, LUMBEIR- IIIRACI� TOPCHORD W SP W�2 TOPCHORD Struptural ausid stravallung dreogy Settled our 4�12 oc purms, SET CHORD 2hol Be No.2'Existj notax add venues, 8 20.10-1 T.20 SP Nif GOT CHORD RigIdWl$ngdlr�yWilWorl"�mbmdng, Easel WEBS a4SPNO 3 �2.heading:19 20 OTHERS a4SPNo3 �.posting:16-17. SLIDER RIghtWSPNo.21�0 WEBS T-BM: 2x4 SP Mea-5-23 2,B Be No.2-6-20 Feenten(2X) T and I brocate;to moral edge 0 yal afflo 1M (0.131'it ral an o.c,,afth thin minimum end costance. Share meet cover 90%of also lemi REACTIONS. ftlehades) 2�1101��.l�-74�5�.�=1821�2-15 Mmi 25=-Mg-C 10) vital Uplift�-211LC 12),14-186LD 12),20,,OLD 12) �G.2�1212(LC17),14=7�(LC22),�-19ML017I FORCE& (b) Nlae�Corop.ifivion,Ten. X mi 25D get or less except valmon gral TOPCHORD 2-3-1 35=1 9,3-6-13911 876GIi 24WN,8-�-24MM, 10-12-7051".12-14�,2-25�-1 15MM BOTCHORD 24-2�l�,2�24-67�3p2l�3=�12.M2l-�W12,19 0-19=-3i 10-18-2WIS2p 14 16-13846,19 WEBS 5-24--11FSf5Il,6-23-31401.6-21-�2,6-M=-1267/130. 9-19�-650,36,16-18=14�p 2 24=IM1009.9-lS=--19WS6 hOTES- 1)Unbabomptal f If.leads Ifte.Ifteen oensidtired for this design. 2)WIM:ASCE 7-11,VuIft=13amph(3-second gust)Valli 01 mptx TCDs--5.0ggsL SCDI--5.Wf;lb�ft;B-451t;L-45ft;Paul Cat 11;EV B;Owl,GCpi=0.18;MFRS plme�tscra)al C-C Expror(2)-1-4-0 to�1-14,Inflai�l-14 to 14",Exhimuftll)14-0-0 to 37 3�4,Intel 37-3 4 to 46 3 0 one;sird vartcal left and fight agoessi for marmadhe and maidere&MFRS for notate. shoaft;Lumber 001-1,W plate grp DOI--I�60 3)Provide adequate damage to prevent Aster pending 4)This trues has beent designed for a 10.0 par Wit=Head live lead nonconcurrent win any offier live leads. 5)-This ousis has been designed for a live lead of 20.0iold oft Me labsom clarel in of shaves Mi a hattaingle 3�O tall by 2 0�0 attle Wil fit potaften the bottom cherd and my other manaloses,Win BCDL=10.0gal, 6)Provide mechanl�l ennection(by others)of those to pending plate at joini 20. 7)Provide m.haNIW orinatien(by others)of boss to adding plate capable of wiffismarsfift,red In uplift of jj 20 loodapt 0WIP) 25=211,14-1W. 8)Warning Additional peormorant and stability badirt,for thoof system(not pan of his earropment design)is suadyin;required. aseapaidalsaf a- hangs.R..1. Joir Tnear Thist Cry Ideal 120 ROOF SPECII 1 JPY Job Remmom(Oplionaft BAMIN Component suppy, jileftureassile,Fl Suess 8.010aiiafft,20161fiffekloduathei WadAir,3108I35:17IO16 Paul ID�n�lmyCW�Ne�IgJMB�lYlmg7�M TG&o3bD0ddOaW7J1ftoZgl .11. ev,7 KIM 1.11� I malm Ull M M i w W IM q G87 I.." Ovalle-I ATI fies WO see 9 4 5 7 I'o 7w F,-2 a 445�37 as a 41,5� 3 tl2:: 41 445 11 fares 21 's 1 1 U 2 2 21 is I I a- .I ,a_ &10 17 is 41,10 11 2. Q `3 31 30 N 27 1 4)6 U10 sees 4di .,,a 11. is On, sa� allft PlateOffeell LOADING(,Q SPACING 2� CS1. DEFL. In 0.) each w PLATES GRIP TCLL 00 Raw Get,DOL 1,25 TC 074 VOhLL) �0.102729 >999 2,10 IVILK) 244190 TCDL 100 Lumber DOL 1.25 Bc GM Visn'l S 4 26-27 �fl I SO ..�T, �2 BCU 0.0 Rep Shreass Inar YES WE, 0.65 da , We we BCDL 10.0 Coce FOC2,014LIFRUND07 Asubil Well 307 to FT=20% LUMBIER. BRACING, TOP CHORD tibur SP No.2 TOPCHORD StrucAural safted!sheathing dlmdy applied or 4-10-1 m puffins. GOT CHORD 2M SP No.2'Exio,eV qX and verysids. 7-M,22-24.19-21.10-1 7:W SP No.3 BOTCHORD Rigid orling directly fteplac!.,5 3 4 0 boysing. WEBS 2x4 SP NO.3 WEBB T-B. 2x6 SP No.2-S26 SLIDER Right plat,SP fill 1-6� Faiden(2X) T and I bausam to.edge of amb ard,10,1 nifte,Sin o.c..y1fift 3n minimum and distrance. B..must 9KR6 0 verb I.Vlh. REACIPONS. (Itasem) 31=11�0,14=745V,5-8,26:182510-2-15 fvlax!-J=31�227(1-010) �UplIH31-20G(LC12),l�--lM(LO12),26-122(LO12) �G.31=11W(LC21),14=746(LCl),26=1�(LC17) FORCES. (1b)-Mad-Corop./tylaux.Ten.-All families 250(to)or lose accept Man shover. TOP CHORD 2�-124928f),�-109l "=-27�7,9-1�-EIOEVZPH. 10-12-7�49.12-14-821,1237.2-31=112SI311 BUT CHORD 3D-31=-157�52,213-30-lWl 113.27-29=91MM.M-27::-91ABSf 25-26--9231163. 23 2"51/155,7 23-�76,22-23-�91.10-�--tdklrmf 14-10l WEBS I3-29-�XIOI,4 29-WSS,�27=00167.5-�-liftfai 16-20=-100713, 2-30-130971,9-20:i-476vubf.9-2�567A) NOTES- 1)Unbalanced!wf live loads hass,man consiceared for true all 2)Vi ASCE 7-19,VuII=1 30mh Stmocand gust)V�l 01 mpN TCD�C;pl WD".Opt,ft,25ft;B-t5h,1-4K earmanieft.Cat 11;Est,8:E.L.GCu:d.18;MFRS plinvIl and C-C Earl-1�to�l-14,artartl�l 14 to 12�,Extel 12�O to 16-5-14,Inal 28�1 to 46-3-0 zone;end ssal left Wit right exacei for neentairs and ficinals,&MFRS for elections, shmah;Lumber DOI,-1,60 plate gdp 3)Provid. cleduarm driernarg.to prevent far Wl,, 4)All plafte,am 2x4 MT20 miles ofiftemerve Inclioused. 5)This units has been designed!for a 10.0 pirf thottorn chord live load nonvOntounint fall any Other live Oade 6)-This muse,nai after dass,radl f.,ft live load of 20.0pat on the bothen iviord,lif.11 am.val A lamaril 345�but by 2-0�aid. yet fit therame,I olf.t1sed!and an,firm,roamuh.m.With BCDL=1 Uptiff. T)Provide overimenliol connection(by oftem)of tr�s to thearing plate at foliate)26. 8)Provide resevirsermail..notafti.,(by in.)Of truse to hourn,plate capable of Withstanding 10)ft,uplift at jolum)ossiot oWb) 31�00.1�-168,26=ln 9)Winning:Acifitonal pernmement and Off unis;mg for mers,sinatear(not part of I whipament desurim Is thater real A..- eal mr.....aula Onde eft"",—had. Offign.ortmeors',vit.."—. = of, yorsoremo, sessupeaetaiersed Teel.,a drift Thast Truse Type W8182 0x42TOA �1 ROOF SPECIAL �My 1 �Ab Red Bxflkh'Commornst Su'x" Jactirsonwills,R 31 &DIDiApr2020161ATakhroustries,loc WedAu,310835,192016 Pixel IDrJnI-xGftdyC6fflft?0Nf;Zd1gJrWNdn�aKCgfdaDmbZqDS31RE?KNYVbDD51-OMr4pNt ar". .1 �1140 stg W Wo 011-1 IN I d've so We W. Si I sea a 10 4 5 41M' Too FIT - 11 37 as 40 7 sea 12 4 _a 5,S 21 13 47, V=4 &to- IS 17 Is 4do 11 30 29 4, 28 44 27 4 Of ,iia= 7rdo 41 af.". W MR W VU vis PIawO1fsdAsKY)- LOADING fin') SP=11413- 211 DEFIL. in foo) =11 I-A! 11110'ES GRIP 2 TCLL 20.0 Rate Goo DOL 2 0- Vefl(U) -0.23 If titAp N't tbrtI190 TCOL 10.0 Lumber DOL 1� Violin) �.E= '. 1. �e GO of. BCLL 0.0 Rep Stresse locr YES W13 CM Harrill-) 005 26 We his Bi 10.0 Cocle FB=1�PIC007 Mawx-MS Weight 311 lb Fr=� LUMBERI BRACING, TOP CHORD N4 SP No 2 TOPCHORD Siducluds!vidoal sheathing directly applied!or�1 3 oo prime, BOT CHORD 2x4 SP hill Extem, except serful nxbcafa� 8-26X-24,19-21,10�1 T�20 SP No.3 BOTCHORD Rigid sling didedfily ap,had or 5-2-13 M bidding. WEBS W So N.S WEBS T B. 2x4SPNoa 6-26 OTHERS w SIR N .3 Fusion(2X) T and I loduceal to dessiday,edge 0 you,Will 10d SLIDER ruvw"Sphil (0,131'�)nails,am o.n.yeth No minimum exed demands. But must cover 90%of yed,length. REACTIONS. filvalza) 14=-74�,30�117=54t�182702-15 Max Hou 30-227(LC 10) Mail Uplift 14�151RLC 12).30--1W(I-C 12),26-131)(1C 12) Max Cray 14=745(LC 22).�l I80(LC 21).�lffnft-C 17) FORCES. filb)-Mar,Cofififi.�Ton. Ad Imandese 2W(b)or less educator~shoran. TOP CHORD �-1 1881 25619 10-�99, 10-12=-72=16,12-14--81WI8 BOT CHORD 29-30=--1 fall 012.28-20-1001053,27 28=Sari�27=-97"41.25-26-8fill 25. 23-25=-er)(rd 17.8-23=-3tGdy65,22-23-(V328,10�--2811161,1�l&=-85152`3 WEBS ��.6-28-�.16-2b=-8MQ7,3-30-121 M!80, 9,20=174MI 5,9-23=-5870.6-27=0m2B6-26-I 253d 85 NOTSIS, 1)Undoessudded at live loads have been considered for Me des,in. 2)Wind:ASIDE 7 10.Vdt=l 30fiftl gust)Val Olmph;TCDL=5.Opw;BCDL-=5.0def; h-2511;"511;L-011;eave=5ft;Cxfl� 11;EV B;Enrl..GCp=h 18;Mri directional)and�C Extersup?)-1 A�to 3-1-14.Inufflor(l)3-1-14 to 1 Extidoift?)10-0-0 to 1�5 14,not 26-3 1 to 46 3-0�urxe;end Verde!Ifift add right examsextC-C fix members add fordis&MFRS for deadom shover;Lumber DOI-1,6C plate gnp DOL=1�60 3)provide adexcuate filmonsuffis to movent youder poinding. 4)All plain are 20 MT20 union oftedyne monster, 5)This truses has been designed for a 10 0 helf tiolloon Chund Ive load nonca,current Wish my other live foods. 6)-Irbli.truses has be.confided for.It.load of 20Zout on the pollorn old.rc!In al...fall.radourrififfs 3-6-0 hit by 2�Wild Will fit Whiden the bottom chood and any other members,Wth BCDL-I COpit, 7)Provide mothanint donnection(by offload of hude to tearing plate at joldtfid�, 0)Proyce,trachumi,al connection(by offun)of may,to boulng plate caml of Wt��ding 100 to uplift at joinds)eadept 01,11h) 14-158,30=193.26=1 39 9)Wiffirld Additional padradent und!swiftly placing for toars system mot pad of this domprount dessugn)I.Way,mdulned. R 4 Ole I ek �T. Truni Total M ROOFSPECLIJ 71L.- u—nao, ......=I.. a,asnis.som "i n"RWNeZrdqJM6tnh S7PUO%q�IRM�t�MLEMJE��oWfiM .. ur, ON We We 4TAF M., M, fi�" VA. M M W Santa f Garg Me- 7 ,an F1-2 3 4 6 40 441 to 4.--l- 6 as 11 12 fism as 5* �2 12 114 41= m 's uard 29 as v as n Wfi- M I Me= di im .1 .1. %&A �d .1. rut." PIamOffimts0LYb- [202�.�2�],L,O",EdOO].Fl�.�7-7.�].FIW�,O�l.[2704-12.EdwI LOADING gri SPACING 2; 1. DIEFL In ft.) goal W PLATEM GRIP IS CS C Tea 200 Plate Grip DOL 1 ' Cum Vidtfia) -0.09 27�28 .999 2Q NT20 2.10 TO T �qfiftpr JW TCDL 10.0 Lundther D01- 1.21 W C, Viai Id 25 2 Y SCULL 0.0 Rate Stands her YES WE o fift rZM) 0 S WIB 058 He 03 25 nor ni gifififibi BCDL 10.0 Cooky FBC2(i D07 Martri Weight"ll, Iii LUMBER. BRACli TOPCHORD 2X4 SP No.2 TOP CHORD Structure!MM Nocatbing directly applied or�7 do parties. BOTCHORD 20 SP N0,2'ludii except end verficals. 7-26,21-23.ls-20.9-1&.2al SP No-3 BOTCHORD Rigid cciding directly opened!at 54 12 ca,finseling. WEBS a4 SP NoZ'Efiespr WEBS Web Brace:Length firmantar) �9-3(fi 2-29:M SP Ni OTHERS Zot SP No a SLIDER Right M SP M.2 1 !3-0 REACTIONS. fitoeize) �1181�5�.13=74&C�8,2�l�2-16 1ArxHdrr�-228i Max Uplift�203(!-C 12),13-161)1 12).2f=-120i 12) War Gray�-I I WILD 21),I�M(ILC 1),25-18117) FORCES. go)-Mass Comp.Ailfid.Tan.-Al forces 250 filfif or less except wen show. TOPCHORD 2�-LME,01,�-1 23(g3t)6,"-I 2�96,7-013,8,11-781 9-11--M�51.1 1-1�cltl MM,2-�-1 1144134 GOT CHORD 28-29,i-1�1 WEBS NOTES- 1)Undfidanded,rod lage leads how been considered for this dissigh. 2)WInbASCE7-1BVul�l30n,h(�aaddrd,uafVaSd=10IMPh;TCDL=6J),f;BCD 11;EV 8;End..GCpi"FRS(deadened)and CC Eimror(2)-14-0ki firmill 3-1-14t-8-0i Eamrdh2)Si in 12-5-14,Intarli 24 3-1 to m 3-0 zone;end vertical left shot right for members am forces&MWIFRS forreassers, shown;1-thater DOI,-1.60 plate gric,DO�-1 M 3)Provide adiacuade draireq,to broaart far parnei 4)At pass am 2ol MT20 unless otheralse Indicated. 5)This truse has been designed for a 10.0 bar bottorn chord boa load hareancruncent Win dry other vm cods. 6)-This thuss has been designed for a five two of 20.0pal on the bollon,chool In al drims were a brationfifte 3�O tol by 2 0-0 wife vall fit therromen the began drum!and any other members,Wth BCOL=1 0.0psf. 7)Pri mechanical odni(by added of thery to Idi plate at jonds)26. 8)Proolds Mechanical connection Ila,others)of thurs,to arai plate capable of Withstanding 100 11,uplift at mfirthin earcept fbald 29-203,1�-1 69,25-120. A.Roam a".. .=ca,ri"ohe d0ldrKa road Viely ff�raddi�f doaOrl reP(Ncat-ond eFra)01Y W�Qae g*C10don are h10 Q-11 MiTek .1y son M.1.11 a N..steel, I Z .ea co�I d_�, Fir ari Job Trade Times TypaI My 10942TOA Us ROOFSPECIALGIF.E. I jobwanannt"Ptabnen Buildn,Component SURA, Jarelmorralls,R=5a 3.010GAMN2016MITakindustrinam. WWAA3106:35,232016 Pant IDA�im,�RMNaQlgJM�i5lOB9W7Oi��MN��X-Styca4DSyiW MU5.1 04HI W— — " I AN- !r414 &6-10 1 &0-7 1 V:1'rA 16 :7 Scal. I 101A NAILED 9 NALEDNWLIED NAILED NAILED NAILEDINAILE- b4 11 47 2x4 1 We I an, 11 NAILED .12 8 D 10,301" '4� 7.00FI-2 NAILED M= 11 4. ,P,, NAILED 5 WILED 6 NAILED 7 12 41 Massa 42 �2 ads 14 29 be_ , �!� 59M 1 R5N, ait'- Ifiev"A"E" 17 as we ]i 27 W 50 51 � Srn 24as 64 66 22 W67 21 An= M b4 11 3N5 1 .10� M-IWI-ED N4 11 aid NAILED NAILED 44� NAILED NAILED on NAILM NAILED NAILED NAIIJED WILED NAIUED WILED NAILED I i 27&S U1 �*l 22:12:1 4411�1 :H W11-00 V-1-4 MI. s_,. tW PlathaOffessibi LOMM(pan SPiNCING, 2� CS1 DEFIL in (I.) LAW Ud PILkTES GRIP TOLL 20D Ran Grip DOL 25 TC on Van(u) DM 1S-N � 240 NEI'm 2W19D TCOL ,DO Luirlear DOL 25 BIG 0,97 Via (T-) �0.311 19�n >2n 1 On SELL 0.0 A,Starese I., NO WB Dffl Hc�TQ -0.03 n We We BCDL 10.0 Carse FEM149'PI2007 WIMEX-NIS Weigint:313 lb 17=20% LUMBIEW 811=140- TCPCHDRD 20 SIR W.2 TOPCHORD Noddl sheathing directly aplAled!IN 3-1-13 ad purms, GOT CHORD 20 SP No.2'Eresion e=W and yefficals. 821,10-18:W BE No.3,19-20:2M BE No.1 BOTCHORD Rigid calling dreedly appiledi or 5-54)oc baNN. WEBS 2M SP ND3'ExNepV JOINTS 1 Brin at Jt(S):28.29,W.31 7-21 2M SP Mi SLIDER Rigid W SP ND2 I�0 REAJ�TIONSL f1b)- Min Hou 27�2AS(LC 30) Mai MIW[iftlMlborl�saljoiM(s)15mept27�7�(LCB), 20=-1420(LO 8),19-455h-C 8) NAP,Omy At reactions 25D lb or Ion at joint(s)maiant 27=1T36(LC W). �2M(LCM),�-lM9(LCI),I�1470(LC1),19=1470(LCI),16-�(LC18) FORCES. (lb)-Mm.Comp�Tm-Nifo�250(lb)orl�smW�wM�, TOP CHORD 3-5--2~ln,5-6=-2268111n.6-7-193SN183,7�!UV949, 8-9=--424�5, 10-12-�.13 15-�92VEM,2�1682791 BOT CHORD �27=-16001?80.2&N-MIM.2�25-104811965.22-2�601101,21 22--4131,1329. tNY2l-8(PVa(r4,20-28-�158.8-28,303(1513.18-19=-QA27.1�31--eWyllfn, WEBS 6-25=-3b?iS7D6 2�9�70,7-23=-555rlfdh). 7-22=-El�29-62=!9,9-�-61�7,ia�-3(X(192,19-30=3�195. lt3-18-51W1,1�17=CV415,2-i!(5-761111696,7-21-1297�,7 28--�482, 28-29=6�/486.2"D,�W48l 3D-3l=-Vfi/4n,12-31-5�n Nit 1)Untesianne!laid live leads have Learn vensidenedl for me dessigh. 2)Wind ASCE 7 10;VLI 30mph(�sdcond gUat)VWd=l 01mph;TCDI--5DIpd;BCOL=5.0pef; M:25ft;B-�Sft;L-4511;nyt=5M Cat. 11;EM 8;Eni GCP=0.18;IAWFRS hilreetional);and vertical left and rlght eponin LUrnever DOL=1.60 plate gibe DOL=I.W 3)Provide adb�Uate drainage to prevent arwer pondln,. 4)The three has bear designad for a 1 ED Pat ardmin chmal live load nom,enwheat Win any other live oacs� 5)-TFIs truss Fee therm designed for a live lead of 20.0pat on the pothom ODA In art areas Nhare a reclaingie 3�Pat by 2-0 0 Mce off fit belaratm Me inflon chord and any other members a)Pneybe mewernaij eorneeMon(by others)of three to bersang plate capaiDe of aftletanding 1 W lb uplift at johms)15 shespt UNJIP) 27=7".20,1 420�1 9�455. 7)"NAILED'Incliates 3-1 Dal(0.1 or 3 12d(0,1 4Wx3L25-)tosi For mom deaWls faster to IATn's ST TOENAIL Detall. th Hanger(s)or other wrinecilon dWaids)strall the pmvided sufficnint to support concentrated losel"lb doym and 255 6 UP at 38-10-4 on top enorc,and 313 It,dew and!�Q lb LU,at 6�0.And!161 he dean and 13 lb up at W-104 on bofforn chorc� The casign/sen,ficm of Nich connection derviceps)Is Ins,responsibility 0 othem. 9)In the LOAD CASE(g)section, oards appireit!to the fian of the Man are noise w ment(F)or Invi,(B). Asynesen-asse, bnothi ..Pomvltlhr� sany......T.Rcialinstril raesreatsnesiz.�y�.I� [job— Tv. T.Ttpo Qty T931,81" I�MA T23 R�SPECI&GIRWR 1 JW WOMIXG(ODbOtall J�1191`-1�aa I.......... �. wed Am,,31 08.35Q3 2016 Pella 2 I"��.VMR2ONa,2tgJMS��,61089,u7D�UM�P" HOX St,.&II)SYM LOAD C"E(S) Startdard 1)Dead+RoOf U�(bdan�):Lumtaer Increass=1.25,Plate lnc�l.25 Jnito�Loads(pit) VeM 1 2��,3-7-�.7 9--�O,9-1 O=-,60.21-27�20,1 9-20=20.1"�-20 Car,ceittrated Loads Ob) Vart:3�95(B)2�-15(B)26=-265(B)�95(B)�5(B)12=-2MB)36=-M(B)37=95(B)�--95(B)40=lRi(B)41—WB)�94(B)49=-W(B)50--IS(B) 51=�(B)�15(B)�5(13)�=IM(B)55=IW(B)W=l W(B)57=1 W(B)51t=1 38(B)59,1 SO(B)�-180(13)61=-IW(B)62-17D)63-47(B)6,1=,62(B) OREUM, [J�WANN— —'K RE,=,pAGeM"7;=6=F, ua w I'll�1.1. MiTek aaa,ae T, FL K610 :.y, lionfiffifig�Ifiwsa appay. unabouni ri o—oo 20 1 15 We 700F12 a m Is 17 14 6 2 7 11 R W a 12 'a 11 to to 7 20-1 15 7 TEE GRIP ll� 2� DEFL In 11,10 11, PILATES GRIP W vw(u) rom I'l 2"190 TO OgpDOL 1.25 TC 0.20 2 GO 017 V W. Ott S T 7 7 . ... ..ft i 7G, 1-urnbor DOL 1,25 GO 0.17 Ve"(TL) go DO ft, BCLL 0�0 Rep Strame lmr YES we OA1 HorZ(TL) 000 .... 7 J,g .CDL 10.0 Cocki FBC201;�IP12(107 With.,5 Weigle:81 lb FT=2M LUMBER- BRACING- TOP CHORD 2x4 RE No.2 TOPCHORD StruMbal so,di sheathing dba�fly applied-1 Pimlom GOT CHORD 2x4 SP No.2 SET CHORD Rgid wiling diredy applood!or 10,0�oc bracling, OTHERS 2x4 SP No.3 REACTIONS. Aftlfiwtnny,2�1-1. Nlax Horz 1=1 11 g-C 11) histrUplift All uplift 1WID orlessatiolings)1,7,12,13,9,8 Ki All reactiwa 250 fift briestatJoint(s)1,7 eximpt 11=374(LC 17),12==(LC 17),13�10LC 1). FORCES. (lb)-Mal Owrp.�Too.-All forms 250(lb)or 1...Pt Man shooft. WEDS �12-260VW. WTES- 1)Unhafterwal mofilealcians h000pow.undideradfurfluableagn. 2)Wind ASCE 7-10,,Vull�130ftnph(3-9�d gmdt)Vwo=1Glftrw,,TCDL-�ftpt;BCDL=5.Opl;h=25ft;B,15ft;�24ft;ash,a-Vt Col. 11;Ex,B;End,GCp-0.18;MFRS phoo0wah and C-C Extenorg?) finammi)�to 10�15,Exti 10-0-15 to 1�0-15 zone:and saftwj left sm right expossol formarraftemand lower&MFRS mareartions shoseft; -umtwDOl--1.N plate go DOl--1.ds, 3)NI plaftem am 20 W20 unless otheream ndlftMted� 4)Gm.becuires owfinumus tworn wool banding. 6)This"a has been designed to,.10,pof bodoon worp use load nowcortmosont Win.1 whal go.orem. 6)-This truss har bow designsol for a llw load of 20.0ifief on the boupor word in all amas Men,a nowar,fifie 3-6-0 tol by 2-0-0 addle wil fit babooper,the tworn wbol and my other nabolders,Win BCDL-10.0ped. T)Provide,mewaricai ronnedlon(by shows)of how to beening Plate capable Of 1 W in upfift at yanda)1,7,12,13.9.S. A&WAMNG �n,Aff., ....voana uu`dm�. 119 Job T. Three Tidal, Oly PlY �tm IOWTOA V02 GABUE I I Job Fall(,amal) Building Complain SuI Jacksondifflil,R=56 Bol 0 S PAN��vn o vt t GK—U-10b, — Vied ALI 31 m:3626 2016 Page I l�.d�MyCH�Na�gjzWo"��nm�WN�JATCWI�M?I BdPeQNHvrNtVV 21-3.1 W? a .1 9�1 THIS COMPONENT IS TO BE USED IN Sari SoA..I H.8 CONUUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOAM TO THE GROUND 8 WITH NEGLIGIBLE LATERAL DEFLECTIONS, 9 TOP[1-2 we '031 If 12 w/Y 13 14 3 28 32 2 2 is &4 24 n a 21 20 1. is 17 16 �4 3x4 PlateOril [P�140,0�fl LOAJDING goal SPACING- 2 DEIR-. Push I-A! �TES GRIP TCLL 20.0 Page GAP GOAL n2s T!" 0.25 Ved(U-) MAI 2441N TODIL 10.0 I-Airlder DOL Ven(TL) An, BOLL 0.0 Rep Strades W HonATIL) DO BODL 10.0 Code FBI Weight 131 It, FT-20% UUMBEIP ERJUCING- TOPCHORAD Plot SP No.2 TOPCHORD StnuArand exod sheathing nlr�ly al or S-C,P w Pudins. BOT CHORD thral SP NI BOTCHORD Rigid ossider,drI applied or 10 0-0 oc brading, WEBS N4 SP NA.3 JOINTS 1 Brace at Ann:26 OTHERS N4 SP No.3 REA�CTIONJIL All thinern,23,1 15. (to)- ManHorz 1=420(10 10) MI All WliftIMlborlmatjdffl(8)0,21,K,23,24,15,16exDeptl�-2G7(LC3I L Ml Nlmdlons2WIborimsatioIN(S)1,19,N,21.22,23.240Xoapt15=014(UCl).l8I C3). 16-�IS(1.03) FORCES, (An M.�p.�T.n.-Allf...2500b)�l.�t��b--- TOP CHORD 12-14-301115d).14 BOTCHORD 161 ls-ie-s�i WEBS 18 26-2MI10.25-26=201Y143,26I 12-28-251 NOTIES� 1)Undelarosti Indiana Ideas hends been oditisideredforthis design. 2)Wind ASCE 7-10;Vuft=lWMph(3�Ond JMH VaW=101MPN TCDA,5,Gpsf.BCD1,5.0pek.�Sft;B"m 1,-24ft;awW-4ft;Cat. 11;EV B;EmIL,GI MFRS hfi�Whafadd C-C Exil 2-1511 Intertor-H)�2-16 to 11�15,EvIal ii�ibto 1"15 moe;and varth,al leftard rightaxprieed;O-Coravernbers and tl MFRS forreachonssinvemn; DOL=l.soplategrip DOI--1S0 3)All PA...2.4 MT20 nletd,oftheAMA.1,ifi.fled. 4) ,1 mWinda mAdmom bonom chod!hearing. 6)Tina tHxS has been designed!for a 10.0 pf doncen otiord live load mroorxierent Win an,other live loards, 6)-THIS Inner has Peal resigned for a live load of 20 cipst on the�Rom onord In at Press ernam a rectangle 31 fall!,,2�We WII fit alamsen the toofforn chord and an,other menthers, T)PmjAa madrank,al wmaction(by oft�vs)of Anise to thinhing plate of WOHM.AdIng 100 AP fift at onnd.)2ND,21,22,23,24. 15,16 ex,ept 6Qb)19�07 P.ON.A. .'An—'—Is tholdrig dead,II�.1.'_1 hoonm of 1.now.anof.,hord iorniPoroy.A—urn nong iddfp�E. P.A. 2'. R.�isl wo Than T. pe Orty ph, T�187 ,0942TOA V03 GABL I Joe Pause. Budon,Component Supply. Jactow.11W.H 2HZ256 8.01.. ....vw.......--j— Wed Aug 310 M25 2016 Page I ID:dn�lmyC�R2QNeZQIgJM6W�Cm�FVN�iATCWIUWOM?��IIP�W 1274 12� 1� �2 0'" 18-12 THG COMPONENT IS TO BE USED IN S-W.1244 �JIUKCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUKST BE CAPA&H-E OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBUE �ATERAA-OEFUiCTION& 7..F4-2 4 7 Is 17 8 2 9 U4 1 1. 11 13 12 11 10 1".0 1�6.0 SP Ilial 2 11 D D:IFL in B.) Videll W PIL4TES GRIP IN V ftft_ ROB Still 1:1:A 1 :11 .04 V U Hk 999 24,V1W P'�Gft 1111111' Hart TCDL WMMtDOL 1.25 .03 Ved(TL) we We 999 BCILL Rap Slawas W, YES 1. .02 Horz(TL) D.00 9 a. We Weig FT=20% R W201�1`1?006` Ift,So Ita BML Oopl RE =W... LUIl BRAuCWIG- TOP CHORD W SP W.2 TOP CHORD Stnuctural�sheathing drectly applied or 6-0-0 W WHIM, GOT CHORD W SP Na.2 GOT CHORD Rgd.111h,dited,.111mil or 10,0-0 Iftesclog. OTHERS 20 SP WS RIENCTIONS. Alltomemnl"-0. ge)- Min Hom 1=-70(LC 10) INIMUpint At uplift foam orless alpirms)14,15,16,12,11,10 NIMGM, A)Imctims2�lborimatjolnt(s)1,9,13,14,15,16,12,11.10 FORCES, go) NeaCon,flAbouTen. Allforces250HIHOrkageoessiptiatmoShOwer. NOTE& 1)Unbalanceral mot live leads have twen consickmaHl for thus design. 2)Wind:ASCE 7-10;Vuft-130mph(3�swoaftd gust)VwW-101 mph;TCDL-5.0gsf:BCDL-�Suopsf: M:25ft;B�Sft;1�41%mcsm�fl;Car, 11;EV B;E.I.,GCPi=0.18;MFRS(dinuctorm)and C-C EMrorg2)1-2-15 to 4 2 15,mteroftl)4 2 15 to 7-3-0,fodeftr(2)7-3-0 to 1�acra,end vermad aft anal right commed;C-C for avernems and form&MFRS for reactions scurvion;Luodwr DOL�1.60 plate grip DOL=1.6g) 3)At plain am 2MI MT20 unless oftheone Indicated, 4)Oahe woulnes continuous Wffm chand twaring, 5)This Muse has heen dws,necl fare Joe pf boMon choul live lead noncenammint Win aft,other live weeks. 6)-This truse,has been dMigned for a live sued of 20.0,of an Me boftorn event in aft awn Mem a wangle 3-fi-D tell by 2 0-0 WHO Wil fit tereavern Me bottom chord"aw,other manabefts. 7)Fund.hummum.1 ce.sol(by othem)of was to Iftearing plate capable 0 anntanding 1 eft In u,lift at tongs)14,15.16.12.11. 10, ',vu, PF.7co—'Anower"oes .on "m—p-masearms'use—unwason' buicaradman MiTek P 11 uv. A u vv X�l 2.2 X ;A 0 Ru Co.) 5 n3 ON a ;- '-'3 ' T 0'o 06 09- 1 ao 0.�-, Da 0 .q-, .9 �o 0 3, 0 ol �--9 0 'a 3E f 4 z 0 , 00000 0— FYO a, o D 00 Q ZOO 2V, 6� 1 00—:E do :Z- 0 09 0 ?00 0 a a, 0 z�5,� 0 0 2!: 0 a7 z (0)q 5 0 D 3 00 0 a� 0 0 O�R 0 ET 5 0 90 00 o f� 5 ua 0 2 a 0 2� ZO 5!>b TOP CHORD > 'z ;gT 1 6 3 oa 0. a M 0. <. Caw > > -Z K 0 i3 u > IR ca > > z 0 0 5 TOP CHORD 1� 11 M 3 E�U U� 3 2q llq 9a i,6 6: Bg DO Sao .3 �q Do i4 I(OD . H �oj 9 ;�o -8 6,68.5 .m 11 Rig 2 a� a-83 go �2 9 sg HA g-4 go 84 - -a g §& 0 2 -i �a li; H Wk 9 'a ag� 53 ��a Q, - n OQE f .2 Q 4 �ff �8 N 'o 8 ,j, c 3 g >.acL c E 0 ir ZBff o 05 9a a, . < 'E 3 Z g 0 CA