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1750 Atlantic Beach Dr new single-family home permit pfyar ri '+ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0098 Description: NEW SINGLE FAMILY Estimated Value: 377478.95 Issue Date: 8/14/2017 Expiration Date: 2/10/2018 PROPERTY ADDRESS: Address: 1750 ATLANTIC BEACH OR RE Number. 169505 1660 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM, PA 19044 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 1 600 Seminole Road 1 Atlantic Beach,Florida 322335445 ��S� 7 - CO) � /9 Phone(904)247-5626 Fax(904)247-5845 -w•r E-mail: building-dept@wab.us Date routed: 711 3 City web-site: hsp:/N.ww.coab.us APPLICATION REVIEW AND TRACKING FORM '\ n D iZ H Property Address: 17 d TL..R/JTl Q 1"l• "nf.! De nt review reuired Yes No o it Applicant: ( OLL_ t3;Z!0-C REBS fanning &ZORIn Tree Administrator Project: n366JS NGLtL��1 ublic Works lic Utili I Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Ronda Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one. Comments: BUILDING PLANNING&ZONING Reviewed by: Dater 3-/7 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denie ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I yL3 f�J CITY OF ATLANTIC BEACH 800 Seminole Road _ Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 'r�Ji31)� REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: -) • 3 l-rl Received by: Resubmitted: Permit Number: G517-bQ9 Fi Original Plans Examiner: Proj ct Name: L.�t —13 Project Address: 1-1 SD� }� r, Contractor)� l —L C Name: Contact Phone : Ct0 4- `-I O S—$�[(pa e-mail: r$. Revision/Plan Check/Permit Fee(s) Due: 'JV/CO Description of Proposed Revision to Existing Permit: OL V Ona, in r\cko ce o tss r ti•-1 V ►aC I A�C�'O Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(Pant„nme) affirm that the above revision its in sive of the propose hange . TxPa4L x • 31 • l -1 Signature of Contractor/Agent(Contractor must sip,ifincme in vnlu Lien) Date Once Use Only DMe: .+ - 1 -7 APProvedX Ralmted: N/A I It ul 'EEE Plan Review Comments, De artment review uired Yes No uildin nning&Zoning Tree Administrator lens Examiner Public Works Public Utilities Public Safety Fire Services Date l CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD -" ATLANTIC BEACH,FL 32233 OFFICE COPY (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7.28.2017 Permit#: RES17-0098 Site Address: 160 Cape May Avenue,Ponte Site Address: 1750 Atlantic Beach Dr.,All Vedra Review: Phone: 595-5243 Email: btallman tollbmthers.com Homeowner: Same. A licant: Toil Brothers,Inc. CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. Missing the Manual J, D, S Reports/Summaries. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904�)/247-5845 / - 1 1 Building Permit Application 0 City of Atlantic Beach OFFICE COPY 800 Seminole Road,Atlantic Beach,FL 32233 Phone;(904)247-5826 Fax:(904)247-5845 �7 (1. Job Address: 1750 Atlantic Beach Drive Permit Number: 9G S / —00 qp Legal Description 67-13208-2S-29E.165 RE# 169505-1660 Valuation of Work(Replace n tst)$ 1 Heated/Cooled SF 2943 Non-Heated/Cooled 919 —I. • Class of Work([ircl I. Ne Addition O0 Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New home construction. Florida Product Approval# See attached. for multiple products use product approval form Property Owner Information Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape BY Avenue city Ponte Vedra State_ZIp32OAl Phone U04-217-0739— E-Mail btallman@tollbrotherscom Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) n Contractor Information � -�-y Name of Company: TOII Brothers, Inc. qualiNin A ent: Steven R. Merte f 9t $2 Address 160 Ca a Ma Avenue c;ty PryongtePVe ra State zip 32081 Office Phone - Job Site/Contact Number 904-385-6472 State Certification/Registration# CGC1510225 E-MaBbtallman@tollbrothers cpm Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP . IF YOU INTEND TO OBTAIN FINA G, CONSULT WITH YOUR LENDER OR AN A Y BEFORE RECORDING Y OTICE OF COMMENCEMENT. igna of Owner or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed before me this day of Signedan sworn to(or affirmed)before�me/�his�day of Clio by (; A/ .'�I�1Ly 3017 by G" y� /h. g °tea (Signature of Notary) ELAINE3 BEALE MV COMMISSION#GG098707 , "rB; ELAINE S Beer c W"W '^EXPIRES May 22,2021 ,,��// My COMM153:(.'Ip000gg707 Personally KnoWnD j_$Personalk/Known OR - EXPIRES!ncy 22,2021 Produced Identifica I I Produced Identifkatio _ Type of Identification: Type of Identfiration: OFFICE COPY i DO NOT WRITE$ELOW- OFTICE USE ONLY PP e o es: Review Result (circle one) Approved Disapproved Approved"w/Conditions Review Initials/Date: Development Size Habitable Space D 35 S Non-Habitable /O.Z-7 impervious area Miscellaneous Information )ccupancy Group R- ype of Construction VL3 . umber of Stories 7– ming ming District /� G ax. Occupancy Load_ 'e Sprinklers Required— )od Zone 7C aditions/Comments: I • City of Atlantic Beach APPLICATION NUMBER Building Department (fo be assigned by the Building Department.) 800 Seminole Road u ° Atlantic Beach,Florida 32233-5445 Phone(904)247-5826- Faz(904)247-5645 o; p E-mail: building-dept@wab.us Date routed: / ( 3 City web-site: hhp:1ywvnv.coab.us APPLICATION REVIEW AND TRACKING FORM �7 L7 r2 Property Address: 17 S d �Tt 1"l�A_n�LRA2 De nt review r wired Yes No uil Applicant: OL(- S tanning &Zonin Tree Administrator Project: N 6&&—D1 AI l r k- r— an i Ly ublic Works tic Utill I Public Safety Fire Services Review fee $ Dept Signature N gency Review or Permit Required Review or Receiptof Permit Verified B Dateept.o(Environmental Protectionept.of Transportation River Water Management Districtrps of Engineer;f Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUS MZONING ment First Review: ❑Approved. ErDenied. Comments: �� ❑Not applicable P,/" -4ilING `�y Date:/—�.I I ')Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: i PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised o&iw2017 I t t�> CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 7/24/2017 _ Received b Resubmitted: Permit Number. —007 Original Plans Examiner: Project Name: Lot 73 Project Address: 1750 Atlantic Beach Drive Contractor: Toil Brothers Inc. Contact Name: BriannaTallman Contact Phone : 904-405-8969Contact e-mail: btallmanfcatoilbrothers cop Revision/Plan Check/Permit Fee(s)Doc: $ Description of Proposed Revision to Fxisfin Permit: i To cla[ify height from ara�g,l'heQveral I heill htasbeen ow the fr n elev i rc clouded d i Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/ U Approval: By signing below.I gnna ma0 Brianna Tallman affirm that the above revision is incl ve of the proposed cha es. ✓L/1� � 7-24_17 -- Signal=of Contractor/Age Date ore"umonly Dm: AppmvN: V Re1-1-1: Notik,lby: Plan Review Comments: Department review required Yes No Building ._.. ._ _ ..... zoning Tree Administrailor /y Plans Examiner Public Works Public Utilities Public Sate Fire Services Date rmea.ivic aw.o TOLLARCHITECTURE MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Verda, Florida 32081 CC: Brianna Tallman FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: July 24, 2017 RE: Atlantic Beach Heritage—Lot 0073—Anna Maria/Classic—AO#149416 Rejection Comments On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): Permit Comment: Height from Grade: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys.Please show the overall height from grade on plans. Toll Architecture Response: The overall height has been shown on the front elevation; clouded and tagged on sheet A5.18. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF F4 nas o �FR00 Manuel Gonzalez,AIA AR 96730 City of Atlantic Beach Department800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(9D4)247-5845#i"� / (To be AasPsiPgnLeIdCbASyTthIIOe'7 NBu,NildUinOMg DBeOEpRart9 mevfn?t.) E-mail: building-dept@mab.us Date routed: 7 3 City web-site: hdp://wwJ✓.coab.us APPLICATION REVIEW AND TRACKING FORM n V r-Z Property Address: 1750 IA T LR '77t L"�r��6k De nt review re uired Yes No uit Applicant: I 0L 1— f� 120YE1E1�S tanning &Zonin n Tree Administrator v Project: _ 6 6LJ S I � M r Ly ublic Work tic Utilitl Public Safety Fire Services Review fee $ Dept Signature Other Agency Review Or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS rRevieWingartment First Review: Approved. ❑Denied. ❑Not applicable e.) Comments: See jf�ee4 4rG77�Z�Z e�seficC fly(y� ONINGDateIN. Second Review: ❑Approved as revised. [—]Denied, ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised OV19/2017 R.O.W. Permit Attachment of for R.O.W. Permit# issued ,20 17 Atlantic Beach, FL 32233 Owner's Name: TOLL FL VI, LP Property Address: 1865 Atlantic Beach Drive Subdivision: Atlantic Beach Country Club R.E. #: 169505-1555 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this 166L day of July , 20�� by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY"and TOLL FL VI LP of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: Pavers in the Right of Way for the driveway Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 160 Cape May Avenue Ponte Vedra FL 32081 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. - In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNE s t'Sh day of July ,20�L. By: Property wrier: Steven R. Merten, Division Sr. Vice President, TOLL FL VI,LP (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of July 2017 personally appeared before me, a Notary Public in and for said County and State, Mine? tJ the property owner of Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instnunent; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. N Public in for said County and State +: ELAINE S 13EALE MY COMMISSION#GG098707 ExPIRES May 22,2021 CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Approved: Scott dliams Interim Public Works Director File: 12/12/16 l Page 2 of 2 s" City of Atlantic Beach APPLICATION NUMBER t3uilding Department (To be assigned by the Building Department.) 800 Seminole Road p y ° Atlantic Beach, Florida 32233-5445 1') 2017 R�.S l `7 _ 09 CJ Phone(904)247-5820 Fax(904)247-5845 o; y E-mail: building-dept@wab.us Date routed: 7 ( 3 Cityweb-site: http://www.coab.us AV, PLICATION REVIEW AND TRACKING FORM Property Address: I / rid ATLA L 1"± 1WM nt review re uired Yes No Applicant: I Ol_C. �OYEj /?S ZoninninistratorProject: N CLD S I n0cI (= LY rksl Ietys Review fee $ �il Dept Signature tc-w\ Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental protection Florida Dept.of Transportation St.Johns River Water Management Dishict Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING u/ Date: � �� Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. []Not applicable g ,WORK Com ents: BLIC UTI IESS 7'f --f7 PUBLIC S FETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [:]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 q City of Atlantic Beach J n+ PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 r7 NEW WATER/ SEWER TAP REQUEST / / Date !- ( 9 - ( 7 Project Address �1'I 5 Q A,-IA +,f - -,cDq(t 9k Number of Units Commercial Residential V��ii`c ff Multi-Family_ New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter t/ Upgrade Existing Meter from to (size) New Reclaim Water Meter Size /� New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature �7�. p CITY STAFF USE ONLY Application# I CJ ( � — 009 O II,, Water System Development Charge $ I V Sewer System Development Charge $ S� . Water Meter Only $ I Id S O Reclaim Meter Only $ '1 g.� c) Water Meter Tap $ Sewer Tap $ Cross Connection $ cJ�. Other $ TOTAL $ S l!l /Q� t_.C_J (Notes) r t APPROVED Kayle Moore, P.E. )C-vv, Date 7 �G Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED NOTICE OF COMMENCEMENT OFFICE COPY State of: FLORIDA Tax Folio No. 169505-1660 _ County of: DUVAL To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 73 Atlantic Beach Country Club Unit 2,67-132 08-2S-29F,,165 Address ofproperty being improved: 1750 ATLANTIC BEACH DRIVE ATLANTIC BEACH,FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD. HORSHAM.PA 19044 Owner's interest in site ofthe improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Cc tractor: TOLL BROS.INC Address: 160 CAPE MAY AVE PONTE VEDRA FL 32081 Telephone No: 904-217-3852 Fax No: 904460-2683 Surety litany) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN Division SrVice President Address: 160 CAPE MAY AVE PONTE VEDRA FL 32081 Telephone No: 904-217-3852 Fax No: 9041160-2683 In addition on himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Starnes. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Doe:_11/10/1 ELAINE 3 REALE Before me is dayof Tq LV _ in the Co nyo St.Johns, Y ;~ MY COMMISSION N GG098707 State Of londa,has permnally appeared- — y V (YI C EXPIRES May 22,2021 Notary Public at Large.State ofFlodda,County of ST.JOHNS. M fission expires: erspnoly Kno or Gee M 201 71 628 75,OR SK 1 Produ enafication: Number Pages 8050 Page 7007, ed 7 at 03 Ronnie Fussell�lRK CIRCUIT COURT OUVAL COUNTY RECORDING stn m ° c 43 o o .3 F o '00 N 0 -108 � E F o a N c rt t" a < m ^ O o 0 0 W a - n o mon x 0 ,� c G C O nl a + + y o D o 0 0 o u y a o •" °y m W •� n = m n O -a ( ( { \ ( ) ( e ! � l . i ! / ® !! ■ k � 2 ' ! , | l = � � , ; no ( \ NoK _ ( { ( f ( [ ! ! ! ¥ ; y ; ; ; ; / > » ! 7 \ - _ a 2 7 6 � � b o 08 0 n `D c a o p c NW a n 0 ^ � o 0 m � a da m o w' v � m m v a Y S a m a,a Ar N» '_ N W =• � P � W T .qo, ) \ \ ! ! } \ . ) ( \ 7 ( ( \ \ ) § = 7 § ) � ! ( # . k a m 0 0 f OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and ProfessionalRegulation- Residential Performance Method Project Name: Anna More 3235 Right NE Builder Name: Toll Brothers,Inc. Sheet Lot 73 Atlantic Beach CC Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach.FL, Penna Number. Owner. Toll Brothers,Inc. Judstlictbn: 261300 Design Location: FL,Jacksonville County: Duval(Flodda Climate tore 2) 1. New consauctlon or existing New(From Plans) 9. Wall Types(3293.3 sri Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Erterlor R=19.0 3073.30 fl' b.Frame-Wood,Adjacent R=13.0 220.00ft' 3. Number of units,If multiple family 1 c.WA R- M 4. Number of Bedmoms 4 d.NIA R- M 5. IS this auroral case? No 10.0elling Typee (2113.0 sgft.) Insulation Area e.Under Attic(vented) R=38.0 1790.00M 6. Conditioned floor area above grade(fN) 3235b.Under Attic(Vented) R=19.0 323.00M u NIA R= ft' Conditioned floor area below grade(M) 0 11 Ducts R M 7. Windows(515.2 soft.) Description Area a.Sup:Atli Ret:Attic,AH:2nd Floor 6 328.9 a. U-Factor. Diol,&0.33 515.17 ft' SHGC: SHGC-0.30 It. U-Factor NIA M 12.Cooling systems kBtufnr Ell dency a.Central Unit -48.0 SEER:14.00 SHGC: c 1.1-Factor. WA IF SHGC: 13.Heaths systems kBttdhr EmcJency d. U-Factor NIA M a.Electric Heat Pump 48.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.959 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems a.Natural Gas -rankless Cap:1 gallons 8. Floor Types (3235.0 sgfL) Insulation Area EF:0.800 a.SlebAn-Grade Edge Insulation R=0.0 2113.00 M b. Conservation features b.Floor over other Space R^0.0 1122.00 M None c.NIA R- fl' 15.Credits None Total Proposed Modified Loads: 70.03 PASS Glass/Floor Area: 0.159 Total Baseline Loads: 64.64 1 hereby certify that the plans and specifications covered by Review of the plans endOF JOE S7,4r6 this calmiation are In compliance with the Florida Energy - specifications covered by this Code. calculation indicates compliance --Qz with the Florida Energy Code. PREPARED$Y t+��'�� * d n ".-Lr Before construction is completed DATE: J"54441this building will be Inspected for , A compliance with Section 553.908 I hereby certl(y that this building,as designed,Is in compliance Florida Statutes. with the Florida Energy Code. CPD WE OWNERIAGENT: BUILDING OFFICIAL t DATE: DATE: 'L - Compliance requlres certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-scaled In accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with 8402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 602017 5:04 PM EnargyGaugeD USA-FaRes2014 Section R405.4.1 Cwnpllent Software Pop 1 9t8 i f R405-2014 PROJECT Address TYw: Street Address Title: Anna Marla 3235 Right NE Bedrooms: 4 Lot# ing TYpe: User COMitloned Ana: 3235 BIadJSubDNlebn: er. Toll Bromen,Inc. TOWI Stones: 2PlatBookUnits: 1 Wont Case: NoRotaW Angle: 0Sheat: Lot 73 Atlantic Beach Cer Name: Toll Brolhen,Inn Cross Ven111aBw: No County: Duval k Office: Atlenllc Beach Whole House Fan: No City,Saw,Zip: Atlantic Beach, diction: 261300 FL, Family Type: SK91e41mily NewlEalatlng: New(From Plans) Comment: CLIMATE IECC Doalgn Temp IntDesign Temp Heating Design Dally Te J m p Design Location TMY She Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range _ FL,Jadcwnvilb FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number -' Name Area Volume I BIDdk1 3235 31MB SPACES Number IN Area Volume Kitchen Occupants Bedrooms 1,111 ID Finished Coded Heated 1 Mein 2113 21130 Yee 2 1 1 Yes Yea Yes 2 2nd Floor 1122 10098 No 3 3 1 Yes Yea Yes - FLOORS # FlcorT a Space Perimeter PedmeWr R-Valor An0 0 Area Jolet R-Value Tib W0 Ce1 _ 1 Sleb-OrtGnde Edge Inaulefio Main 189.8 It 0 21131N -- _ 2 Floor Over Other Space 2nd Floor -_- __ 11228 0 0 0 1 ROOF Rod Gable Road Solar SA Emitl Emlft Deck Pack Is Type Materiels Ana Area Color Awoc Tested Tested maul. (deg) _ 1 Gable or shed Composition shingles 2363 W 530 tP Medium 0.6 N 0.9 No 0 26.6 ATTIC 1/ # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full aWc Vented 300 2113 ft• N N 61812017 5:04 PM EnegyGauge®USA-FleRes2014 Section R405A.1 Complain Software Page 2d5 FORM R405-2014 CEILING # Ceilirp Type Spem R-Value InaT a Area Fremiag Frac TnrecT e _ 1 Under AM.(Vented) Main 38 Blown 822 ft' 0.11 Wood _ 2 Under Attic(Vented) 2nd Floor 38 Blown 968 IV 0.11 Wood _ 3 UnderAPoc(Vented) Mein 19 Blown 16911 0.11 Wood _ 4 Under Attic(Vented) 2nd Floor 19 Blown 1641P 0'11 Wood WALLS Atl)acent S Cavity Width Height Sheathing Framing Solar Below pa _ 1 HE Exterior Frame-Wood Main 19 23 0 10 0 230.0 ft- 0 0.23 0.8 0 _2 NE Exterior Frame-Wood 2nd Floor 19 34 0 9 0 306.0 ft' 0 0.23 0.8 0 3 SE Exterior Frame-Woad Main 19 w 8 10 0 606.7 ft' 0 0.23 0.6 0 i -4 SE Exterior Frame-Wood 2nd Floor '19 42 8 9 0 384.011' 0 0.23 0.8 0 ' 5 SW Exterior Frame-Wood Main 19 45 0 10 0 450.0W 0 0.28 0.6 0 _6 SW Exterior Fmnm-Wood 2nd Floor 19 34 0 9 0 306.011' 0 023 0.8 0 . _7 NW Exterior Franc-Wood Main 19 60 8 10 0 508.711' 0 0.23 0.8 0 =8 NW Exterior Frame-Wood 2nd Floor 19 42 8 9 0 384.0 Its0 0.23 0.6 0 f B NE Garage Fmme-Wood Main 13 22 0 10 0 220.0 ft' 0 0.23 0.01 0 DOORS Sbrms U-Value Width Height Arae •p Ord DoorTyps Space Fl In Ft In ---------------- 1 NE Insulated Mein None .3 3 8 241? -- None .39 2 8 8 21.311 _ 2 NE Wood Main WINDOWS Orientation shown is the entered Proposed orientation. Wal Overhang V ng # Omt ID Frame Penes NERC U-Factor SHGC Aree Depth Se aratlon Int Shade Smarru 1 NE 1 Vinyl Low Double Yes 0.33 0.3 10.3 M 1 it 4 in 1 ft 0 in None Exterior 5 2 NE 1 Vinyl Low-E Double Yes 0.33 0.3 37.0 is 8ft0 in 1ft0In Drepeslolintls Exterior _ 3 NE 2 Vinyl Low-E Double Yes 0.33 0.3 24.0W 1R41n 1ft0 in None Exlerts5 _ 4 NE 2 Vinyl LowE Double Yes 0.33 0.3 31.011' '1 ft 41n 1 ft 0 in Drapeerolinds Exterior 5 _ 5 HE 2 Vinyl Low-E Double Yas 0.33 0.3 8.0M R 1ft41n 1OIn None Exterior _ 6 SE 3 Vinyl LowE Double Yes 0.33 0.3 31.0 fe 11141n tft01n None Exterior _ ] BE 4 Vinyl L E Double Yes 0.33 0.3 24.1 W1 ft4 in 1 ft 0 in Drepeslblinds Exterior 5 _ 8 SW 5 Vhrid LowE Double Yes 0.33 0.3 45.04' 1114 in 1ft01n Drapeslbm linds Exted5 _ 9 SW 5 Vinyl Low-E Double Yea 0.33 0.3 30.04' 8ft4in 1ft0in None Exteriors _ 10 SW 5 Vinyl LowE Double Yes 0.33 0.3 128.0W 8f 41n ift01n None Extador5 _ 11 SW 6 Vinyl Low-E Double Yes 0.33 0.3 60.0 W 1 ft 41n 1 ft 01n Drapi sRAnds Exterior 6 _ 12 SW a Vinyl L E Double Yea 0.33 0.3 4.54' 1 ft 4 in i ft 0 in None Exterior 6 j 13 NW ] YinN Low-E Double Yes 0.33 0.3 24.1 ft' 1 ft 4 in 1 ft 0 in None Exterior 5 _ 14 NW 8 Vinyl Lo E Double Yes DM 0.3 12.01N 1 ft 4 In 1 ft 0 in Nona Exterior 5 _ 15 SE 3 Vinyl Low-E Double Yes 0.33 0.3 24.1 M 1 ft,l in 1 ft 01n None Exterior 5 _ 16 SE 4 Vinyl Low-E Double Yes 0.33 0.3 6.011 1ft41n 1ft01n Drapeslblinds Exteriors 17 NW 7 Vinyl Low-E Double Yes 0.33 0.3 16.0 ft' 1 A 4I 1 ft 0 in Nona Exterior 5 81820175:04 PM EnargyGauge®USA-FlaRes2014 SWOon 11405.4.1 Compliant Software Page 3015 ORM R405-2014 GARAGE # Floor Area Calling Area Exposeti Wall Perimeter Avg.Well Hakim Exposed Well Insulation 1 639 W639 W ]3 fl loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholshouse Proposed ACH(50) .000M0'7 2602.3 142.88 268.68 .2907 5 HEATING SYSTEM # System Type Subtype EBiclency Capacity Block Duds _ 1 Eledrk Heal Pump Split HSPF:8.2 48 kBtshr 1 sys#1 COOLING SYSTEM # Syalem Type Subl _ Efficiency Capedty Air Flow SHR - Block Duds 1 Central Unit Split SEER:14 48 kBlulhr 1440 chin 0.7 '1 sys#1 i ! HOT WATER SYSTEM # System Type SubType Location EF Cam Use Stupid Conservation _ 1 Natural Cias Tankleas Exterior 0.8 1 gat 60.9 gal 120 an Nane SOLAR HOT WATER SYSTEM FSEC Collector Storage Cal# Company Nemo System Moda# Collector Madel R Area Volume FEF IF _ None None DUCTS —Supply— —Ralum— Aa CFM 25 CFM26 HVAC# Location R-Value AMR Location Area Leakage Type Handier TOT OUT DN RLF Heel Cool 1 Attic B 328.9ft Afllc 82.225 Dehult Leakage 2rd Floor (Default) (Default) 1 1 1 818/2017 5:01 PM EnetgyGauge®USA-FlaRes2014 Section 8405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Pmgramablee Thermostat.N �Cooling Jan Feb11 Mar E7] CallApring Fans:l�(1 10( lC(1 f` 7lS. E]] 1007I He. [ ]Jan [ Feb pl]Mar IX)�Mr l ]Mey [ ]Jun [ Jul [ lA 9 1x18 P lxlO �(,N� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 fi 7 8 9 10 11 Cooling(ND) AM 76 78 78 78 78 78 78 78 78 78 78PM 78 78 78 78 78 7878 78 78 70 78 70 78 78 78 78 78 78 78 78 70 Cooling(WEH) AM 78 78 PM 78 78 T1 78 78 78 78 78 78 78 78 78 Heating(IND) AM 68 68 Be 68 Be 68 68 fib 68 88 68 68 PM 68 Be 68 68 68 60 68 68 68 fib 68 68 Heating(WEH) PM 68 68 68 68 68 68 68 68 BB 86 68 68 I 1 6I6I2017 5:04 PM EnargyGauge®USA-FlaRes2614 Section R405.4.1 Compliant SoBvnro Page 5 of FORM R405-201ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 83 The lower the EnargyPerfomlance Index,the more efficient the home. Lot 73 Atlantic Beach CC,Atlantic Beach, FL, 1. New construction or existing New(From Plans) D. Well Types Insulation Area 2. Sinpb family or mukiple family Single-family a.Frame-Wood,Extedor R=19.0 3073.30 fP Y Y b.Frame-Wood,Adjacent R=13.0 220.00 fN 3. Number of units,If multiple family i c.WA R= IF tl.WA R= ft 4. Number of Bedrooms d 10.Ceiling Types Insulation Am S. la this a worst case? No a.Under Attic(Vented) R=38.0 1790.00 if 6. Conditioned floor am(f?) 3235 b.Under Attic(Vented) R=19.0 323.001P c.WA R= ft' 7. Windows- Description Area 11.Ducts R M a. U-Factor. Diol,U=0.33 515.17 ill a.Sup:Attic,Ret:Able,AN:2nd Floor 6 328.9 SHOD: SHGC-0.30 b. U-Fetor: N/A ft' SHOD: 12.Gaoling systems katuRn Efficiency c. U-Facon WA IF a.Central Unit 48.0 SEER:14.00 SHGC: d. U-Factor. WA W 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 48.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.959 fl. Area Weighted Average SHGC: 0.300 8. FlocrTypes InsuLbon Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2113.00 ft• a.Natural Gas EF:0.8 b.Floor Over Other Spam R-0.0 1122.00W b. Conservation features c.NIA R- f' None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building 4SFIE&Z, Construction through the above energy saving features which will be installed (or exceeded) do ;a BO in this home before final inspection. Otherwise,a new EPL Display Card will be completed h.,;" •`+.a �� based on installed Code compliant.features. +- �r�nr•-`• ;;17� w•�N�o Builder Signature: Date: Address of New Home: City/FL Zip: =��Dn WE'c�p'�' =Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For i information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. -Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. M20175:04 PM EmogyGauge®USA-FlaRes2o14 -Section R405.4.1 Compliant Software Pagel of FORM R4o5-2014 Florida Department of Business and Professional Regulations Residential Whole BuildingPerformance and Prescriptive Methods ADDRESS: Lot 73AU.ntk Beach CC Permit Number. A uantic Beach,FL, MANDATORY REQUIREMENTS see individual code sections for full details. Cl 401.3 Energy Performance Level(EPL)display card(Mandatory). The bulking official shall require that an energy performance level(EPL) display card be completed and winged by the builder to be accurate and comed before final approval of the building for occupancy.Florida law ISection 553.9085,Florida Simmal requires the EPL display card to be Included as an addendum to each sales contract for birth presort and nonpresold residential buildings.The EPL display card contains information Indicating the energy performance level and effitendes of components installed in a dwelling unit The building offlclal shall verify drat the EPL display card completed and signed by me builder accurately reflects the Plane and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found In Appendix C. ❑ 8402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed o limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Bullding thermal envelop& The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shell allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed In Table R402.4.1A shall be Installed In accordance with the manufacturers Instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code offlclal,an approved third party shall inspect all components and verify compliance. R402.4.1.2Testing. The building or dwelling unit shall be tested and verified as having an air leakage rete of not exceeding 5 air our sh a bichanower doorlat aour 1presiies sure of 02 Inches w.g.(50 Parswls).Wherees per hWished Climate by the code offidal,testing shall colnducted b1 pre y conducted with approved third parry.A written report of the results of the lest shall be signed by the parry conducting the last and provided to the code official,Testing shall be performed at any time after creation of all penetrations of the building thenal envelope. Duringtesling: 1.Exand Windows and doom,fireplace and save doom shall he closed,but not sealed,beyond the intended weatherstrippingor other infiltration control measures; but of ceebtl beyond Intended 2.Dampers Including exhaust,intake,makeup air,baokdreg and flue dampers shall be closed, beyo Infiltration control measures; 3.Interior door,t Installed at the time of the teat,shall be open; 4.Exterior doors for continuous ventilation systems and heat recoveryall andsmed off;shall and closed and sealed; S.Heating and cooling systems,If Installed at the time of the test, i6.Supply and ream registers,If installed at the time of the test,shall he fully open. O 8402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-hlting flue dampers and outdoor combustion air. role of o mom n 0.3 don O parr ,uam foot(151on air Uako2)taend awl swinging doom nogmom than 0s and i 5 dm per square foot(2.6ng glass doom shall he"aUslim2),whenntested according toaNFRC 400 or AAMAANDMAICSA 1011I.S.21A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-buihwinion,skylights and doers. O R402AA Recessed lighting. Recessed luminaires installed In the building thermal envelope shall be malodor limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an ah leakage rate not more than 2.0 dm(0.944 Us)when tested In accordance with ASTM E 283 at at 1.57 pat(75 Pa)pressure differential.All recessed luminaires shall be mated with a gasket or caulk between the housing and the Interior well or ceiling covering. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heeling and cooling system. ❑ R403.1.3 Heat pump supplementary hent(Mandaoryl. Heal pumps having supplementary eleCdueslstanca heat shat have controls that except during defrost,prevent supplemental heat operation when the heed pump compressor can meet the heating load. ❑ 8403.2.2 Seating(Mandatery)AII ducts,air handlers,and filler boxes and building cavities that form the primary air containment passageways for air distribution syslems shall be consldemd ducts and plenum chambers,shall be constructed and sealed in accordance with Section 0403.2.7.2 of aro Commercial Provisions of this code and shall be shown to meet dud lightness oaers by post-construdon or rouglAn testing below. Duct lightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater earthed in accordance with Satin 553.99,Florida Statutes,or as authorized by Foods Statutes,to be•subsonualy leak bee•by either of the following: 1. Poslcoretmction test:Total leakage shall be Was than or equal to 4 dm(1 ill Unit per 1r00squars feet(9.29 m2)of condioned o�me manufacturer'ser handler enclosure.area All when tested at a pressure dlfferenual of 0.1 inches w.g.(25 Pa)etces the entire system, 1u register boots shall be taped or otherwise sealed during the Leet. 4 cfm it 13 )per 100 ourm heat m2)of conditioned r area within 2 atoa presn test:Total sure a different a of 0.ih nil be less ches w gu(25Pa)acrossoan or equal othe system.Including the ma nufedurers airhandierhandler enclosure.Alregistershall he taped or otherwise sealed during the test.If the air handier Is not Installed at the time of the last,total leakage shall be leas than or equal to 3 Cho (85 Llmin)per 100 square feet(9.29 m2)or,conditionetl floor area. Exceptions: 1. The total leakage test is net required for duds and air handlers located entirely within the building envelope. 2. Dud Noting is net mandatory for buildings complying by Section R405 of this toile. 6/6/20/75:04 PM EnargyGauge®USA-FlaRes2014 -Section 8405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying guide above 105•F(41•C) or below 55•F(13°C)shall be Insulated to a minimum of RJ., R403.3.1 Protection of piping Insulation. ❑ R403.4.1 Circulating hotwater systems(Mandatary). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn ori the hot-water circulating pump when the system Is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heatem not equipped with Integral heat traps and having vertical pipe loam shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of eaher a commercially available heat trap or a downward and upward bend of at least 319 inches(69 mm)In the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403A.4Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater tempamture controls R403.4.4.1.1 Automatic controls. Service water heeling systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum temperature setting range shall be from 100•F to 140°F(38•C to 60•C). R403A.4,12 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to eladdc service systems to be turned off.A separate valve shall be provided to penal the energy supplied to the main burners) of combustion types of service water hearing systems to be tumed ori. O R403AA.2 Water heading equipment Water heating equipment Installed in residential units shall meet the minimum efficiencies,of Table C404.2 In Chapter 4 of the Florida Building Code,Energy Conservation,Commercial provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403AA.2.1 Solar water heating systems. Solar systema for domestic hotwaler productian are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectom in installed solar water heating systems should meet the following critene: 1. Be Installed with a tilt angle between 10 degrees and 4D degrees of the horizontal;and 2. Be Installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the FIddtle Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilator. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. ❑ R403.6 Heating and coating equipment(Mandatory). The following sections are mandatory for coding and heating equipment. 0 R403.fi.1 Equipment sizing. Heating and cooling equipment shall be sized In accordance with ACCA Manual S based on the equipment loads calculated In accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and Indoor units(if split system)shall be submitted along wah the sensible and total cooling capacities at the design conditions described In Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by Ideal intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Coding only equipment shall be selected so that Its total capacity Is not less than the calculated total load.but not more than 1.15 times greater than the total load calculated according to the procedure selected In Section 403.6,or the closest available size provided by the manufadurets product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/620175',04 PM EnergyGauge®USA-Flalies2014 ,Section R405.4.1 Com Page 2 of FORM 11405-2014 MANDATORY REQUIREMENTS - (Continued) O 8403.6.1.1 Cooling equipment opacity.(continued) The published value l"AHRI total capacity Is a nominal,rating-teat value and shall not be used for equipment eking.Manufacture's expanded performance date shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the bad calculation(or entering water temperature for water-source equipment),the blower chn provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bub and dry bulb temperature shall be for the Indoor dry bulb and reletNa humidity used for the bad calculation and shall be adjusted for return side gains If the return duct(s)Is installed In an unconditioned apace. I! Exceptions: 1. Attached single.and multi-family residential equipment sizing may be selected so that Its oollng capacity is less than the calculated total sensible load but not less than 80 Percent of that bad. 2. When signed and sealed by a Fbdda-registered engineer,in attached single-and multvfamlly units,the capacity of equipment may be sized In accordance with good design practice. O R4e3.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat Pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total coding capacity shag not be more than 1.15 times greater than the design cooling load. RW3.6.1.2.2 Electric resistance fumaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selecietl In Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural tlreft atmospheric bumers shall not be less than the design load calculated In accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shell have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options:' i. A separate cooling or heeding system is utilized to provide cooling or healing to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and C404 of the Commended Provisions in lieu of Section R403. ❑ R403.6 Snow melt system controls(Mandatory). Snow and Ice-melding systems,supplied through energy service to the building,shall Include automatic controls capable of shutting off the system when the pavement temperature Is above 55°F,and no precipitation Is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and Inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and In accordance with ANSVAPSP-15.The energy requirements for portable spas shell be in accordance with ANSVAPSP-14. Q R4113.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that Is mounted outside the heater to allow shutting off the heater without adjusting the thermostat seftim. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-Brad pool and space heaters shall have a minimum thermal efficiency of 92 percent for heelers manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shell not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool hectors shall have a minimum COP of 4.0 when tested In accordance with AHRI 1IN,Table 2,Standard Rating Conditions-Low Air Temperature.A lest report from an independent laboratory is required to verily procedure compliance.Geothermal swimming pool heal pumps are not required to most this standard. O R403.9.2 Time switches. Time switches or other control method that Can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: ' 1. Where public health standards require 24-hour pump operations. 2. Where pumps am required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps ere powered exclusively from on-site renewable generation. O R403.9.3 Coven. Heated swimming pools and Inground permanently Installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat lass. Exception: Outdoor pools deriving over 70 Percent of the energy for heating from sits-recovered energy,such as a heat pump" solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 cement of the lamps In permanently Installed lighting Mures shell be high-eficacy,lamps or a minimum of 75 percent of permanently installed Ighting Mums shall contain only high efficacy lamps. Fxception: Low-voltage lighting shall not be required to utilize high-afficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of 11-6. O R406.2.1 Performance ONLY. Ceilings shall have minimum Insulation of R-09.Where single assemby of the exposed deck and beam type or canal deck mofs do not have suMcent space,11401s allowed. 6MI2017 5:04 PM EnegyGauge®USA-FleRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Pmlect Name: Anna Made 3235 Right NE Builder Name: Toll Brothers,Inc. Sheet Lot 73 Atlantic Beach CC Permit Office: Atlantic Beach City,Stele,Zip: Atlantic Beach.FL, Permit Number i Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barter shall be sealed. Air-permeable Insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the \ insulation and any gaps in the air harrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shell be insulated and the junction of the foundation Walls and sill plate shall be Sealed. The junction of the top plate and the top or exterior walls shall be sealed. r Exterior theme]envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows,skylights and doors The space between window/door jambs and framing and skylights and \ framing shall be sealed. Rim joists Rim joists are Insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be Installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,Insulation shall be permanently attached to the crswlspace walls. Exposed earth in unverned crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,uglify penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow,cavities Betts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by Insulation that on Installation readily conforms to the available cavity s res. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light natures installed in the building thermal envelope shall be air fight, IC rated,and sealed to the d all. Plumbing and wiring Bah Insulation shall be cut neatly to ft amund wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Showerttub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air V barrier installed separating them from the showers and tuba. Electricallphone box on The air barrier shall be installed behind electricalor communication boxes or air sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. J Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have Basketed doors 602017 5:05 PM EnergyGaugeO USA-RaRes2014 Section 8405.4.1 Compliein enlivens Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Anna Maria 3235 Right NE Builder Name: Toll Brothers,Inc. Street Lot 73 Atlantic Beach CC Permh Office, AOantic Bach CState,Zip: Atianic Beach,FL, PermR Number. Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.FloorAma:: 3235 sq.ft. Cold.Volume: 31228 wft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Sin le or MUlbPoint Test Data HOUSE PRESSURE I FLOW: ELA: EgLA ACH: ACH(50): SLA: 8402.4.1.2 Testing. The building or dwalling unit shall be tested and verified as having an air leakage rate of not mcading 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour In Climate Zones 3 through B.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the tat shall be signed by Ne party conducting the test and provided to Ne code official.Testing shall be performed at any time after creation of all pens"llons of the building thermal envelope. During testing: 1.Eidenor windows and doors,fireplace and stove doom shall be dosed,but not sealed,beyond the intended wathersuipping or other In0kretion control measures; 2.Dampers including whausp intake,makeup air,backdraft and flue dampers shall be closed,but not mated beyond intended Infiltration control measures: 3.Interior own,H Installed at the time of the test,shall be open; 4.Bxlerim doom for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,If Installed at the time of the test,shall be tuma ot,and 6.Supply and return registers,if installed at the time of the test shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, y04TAEST,g?FO performance results demonstrate compliance testing shall be conducted by an ; oft with Florida Energy Code requirements in approved third party.A written accordance with Section 8402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to SIGNATURE: the code official. PRINTED NAME: y�COD WE'f4JS DATE: BUILDING OFFICIAL: DATE: UM017 5:05 PM EnergyGauge®USA-FlaRea2014 -Section R405.44 Compliant Software Page 1 of 1 Job: 1750 Aaanfic Beach Or. Project Summary Data: 7-31-17 Entire House By: Stephenaarber ---^d I - McGowan's Heating & Air Conditioning, Inc. 4650 Coans Road Oranoe PanF1=73 PIwne:90FY/BO33B Fie eW27603% Ermtl:Xaey®mWaremec.mm wge'w.wi.mcecwenvc.wm For: Steve Merien,Toll Brothers Inc. 160 Cape May Ave., Ponte Dedra, FI 32081 Phone:(904)217-0739 Fax:(904 814-8173 w Web: ww.tollbrothers.com mai:smerten@tollbrothersinc.com Notes: Anna Maria Desian Information Jacksonville NAS,FL, US Winter Design Conditions Summer Design Conditions Outside db 32 `F Outside db 99 76 °F Inside db 70 °F Inside db Design TO 38 aF Design TO 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr8b Heating Summary Sensible Cooling Equipment Load Sizing Structure 29622 Btuh Structure 26904 Btuh Ducts 5164 Btuh Ducts 6479 Stub Central vent(0 cfm) 0 stub Central vent(0 cfm) 0 Btuh (none) (none) 0 Btuh Humidification 0 Btuh Blower Piping 0 Bluth Equipment load 34785 Btuh Use manufacturers data y Rate swing mu8iptier 1.00 Infiltration Equipment sensible load 33383 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Averagge Structure 4423 Btuh Fireplaces 0 Ducts 1142 Btuh Central vent(0 cfm) 0 Stub Heating Cooling (none) Area(81 3234 3235 Equipment latent load 6866 Btuh Wlume(fle) 33151 33151 Air changes/hour 0.28 0.15 Equipment total load 40249 Btuh Equiv.AVF(cfm) 155 83 Req,total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Cartier Trade CARRIER AIR CONDITIONING Trade dCARRIER AIR CONDITIONING Model CH14NBD480000A0 Cond Coil FB4CNP048L AHRI ref 9182789 AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 32200 Btuh Heating output 45500 Btuh@47`F Latent cooling 13800 Brun Temperature rise 30 'F Total cooling 46000 Btuh Actual air flow 1400 ctm Actual air fiow 1400 cfm Air flow factor 0.040 dm/Btuh Air Bow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacltybalance point=26 aF Backup: Input=10 kW, Output=34407 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-JMe0615:5Z.23 ,�, H'�F wrightsoft' Cmfon a .02 uN NM.14 1171 RSU12270 Ppe1 ..onRdlBroN ..N Mvla M5RgMABC"P Cak-W$ F.MOomlewa: N T First Floor mato L14 et' ..1a 6' U.6 12x0 7- 7• 10e mae s.Fawr e u' exm e• 'Fn 126 6' a Lv9 ]"Ya ke1CT 1Ra4 Bea 3'Fan 0.a 12 a. pp0 rm 7- 10• WurWy10 mwk &rMy tOYtt Rs 2 gar - Job#: McGowan's Heating & Air Conditioni.. scale: 1 : 127 Performed by Stephen Barber for: Page 1 stew Menen 4850 Collins Road Comfort Builder by Mightsoft 160 cape May A. Orange Park.FI 32073 17 0.21 RSU12270 Pante 0739Fa]3091 Phone:904-278-0339 Fax 904-278-0366 2017- Pnone.190412t7-0]]9 Fax:2081 10.873 JnrFW 15 53:16 ,ry tnnbrmhers.com sneran@td[brcAhaMI=.WM t+^�✓++.mcgmansac.wm korey®mcgowansaa wF, _sNnna Maria 3235 Right ABCCFr p up Su RM J'Fan u owl12 ' Baa Raa 12 1]B' e, tau s' e. 4 1fi' IB Mai d 1 2Ya9 14 ®Fen Becc—s B n3 v 51 1202 y iBvO ad a` my:r 2 Job#: McGowan's Heating & Air Conditioni... scale: 1 127 Performed by Stephen Barber for: Page 2 Skew Ml 4850 Collins Road Coal Bull by wnghtsoa 168 Cape Ml Aw. Orange Parc,FI 32073 17.021 RSU12270 Pomo VMm,F132001 Phone:9042]8-0339 Fax:901-27&0366 201]-Jun-0 1553:16 Phone:(94)21]-0)39 Faza90/)Bta-81]3 www.ldl6ldbwa.oam emanw®�dlbdhaincoxn w rhogOWansaccom Wrey®mogovrensac.com sV nna Maria 3235 Right ABCC rup Manual S Compliance Report Ja4:175o Atlantic Beach Drive Date 7-31-17 b ( Entire House By: Stephen Barbar McGowan's Heating & Air Conditioning, Inc. J850 Cohn.Road,pence P.,a 32073 PMne:Q(W-V 0339 Fax:901-278-031(t Emeir'.krvayQrncpoaense —Y b:www.mgwvacac.um Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, Ft 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:twAtrAollbrothers.com Email: smerten@tollbrothersinc.com Cooling Design Conditions Outdoor design DB: 99.2`F Sensible gain: 33383 Btuh Entering coil DB: 75.9F Outdoor design WB: 80.2'F Latent gain: 6866 Btuh Entering Will WB: 62.9F Indoor design DB: 75.0eF Total gain: 40249 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Cartier Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Sensible capacity: 34173 Btuh 102%of load Latent capacity: 7462 Btuh 10916 of load Total capacity: 41635 Btuh 10391.of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 34785 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model. CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Output capacity: 35642 Bluth 102-A of load Capacity balance: 26 "F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Else strip Manufacturer: Model: Actual airflow: 1400 din Output capacity: 10.1 kW 99%of load Temp.rise: 50 °F Meets are all requirements of ACCA Manual S. wrif•htsoft' 20\7-A Oa 15:%h23# C.W edwa W 1Ah"M 170.21 Rsu12270 Ppat ...-\TdI BmIMrfMna MW 3235 Right ABCC.mp C =MJB Frtnl Doarbzs: N Job: 1750 AIIaMc Beach Drive Duct System Summary Dab: Entire House By: Stephen McGowan's Heating & Air Conditioning, Inc. iB50 CalYna RmE.Oqz a Pak.F1 U073 PW.:934Vr 9Fu:93lTra030B EmNI:kaRy$mcB.wanaac.[Om NR b:w.w'.myoxa,aec.mm Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Ponta Vedra,FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:w Aollbrothers.com Email:smenen@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.258/0.132 in H2O 0.258/0.132 in H2O Lowest friction rate 0.083 in/100ft 0.083 irVlODR Actual air flow 1400 cfm 1400 cfm Total effective length(FEL) 473 ft Supply Design Htg Clg Design DiamfH Duct Actual Ftg.Eflv Name (Btuh) (can) (clm) FR (in) Matl Ln(ft) Ln(ft) Trunk bmh2 c 496 19 21 0.150 4.0MFx 22.0 150.0 all barna c 595 23 25 0.156 5.0MFx 20.0 145.0 all be.2 c 2426 77 102 0.118 7.0VIFx 33.4 185.0 sl3 b.d3 c 2587 85 109 0.152 7.0AFx 24.4 145.0 stl b..4 c 2133 75 89 0.153 6.0VIFx 22.9 145.0 all dlm,q h 3321 134 91 0.141 6. VIFx 22.8 160.0 st2 h 2123 85 63 0.103 6. VIFx 45.3 205.0 st4 "y 2 c 1656 64 69 0.120 6.0 Oxo VIFx 29.9 185.0 st3 m.mm c 2284 55 96 0.132 6.0 Oxo VIFx 30.3 165.0 812 meal m.n c 2284 55 96 0.139 6.0 Oxo VIFx 20.3 165.0 st2 xnm.n c 1746 48 73 0.137 6.0 0x0 VIFx 27.3 100.0 st2 I.,mn c 858 14 36 0.084 5.0 Oxo VIFx 65.9 240.0 st5 Ibn c 2238 91 94 0.125 7.0 Oxo VIFx 21.8 185.0 st3 mbam In 2505 101 63 0.089 6.0 0x0 VIFx 50.3 240.0 st5 h 2043 82 45 0.083 5.0 Oxo VIFx 62.0 250.0 st5 mnNr h 2817 113 99 0.106 7.0 oxo VIFx 43.8 200.0 st4 .nWl h 2817 113 99 0.088 7.0 oxo VIFx 51.3 240.0 st5 Panty h 497 20 6 0.132 4.0 0x0 VIFx 35.3 160.0 st2 c 50 1 2 0.083 4.0 Oxo VIFx 70.4 240.0 st5 Nudy h 3195 129 106 0.129 7.0 Oxo VIFx34.3 165.0 st2 c 55 1 2 0.083 4.0 Oxo VIFx 59.3 250.0 145 vdc3 h 320 13 9 0.151 4.0 Oxo VIFx 20.4 150.0 stt .4 c 76 2 3 0.184 4.0 Oxo I VIFx 1 12.1 145.0 all N117-J.06155223 +wrightsoft' Cone.namaaby WdOMaon1].e21R0B12270 Py.1 .on%Td1BroP., na MwaM5RgMPBCC.W Cmc•MIB Fmmnoctfacec N Supply Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (dm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 313 248 0.083 574 10.0 0 x 0 VnlFlx st4 st4 Peak AVF 512 411 0.083 652 12.0 0 x 0 Vinift st2 st3 Peak AVF 232 265 0.118 486 10.0 0 x 0 VmlFlx sit st1 Peak AVF 448 521 0.118 488 14.0 0 x 0 VInIFIx st2 Peak AVF 952 879 0.083 890 14.0 0 x 0 VinlFlx Return Branch Detail Table Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfrn) WITI) (it) FR (fpm) (in) (in) Opening(in) Mag Trunk rb2 0x0 152 191 160.5 0.083 433 9.0 Ox 0 VIFx 013 rb5 0x0 25 28 158.5 0.084 20 16.0 Ox 0 VFx rt3 rb4 0x0 155 163 119.9 0.111 468 8.0 Ox 0 VFX d1 rb3 0x0 118 139 102.0 0.130 314 9.0 Ox 0 VIFx rtt rbi 0x0 952 879 0 0 0 0 Ox 0 VFx Return Trunk Detail Table Iig CIg Design Veloc Diam H x W Duct Name Type Wni) (dm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 177 219 0.083 157 16.0 0 x 0 VnlFlx nit rt1 Peak AVF 448 521 0.083 295 18.0 0 x 0 VnlFlx N11)-k W135..]3 *wrighlsoft' Comlpl&vinrt OyvOn0tw 11B21Rsu12210 PW 2 ...nnM B.tl .n.MaM=35 RqM MCC.NP CN =W8 F.nl Do f.... N q Static Pressure and Friction Rate Job: 1'7W Aaan4c Beach Drive ,ria I Dale: 231-17 _ Entire House By: Bbph•nBarher McGowan's Heating 8 Air Conditioning, Inc. 4950 Colin.ROM.Ompe PN,n33073 PWO:800.27803]9 Fax 908-218-0."95 Emeil:komY®18nWa'an+aemm NhC:Y^,x',oix,mmucmm Project For: Steve Matter,Toll Brothers, Inc. 160 Cape May Ave., Porte Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email:smerten@lollbrothersinacom Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heal exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total supply Return (8) (b) Measured length of run-out 19 6 Measured length of trunk 43 15 Equivalent length of fittings 250 140 Total length 312 161 Total effective length 473 Friction Rate Heating Cooling (iN1008) (in/1008) Supply Duds 0.083 OK 0.083 OK Return Ducts 0.083 OK 0.083 OK Fitting Equivalent LengthDetails Supply 4AD=60, 11C=4011G=5, 11G=5, 11G=5, 11C=40, 1100, 11J=15, 1A=35, 11G=5:TotalEL=250 Return 11C=40,6L=20, 11C=40, 11G=5,5E2=35:TotalEL=140 20174um0815:52:o 'f WrightsofL• Pwa1 ICXK Waal Bmthersx,,"Mame 32M Right ABCC.rup Cak=MJ8 Fhoi ro xxx, N AtlJob: 1750antic Beach Dr. Project Summary Dab: ]-0 -1 Wit Entire House By: Stephen Barber AG 4 I --='' McGowan's Heating &Air Conditioning, Inc. 4850 Coll ns Road.Orange to X A 32073 Plme:BM-Y760338 F.,930.2760386 Email:MMOMcpowenaac.mm WeS:xww.mymvaraec.cam Proiect Information For: Steve Marten.Toll Brothers Inc. 160 Cape May Ave.,Ponts Dedra,FI 32081 Phone:(904)217-0739 Fax: (9041814-8173 ww Web:w .tollbrothers.com Email:smenen@tollbrothersinc.com Notes: Anna Maria Design aaaaaaaaaa Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 95' F Inside db 70 °F Inside db 24 'F Design TO 38 °F Design TO g Daily range M Relative humidity 50 % Moisture difference 61 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29622 Btuh Structure 26904 Btuh Ducts 5164 Btuh Duds 6479 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfrn) 0 Btuh (none) (none) 0 Btuh Humidification 0 Btuh Blower Ping 0 Btuh Equipment load 34785 Btuh Use manufacturers data y Ratelswing mul iptier 1.00 Infiltration Equipment sensible load 33383 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Structure 4423 Btuh Fireplaces Ducts 1142 Btuh Central vent(0 chn) 0 Btuh He324'ng Equipment (none) Area(ftp 344 3235 latent load 6866 Btuh Volume(ft) 33151 33151 Air changesthour 0.28 0.15 Equipment total load 40249 Btuh Equiv.AVF(dm) 155 83 Req.total capadty at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO48000GAO Cond CH14NBD48000GAO AHRI ref 9162789 Coil FB4CNP048L AHRI ref 9162789 Efficiency 8.2 HSPF Efficiency11.5 EER, 14 SEER Heating input Sensible cooling 32200 Btuh Heating output 45500 Btuh@47°F Latent cooling 13800 Btuh Temperature rise 30 °F Total cooling 46000 Btuh Actual air flow 1400 dm Actual air flow 1400 chm Air flow factor 0.040 cfm/Btuh Air flow factor 0.042 dmtBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacitybalance Point=26°F Backup: Input=10 kW, Output=34407 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017J.-0615:52:D /-� + wrlghts0(Y Cunron Bard.I NfigMSM 17.021 RSU12M Pp•1 �T „mrcg BmleenVnre We 3235 rtight ABCC ruP Call=MJ8 Faded 0.Nicas: N First Floor .1aa se to m,imy 2.e rz.e r m.e n• Wyaly IF n6 11' lO 1R' 10, 8.10 Oo n aaai. e0 ®T Fan 10.0 n' 6Nwp 3•Fal MI lR�- 12.13 n.♦ O6rn t3.0 II.R 6x0 rases InuM14y mrv¢ Im9u Job#: McGowan's Heating & Air Conditioni.., scale: 1 127 Performed by Stephen Barber for: page 1 St..Maven 4850 Collins Road Coaloulkk:r by Wrightsoh 180 cape May Ave' Orange Park,FI 32073 1].0.21 RSU12210 PoMe Vela,Fl mwl Plwro:(904)21]-mss Fax:(lit e14699 Phone:9114-2]8-0339 Fax.9042]8-0368 2017.Iun-W 15:53:16 xM1vw.hissionare.mm emanariaiaaerauwelnc.com 1w.w.no,oxiansacoorn korey@nnogowansal slAnna Maria 3235 Right ASCC rup up °V Plwl 3'Len �.tz peu2 ppp:,U:. 7� 12V24�6 a' ta' 41712 10x2° 1a' 12' 1e e. °' 21i:de m e 5io 1Ra12 1o.e none', Job#: McGowan's Heating & Air Conditioni.. Scale: 1 127 Performed by Stephen Barber for: Page 2 Stew Meeen 4850 Collins Roe i Comfort Builder by Wrlghtso8 160 cepa May Axe. Orange Perk,FI 32073 17a.21 RSU12270 Ponb Vetlre.F13201 Ph— (90x)2174]39 Fax (ON)91x9119 Phone:90e-27e-0339 Fax:9042]8-0380 201]-Jun-0615:53:16 µwq}oubdhxe mm emeeengmwdmranc.mm w.vw.mcgowansaccom korey@mcgowamaccom swhna Mane 3235 Right ABCC rup Job:1750 Atlantic Beach Dawe Manual S Compliance Report Dale: 7-31-17 Entire House By: Stephen Barber McGowan's Heating &Air Conditioning, Inc. x0.50 Cdrn•FOM.Omya PeM1.Fla28]3 PIwu:901-]]&8339 Fez:8061]B0."PA Emelt:MueY@mWu',emecranYWE:w.w.mcgw„ennc.can Project • 1 For: Steve Marten,Toll Brothers,Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smenen@tollbrothersinc.com cooling Design Conditions Outdoor design DB: 99.2°F Sensible gain: 33383 Btuh Entering coil DB: 75.9-F Outdoor design WB: 80.2°F Latent gain: 6866 Bluth Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 40249 Btuh Indoor RH: 50% Estimated airflow: 1400 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer Carder Model: CH14NB04B0000A0+FB4CNP048L Actual airflow: 1400 clan Sensible capacity: 34173 Btuh 102%of load Latent capacity: 7462 Bluth 109%of bad Total capacity: 41635 Bluth 103%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 31.7°F Heat loss: 34785 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: CH14NB0480000AO+FB4CNP048L Actual airflow: 1400 cfm Capauty balance: 26 'F Output capacity: 35642 Btuh 102%of bad Economic balance: -99 °F Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 dm Output capacity: 10.1 kW 9W.of load Temp.Has: 50 °F Meets are all requirements of ACCA Manual S. 2017.Jen-851352:23 Wright5Oftawwn e,eyghto 17.a21asu12no Pwe+ rcomm ...orkTN18 ,..ne Me•e3235RgMPBCCmp CMc=MIB Fmnl Domfece: N Duct System Summary Jab: 17-31-17 tic Beatl Drive y, I .. •J Data: Stephen •/(�,�,aWrne V_ Entire House By: stepben Barbar !rr McGowan's Heating &Air Conditioning, Inc. 4850 Couns Road.OmW Pm*,n 32073 PMne:984Vaon9 Far GN27"M Emell:kttay®mycwenaac.mm Mv:w fflpowanSaC CM Project Information For: Steve Merton,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:viww.tollbrothers.com Email:smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.258/0.132 in H2O 0.258/0.132 in H2O Lowest friction rate 0.083 irVIOM 0.083 in/100ft Actual air Bow 1400 dm 1400 elm Total effective length(TEL) 473 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (ctm) (dm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk eam2 c 496 19 21 0.150 4.0 Oxo VIFx 22.0 150.0 SO baM3 c 595 23 25 0.156 5.0 0x0 MFx 20.0 145.0 all W2 c 2426 77 102 0.118 7.0 0x0 VIFx 33.4 185.0 st3 bads c 2587 85 109 0.152 7.0 0x0 MFx 24.4 145.0 all W4 c 2133 75 89 0.153 6.0 0x0 VIFx 22.9 145.0 all aMnP h 3321 134 91 0.141 6.0 0x0 MFx 22.8 160.0 st2 Tor« h 2123 85 63 0.103 6.0 0x0 VIFx 45.3 205.0 st4 mars c 1656 64 69 0.120 6.0 0x0 MFx 29.9 185.0 st3 aMe�Mi c 2284 55 96 0.132 6.0 0x0 VIFx 30.3 165.0 st2 •nMmA c 2284 55 96 0.139 6.0 0x0 MFx 20.3 185.0 st2 uiman c 1746 48 73 0.137 6.0 0x0 MFx 27.3 160.0 W landry c 858 14 38 0.084 5.0 0x0 MFx 65.9 240.0 st5 Ion c 2238 91 94 0.125 7.0 Oxo VIFx 21.8 185.0 st3 m bath h 2505 101 83 0.089 6.0 Oxo MFx 50.3 240.0 st5 th ara h 2043 82 45 0.083 5.0 Oxo VIFx 62.0 250.0 815 ,ne.w h 2817 113 99 0.106 7.0 Oxo VIFx 43.8 200.0 st4 maNera h 2817 113 99 0.088 7.0 Oxo MFx 51.3 240.0 sty Pakr h 497 20 6 0.132 4.0 Oxo MFx 35.3 160.0 st2 PNUrnn c 50 1 2 0.083 4.0 Oxo MFx 70.4 240.0 s15 allay h 3195 129 106 0.129 7A Ox MFx 34.3 165.0 st2 c 55 1 2 0.083 4.0 Oxo MFx 59.3 250.0 sty xlc3 h 320 13 9 0.151 4.0 0x0 VIFx 20.4 150.0 all vnc4 c 76 2 3 0.184 4.0 Oxo I MFx 1 12.1 145.0 16111 W,7JurWW52:23 &+Wrightli CanMnau80erbrvmPMe 17021Rsu12270 Paas _.aM7dl uia vmV na Made 3235 Rght MCC-P CNa`MA Front Cometh-: N Trunk Ht9 !24B Design Veloc Diam H x W Duct Name Type (C8n) (CFM) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 313 0.083 574 10.0 0 x 0 VinlFlz slb s14 Peak AVF 512 0.083 652 12.0 0 x 0 VnlFlxst3 Peak AVF 232 0.118 486 10.0 0 x 0 VinlFlx sit sN Peak AVF 448 0.118 488 14.0 0 z 0 VnlFlx st2 Peak AVF 952 0.083 890 14.0 0 x 0 VmFlx Return Branch Detail rGnlIeI(cfm) )(dm) TEL Design Veloc Diam H x W Stud/Joist Duct (4) FR (fpm) (in) Gn) Opening(in) Matl Trunk 160.5 0.083 433 9.0 ox 0 VIFx rt3 158.5 0.084 20 16.0 ox 0 VFx rt3 119.9 0.111 468 8.0ox 0VFx rti 102.0 0.130 314 9.0 ox 0 VFx rtt 0 0 0 0 Ox 0 VFz Return Trunk Detail Trunk Htg Clg DesigEn Dinm HInW Duct Mat rialTrunk Name Type (Cfm) (Cfm) FR (i ) (( )rt3 Peak AVF 177 219 00 16.0 0 x 0 VinlFlx rti Peak AVF 448 521 00 18.0 0 x 0 VnlFbc 2017Jun W 1552:23 JY.AAi�H wfightSOft' Umora.. . ,waaM.nn17,0.21RSu1227. P�2 -\TW W.th.,A .Mer M5RgMABCCmP C I—MJ8 FmMOoa S: N Job: 1750 Atlantic Beach Drive Static Pressure and Friction Rate Date: 7-31-17 Entire House By: Stephen Ranter McGowan's Heating &Air Conditioning, Inc. 4050Co111n8R ,00vge Pv*.F132073PIwne:QNa2760339 Fu:8 2140360 Emelt:XoreY�mrOaxenaec.mm V.Nb:wv.'•,mt9uY°^xc.wm Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:(904)217-0739 Fax: (904)814-8173 Web:wvw.tollbrothers.com Email:smertenl@tollbmthersinc.cam Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses 006 0.0E Coil 0 0 Heat exchanger 002 0.02 Supply diffusers 0.03 0.02 Return grilles 0 0 Filler 0 0 Humidifier 0 0 Balancing damper 0 0 Other device Available static pressure 0.39 0.39 • . l Effective Length supply Return (it) (ft) Measured length of run-out 18 6 Measured length of trunk 43 15 Equivalent length of fittings 250 140 Total length 312 161473 Total effective length Friction Rate Heating Cooling (ini100f1) (in11008) Supply Ducts 0.083 OK 0.083 OK ReturnDucts 0.083 OK 0.083 OK Supply 4AD=60, 11C=40, 11G=5, 11G=5,I IG=5, 11C=40, 1IC=40,11J=15, 1A=35,11G=5:TotalEL=250 Return 11C=40,6L=20, 11C=40, 11G=5,5E2=35:TotalEL=140 �.q 2017-Jao4A 15:5233 F wngh'--"'- Canlnl evade by lNgNwh 110.21851112270 Pass ...canal BmnweNnna Made 3235 Mn AUCC.mg C =MJ8 FW1 D.I.oa: N s a a ,ate ,ate SECOND FLOOR LAYOUT SCALE : 3/ 16" = 1 '0" OFFICE COPY BCS1 UILOING OMPONENT UPPLY, NC. 4527 JP HALL BLVD. SUITE ZOE GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS id-1 1 /SII -_- - _ 213' - 911 I,IN - - THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. s e These Iruases are designed }s individual building components{�be incorporated into the building desgn at the specification of the building w, a designer. See individual design sheets for each truss design identified on the -� placement drawing.The building - --- _ - designer is responsible for temporary O a d I } va,O,.NR mmN Er a and permanent bracing of the roof and UuS_ >� aro s floor system and for the overall 8 p p c usr .xoze-z structure.The design of the truss e Ho e E ABOVE support structure including headers, beams,walls,and columns Is the - - responsibility of the building designer. w - « For general guidance regarding bracing, consult"Bracing of Wood - ------------ �m WING DI U. Trusses"available from the Truss Plate @ e "' "�^� -Ra°"' °7 - Institute,583 D'Oni31 Drive; Madison, -mss_'use 1 WI ATTENTION.usR .Rox Is ATTENTION. -..._ _ Refer to truss layout and engineering -- - - - documents that arrive with delivered field busses. H Unless noted otherwise,all beams are by others. EVIYIDN DATE CHECKED BY 00/00/15 CLIENT TOLL BROTHERS SUBDIVISION ATLANTIC 9. HERITAGE MODEL ANNA MARIA ELEVATION CLABSIc D. ev LOT # RAS DATE FIRST FLOOR LAYOUT 7 06/06/2017 SCALE : 3/ 1 6e = 1113° I RR,F# 13174 Lumber design values are in accordance with ANSI1TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek5 RE: 13174TOA- MiTek USA, Inc. Site Information: am Parke East 9111. T Customer Info: Toll Brothers Project Name: . Model: Anna Maria - Classic Tampa,FL 33611}4115 Lot/Block: 073 Subdivision: Atlantic Beach Address: ., City: . State: FL Name Address and License#of Structural Engineer of Record,If there is one, for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 pet Floor Load: 55.0 psf This package includes 75 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name I Date 1 711315581 CJ02 6/8/17 18 T11315598 Kb 6/8/17 2 T11315582 CJ12 6/8/17 19 711315599 F07 I 6/8/17 _ 3 771315583 CJ22 6/8/17 20 711315600 FG01 I 6/8/17 4 T11315584 CJ23 6/8/17 21 T11315601 FG02 6/8/17 5 771315585 CJ32 6/8/17 22 T11315602 Jll 618/17 6 T-1131 5586 EJ02 6/8/17 23 T11315603 T0t 618/17 7 T11315587 EJ06 6AV17 24 711315604 702 6/8/17 8 T11315588 EJ12 6/8/17 25 T11315605 T03 6/8/17 9 T11315689 EJ16 6/8/17 26 T11315606 T04 6/8/17 ! 10 711315690 EJ22 6/8/17 127 IT11315607,TO5 16017 11 T11315591 EJ23 6/9/17 28 T11315608 TO6 6/8/17 12 771315592 1 EJ32 6/8/17 29 T11315609 T07 I 6/8/17 13 T11315593 F01 6/8/17 30 T11315610 TOB 16017 14 T11315594 F02 6/8/17 31 T11315611 T09 I 6/8/17 15 TI 13155951 F03 6/8/17 32 T1 13156112T112 6/8/17 18 711315596 F04 8/8117 33 711315613 711 6/8/17 17 TI 13155971 F05 6/8/17 34 T1 131561 4 T12 6/8/17 The truss SA,Inc.drawing(s) my direct supervision basedve have ononnthe parameters rred by iTek ,%PV...........E N S provided by Building Component Supply. i Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28,2019. o• �: IMPORTANTNOTE- The swim these truss component and tea is a certification 0: STA OF •� that to engineer named is Ifcens T e the jurisdiction(S)are based)identified para tat the y�,ri•�.b P�'t1�� shown(comply with ANSI/s, 1. These tlesigns aredeliupon pa,which i�e� •• O p\�. �� shown(e.g.,Welk. A y peons,dimensions,shapes and design r Wawa which were i�ss/ •��,�� fie n to reference purpose onproly,andon included into aaciount in the preparation of p MiTe Y V spa these designs. MiTek has not indepencular veding.the applicability of the design watu P.A.I . Mo.72A 11 041 should parameters or the designs for design parameters building. Before ncorpothe buthise designer aflexus EWlU Cana@e should werallp building fgn par parameters Ch properly 2.yincomorate[nese designs Dide nm Easy BIW.TmInaa1610 into the overall builtling design per AN61/rPl 1,Chapter 2. OM; lune 8,2017 Finn,Walter I of 2 f 4 RE: 13174TOA- Site Information: Customer Info: Toll Brothers Project Name: . Model: Anna Maria- Classic Lot/Block: 073 Subdivision: Atlantic Beach Address: ., City: . State: FL No. Be I# use Name Date 35 T11315615 T13 6/8/17 36 711315616 T14 6/8/17 137 1T71315617I T15 1 68117 1 138 1 7113156181116 161617 39 1 771315619 T17 61617 40 1 T11315620 T18 6617 41 771315621 719 84 7 142 17713156221 MO 6/8/17 1 143 17113156231 T21 16017 144T 113156241 T22 1 68/17 145 T113,5625 723 16617 1 46 1 T11315626 124 6617 47 1 T11315627 T25 6617 48 T11315628 T26 6/617 49 T11315629 T27 68/17 50 711315630 T28 6617 51 T11315631 T29 6617 52 T11315632 T30 6617 53 711315633 T31 6617 154 17113158341732 6617 1 155 7113156351 T33 6617 156 1711315636 T34 6617 15717113156371 T35 _ 68/17 58 T11315638 736 6617 59 T11315639 T37 6617 60 IT11315640 T38 68/17 81 1 711315641 T39 618/17 62 IT11315642 T40 6617 83711315643 T41 6/8117 64 711315644 142 W17 85 1 711315645 143 6617 66 711315646 T44 6617 67 T11315647 T45 6617 168 T11315648 T46 6617 169 7113156491 V0168/17 70 711315650 V02 6/8/17 71 T71315651 V03 6617 72 711315652 VO4 68/17 73 T11315653 VO5 6617 74 T11315664 1 V06 6617 75 771315655 V07 68/17 2 oft Job T. Trues TYpe, It CIyii Fly 711315581 13t]4TOA CJ02 Jeck-Open 1 1 Joba 4M BNinO ComporeM 6NJecbNFL-3213....... Nud_ 1.— 809,0824017 Peter ID. BtoWMJG10EpCIlEGMosmB00ueaRA0 1Hnd0YHWSO0FFSIXMDNM0 2 a3 2—Vo scale=1 8.8 R8 12 2 1 3 3M= 4 t-t-t teal a9a t-t-t laza tan LOADWG glaq SPACING- 2-00 CSI. DEFL In gai Vtlall UO PLATES GRIP TCU- 20.0 Rate Grip DOL 1.25 TC 0.17 Ved(LL) 0.00 S >999 240 IM0 2RI TCDL 10.0 Lumber DOL 125 BC D.28 Vert(TL) O.W Sd >999 130 BCLL 0.0 ' Rep Stress In., YES WB O.W Hoa(TL) 0.01 2 We we BCDL 10.0 Code F13CWt]1PQOD] Wtdx-MP Weight a lb FT=20% LUMBER- BRACIll TOP CHORD 914 SP Ni TOP CHORD Slruotural waoE sheathing din dly applied or 2-33 m purlds. BOT CHORD a4 SP No.2 BOT CHORD Rigid calling dredlyappited or 1O0-0 a breslrp. MITaB remmnentls that Stabiltaps and re9ueed Goss dadrp 1 bars illetl during truss arecllan,in accordance lNM Stabilizer Imtelle80n guide. REACTIONS. g.Ho 2-W(IL echenlcal,3=44RAecdanlcal,4=20]ro395 Max Hors 4 4f8g_ 8) Mar GUplift.2=53(LC 3),3=52(LG 20),4=-130(1) B) Max G.2=53(LC 1),3=19(LC 8),4=20](LG 1) FORCES. gb)-Max.Comp.RJax.Tem.-All lamas 250(Ib)orless exceptwhenshown. NOTES 1)Wind ASCE 7-10;Vu16130mph(3-second gust)Vasd=101mph;TCDLd.Opsl;BGDL=5.0lad;h25tl;8=451t;L=241C eavei Cet. II; members Gores& MWFRS(dloadionel)andm Lumber D3)=ore;clate garldtexposed;porch left and tlgd mmoeeegC-C for members and forces 8 MWFRS 10.reer Wh shown;Lumber W moono plate grip DOb h60 2)TL 1bussbasbeennedgned looa10.0psibof2Oclwrelive nthloadomn runentwtmartyother m loads. 3)'ThIa trues has been designed for a Ian loth 0member on the bottom drord In all arses whrere a redalgle 3S-0MII Dy2-0 0 wide wilier betweenthes)f r nos chord and anyomenmembers. 4)Refer tomech mechanical for rose ti buss a thers)lons. 5)Provitle mecM1enical coWedion @y others)of buss to OeaAng plate capable of withstanding lW lb uplift atfolM(S)2,3 except gt=lD) 4=t W. Q wuawc-v mvmwa'.m..w..oeeugagr ds da mwxagsxwosd anae'dood aapev4aeai ianvmrsessoasuss. Deas saIca ve o,.r�m xnn.o" or o.m3dolm..orvv,r�emmemmurn.andklw m can.bahrrd 1-1-1..n o sure rySem flue Ice.111e ho ix1 u.—mug vplly Me q{AkatllN of OowT pzomos—axl Iva ,xrIM(Be no tle93nImo..-.I I>wmamaaa aacxlan�xrnedklone•emn<MagolwMaa ma:weba,lerrs mote mamoeamv.anlloanmmporrivmdpoao."mrsd MiTek eawn�eaA�gla manvaato Wevenl coagxewllnpw@�le pe�waYNNutlpM><OY WatLe.fa Bernd Pxmva�eaaa�d xw so.n.m.c.n eNa. spbsh ..eo,oae.aan.,w.emmevhof L.�remm�ow mmrvuem.reonxwmtaallrem.lo.gse ev aaeev mlPdawl�.a 7e aysia ewaYlNomH.i�Mame nom tnmflole Immne.zle K lee sae.t snealz.ae.nem.vnzz114. ^D^ JOU True Trlvs Type � Oh T RY T1131553! 131]4TOA CJ12 Jack-0pMl 1 1 BuiMifg CampawNSWpry. JacksawlBe.FL 32258, 8.110eApr�13o201]MiteklMuidima.If B. S NfgmU8:25201] Pagm1 ID:18jNWxOG1OEk9Cl]dSM0ssB0Ouam]t NVAygNeNOL3BFOJ8hBeIgmU MVR9xw5IDO3q 35-0 3 i0 Sdal,l IS 33 12 3 ads%WILED 2 1 1t a -sa- me II 3" 34] Plate Oilseds MY)- 1 '0-2-00-0"1 LOADING(pep SPACING- 2-00 CSI. FDEFL In (lac) Weft Od PLATES GRIP TCLL 20.0 Plate Grp OOL 1.25 TC 0.16 ) 0.01 dA >99B 240 Mi20 244A90 TCDL 10.0 Lumber DOL 1.25 BC 0.10 ) 0.01 d-9 >999 180 BCLL 0.0 Rep Stmea lncr YES WB 0.00L) 0.01 3 om we BOOL 10.0 Code FBC2014/ W lPI20Metrix-MP Weight 14 to FT=20% LULUM SPACING- TOP CHORD 9W SP N0.2 TOPCHORD Structural ecod sheathing dlreclly applied or 35-0 cc purlins. BOTCHORD 2xt SP N0.2 BOTCHORD Rigid.111g directly applied or 100.0 oe posting. SLIDER Left 2x0 SP No.21-6-0 MiTmk rec0mm.M rust Stabilize.end required cross Medng be Iretalletl during truss reaction.In accordance arm SWblllzer Inaialla'an quldil REACTIONS. (Ithrim) 1=15=/ 13,3=77/MWhWical,4=39/ ental Max Hoa 1=39(-C 8) Max Uplift 1=-33(LC 8),3="5(LC 8),4=-2(LC 8) Max Grav 1=153(LC 1),3=N(LC 1),dd2(LC 3) FORCES. (Ib)-Max.GompJAm,Ten.-All lames 25)(lb)primes exon talben shown. NOTE& 1)WIM:ASCE 7-10;Vu1o130mph(3-smcoM gust)Vasd=101mph;TCDL=5.ops1;BCDL-5p;e1;h=25ft;BdSft;L=2411;esvm=4E Gat. Il;EV C;Encl,OCp4�0.18;MW FRS(directional)add C-C Comer(3)zone;C C lar members and forces 8 MWFRS tormentors shown;Lumber DOtr1.SO plate grip DOL--1.60 2)This Wes has been deslgned for a 10.0 pal orlon Chord INe load nonconommot with any other INe loads. 3)-This Ross has been designed for a live load of 20.0pN on the bottom chord In all areas where A rectangle 3 O tell by 2-0d ride will lit between the bottom chord and any other members. 4)Refer to girders)for truss to truss connectiorw. 5)Provide mechanical connection(by Where)DI toss to beading plate capable of whistandifg 100 to poifi At)dM(s)1.3,4. 6)"NAILED'indicates 3-1M(0.148•x3)or 2-12d(0.148•x3.25')too-nalls par NOS gridline. T)In me LOAD CASE(S)section,loads applied to the lace of Me truss are opted as Imnt(F)or back(BJ_ LOAD CASE(S) Standard 1)Dead a Root Live(balanced):Lumbar Increase=1.25,Rate Ox:rease=l 25 Uniform Loads(pit) Vett 1-3=60,L5=20 CmcadrNeO Loads(lo) Vat ll=-1(B) V y ..y v +aa c v oa ti I . I n M k µ vny.rl Mn rnb da lel rclf�ty51ef55eewXw/1111 OJOIIN QIIeIb aN-aVaM ICS WX]ryptofriynenl aYWRb $ofeN InfarmNan.m12W Pam Ins[%ole If¢tlMe.21B N.Itm SIrseI.3Uln ll)Plea�vJll¢VA 22)14. Tefryx,FL 33mi,A61e Job Trus Tisa Tylxl ON T Ply 71131553.1 13114TOA CJ22 Jack-0pen I I JORalere -o1W BdMrg Catgonem Supply. JedwomilN,FL-360. O0.110¢A3 O IO Industries.ano. TUJur 30820:28p211Page1 IO:?BltWxOGtOECt?EBMoneSUCluIIPeFSaRhEXewFblYT[iN3BDMp3R% Op 2-0FO 2-110 Stab.11104 ass I2 3 ,brS, la 4 4m 11 2-11-0 2.141 Plat 01 t KY}- 110-2040.41 LOADING beh SPACING 280 CSI. DEFL. In floc) IMeO W PLATES am TOLL 20.0 Plate Gdp DOL 1.25 TC 0.10 Ved(LL) -0.00 9 a88B 2d0 MT20 24dOW TCDL 10.0 Lumber DOL 1.25 Be 0.10 Vad[R) -0.OD 48 11980 180 BOLL 0.0 ' Rep Shows Incr YES WB 000 Horz(TL) -0.00 3 Ne rVe SCDL 10.0 Code FBC20141TP12001 WWx-MP WNg t 121b FT=20% LUMBER- BiIACINb TOPCHORD 2x4 SP Not TOPCHORD Shucturalwaod9 tMngdir lyappliedor2-11-0ocpurIns. BOT CHORD 2xd SP No.2 BOTCHORD Rlgld oe3ing dretty apphad or 140-0 oc bradng. SLIDER Lir`IWSPNo.21E-0 MiTek recommemis that Stabilizers and mauiretl ass bmGlg be metalled duan,tones erasion,In aaom. with Stabilizer Installation nude. REACTIONS. gblalze) 1=134N-8-13,3�hwm.dJ,4=3Vl0.hanical Max Hors 1=33(LC 8) Max Up111t 1=-24(LC 3),3=31(LC 8),d—1(LC 8) Max Gmv 1=134(LC 1).3=63(LC 1),4-2B-C 3) FORCES. (Ib)-Mm.Ccmp.Mtax.Ten.-A3lomes 250(Ib)m leas except when shown. NOTES 1)Wlnd:ASCE 1-10;VdL13Mph(8-s M gust)Vasil=101mph;TCDLS.oF f;BCDL3.Opsf;R25ft;B�5R,L=24R eava-lft;Cal. 11;Exp C;End.,GCp1=0.18;MFRS(dire nimah and CC Comer(3)zone;C-C for members and forces 8 MFRS for ree01i0na showen;Winder DOL=1.80 plata grip DOL=1.00 2)The muss has bean designed for a 10.0 pat bohom chard Ilve bad nonconmment with are,ower We loads. 3)-This buss has been designed Mr a Iive to"of 20.0psf on the bottom chord in all areas where a rectangle 3E 0 tall by2-QO wide will fit between the bottom cWrd arM any other members. 4)Refer to girder(s)for buss to floss comeaki s. 5)Protide mechanical connection(by omnis)of more to beaMg plate capade of wfllstalMing 10016 uplift at India)1,3.4. AwIaMWX-wMrytlWpnparenNrxPxMaEEO XOIEE PV IX6INO MCLVDED NNEx aEEFeENCE PEfrt A6)wlinw lOeYNISBEFWiEUEE. �rWrw✓e MIKO ccruw[:Mi.ad Wtl4�k Waw]aYY Mr Momalen Nnwn.mtlkrw mFdlMld WM[q cwrx✓wwnr.iul woryYan.avlwe-ue.to Ra WpN3da�rer mnlvalNlte q{YkWIIY of V pvar¢iacad ptta3YkcuWOl611d�1'Thblla ovation hgpEalar.B¢ipkrA'aIW bttOO paeeia MCYJp olkgrLEJ M1un Webud/dduvdmaMAtwYy RNMd MEnpraYab PannmwOdWq b tMVH dowel Wr•knrYoalUge�enlWax MMPraE48C�ad¢PEYm1pK NNri�e.fu gargrW Ptlwice r¢9w�9 Mr BBOO PoN ErtlBM. fYN:nM\tlpoBe.tlyvdTN¢C1G1 W ha JpdaimuW OmMb10t[BBENWMI OYb 6bxla,OY<9 wq BC91&Miy CwMorwnl ¢yElYHunullur gvMYelydn Inn MSYv31u19.213 N.W$hae1.916912 NemtlM VA22311. Tenpk,FL]3¢10 Jab Trull TACE Type F Qy t Ply 11315584 nal 13174TOA CJ23 Jack-Oaen 1 1 JOE RBMrer Takre in undo BWMirp GomppreM Supply. JukswMIM,FL 32258, MI EApr1MM-WiO7k C?M Inc. lgq Jv Y90 29:2]201] Pagel 10:iBItpWHlG1OEk3Gl'tdBMpax�Ou-WB]noEGGGPMEBkVRIgg1UIg0Y0T%UWEovTtl?28030 51.11 51-01 33 F12 3 Ors c I$ 2 1 � r a 4a8 II 3-0-11 512 Plate0fisetsfXY)- 110.2-00-0i1 LOADING(1:91 SPACING- 2-W CSI. UEFL in (1ec) Udell Vd PLATES amp TGLL 20.0 Plate Grp DOL 1.25 TO 0.13 Ver(LL) 0.01 4-9 >999 240 -20 244;90 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Ved(TL) -0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(TL) -0.01 3 Ne Na BCDL 10.0 Coda FBC2014 PY2007 Maddr-MP Weight:13 to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wand sheathing tiredly applied or 3-1-11 oc porins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling dectly applied or 100.0 w ofthaag. SLIDER Left 2x8 SP No.218-0 MTek...ad.that Stebiluers and requlned cross bradng be Insulted during Ince erection,In acwrtlenw with Sti lirer InaMlletim pultle. REACTIONS. (IO 1=142/0-0-13,3=1i0/Mecltanlce1,4=35IMecbenlcal Maxx Ho Hoa 1=35(LC 8) Max Uplift -142(L 8),3=69dUC 8),4-I(LC 8) Max Gmv 1=142(LG 1),3�9(LG 1),4A](LG 3) FORCES. (Ib)-Mex Comp.Rdart Ten.-Ail forces 250 go)of less except wfien shorn. NOTES t)Wind:ASCE T-10;VW=130mph(3 second guel)Vasd=101mph;TCDL=S.OpE1;BCDL=SDpe1;h=25X;B�51q L-24ft;eave=4ft;CaL II;E,C;End.,GCpl:aO.18;MFRS(diredionep and CC Comed3)wrai for members and torose&MWFRS for reactions shown;Lumber DOL=1.O0 pate grip D0L1.80 2)TMs t11ss has been designed fa a 10.0 par boftom chord live load nonwncunent Win any other live loads. 3)'Tlhia trust,has been dssl¢Cd for a 11.food.120.0;51 on the bottom chord In all areas wTene a hor.Nle 3S Of by 2-0-0Me ad fit between ma boftom chord and any other members. 4)Refer to glyder(s)for truss to wt,s wnnex Ions. 5)Provide mecbanical connection(by oNers)of[mss to beer,plate capaWa at witlCtanding 1001b uplift at ldM(s)1.3.4. Arse D-xwYy NYDnpMMe coq DNarESMl AH MLWE N11EReEFENI P1aEM'F742E m.16DYM I5aEFOPEYEE pWT Wkl ln�artyMn MleMB 1 IMrlakntM L IY >TI 1. Y, con.mf. ILr x ztYAidxutnTwoe gwv�dxwyatMbrVPe��a4p -AI Mne Hmry WM nibrhWkIgWryWnxxWM1IYIXanrrL - VrIVMPW Ielhd I Iavertl M M9 <iTeek EpaagetleNevene'. yvemt .Ml euary p b. act naP B1A. aprr�lYY44111YJM w,fQJSM1anI M x,sIMP..11e N.(ea 5hee15J6J12 NemrtlM VR22314. ia,rye,FL 23Elp Job TrMs TiMSType Oty Ply I 916686 1131]4TOA 002 Jack-0pen 1 1 Job Reference lootlo di BUIl0ing Comporent Supply, Jacksonville,FL-32256, 8.110sApr 13 M17 W97n CMlne4lnp. lTUJun80938:272JLg-a 1 ID.?NtoWxO01OEWJCI?dBMoerHODu-W9]ncaCGC?MDgkVRlggn%40Xv1WIryLLovTtk IDOb 350 550 Soas v 1:11.5 33 12 d 2M II 2 s z 1 a 3M II z.4 II e ti-0 1-]-10 3S0 td] p83 1-P] PIele Oilsats CCYI-- 11:02-0.0-OA1 LOADING(pal) SPACIIgO- 2-00 CSI. DEFL In (loo) Well LW PLATES GNP TOLL 20.0Plate Grip DOL 125 TC 0.14 rt LIQ 0.00 6 >999 240 w20 244H90 TCDL 10.a Lumber DOL 125 BG 0.17 Vad(TL) 0.00 S6 >9911 18) BCLL 0.0 ' Rep Stress Inc, YES WB 0.10 Horn(TL) -o.ol 4 We We BCDL 10.0 Cods FEC2014RP1200r Merrill Weight:14lb FT=2056 LUMBER- BRACIHG- TOPCHORD 2x4 SP No.2 TOP CHORD Sbudulal wild sheathing drectryaWlled or 3-5-0oc purllna. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid calling directly applied or 10�"ob bredrg. WEBS 2x4 SP No.3 MITek rebbmmenda that Sta liber and required close bracing Left 2.x4 SP NO31-60 j be lnatellad coding three nectil accordance Mtn Stailizer Installation guide. REACTIONS. (ovspa) 4=19/Mechanlcai 5=12Medtankal,6=26210.66 Max Hou 6=39(LC 8) Max Uplift 4 20(LC 9),5=25(LC 20),8 -143(LC 8) Max Gras 4=21(LC 17),5=9(LC 3),6=262(LC 1) FORCES. (Ib) Merz.Comp Me Ten.-All forces 250(Ib)or less except Mien shown. WEBS 36=1611328 NOTES 1)Wind ASCE 7-10;VUIt=130mph(3 second gust)Vaad=101mph;TCDIS.Gysp BCOL=5"f;R_25X;R=45ft;L=24X;eave-=41t;Cat. II;Exp C;End.,GCp1=0.18;MW FRS(directional)and C C Comer(3) one,ceMllever left exposed;parch left and right expMs0.C-C for members add forces 8 MFRS for raactiore shorn;Lumber DOL=1.60 plata grip DOL=1 60 2)Tire truss has been designetl for a 10.0 par boXan ctlorL live load nonconcunent Wth any other We loads. 3)'This truss has been deaigned fore five load of 20.Opd on the bottom chord In all areas were a redmgle 36-0rIl by 2-0-0 aide Will fit between the boom ctlord and any star members. 4)Refer to giudets)fw Imss to Wes connections. 5)Provide mechanical connection(by other)of Wes to bearing plate capable of Wlthstl 1001b uplift at jolnt(s)4,5 except 01Jb) 6=143. Q WAaxWa'YNNY4wa„N=,.vx...�4aEAa NUTEa gITN6 ANU NCLUUEUMIEN aEEEpNCEINOENF]<Anr I00YNI5eENNE UEE. �� i �Ngr vd411u ore exiY�+ITM9vYAcmrccrwv Ilt Wsgn 6tveal wYY uPNrManeren Nnxn.mtlkkx m MutlM hiMYgcanpamt mvl I bin Thai.Wlwue.M Wd9n rtusl Yalh II¢441kMIlYMdeaPr Manretertatl PEPoeYhcuWak Ilt6abilrb X¢ovxNNl matoa ayr. MMdlanµwyatl penmwtMa�a 6 mke.... wmuun Wclaga.daxnry.acwa as Ixacxy a ate.sm tan Tkrr.'eMH W Tl owA cn«FaWowa°�'ma o was w�OiP�'awr GEvn aN4. yMy Hpllrpxwr wYde M1dn lnnFMk Mixae,218 N.lav Street.91b 312 NebN1MVIv Ygll ierryn.Ft 3Yro Job Triea ansa type aty - Pry F f Tt1315588 1304TOA AUO2 Jack-Open 2 1 Job Relerape(oofionall &iMirp CwnpdwN Supply, Jexxxonills,FL-32256, B.f1De Apr13201)MlTeklndptnea,Ire. Thu JM 30823:232017 Paget ID:)BjtoWxOGfOEk9Cl)tlBMouB0O4_LhA)xO(OUSMWesO 041ZWsu hL6xn5 VGaWn 2-60 or arab=1A.0 4.ao 12 z 1 dw 3x1= 34 11 6&12 R 00 6412 Y2 Pbte O6eeN IX.V)- 11:660.0-1-S1.IC0-2-2.610-101 LOADING(pal) SPA 200 C81. DEFL In 0.) Vdefl LM PLATES GMP TOLL 20.0 Plall GOp DOL 1.25 TO 0.09 Vora -0.00 4 .999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.09 Ved(1L) -0.00 4 .999 130 BCU- 0.0 ' Rep Stress Ina YES WE 0.00 HOR(TL) 0.00 1 Na No BCDL 10.0 Cod. FBC2014)TPI200) Mlarb P Weight 9l 7r 20% LUNBEW BRACING. TOP CHORD 24 SP No.2 TOPCHORD Structural waod fleshing directly applied or 200¢purlins. SOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling dir"applied or 11 oc bracing WEDGE MITek recommends that Steblliblesand isowned.roas braoing Leg:2x6 SP lei be Installed during Imes erection,in=x erne Mih S abilimr Inslallatlon 9ulde. REACTIONS. (I2=2enlral,3�IMa3rargcM,1=134/038 Max Horz f= 12) Max Uplift 7(LO1-15(LC 12),3=5(LC 12),1=-2112) Max Omv 2=16(LC 1),3=12(LC 3),1=134(LO I)(LC 1i FORCES. (Ib) Max.CompT4ax.Ten.-AII fomes 250(b)or less eximpt when shown. NOTES 1)Wind:ASCE 7-10;Vufi=130mph(3-aecond gust)Vas1=101hi TGDLd.ops[BGDL=5.i h=25ft;B=45iL L=240;eavei Cat. Il;EV C;End.,GCptei MFRS(drettlonel)and C-C ExlehoN2)mne;cantilever left exposed;porch left and right expose i for members and lames&MW FRS for Nakire shorn;Lumber DOL=1.60 plate grip DOIa1.60 2)The Me has been designetl for a 10.0 pat bodan choud live bad rbnoamurrenl Win any other live loads. 3)'TM1Is tmw has been designed for a live load of 20.01 ai Me bodaU dwm in ell areas wfie s a rectangle 3U-0 tall by 2-0 0 Mtle Wil fit betesen the bottom chord and any other members. 4)Refer to glrtler(s)for buss to truss connedlons. 6)Provide mechani.al c.nnedlon(by otbels)of buss to bearing plate capade of withstanding 10016 uplift at jdnt(si 2,3.1. QWxaNNa-WRy,>rAy. . 10-1,,riry q1 iM6xNa XI.LUOEa MIIExaEFFa.IN.EVxeEW]4)xnv_1p01N159EFOPE1 WYarroxi YyMn Mlexacwrcecb�c REeb.4�kdsW wYYarraponeYers9wwxaW klamh]hLM WMh1mmnwwnl.ml M1�IDMwm.BNde aa.lre dtlkfre da'krim real YnlfV lnegppcWlNol deLL3n psmrelasnW pnWnY Y�wWr a"Y'(le'43n Motto overN °cAuy rp4a,.a«iwwxmeaclwera.�rel>ed�a°rlr�aawlra,s Y�aomela�roramaraaw.w+Y.eeamrnromPaw me r«M.ama M1T0k atlwaf .alada,obseY aNbgewlowred Of MlnM�fPaodwary oho poC Gladifix ,r belles PAlaw'e rANQVtrx pdtmbrtests, .tl ..n .aYlfYacYg i.u' a.'xveMxmNNy/d v.r sGl1YM,Ofa�a9aMCL eligCangoriwa .1,ei 111-1, NIIIy I111pmOXM wdQ•Hkem ino Pab fwlkrle.YleN teelTael.alb 312 NeFultlb.VRR4314. - -- Te�mn.Fl aYs,o Jo0 True Trlsa Type y Oty .r Ply Tl l31556] 131]4TOA EJ06 JazkOpen 12 1 .Ab Reference happens) Buldrg Gonlpaplx Supply, Jarduaruille,FL =56, 8.110SApr132J17MiTeklnduOm.1m. Thudm 00928:292017 Pagel ID:791toWx GIOMCIVtlBMoeEB00uMx DHOSk 02fg05WcV6pIG&O0M5Mnrg2a2803m am 600 Smb_1:1Se 2 4.O 12 a o } 1 SN 5 3 sr If 0618 60.0 aSl2 s24 Plate Ousels tXY)- f1:0-2-20.10.101 LOADNI(l(pall SPACING 2-0-0 C9. DEFL In 0.) Well tM PLATES "He TOLL 20.0 Plate Grip DOL 1.25 TC 0.45 VenU1) 0.12 3 .619 240 W20 24G190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 VentTL) -009 30 >799 ISO BCLL 0.0Rep Stress lea YES WB GIJO Hor2(TL) 4104 2 We use BCDL 10.0 Cotle FBC201MPI200] Metrix-MP Weight 2210 FT=20% LUp,46EN- BRACING TOP CHORD 2x4SPN0.2 TOPCHORD Structural sbod sheathing dlredly applied or 30.0 oc pontis. BOT CHORD 914 SP No.2 BOT CHORD Rigid oalling dredly applied or 160-0 oc bmcing. WEDGE MITek recommends Ihal Stabill2em and required croe placing Lett:2x6 SP No.2 be nab ad tlutlng ruse eredlon,In mconcenca Will Sla shear Inslallatlon ube. REACTIONS. UNalza) 2=1338.4echanical,3�7IMechenicel,1=275163E Max Hort 1=01(LC 12) Mar Uplift 2=-86(LC 12),3=58(LC 12),1=150(LC 12) Max Grey 2=133(LC 1),3=93(LC 3),1=2]5(LC 1) FORCES. (Ib)-Max.ComplMax.Ten.-All torose 250(Ib)or less except wLen oban. NOTES- 1)Wind ASCE 7-10;Vdt=130mph(3secontl gust)Vasd=101mph;TCDI-5Dq,sk BCDL=5.0ifil fil BdSI[1-24;eave�lg;Cat. II;EV C;End.,GCpi=0.16;MFRS(drec0ond)and CC Exletlor(2)0.0-0 to 3-(t-0,Intellor(l)"-0 to 5-11 42one;cadilever lett exposetl;porch left and right evased;C-C for members and fomes 8 MFRS for reactions sbeym;Lumber DOL=1.60 plate grip DOL=1.60 2)The truss has been deslgnetl lora 10.0 psf bottom third five bad nonomourrent Will any other live loans. 3)'This three has been designed for a IIVB load of 20.0pet on the bottom chorl In of areae Ms.a rectangle 38 0Par by 2-()-0 ends x411 fit betveen the bottom chord and any other members. 4)Refer to girder(s)for truss to loss oonnecllons. 5)Provide mechanical connection)by others)of loss to bearing plane capable of aii estandng 100 to Uplift at)dnt(s)2,3 except Ul=b) 1=150. QY'ARMIp-We II/M/ynpanngrpvnERE40 NOTEa QV IINa INa MCLUUEe M'IEx REFEaJ NCE PRGEW]IAnr.1.ui aEWM us, Iwbmrwe«q wmlylar®wnx�a.namearceenlvw��er.,.�o...,.a,wlr lo,art ale mirn�pri�i�in»��r�ll IN nissryilBm.�Ide�lrobllutgav$re�m�.slvalry aw rpdkadln or�4{x,ryrvamaleierrcl Wx+PY brc� wl+avae9r,. a«J�i.xal.aaml�'eard�golfvNdvylvxap SIM n..a maml..p1 v. ahan.ra l�m,r..w.aarem.,wml.nclrcl MiTE`K atlwaprepl�b[YtJllyadlo pevanlcelgee Mlhwde kGkUlb�slaage,W+lrverY efP:Ikn Mvi[xOCbq o11111aev0M IMpaanytlue1n1n9 ..M I esiany . %14xany Nfa stenaura.1 sWeWieAW9CdYmpar anl OJ PvrLe 33Gt BNJ. lyNy MprrlyM anfatle hwn trim Fkae AdMe.RleN.lee shcel.SJle]12,NermIM VPYlJ1E, ie,ryv io Job T. T.TYpe 4 ON � PIY 315588 1131]4NA EJ12 Jack-Open 1 1 J (aoccusn Building Comporen[Supply, JxkaonvllN,FL-32156, 8.110.MI'd Apr 13 u-wiTaklw4V bs. ThUJx ea Pate I O3I ID:?BJIOWxOG10Ek3Cl?dBMaazB00u-wkorAdE4VMNOGE0zo0U8a4PAeJ9FbECReNeIre031 2Oa 200 Scale'.t'=I' 3 &W 12 4W i 2 1 R Yf Y6 II 4 z.0a oa Plate Greets IXY)- IC0.2-a 0051 LOMNG(W) SPACING- 2-0-0 CSI. DEFL In (lac) Weft t/d PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TO 0.08 Vista) -0.00 ] >999 240 MT20 244190 TOOL 10.0 Lumber DOL 1.25 BC am Ved(TL) -0.00 ] >999 180 BCLL 0.0Rap Stress Ina YES WB too Hoz(TL) 0.00 1 Na WA BCDL 10.0 Coda FBC2014 PI2007 Metdx-MP Weight:1016 FT=20% LUMBER- B UICW6 TOP CHORD 2W SP Nat TOP CHORD Structural wood transport,coect"Wiled or 2-Og be purins. BOT CHORD 2W SP No.2 BOTCHORD Rigid ceiling closely applied or 1000 oc bled-,. SLIDER Left 2x8 SP No.21-6-0 MITO recommends that Stabilizers end required..a brad-, be Installed during tmx erection,in accordance w m Stabilizer Installation guitle. REACTIONS. (INsUe) 1=8M0.S8,3=52lMechanicel,L-28M1echanlcal Max Hmrz 141(LC 12) Mar Upllit 1=9(LC 12),3-J (LC 12),4=E(LC 12) Max Grev 1=80(LC 1),3=52(LO 1]),4=33(-C 3) FORCES. gb)-Max.C.p./Was.Ten.-Allfo.250(Ib)o1IeeeexceptwMnshown. NOTE& 1)Wind ASCE]-10,Vult=130mph(3-second gust)Vasil mph;TCDL=S.Op L BCDL=50pdt,h=259:B=t5lb L- 411;oave=411;Cat. ll;Exp C;Encl.,GCpl�.18;MFRS(drxtions)and C C 6dedor(2)mnaC-C for members am forox S MFRS for reactions shown;Lumber DOL=1.80 plate chip DOL=1.60 2)This Wss fws been dasignad for a 10.0 on bottom chord live load nonconcumanl with any other live loads. 3)-This trues has been designed for a live lead of 20 Opal on me bomsa CMM in ell areas wfiere a rectangle M-O[ell by 2-0-0 Woe Wil 0 between Me bosom chord and any other members. 4)Refer to glidens)for three to wee connections. 5)PmNde mechanical connedlon(by omers)of miss to beating plate capable of withdrawn,100 to up1I9 at lolnf(s)1,3,4. Q wdIIHNOYaI/x4Mjnprm�Y�e agaEle NOIE9 PV rX9dXe MCLUxe MIEI[aEFEedNtEVdaEYF]I)brev.fa6yg16tEFaaEVBE �<P Wltl Iw um MYvam x1eX®conrecMrs 1-Ya Nilpt a0asdwYY Wcn Mwaeiers 9wm.aW k lo-m IMMSnI dNN-g curry+anrntv.l humins JS-Ien�Bockyl lrce to�N6b I�II1�Hv tluwoi Yva+mgmmmNvaen Mtlmem�basww' Y ten4FwW Nmr.I...i...:..I tanMVk 6�xwoYS rmrJ-eel lw itR4M<MbPevanlcrN[pe xem,orae Pam-n tMry aJpcpe-ly bni�. fa(yxadpXM2e-egdWylno bltaMrenway.tlelNnY.election wJ duelTl of ln�xaq-nssgsnnne wa4Xll/INI OUYIY CNVIo,W4a9atl CYWMeGovyo-an- ® s"ItBN4. tJtly INonnoka-avtllade hwn I-w'flole InsIIMe 210 N.leo 6heet 9M d12 Nawtlh Vd29la. Tym-p,H=39810 Jae TI ; Does Type EJ18 Jack-Open ]pry I ply 11315568 total 131]4TOA 1 Budllg Cplpollent Supply, Jackwlwllle,FL-32256, 6.110s Aprf32O1]MITekledmhm lrc. ThUJUn 009l28:302017 Paget ID.?WoWz0(31OEk3Cl?dBMoszW00 ow E4VwYA0CEOz U9jemgMMEbRaN lx N 600 Ma z seme=t:15s 4.00 12 e ] op 1 3B II 3W= 6W 660 PMta DflaM3 DCYF- 11:0.0-00.1-51.11'0.1-1066-101 =,-1ACING- 2-PO CSI. DEFL In (lac) Vtlefl VO PLATES GMP te Grip DOL 125 TC 048 Ved(LL) 0.093E >789 240 w20 2W90 mber DOL 125 BC 042 Ved(TL) -0.1] 38 x411 ISO p Streas Inc. YES WB 0.00 Norz(TL) 002 1 Ne Wa de FBC2014/ PI2007 Paul MP Wel lbs,201b 17=20% LUMBER- BRACING- TOPCHORD 2x4SPNa2 TOPCHORD Smcluml sexual sheeting directly apVIW or 6OO oc plains. BOT CHORD 20 SP NU BOTCHORD Rigid calling already applied or 1600.bracing. WEDGE MlTakreoomme sthtSlabllimmrs repulredcroeebmcing Leh:2x4 SP No.3 1 be stated all tmss eredlon,In amortlence Win Siadllzer 1=81(LInstalla4m guide. REACTION6. (Ibldze) =813�&Medrenlcal,1=23&U-58 Mal Horz O 12) Mas Opllll 2=156LC 12),1=- L12) Max Grav 2=15fi(LC 1),3=1W08ILD 3),1=238(LC 1) FORCES. (lb)-Max.CormJIJm,Ten.-All tomes 250(Ib)or lase except Man shown. NOTES 1)Wlnd;ASCE]-10;VJt=130mph(3saoond gust)Vasd=101mph;TCDL=S.Op f;BCDL=S.OMt,R251t;Bd5ft;L=24X;..ve ,Cat. II;Exp C;End.,GCpi=0.1Q MFRS(Grealonal)anal"Exterlor(2)0.611 to 3-00,Intedo.(1)300 to 5-114zors;C-C for members and forces S MFRS for..Mo.shown;Lumber DOL=1.60 plate both DOL=1 60 2)11h15 Wes has been camel for a 10.0 that bottom chord Ilse bad nonconcunant With any other live bads. 3)'This Wee has bean deslgled for a live load of 200psf on the bollen chard in ell areas M.a lectalgle 34YO Led by 2OO to. WII fit between Ne bottom had and eery other members. 4)Rater to glyder(s)for Imss to true connections. 5)Plourde mechanical mnnedion(by others)of Was to bearing plate capable of Wthstalding 1001b uplift at toll 2,1. IMly WepngrannlmrgaEla NOree aH I..gsoW 1..MIIEx aEF .a a..E aa.4 m.1OON0159EFOXY9E Leon, MS JeikID sr__'oiYY ut�n I>fonrele¢Yawn.aM alw m I.-Mlalp cgnryYent ml dares,M A.n�gxti YIv�tu.�1.9tl1.Wal.uiWUMl�wu'111�immwe��alvamelw�iBM1�eYLncaryxaleMd�ndlnoaovem s a.IVlslaµedla skuMa✓310 ^r3✓'bda°"y bmpalm'a•dpelmaanl4¢Im M gevenl oalmwwnnr+aaw w+=<..4lw.rad wweftv mama.rol9eaalewm�awwdlere sweet, Ygme.O&Nxly.aeclbn adexal'pml�uvea ugeat ease '; Ao Npll ally ClXnC,gud9YglCy WgCmippxnl e�peM 23610 HMyYYwmallwl wJkIM aan Ina PMIe I1MMae,Ria N.lt¢Sheel,aIR 312 Nemtlk.VRRSIIG. Ta Jab True Tmse Type i ON r P6/ 3166W 13P4T0A EJ22 JacWOpen 1 1 Job Put 7 MiiI I Sorel BUMirq CampareM Supply, JBCksgMlle,FL 32258, OEk1 tAp 13201]MITBMln FiiGNIdLpan DXJmB3 28:31201) Pepa1 ID:?911aWxOG10Ek3CIi0BMm]BOOUOwMIezFiGOsitlLpDXWryrv�B0561Fugg5Kw61]803k 354 3S4 3Wa=111.4 R 4 O 1R 1 Y 3 SII 3A= 354 354 Plate Offset.XYI-- 110 00-1-5111:0-1-1008101 LOADING (psq SPACING- 2-00 CSI. OEFL in gaa) Weft W PLATES GRIP TCU- 20.0 Plate Grin DOL 1.25 TC 0.13 Ved(LL) 8.01 38 -BBB 240 M ;iO 244490 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vad(TL) 8.02 38 -888 180 BCLL 0.0 Rep Stress no, YES WB CAO Hoa(TL) 600 1 Na ma BCDL 10.0 Code FBC2014]TPI200) Matrix-MP Weight 1210 FT=20% LUMBER. BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Slvc1urel wmd sleeping dowdy applied or 3-54 oc yui BOTCHORD Sol,SP Ni BOTCHORD Ngla tailing hand,applied!or 1060 of,btadtg. WEDGE Mille,recommends that Slablllzan and required cross bracing tett:20 SP No.3 be in drated during farm creation,In accomanae will Stax ilimr Indallatlon guide. REACTIONS. divelRe) 2=05,Meolanical,3iiSMachariica1,1=13SM-58 Max Hon, I-48(LC 12) Max Uplift 2=44(LC 12),3=-2(LC 12),1=-24(LC 12) Max Grav 2=%(LC 1),3d31(LC 3),1=135(LC 1) FORCES. (Ib)-Max.Comp.M Ten.-ANI fomes250(Ib)orleu exceptedanshown. NOTES 1)Wind:ASCE 7-10;Vu16130mph(3-second gust)Vasd=101mpb;TCDL=S.opsi;BCDI=SOp t.h=25fl:B�SQ Lr2411;esof Cat. Il;Exp 0;End.,GCp".18;MFRS(i ire ficem).und C-C Extenor(2)0 00 to 3-08,Intedor(1)3-0-0 to 34-8 Rone;G-C for members and forms 8 MW FRS for reactiore shown;Lumber DOL=180 plate gap DO1=180 2)This truss has been Eesignatl for a 10.0 pd Immm chord true load horsonounnt Mb any other live loads. 3)-This trust,has bean designed for a live load of 20.Opsf on the Whom choM In all areas where a Tedalgle 36.0 WI by 2-010 wide will fit between the bottom chord and any other members. 4)Refer t0 girder(a)for law t0 tNaa OJnnamthons. 5)Provide mechanical connection(by others)of toss to bearing plate capable of witlmtanding 10011,uplift atloint(s)2,3,1. AwA.-Y"xw a,n emelananC aEIa NOTE50MThY3 aNa T'CLYOEa A42R aaiENINCE IAIFIY]4gnr.fal6yla IEWFEVffi. �� D aho.,--¢ ,vxeroaw cnwWs.R6Mgnnb MaeOwYY�xwnLwanalenAmm.uMalwm MhLtltAadb9 cmV.w¢nl roi dmm aynem.eatwe ue,me dswp tlazgre�coal veiny me gylwauN of daYa�wm+tai ma popenv k�cdPuap ink da4p�sw ma ovarcA gydm��.Bacn9kmdatlaroPrevad r.Kuwot L.wa..ilns.mmdmwam�row.aar.enam.x lanPo�aYaepsar�aofnmre MRek' e WvK�M ePo kr AY�tYagbgewnl W3naw11hr✓�a FawtekVrYagpcMtY War9e.ra6ww�Wtiwa�a9��V M IRxkalWr dada.6fvaY.aecMadLmcLV din®SaWInmMIm6's&WL/MIfkbN CMwY�.eYd9aa1lCL41igCmpaM1 MW FL iePuL adatato 9ohN INcwndw�TW#agli 1M%ab Y44k4e.21a N.lee SPea1.9I1e J12 NamMh VART314T., Job Tran Tow Type ON s Ply T11315591 131 i4T(1A FJ23 JeckOpen 1 1 BUMnq CemponaM Supply, Jacluormlle,FL-32256, 9.1105Apr1320"xh' hdA,xhes,lnc. ThUJin 809:23:39201) Festal 37A D:)911.Wx 1OEMI?dBMaszB WU32eGz Mit bWBnLWJV2 L0HPpIBdx903i 3]8 Sap=1:11] 2 4.00 12 ] 4 3 sea II Y4= 318 3]d Plate OSeNa D(YI- If:BAB 0.1-5111'61-1008101 LOADING(ps0 SPACB2G 2A0 CSI. DEFL. In Qac) hotel lb PIATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TG 0.15 Vari -0.01 3.S >999 240 win 2441190 TCDL 10.0 Lumber OOL 1.25 BG 0.15 Vell(Tm L) -0.02 M s899 160 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 1 Na No BCDL 10.0 Cotte FBC2014]TPI200) MBidx-MP Weight 131E FT=20% LBMSP BRACRIG, TOP CHORD 2x4 SP Nat TOP CHORD Stmdural wood Shashi direNy applied or3 7 8 m pudlls. BOT CHORD 2x4 SP Iw,2 BOT CHORD Rlgld telling directly applied or 1040 w booting. WEDGE MITek(ecommands,that Stebillzers and required;cross bredrg Left:2x4 SP No.3 be Installetl duMlg tmss martim.In acoomance with Stabilizer Installation guide. REACTIONS. MaxlHe) 2=49(LC 1beniral,362/MacllanlW,1=142N-5-e MaUphl 1=49(LC 12) Max Uplift 2=90(L0 ).33=2(LG12),1=2(LC1)12) Max Grev 2=90(LC 1),3SK(LC 3),1=142(LC 1) FORCES (Ib)-Max.Oomp.Mfax Ten.-Ail tome,250(Ib)We.except Man shown. NOTES 1)WIM:ASCE)-1C,VulL130mph(3-se d gust)Vasil=101mph;TCDL=5.O,f:BCDL=5.0pp h=25X;B71 ,L24f1;aeve�fl;Cat. II;EV C;End.,GCpi�.16;MFRS(directional)and C EXtrai 2)00.0 to 00-0,Intehor(I)"-o to 3 612 sone;C C for members and forty 6 MFRS for readlm.shown;Lumber DOL=1.60 stale are DOL-1.60 2)This Area has been designed for a 10.0 psi bottom chord live load nonconcunaot win any other live loads. 3)'This new has been designed for a live load of 20.0paf on the bottom chord In all areas wlrere a rebut 380 tell by 200 wile x111 fit between the bottom chord mel any other members. 4)Refer to girdegs)for toss to truss connections. 5)PmWde mechanical connection(by othere)of tress to passing plate capable of withstanding t00II,uplift at ldnt(s)2,3,1. A assn d-wxe,o 4a1p PNNMNtmtl PFAe NOIR eN ial4<XOMLYOEO iWrEY aEfERINtEP4GEMF]IAm.lOOL3JI5 BENMYeE u.� d5ln ixldm•gawdwanLL,�. �uBsaacrovYywxI1Nre1Eb .,*% <=,lolzlw.caSxgrskanh6][NvaMadpmaNY�pof ceIabntrx—¢ol—W. 'nona,r,"..drxUcwn mpponreTnt madl l ■_YAM■ PimwcOwJ/ucMa memCMpYy,q�IkgW bmFnwaN lmna'ntlbacro ',. MiTek ns"kdwgl�e A—W,tlieAYlvAuIYY.mdeOebKnpevwmLlccM4R Yne WN>oxxt at ww raNT'aWtl l IACWydtMxnCaaaaM1ard,aL9s"'ar d 6.WaIpKtywpaPeure 1-1 wl FeFtv]6�eNJ sown, IMoQnab.1riB..tee Seeel 4sl2 wemVTII319ry . JOE Tfuss Three Type s CM r PN 1131]4TOA EJ32 JacROpen 2 1 11315592 BUMIIp CwnpOrwM Sspply, JKkaomllla,FL-32258, &11osApr13201]MITek IMUMN ,IM. Thu Jun 809'70:352017 Pagel ID:i91loWN IOEk3Cl]dBMoe]B0Ou-191OPTKIMSMSB]e_nA1_IsmlxBhWgWT21g18FWaaO3g 2-a9 ao-9 bub:1'.1' &IM 12 N4 n 2 8 I t � Sal II 5 b II 0. 2 9d 0. 12 d LORpNG(psD SPACING 24)9 CM. BEFL. In (lac) Wag Utl PLATES GRIP TCLL 2D.0 Rale Grlp DOL 1.25 TG 0.08 Ved(LL) 0.00 5 0998 2M MTM 201/190 TCDL 10.0 Lumber DOL 1.25 BG 0.05 Veri(TL) 0.00 5 X899 1� BCl1 0.0 ' Rap Stress Inp YES WB 0.02 h."dTL) -0.00 3 Na we WE' 10.0 Cotlr FBC2014]TP200] Wwx-MP We1gar alb Fi=20% LUMBER- BMLYNO- TOPCHORD 2X4 SP l4i TOPCHORD SMdural waotl sheathingapplied BOTCHORD 2Xd SP 10,2 dyed IY SPP 60 do W01ro, excaptentivedicals. WEBS 2x4 SP No.3 BOT CHORD RlBitl calling drectty epplletl or160-0 oc boning. MiTek amommends that Stabnilzere and required crass bracing be Installed during miss eredl0n In a Dub dd Win Stadnize! REACTIONS. (IWsize) a=18M1echaNcel,4 2/Alechariral,i-132N38 Instatlalron Guide, Max Hmrz 5::112) Max Uplift 3=-28(!-G 12).411-21 gi 9),5=44(LC 12)' Max Grav 3 22(LC 1]),d=9(LC 3),5=132(LC 1) FORCES. (lb)-Max.Oomp.Mfax.Ten.-ARI fomes 250 OM or less except Man shown. NOTES 1)Wind ASCE]-1Q Vult=130mph(3-second gust)Vasdi 01 mph;TCDL=BOpst;BCDLSOlmi h25a;13=49L L=24g;eava�M1;cat. ll;Ev C;End.,GCp::O.l a;MFRS(dredlonalt and G Extedor(2)zone;oantllever left exposed;porch left and night eggseQ0.0 for members and forces&MW FRS for reactions show;Lumber DOI=1.80 plate grip DOL=1SO 2)Tris truss has been designed lora 10.0 Pat bottom chord live load MMonal with any other I'We made 3)-This three hes been designed lora live load of 20.01x1 on me Whom chord In ell areas were a hadeVgle 3-0-0 tall by 2-0-0 Wrld will fit beheaded the bottom chard and am other membed. 4)Refer to girders)for Mee to Mss wnnedlons. 5)Provide mechanical oemectien(by others)of Muss to beading plate capable of wiRatarltling 100 M uplift strong.)3,4.5, Qpaxed Iry g p N E '.I tt V I IIL AI hd,mn,ta tl .. l I. �h..� , MiTek Ihll I". YYxipM i' µ e +VML >•wlbrtf qy sulk .1 ne IV Aar W10/IYIgpXyCMMo 05009 vd Ka 0J Itl19Gomponanl lxl..M1xU. .1. edNylnlamoYon wmdnYh emJ I ln[tlMn 21BN iL SIk dN12N iVg2ZiI6 ' TeVIpL FL 31010 Job Thers, Thea Type . ON , ply ms156es 131]4T0p F01 GABLE 1 1 J13 RMeranI o material, Bukirg CmpoBwM elgply, Je bomille,FL 3M6, 3.1to s?dBM 13201NUuO IM15ViGGIM, Tbu Jun0W33:3]20FKPMU ID:9g1oWrtJOtOEICICIiJBMouB00uD9kZu0KTYJCAMGGMurohBRFyVyNIOnGCOnFKPm09e 0 k0 6Ha 3ub=1: 65 J+4= 3vB FP= a.= 1 2 J 4 5 6 ] e a 10 11 12 13 14 16 18 17 19 19 21 21 22 be p 4fi 0.5 N 43 42 41 40 39 % J] % JS 34 J3 32 J1 % be be 2] . 7 24 3[4= Jx4= M FP= y4= ex4= 1$\Y 21012 4898 S61Y 6 6212 Ba\2 101012 1Y�Y42 186\2 14 16912 1181E 101012 A3AR YISIR 91018 242-0Y YSBIY�M1IY RR1Pe Ltz 1M 1N 1N 1'J4Y lA0 tip 1M wa 1<4 1-40 \SO 440 130 139 \i0 60 181z PO%CflsetsMY}- 125:0-1-0EdGe1i450-1-BEcl LOADING (pall SPACING- 2-00 CSI. DEFL In Qac) I/defl w PLATES GRIP TCIL 40.0 Ptate Gdp DOL 1.00 TO 0.11 VBdILL) We - we 999 W20 244090 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vea(TL) We - We 999 BOLL 0.0 Rep Stress lncr YES WB 0.04 Horz(TL) 4).00 24 No Ne BCDL 5.0 Code FBC201471`12007 MaOe-S Weight 1320 FT=20%F,11%E LUMBER- BRAOING- TOPCHORD 2x4 SP No.2(flat) TOPCHORD SlmcWral vvod shealNllg dllably applied or 10.00.purlins, BOT CHORD 2x4 SP No.2(fiat) wept end ventcals. WEBS 2x4 SP No.3(Ilat) BOT CHORD RigidcellingdlmdyaWllledor6-0-0o bracing. Except: OTHERS 2x4 SP No.3(Ilat) 10-0-O x bracing:4546,24-25. REACTIONS. AllbeaMgs2]-10.0. Qb)- Mex Grev All anothns 25011,or less allolnl(s)4i,24,45,25,44,43,42,41,40,39,30,36,35,34,33, 32,31,3q 29,26,2],26 FORCES. (I1,)-Max.Comp.Max.Ten.-All lomeal(lb)or lee,except Mart elloun. NOTES- 1)At plates are 1.5x3 W20 unless 0111srvnse 0ducaled. 2)Gale rebuttals continuous Whom Mord beating. 3)Truss to be fully sheathed from one face or Securely braced against All movement(i.e.dlagonal web). 4)Gale studs spaced at 1-o-0 or, 5)Recommend 2x6 stiongbacks,on edge,spaced at 10,0A in,and lateral to each im%vnO 3-104(0.131'X 3')bile. Slront$ecke to 1,e attached to walls at their outer ends or restrained by other means. AkaiaOy -•Y� ' 1 t ^� MiTek' ItAM.atkxi T." bell,ala iduandkae Irl ..ANBVMIOUY1ry Cob la.DBB B9 aM 8C51 IdnareComPoaml 6 ,.t.eNE. rally kl l -raft uWo[ie huaIn-Oulc Inexl218N Lw Slreel,YJIPlexcMM. e 312 VA 83 14. TnryB FL.10 Job Twe T.Type F OW l pry 711316599 131]470- FW Fbor 17 1 Job Reference(optimal agral CEmponend Supply, JaclaoraIM,FL-3225, 8.110 s Ap 13 M17MITek 9gi9Ne.If Tlry Jun 8 W28:392(1] Peg01 10:9911oW0OG1 OEUCIyJBMo0xM"Trl(JiLkNMUMU?BaWWXDIp Mm KGLOW W 018 H 41!q I I I. 7 s2L.:vrm' a6 II are 11 rt II ser FV= 36 FP= 15Y3= sw= LB I''. T6 II Sm= 15 a= 1 2 3 4 5 fi 7 a 0 10 11 12 13 14 15 4 I9 33 a2 31 Was 28 2] a 2s 2< 23 22 21 .19 19 17 16 AA= se12 MISSHS FP 3x4 34= 15xa 3a<= 34= a[9= 1sa 113x4= 3XI= 3x1=156 II 3,12 MISSHS FP= ",0 2 aL PMte OBaMa IXY)- 11'0-180451 M'0.30 Etlpel 18'0300.601112'099 Etl 115' - 6681115'09-0Etlgel l2 ' - Edo 1 LOAdNG(psi SPACINtr 1-40 CSI. DEFL In gab) Udell tMFE S GIMP TCLL /0.0 Rate Grip DOL 1.00 TC 0.38 Ved(LL) 4.59 24 >5]t 380 244/190 TCDL 10.0 Lumbar DOL 1.00 BC 1.00 VGi 0.922425 s385 240S 244/190 BCLL 0.0 Rep Stress lnp YES WB 0.58 Horx(TL) 0.1] 15 Na Na BCDL 5.0 Code FBC2014/TPI200) Metria-S WeigbL 191 Ib FT=20%F,ll%E LUMBER- BRAMfG- TOP CHORD 2x4 SP No.2(flat) TOPCHORD Slvcturelwaodsfreetbing dlrectlyaWlled pfi40oc Wlllns, BOTCHORD 2x4 SP No.1(flat) axce tadvenders, WEBS 2x4 SP No.3(flatl BOT CHORD Rigld ceiling directly alMlletl or 14-12 oa bracing REACTIONS. (Ib/size) 33=1030A)18,16=103010-" FORCES. gbl-Max.CorepRAdm Ten. Allforce,250(Ib)orlessexceptatenshover. TOP CHORD 18:6-10290,15-18_--1025 ,1-2=l0030,23-25961,32=-W3=,4-5=4)57M, 1314=469i 4= 69 04-15=-10,69=548210,411=52804) 11-12=-4]5,10,12-13=3829/0, 13-14 8870,14-15=-100310 BOT CHORD 31-32�/188],33-24- 3290,2&380510221-22 43]],219-21- 510,25-28=0/5482, 2424105482, 7-114 15443,22-210/5102,21-22�1I43A,19-21=104372, 1899b/326,2-32 8_-W1BB] WEBS 1-32=0113), 2-31=0110213.3 726=49 101, 517- )1,433=]]410, 14l27=01537,5-2b4990,6-26=371458.]-24299101,15-12- '=Qi,141 V-499X 14-045-0p02,1 3=-3fi 00S =M8$12-19=7]410,12-22 539,1b22-499/0, ' 11-23�I348,9-23=-35410,9-24-3S71518,8 24=3991311 NOTES 1)Unbalanced near live loads have been considered!for INe design. 2)All plates ere MT20 roma unless Morveee Indicated. 3)All plats are 4x6 MT20 unless oOerese Indicated. 4)Required 2x6 strongbacks.On edge,spa ed at 10.0-0 cc and fastened 10 ad&thass Men 3-1 Od(0.131'X 3')ndlls. SVMgbacks t0 be allached to Walls at their Outer ends or restralnetl by other means. W4asee-eNr/eateasarra -1a..ea..1 AWM UDWM'rExeElEax NCEP14EM74MA ,IaeYAIS,E USE, �WI]laur'uYY`�1m MIrvMYBmnrecMn.ays�LLmaLxedmlY4�'�Wanelers Mown.mtlPolwmh]Nduddad�g canp�nml.mf �• In6>ydbin.Pala,um.pnW�ptl�w mWion M9 q{xkdally o1orms."'ad6rsaWggredy Mc UeMtla�nlnlolla oxerall b°um�waPe aa•rora�rneekwpe..�n1Mr»aeu,uunn�webmero�cno�ammwasa+v.].emwou wnwwmow��l q�.a�.v MITBk 6dwnprepla]Ia WlLMT]10 Pem4cc4[tte w6i I.>oauawaa+x tory atlgcry. My Wn[q¢.fa Ue��tl pb>,ce�3atlp as A HOkNx alarge.OelNay.aaCnadM I�p ollnve[trq l�uvppemExgKll/IryI OIYIy MMW.Ula-l9oq aC9Mtl�pfanpawl eBBa Pelle EaelaM. ldMy Malx4b�axdRA6 M1dn ai6Mle tullMs.218 N.(ee Shael.SEle3124#wx1M VI,22314, ienpa,FL 33518 . Job Trim T.Type N OlY , Ply 711315595 131]4703 F03 Floor 1 1 Bulldinp Comporwit 6lgply, Jecke0mil6,FL-32258, Job Resonance oborel 8,110s Apr132017OO.e RXINIM Inc. ➢ ,Z 80028:02017] PepH ID.'t9jm Wx001 OEk3CI4dBMoszB00uaIPi%i MAO_Mgf)xZVZg2q3e0i13Vbqu_Nrye090 o-1 e H I �-� 1 7 6 -� ecele-137.9 55_ 1Sio- 48= 9,E_ axe= 36 FP= Iae- Sa6= 1 2 3 4 5 6 ] B 9 10 11 26 25 24 23 22 21 '10 19 1B P 16 15 14 13 12 4r8= 50= 3x9 MT20H6 FP= 15411 16X111 ISLi II 1.SYi 11 3x9 all FP 44 Ss 1.513 Sl I.w SP- 44- Plate x8-Plate 011sats IXVI- ItEtlde 0. -BL fB0-1-0 E09e1 f 'O -6 Edg 1 127Etlda P -ei LOADING(p�gl -dl--- UU1Al CING- 2-PO CSI. DEFL. In (oo) IMMI L/d PIATfc6 GRIP TCLL 40e Gdp DOL 1.00 TC 0.66 Ved(LL) -0.4319-20 Aid) 380 MT20 24U190 TCDL 10ber DOL 1.00 BC 0.99 Ved(TL) -0.5819-20 x396 240 hall 187/143 BC 0Stress Incr YES WE 0.75 Horz(TL) 0.12 12 We We BCDL e FBC2014?PI2007 Metrix-S Welphh 12410 FT=20%F,it%E BI4ACMG TOP CHORD &4 SP No.2(Ilel) TOP CHORD Structural woof sheathing c8redyaWlied or 2-2-0oc pudins, BOT CHORD Zx4 SP Na2(ON)'Excepf except had yedlca5. 15 24.Zx4 SP SSgM) BOT CHORD Rigid calling dlrecfly applied or 10-0 0 oc bracing, Except WEBS 2x4 SP No.3(flet) 220 he bieeing'.23-25,14-16. REACTIONS. Oldham) 27=1224,0-56,12=1231M1echanlcal FORCES, Ob)-Max.Comp.Mtex Ten.-AII tomes 250(Ib)or less except Man shown. TOPCHORD 1-27=-1219,0,1192-1224/41-2-111M.2-3=28M.3b-WSM,4-5-47]5,0, 5464982)0,8-]=-4]]5/357-9=E. 2235 (V,990=1-22- 4550.202187 BOT CHORD 28-16 4992,17-18- 450.16-13=-455021-22=0/455421321-/ 11 ,19-20 /4992, 18-19=,04992,1]-18=0/4550 15-1]=0/2,3-25 -16�I3558,10'r3l,2116 WEBS 1-25=011541,2-26=94]9X),2-25=-23M71.-11-1 4/03-23 031,423=-024b, 421=01457,0.9-14 -105SI i2�-23]2]1,11-13_-0/1581,1013-1484=, 10-14_-0/1090,014=-1053'0,1316_-0032,>-18-729,0,7-1"457.6 18=4W41146, 6-391 NOTES 1)Unbalanced floor Ill leads have been consMered for this design. 2)All axles ere W20 pates unless otherwise mairated. 3)All plates ere 3.4 MT20 unless pm.haa.indicated, 4)The Fabrication Tolerance at joint 24=11%,joint 15=11% 5)Rater to glyderen for Imes to Imes cenneglons. 8)Recommend 2x6 slrongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss M0 3-100(0.131"X 3")nails. Banal to be stee etl to Asia at their other ends or restrained by other means. 7)CAUTION,Do not area thaw backwards, Q WIgMWe-VMIy Celpn p,srMaeepgE10 MOIE40N lINe IND MCLVOEa AVi[N gEfENINCE II6EW]4Am.lOAY.tlI5e60MY¢ .. .Iafoa.d MIeYAccnecM.IMOSNan eL ed WY W"✓Gaaneleedwwn aW tlwmh3MYM lyEppcmpnmt rot 9iaMleru.BNae w.11n CeWier muf ValNtlr IcdllYdtlmNr Poaae6rtaM pcpilY6m�rdelli Oe4rleolMwerrY ouo+9 m+Pe aomonarxwaw moor.e�emNuiedra`"�Nimswworo/erdwran,W.eW.mly qumavElernwraYmeo.e�W�tnm,e MiTeK N WO,erplMdM WLlyadbgewrecM[nIB WMrptixe GernrxEMxYadg4<rlY Wrirge.Fa9er'ad PAkWrbre9a40M kb6dcrx dorms,dell Brec6NratldaWp dlnmrm]WRry9NnLLyeEXy/lryl yrylY 5olelYkMnr�NraVohlia pan lnc Rde kalkM.2laN lee Saul.516312 NaxmtHl Vg2Yd1=4 .09adieire HL SMtO dnBNO. Job I ThreO Typo F OtY Ply 711315596 131]ITOA F04 Floor 3 1 JOU RNarace o 'orW &nitlilg CWnponlxn Supply, JaokwlWllla,FL-32258, 8.110sCRd BlJ0dtDDOuklntlueN vl7 uOI7Jun B0928:2tr7el Page ID:?6jteWxOOtOEk3CRdBMarB0Ouerz4kNN rOOquZB]c5351 d>851E2d]NSTA790.9a 6td Hl 1`7'B-I 0)Ila SCMR=1:3]A for a*- A[4= 3M= 3M= a. 36 FP= ffit= 40- 1 01=1 2 3 4 6 6 ] B B to 11 29 2) 26 2` 24 23 23 21 20 18 18 17 18 15 14 13 I8= 56 bB.20HS FP=3M= 3M= 3M= 3x4= 4er A8= 401= 1.5x3 SP= am Warms FP= 4.= 1.e. SP= _ll2]d 2]9 Plate O6 M MY)-- I 'Edw -8115'0.1-O Etlgel Ie'0.1-B.EJp01Ill'0.1-B Edn I r12,.Edliel12]'EOoe 0.181 :LGADING(pal) SPACWG- 2-6o LSI. DEFL In goo) Ali t/0 PLATES GRIP L 40.0 ata Grip DOL 1.00 o.Be VerBLL) 0A319-20 .820 380 MRO 204/190L 100 Lumber DOL 1.00 BC O.BBVal -0.6819-20 .396 240 MROHS 18]7143 L 0.0 Rap St..lncr YES WB 0.]3 HOR(TL) 0.12 12 Ma Ne L 5.0 00de PBC2014?P12007 Ni WelgM:123 to FT=20%F,11%E LUMBER- BMCYIG- -.. TOP CHORD 2WSPNUP(6ad TOPCHORD Stluctund Wood sheathing tllreNyapplled a2-20ocpullins, BOTCHORD 2x4 SP No.2gat)'Except' except end vellkal0. 15-24:2x4 SP SSOan) BOTCHORD Rigid ceiling dlrectiyapplledor 10.0-0 scanning. Except: WEBS 2x4 SP N0.3(gat) 226 OC Wading:23 25.14 REACTIONS. QNalae) 27=1224/0-5-0,12=1224M-2-8 FORCES. (lb) Max.CompJMax.Ten.-All forces,250(lb)or less except Men shown. TOPCHORD 1-27--121 Sm,11-12=-121=.t-2=-111 Am,2-3=2849/0,3-4=-005W0,45=4775/0. 56-499270,6- =477W.746-0050.41,9-10=-294970.10-11=-111970 BOTCHORD 25-28=02114,2325=0.'3558.22-23=014550,2122=0/4550,20-21-074992,19-20=0/4992, 18-19=0'4992,1]-18=W4550,16-1]-074550,14-16=0/]556,1314=01s!1 15 WEBS 1-26=41541,2-26=-14]9m.2-25=0/1092,325=-1054Po,3-23=01731,4-23=]24/0, 4-21=4457,5-21-6 145,5-20-23]271,11-13 71541,10-13=-1480/0, 10-14- In 091,514=-105M0,9-16 732,7-18=-]241,7-18=0/457,6-18=-644/145, 6-19=-23]271 NOTES 1)Unbalanced poor live loads have been considered for this design. 2)All planes am MRO plates unless olhelwiee iMlcaletl. 3)NI plates and 1.5x3 W20 unless N rmarde indicated. 4)The FabOcatlon Tolerance hr jant 24=11%,joint 15=11% 5)Provide mechanical connection(by ohms)of three to hearing plate aljoings)12, 6)Recommend 2x6 smmngbecks,on edge,spaced an 10-0 0 oc and fastened to each Wee a th 3-10d(0.131'X 3')nails. Slrongbacks to be attached to aatls at Brier differ ends or restrained by other means. Q W4RNWan4/xWYpnp�renn�uvaW RFAe NOTEe ONTaISWO WCLUOEn MIIFRpEFEMNCEVRfiEW70]Jnr ln9YlOISBEEORE U4E @tla,vtld Iw uw mly Wlh AMIsk&cun¢clw.c IIRJN{P 6lwntl wYy uppn pwm,elers5wn,.old ala,m te11NAM[ulOk9canpwryN,rot Inms(4an�Ine Ule.IkadlRNdwgW�mul bvaMytMq{YcmMaOeYp�paanelenaMgc{¢.lyncw�odammnd,ai MOR¢m I A4g4etlyi.Baciio YdCaletl.b PWw�ntucleW of WtlWFd lnm WeUm1/wcMrCmenV» a`y.7NtEIMN WnIx+W rtgpe�maWnidxON M aw.na�«xaadax nnrM�xlrolxe.W,1=NI�.wln PorxR pwwel k4ryatlpcgdN n.�,m. !mrsna ealawwa�a9Wea9rp ItAVM fln rwwM.4 Gwaclbnudd Jp alMwazaW MW ryUmK aMXY/p11hyNCWMM.U5ed9W BCaI MilgCmipwrJ Tlia r. 1v=10W. ' Bahly lnlamaM1m mgMekwn lnffi Nup lrcXMe.21a N.Iw51ree1.Brea 31 R.NemWyVR2R314. Txnq.R"fA10 Jab IN T.T sa I OrY , Py 191]4TOA F05 poor 5 1 Job RefelenIO a "alar BWMIIIg Cwnponent Slgply, JecksomilM,FL-32266, EMIV S 17,AP 13201]MiI OK X&iW eMes,Inc. lhp JBn80929:42200?rs8OI IO:i9)tOWbO31 OEbCIRdBMOeLB0Oue2%Sxft•M'gcFT52BKgKCIeF811W WBzbpRMI110RciBO3Z at 8 H 130 1.100 01,8 SWe'•121.3 Ibq= q= 1 2 3 461 tj 5 8 6 18 13 12 11 tD 9 e 1Sq II 1.5411 12 09 2 - PMteORaGs(XY}. f3'0-18 Edg 1 ! '0. Etl 118'01-B.Edp 1 IB'0. - Edo 1 f10 12 Etl 1 LOAgNO(pep SPACING- 2-00 Ca. GEFL In (lac) Waft W PLATER GRIP TCLL 40.0 Prete Grip DOL 1.00 TC 0.41 Vart(LL) -0.0911-12 Be>9360 MTPO 244/190 TOOL 10.0 lumber DOL 1.00 BC O.69 Vial 0.111012 >999 240 BOLL 0.0 pep Stress III YES WB 0.38 Horz(TL) 0.02 ] Na We BCDL 5.0 Code FBC2014?PM00] Matrix-S Weight 691b FT=2XF,11%E LUMBER- BRACm TOP CHORD 2x4 SP No.218az) TOP CHORD Shudurel Wootl sheathing dmdlyappllad or III oc purlins, BOT CHORD 2x4 SP No.201at) except and vedloals. WEBS 2x4 SP No.3(fta1) BOTOHORD Rigid calling drectly applima or l a0-0 oc brecing. REACTIONS. gablar) 14=6]9/0-58,]-0]9M-58 FORCES. (Ib)-Mex.Gomp.M .Ten. All forme 250(Ib)or less except Wben shown. TOPCHORD 1-1b6]Sm,6-0=6]5N,1-2=5TM,2-3_1311/0,3.4=-1 3 ,45=-1311Po,58_---5]]N BOT CHORD 12-13=0/10]8,11-12=41535,1011=W1535,9-10=0/1535,&9=0/10]8 WEBS 1-13=M92,2-13=-]4W,2-12-0/363,3-12=-42M,6 8=0092,5 8-.7 5 .&P=0/983.4-9-42M NOTES- 1)Unbalanced floor live loads have been consideretl for this design. 2)All plates are 3x4 MT20 unless othelv9se Indicated 3)Recommend 2x6 stmngbaORs,on edge,apece0 at 10-0-0 oc and fastened to each hens with 3104(0.131'%3')nails. Shong0ac%s to be afteobetl to Valls at Relrouter was or restrained by other means. tl WdgNNa VMry MNenpvYmnrtmCPFd DNOIE50N Ins--madded—aEFEII .YI4EMF110 m.la0 Is aEfORE DSE. ce4�va'W lui�r wJYwllb MIIe.<—t—rr,V µ ,6nandp yulwn--metra shown.mtl alw m. Kl VVIOI-1 em syLem 2elwalm.lM tu1Np WWnw nulselbV 11¢q{McdMtYols Waneienm]popxv,kI.WisinIn.the ovadl k aqn°bmrnmxloarevenlu.aukemb�o-aan�wmwiro�alwamelnml.a+v.bdlmdl.ewwvmapemwlenlaackv Mil �nolkrt tlortps 43wel,Wb a W.�m.1mealaw l ktL mindinaOA fie.Fqp MdgWbcerepsglre d«breanam.alan�rv+�Na dav+wlRl a1aM omw,IwammubcvaurocoNlPdl.d cao.v.m.c.n aNe. MMY IdmnoXm rnglYw bwn M�RabkWLM.RIm N.Iee Speer.a.11e J12 NsmMq VR'd31 E. ienpe,FL YEIa JOE nus; T.Type r Oty PIY 131]4T0A F08 Roor Slgpodgl Gable 1 I T11315WB Poh ( m0 tlupllp Vpnpolwll SuplNY. JMksOmIIN,FL-9Y150, 0.110sAp 13201]MITBk/Mashies,Ilr. IEU JUn 00B20:02201] Peter ID.' j0 Wx GIOEUCIREBMa] u-a2XS4NcgcFT K,W.F05EWgI ,g IUO'ty M 1 '3W= 2 3rd II Scab=f.104 5 53— 4 3 k = 3x8= I8-0 1 s Lo' (yet) 6PACING- 2-0-0 CSI. F-��F((L�m Vdefl Ud 11"i GRIPTCLL b.0 Plate GdpDOL 1.011 TC 0.13 Na BBB NR2p 2-90TOM 10.0 Lumber DOL 1.00 BG 0.02 Ver1Ne 999BOLL 0.0 Rep Stress lncr YES WB OM HolrNa Na BCDL SO Gale FBC2014RPI20D] wmx-P Welghb 141b FT=20%F,11 ME LUMBER- BRACING TOPCHORD 2x413PNo.2(fisl) TOPCHORD Stmcturalwoodstleathingdlmdyapplledor1-60ocpudlnf, BOTCHORD 2x4SPNo.2g1sr) except and Nadicals. WEBS 2x4 SP No.3gat) BOTCHORD Rlpld calling directly applled or l 0-0-0oc bracing. REACTIONS. (IWsite) 4=]&1-&0,3=]&1&0 FORCES (Ib)-Mu.Comp.IMax Ten.-All forces 250(Ib)orless sxceptwtlen shown. NOTE& 1)Gable require,continuous bottom chord bearing. 2)Tons to be fult,sheathed from one face or securely braced against Ialaral movement(i.e.diagonal web). 3)Gads stud,seated at 1 iO Uc. 4)Recommend 2x0 sirongbacke,on edge,spaced at 1000 oc and fastened to each table Win 3-10d(0.131 X 3•)net.. Strongbacke t0 be attached to Walls at their outer was or restrained by other msan,. Q WIMNO-VN jirLvey�wxlxxyW pE40 N0]E,ON IM®xNO WCL UOEn WIEN aEFEa .PIOE,6]O9nr faYYNISeEFONE USE Ik4T uW rMM wYYM1Ih MlskAcam:lcvs.Ilxs Vin[pard uYY ulwn{ay.anglers Lxwn�.od 6Mm MMdnM WM1W}cgn{u�enl.rot nW[/Wn.�1w v.W,llx.dAawj aaaP�a�mal vanly tl.am awlyoln al]11>omlNfmmePmanvneolporolemnrrgprsnw ng o�WNu Ix4alBdaapn.9M�91 YnWanIN0u911 hcITJ o1MMtllnmvreb0Mra .hrEmanpen MY.MNkx�d romMW.noo,, nibu.Np t BM4.T0 Job Trllm Trash Type qy P'N 191 F07 GABLE T113166W]4NA 1 I BWIMIg Com rials Job R I Io 4onl po 1ppty, JackaomllN,FL-32256, A110AmuJum BPaget ID:)ubWrtIObbdeMOssBWu2E59OEflMK4B)WElABSMW,71]FryE93Y Sual 1 as= 215v'i II 315VA II 41san II 5 3M4 11 0 B 8 p 6 3M4 l ax4= 1,51 II UW II nor= tElz z-1042 42-12 N.e 1512 1d-0 1d0 11 Plate Offsets l%YI-- IB.0.1-B Ed0el 11OEtlln 0. 121b1 LOADING(P9N SPACING- :11 CSI. DEFL. In (bc) Wall Ud PLATES GRIP TCL- 4:1: Plate Grip DOL 1.00 TC 0.10 Veri Na - Ne BBB -20 244090 TOOL 10.0 Lumber DOL 1.00 BC 0.01 Ved(TL) Na we 989 13 LL 0.0 Rep Stress In., YES WB O.o4 Hoa(TL) -000 8 We IVa BCDL Bo Code FBC2014R1`12007 Matrix-P Weight:3z to FT=20%111%E LUMBER- BRACING- TOPCHORD N4 SP No.2(ilel) TOPCHORD Simctuml ynod smoothing directly applied or 5-4-B oc pudina, BOT CHORD 2x4 SP No.2(flet) wept and verocals. WEBS 20 SP No.3glat) BOT CHORD Rigid Gelling directly applied or 1O0-0 oc oblong. OTHERS 2x4 Be No.3(flat) REACTIONS. All beadrgs 54-6. (Ib)- Merl All re uMons 2501b or less el loint(s)10,6,9,S,] FORCES. (Ib)-Mar.Comp IMax Ten. All forces 250(Ib)or less except Men shmym NOTES 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed Imm ogre lace or securely braced against lateral movement(i.e.dial vredU 3)Gable studs spaced at 130 ac. 4)RecommeW 2x6,dmhgbacks,on edge,seacetl at 1000 eG and lastened to each this.,Wth 3-100(0.131'XT)nails. Stlongbacks to be attached to walls at their outer ends or festooned by other means. 5)CAUTION,Do not erect truss treamfds. A WIPNNI-sr,tlWa,p.vMeE10 NO1ES OIl 1XB ANON[LVaE0.1NEN eEFEF4NLE we.11's m.I.. J. �f�WMla vneNY 9OAry�1eYm4.eBalae wl1k1'e�MWll LmtlereFbcMklrsm.lWltl vtlaealNyRl¢h MaMer]uMYY WowldeIthn ealanMt—aauloped,h1 11411ttk1a1Ye.dedida'..aseoVmenl l Backq MCabtlhbPeveMtuclAlgNMUW]Ina,Wadl«WldmelnEen aYY.A6]kwMa lenlWluYmnpemM.MIY1¢ro MiTeK h aagxreplen bael4MaMlogevenl aMkpa Mlnpcatle nelWgaeryuggc{aly WngTe. fd gsatl pMnx:e mN�q Ra LY.Mbdbl Mw[YqdaNay,aecMn and od of lnm¢augln6 ryyalLLfludlYOXMa,DSLa9eM aC51...Ganpanxi 6.04 Parke EmlaW. t alanykamMm wtlade ken rnsfWle xnXhile.v.N.lee assam SLIa J1P.NemGh VAYlJ11. TaI FL a3610 Job Trus Tvs Type . Oct Pty 11315600 131]4TOA FGO1 FLOOR f 2 Job son I Fineness a 4orel Builglg CanponN9 Slylxy, Jacksanvllle,FL-32256, 9X)?dBMr 13201]MITeklPd DV LI)WhuJim 8 jgDQlJPe:M201] Pege1 10.49j1oWxOGtOEk3C1?tlSMoazB00uWOlOMPPaCOVBhLIplem19DO1J�ReFIpcz84Vza03% MA -0b lti 3dJ ewe=1'.A.] Sol= 1 3rA 2— II 3 1HM ] 4 w II 30= w II 414 -08 61-4 38l plater OSeNe(XVI- 11:0.1-120148 :TCU:400.0 (pSPACING- 2-G0 CSI. DEFL. In 0.) Vrefl UC PLATES GRIP Plate Grp DOL 1.00 TC 024 Ved(LL) -0.02 4-5 s999 360 wt?0 24U190 10.0 Lumber DOL 1.00 BC 0.61 Wd(TL) -0.03 4-5 >re240 0.0 Rep Stress Inch NO WB 005 Hoa(TL) 000 5 Ne Na5.0 COda FBC2014,TP12007 Maldx-MP Weight 8]In 17=20% LUMBEW BRACING- TOP CHORD 2x4 SP Not TOPCHORD StlucWml woatl sheathing dleclly applied or]-98 at,Fardire, BOT CHORD WSP Not excelA end vertical WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling Thai appllei or t 0-00 oc bracing. REACTIONS. (INsi2e) 8=]3I0-5-8,4E9MMecheMcel,5=12]&b38 Max Uplif16=L3(LC 4) Mex 0.6-89(11UC 3),4d18(LC 4),5=12]6(LC 1) FORCES. (Ib)-Mex.Comp.BAex.Ten.-All Mees 250 gb)a leas except when shown. WEBS 2-5=41rrW NOTES 1)2-ply mss to be convicted together with 1Otl(0.131'N8)(19116 as follows: Top chords connecter az follows:2x4-f rowat 0.P0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-]-0oc. Webs connected as follows:20-1 row at 0-9-0oc. 2)All loads are considered equally applied to all plies,except If noted as front(F)or back(8)face In the LOAD CASE(S)section.Ply to ply connections have been provided to dismbrde only beds noted as(F)or(8),unless omerMse indicated. 3)Unbalanced floor live there have been cohemered for this design. 4)Refer to girderho for Imes,to Voss connections. 5)Provide mechanical connection(by others)of those to frung plate capable of wgOstanding 63 to uplift at joint B. 3)Recommend 2x6 sVOngbahks,00 edge,issued at 10-0-0 oc and fastened to Bath those with 340,J(0,131'X 31 nails. Strongbacks to be attached to wells at their order ends or res0alned by other means. ])Use USP THD46(With 18d nein into Girder 81 W nails Into Tmss)or equlvelent a1604 it=the left end to connect fraddha)to back face 0 bottom chatl. 8)RII ct1 nail holes where larger Is In contact with lumber. LOAD CASE(S) Standard 1)Dead.Floor Live(bMencedh Lvnber Increase=f 00,Plate Increase=1.o0 Uniform Loads(pit) Vas:1.'t-10o,4�-10 ConceMraled Loads gb) Vert:7_1221(B) Q assist:N-WIN M'pnpnmixv mE ease am.asThis TNa MLWEV otes REFERIRLE PAGENi]OP m,1a0.VA1a9EFOPE VeE DNITMdtwoo.'sairafew IDconlwcXai ....... kiss Lwbin Whasu®,XCGiagtlaq}gemurlvalrvlM[gMCWllyaam¢�p�lanebrsatlRepellYL¢na�ow Pv'sbblMovadl .I aOM�Atllyutlb`pbePVemcM pM11Nl h RMn yn�w`r.q✓wlr wr a'a �wware"n¢nh M YSxbalht Nam,hMarY.aecMavlpMMol Plmam]InmMlamEa�eANY/1111 OWtlYGNM.DfB Beotl KN BUMgCu1VN1N lss Pad. Eco SYNylTbmoXen m44YK pan I�Rale hMAe,11BN.lee SBee1.Sib312 Ne�agb VRZ2311. losses,iL=100 JobTra88 Tmse Type A Cry, Ply T1131WI 13174TOA F302 FLOOR 1 ?- JOE Rek Buildup Composts Supply, Jecksarnille,FL-32256, fiMIMBp13til-TeklMueNea,IWW?G"Wj928:46201) Pegel 332 6+8 3515 12-- ID:?B�toWAIX8,10T, I?dBMmiSOCu_dCbaI0UZX02JVNM39?GMOdjUrAaIR2Cygoz6O3W 16 15&11 1&161 21-01E 2SP14 2Bd0 3.M12 366 31-6 316 3-06 31-6 3-0E 316 3Y2 sm. III-1. 4x6= 618= 2.t z0/ II firs= 4ae= 1 2 3 4 5 6 7 6 8 10 � I$ 31 19 18 17 ,6 t5 14 13 21 t2 11 30/ 1.= eRto= tom= 71M 2 46= 3M II 532 646 96-15 12-0-5 15811 1&10.1 I21-116 MillI4 234-0 332 316 316 —'s 316 31a 56 31-s 332 Plate OlNels KY) 12d)-M.0-2-01,[4:0-3E,0.30],�/:03B4OE-0),19:02-0,0-2-0}[1202-0,0.2-0),(13:0-2 ill[14:0-5-0,0-59),(1T.0.5O,&5-0),(18:0.2-0,0-2-0), 119:)-2-002-01 LOADING(pan SPACING 2-00 C&. DE]i n (loc) Weft I PLATES GRIP TOLL 40.0 Plate Grlp DOL tW TC 0.96 Var1(LL) -0.651515 >395 360 MT20 244/190 TCDL 10.0 Limber DOL T00 BC 0.86 Ven(TL) -1.32 ISIS >254 240 BCLL 0.0 Rep Stress Ind NO WB 0.75 Hor2(TL) 0.08 11 We i BCDL 5.0 Cods FBC20147TPI2M7 Mail MS Weghb 308111 FT=20% LUMBER- SRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD Structure!wood shearing directly applied or 240 oc purlins, BOTCHORD 4x8 SP No.1 'Excal except and vemicals. 14-17:2x63P SS BOTCHORD Rigid milling directly applied or NPO-0 oc binding. WEBS 2x4 SP N0.3'Elassn' 1-19,2-18,3-17,416,7-15,&14,&13,1(Y12:2x4 SP No.2 REACTIONS Qbolze) 20=1660/0-SQ 11=2113/0-3-8 FORCES (Ib)-Max Comp.Mlax.Ton.-All forces 250(m)orless exceptmenshown. TOP CHORD 1-20=-1550'0,1-2-40000.2-3=41000/,3L9141/0,4-5-1051M.56=-10613/0, 64=10618/0,79=10316(0,8>A6951yO 9-10-52040/,10.11=-1932/0 BOT CHORD 18-19=0/4000,1718:1Wl l]q 1617::(XI9345.15-1611/10613,14 15-0/10,Lhl, 1 3-14 4795 8,12-13=0/5204 WEBS 1-19=44049,219=-14230,2-18=0/32%,318-maiQ3-17=OIM82,417=b17M. 4-164/203&518=32710,7-15-71 lfi3l3l?,7-14-43300.614=011453,8-13=8050/. 9-13=0/3991,9-12-161 10-124/5 2118 NOTES- 1) OTES1)2-ply mesa to he connected together with 1 W(0.131',3')nails es Idiom Tap chords conceded as follows:2x4-1 now at 0.7-0 oc. Bottom chorda connected as followe:2x6-2 rows staggered at 09-0w. Wets connected as follows:2x4-1 row at(T9-0... 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)lace In the LOAD CASES)section.Ply to ply connections nave been provided to dlstdbule only loads noted as(F)or(B),unless otherwise Indicated. 3)Unbalanced floor live leads have been considered for this design. 4)All plates are 46 W20 unless otherwise indicated. 5)Requlmd 2x6 drongbaoks,on edge,Spaced at 10-0-0 oc and fastened to each Imes wtr 3-10d(0.131'X 31 nails. Sfrongbacks to be attached to walls at their outer ends or restrained by other Inearw. 6)Use USP THO262 With and malls Into Older 6104 calls Into Truss)or equivalent st 22-9-0 from the Ref end to wined trusses)a front face of bottom chord. 7)Fill all reit hdee where hanger Is In coded Mth lumber. LOAD CASE(S) Standard 1)Dead a Floor LNe(balance):Lumber Incleese=l Aq Plate Incrss ae=l 00 UNtortn Leads(pull Vert:1-1G-1W,11-22-10 Concemmted Loads(a) Ved:21=7o8(F) Q NARNNfV.Nly tlevlpnµremalm mOaEIO NOBEa ON BaKINO NCLWEO MIIExeEFOYNCE MOEW14l3 m'.f60350I69EfaaEUSE i Id'' ' Wltl lwuis MY mm MILkY➢wn,wlo,.c I1RM9en Klx>vMeNY ups Pxmielea6vmtmdklwm MYNxl ditapcanpv¢ni,wl ury�maygem P.Iwa w.e.Madldlpdeslare�mml veBH the[gMkdAlNoldesw�,piarelersadpC[�wIYaMUR wle xt G.Ydn Motl¢ovadl wxl a.ear.aw+relp�xpleaal prem lx..xrro prrm40w lmawen�n/ L.umenmawa.axNxpia bmPxm'dgpwmamtbmk9 ',. MITeK ktlwals�epaedb tldBMmt lolrnvcr,,wNTr+awllh[. le pwewpl kwrymd Popedyeanop.. id�ad pilhxre�e9ndkp tla Slbrt nwo7,e.dMNay.xttlMn a0/daJ�p of ln�:aMlnmMlenK to /w1�eLpXy CAvq,py69ap6Cv 4ifpfd�pgWe sea P...EMBNe. NI.IY Idwmoflm aVW'pu rywn leBFgRln[IMae.RIBN.Iea Slre.t S1119312N m'0/ VR22314. ia,rye,FL a351a Job True Tllm Type 1131]OTOA J11 711315802 Gmler Jack 1 1 BUM ng Compo Supply, Jad¢omnlle,FL 32250, 0.1IOSApr 11—milkI]dmose.lm. InUJUn 800:20:05201] Pagel IO.yelaaWxOG1OEMI?dBMOszm pmzn5O7k4Mx15 gEo51p_7IIwU2bGwSD8Nz8O3V nae a el SW 12 Swle=Idle 2 1 3 a ae n aes 685 IAADINO(Pal) SPACING 2-0-0 CSI. DEE". In (la) WN0 "Al PIATES GRIP TCLL 20.0 %ale Gdp OOL 1.25 TC 0.02 Ved(LL) -p.0p d >080 200 al 2W100 TC DL 10.0 Umber DOL 1.2fi BC 0.01 VeNfTL) -0.00 4 >809 180 BELL 0.0 ' Rep Stress Icor YES WB 0.00 HORQL) -0.00 2 Ma We BCDL 10.0 Codes FBC2014RPK0O] Matrix-MR Weight a lb FT=20% LUMBER BRACINO- TOPCHORD 2x0 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-9-5 m pWins, BOTCHORD 2W SP No.2 excepteM vedicels. WEBS 2x4 SP No.3 BOT CHORD Rigid falling draclly applied or 109-0 m bladng. Mi Tek reocir ds that Stabilizers and required cross bradng be'xustalled duhlg INss eraoi0n,In accordance w1N Stedllzer REACTIONS. (Ib/size) 4=25N-55,2=10rMechmlwl,3=]IMahanical Installation Outdo. Max Horz 4=13(LC 12) Max Uplift 2=-1](LC 12),3=-0(LC 12) Max Grav 4=25(LC 1),2=10(LC i]),3=12(LC 3) FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or has except when shown. NOTE& 1)Wind ASCE 7-10:Vui1=130mph(3-ascond gust)Vasd=101mph;TCDL=S0ps1;BCDL=SOpaC h=25ft;B-f5ft;L=2411%eave=4x;Cal. 11;Exp C;End.,OCpI�.18;MFRS(dre tional)add GC Etlerior(2)zon%C-C for members and torfas&MFRS for madlons efawn;Wmber OOL_180 plate grip DOL-1.fi0 2)The truss has bean designed for a 10.0 pt bollen clmN live food mnconcunanl with any other live loads. 3)'This foods has been designed fora Ova load of 20.0psf on the bollen c11oN in at areas More a rectangle 3-6-0 tall by 2-0 0 wide MII 01 belween the bottom chord and any other members. 4)Peter to girder(s)for trues to truss wnnaclione 5)Provide mechanical connection(by others)of truss to beading plate capable of withstanding 17 Ib upli0 at jdm 2 and 4 to uplift at joint 3. Q wIPNMq�VMfyaNpn^^pemwuxuMq[AONa1E50NTh'WINq MLLVDEO AVER eERNINCEIIEEg]4]Jn�.IeEVNrEaENNEYSE Prouty .res✓eunY h.,1 rei`.1-11G Wei Y Mesal ally uq a 1amFc9uMfM Wend't rot IrlAsylem.setae .Me Wk4p aeYprer mull wally xaggtotlllY OI WYPr wxmwlasW pgnaYMwPwab aA.Qx�lib llv maltl wWWaar.arohanaarnadamware lWCYAgmM'ht3d xlm..eoawordwam�rml:wY.radlnrYa le,awrtlrtlxlrem�a.mwwrre MIT9k am.,h:repAad rtlnmaraldwwaYarrl<wr4,.�wm,w�mla vw.orldke.y mdPmPegvmrleNe. wre®�wdalAlmr. leea+e x� kxxtGM9la�.ddway,erecnmadaw4q o11mmaaNlruiVNaec veklDl/INI OWYw Clawlp,wa-09atlaCyWgrpCmPor�tl sew P.Ix.Ew OYa. anwykdwmuwr owam rmm euelxda kINIMa.ale N.ire shear.sale Jlz aa.maxnvA znl4. l.ape.rL ax+0 Job Tmso T111ss Type • Ory • Ply In 1315 131)4TOA TO1 Pool SpxiM Girder 1 2Job Re ( IW1 eun,g GongwmmaWgY. 3MRamIIN,5L-32256, 8.110sAg132017 reftee,Irc. lhu Ju, 80829:53201) PageI ID:?ejbWxOG1OEk3CI?EBMosrB0Ou19k19hcFUW UWW4W4_4vGkUPp811bZ5gxFMREJIW5uTRO3O 3610 1(L23 18a-12 22-115 9-108 33513 341S]-1-0 0.160 3610 6]9 8)-B S)J SS] Sfi-0 J 600 Sola-1766 NAII-ED 12 RAILED NAILEDNAILED III NAILED NAILED WILED WILED "LEDNNLED NAILED 600 12 4.00 iz am 11 .12= 3111 nw= 21111 Mtn= 20 WIILEDNALURED NAILED WILLED tUILED /UILED drt i 32] 2B 28 4 y 3132 335% % %3] 838 3) 4p ) H 12 L3 BH 45 1B B m 12 10 A iro )^ n 47 17 48 48 1. to 51 52 6315 UM 58 14 57 Se 50 13 EO 81 12 62 B3 86 11 65 % eb 32011 3A I NAILEDNAILED 6xtz NAILED b511 .12=NAILED 3411 NAILED M10 NAILED 2x411 NAILED 4i= NAILEDI LED NAILEDMILLD NAILED NAILEDNAILEDNAILED NAILEDNAILED NAREDRAILED MILEDNAILEO y1011 NAILED 3810 1623 16912 22415 27�t O.6 33.413 3611-0 Hti -110 3610 &FB 6)A S'/J SS] SS] F]J S"1 61 2 Plate OIIaM MY)- 11'0-3-8.ti l3i 2,0-2-011505-1203DI IB44-002 Tf 0032E0 111tr0.0.00- 1311150.2120.1 b1 LOADING (pal) SPAGNfi 2-00 CSI. OEFL in (bol UCet1 Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.5] Vert1LL) 0.3912-13 AN 2b M120 244/1M TCDL 10.0 Limber DOL 1.25 BC 0.76 Vert(TLi -0.4212-13 0606 1� BCLL 0.0 ' Rap Stress Ind NO W B 0.90 Hor2QL) 0.04 10 Na Na BCDL 10.0 Owl FHC2014RP@OW MMM-MS Weight:43016 FT-2M LUMBER- amma- TOPCHORD 2x4SPNo.2 TOP CHORD Sttudural wood shealfylq dimply applied arS315 Do pugrs. BOTCHORD 2k4SP10.2-Excepts BOT CHORD Rigid ceiling directly applied or600 oc burping. 10-12:2x4 SP No.1 WEBS 2114 SP Na.3 WEDGE Right:2118 SP 10.2 SLIDER Left 2x8 SP No.21 6 0 REACTIONS, gbAlLe) 1=7969-58,15,;I72/0.5$f0=1]3]/0-3-8 Max Hort 1=-51(LC 23) Maz Uplift 1=57(LC 8),15=21%(LG 8),IR-1226(LC 8) Max Grav 1=800(LC 17),15yln(LC 1),10=IM7(LG 181 FORCES. (Ib)-Max.Gomp.rtrfax.Ten.-AB tomes 250 gbf of less except v4tm sh0wn. TOP CHORD 1-3=9116114$34=-0 .45 82=.S�-829903,e-7=-831L904,7-8=4182/305, 69=tl829056,910i BOT CHORD 197=01898,1617 /1014,15-16-34929184,14-15-35529217.13-14=-250]13411, 12-13-25011,11-12-20089889,1011=2000/2880 WEBS 3-1)=QG95,3-16=-)151308,0.18=-7831398.5-16=-1481/402],5-15=3)99/2109, 51bn77/472S 6-14-497/304,7-14-2791V1826,)-13=-19]/350,7-12=-5051838, Bol =593/355,9-12=-108&1485 NOTES 1)2-ply truss to Da wn coded together with 10E(0.131"x3•)nails ea follows: Tap chi connected as follows:2"-1 now,at 0-90 w. Bosom chords connected%follows:2x4 1 mwa1090 w. Webs w iftwoo0 as follows:2x4-f now at 0.9-0 M. 2)All lords,are considered equally applied to all plies,except If noted As troll(F)or back(B)law in the LOAD CASE(S)section.Ply to ply connections have bean provided to diMribute only loads noted as(F)or(B),unless Viftelwiw Indicated. 3)UnUMenced toad live loads have been considered for Mie design. 4)Wind ASCE 7-10 VuIV:l Mmph(31 gust)Vaede10lmpb;TCDL=50pV;BGDfr56psq h=250;Bydgf.L-45ft;eave=5a;Cat. 11;BID C;Eocl.,GCpi�.18;MW Ffl8(directlonal);cantilever dgM exposed;prod,fight exposed:Lumber DOL-1.60 plate grip DOL=lS0 5)Provide adequate drainage W pawl water washing. 6)This W%hes been designed for a 10.0 psi bows chord live bait nsnwnaarent with any other live loads. 7)-This im%has been designed for a INe load or 20.Opad on the bodbn chord in MI areas Mom a rectangle 3&0 WI by 2 D-0 wide will fit between the bosom chord and any other member. 8)Provide mechanical tonne sion(by others)of truss to bearing plate Capable of witttstarding 5Ib uplift at loint 1,21 991b Valid of joint 15 and 122610 uplift at joint 10. 9)-NAILED'indicates 3-100(0.148•x3')or 312d(0.14111 toe-nails per NDS gUdllnes. A MNMa.Vwex 4•Y)n pwpbn wl4 MIs,NO2l8Cw]re.NCLYam Y/e%a UFMANCE/AMYi)Ol m./4RYA/6IFIOM e9f. WI]Is,Ice MYwtll,MneA@mnlackn.11btlstlPi e0aed MYulnnp�ane@rs Nwnladelwm MJAkepl tlMY1p CmlPwwnl.rot rlu nNem.arm's .Owddess, ,w,mW valllytl¢gTiEdYtydtleCp.p�[menewoq POFe�IYMevWdo Xt0.4},Nbllw ove,at 6tldw�jF,otl�nV'I 3ddylhY `PIgtaCI wdIYs-,.elw Pw�ctelAV Me nib J,p M e YtvkzMi.dalq]e.tleWery.ereClbnrnlbwLgol M,aeSaWlnatMeen6 wfeAtlaIRNI GudIy CMwb,p59tland aLNWM,YBonVoa•nl N84PobF-1, MIYIIxmneXen wtlMAeM1rn,Illsflule MlMDe,RIs,N.Iee Sped.SLIe J12 Plemglh VAIIJ11. Twos,FL=10 Job Ton's Trym TYps • ply • Ply 11316003 131>4TOA TO1 Roof 3pecW Glr4er 1 Z JbRi 0 II sunuega,mnpwlalnacpwy, Julnonvllle,FL-32256, 0.110 s Apr 132017 an I ek lMustnes.Im T1lu Jun 00920:532017 Pepe2 ID:?Bj1oWAG1O Ml?EBMo lOkFUWW4 P kURgSlW tJWUREE1W Tx0 O LOAD CASE(S) 8lanaland 1)Dand♦Root Live(balsncetl):Lumbar Increasm1.25,Plate JWmasa=1.25 UNtonn Loads(p11) Vent 13=80,3-9=-60,9-1�-66,18-22=-20 C ntrate6 LoOEs(1b) Vert 8=438 16-62(F)4--86(F)l l=4](F)27-96fl 2 -Wfl 29—W(F)30-96(F)W=-06(F)33=4)8 34-73(F)35-73(F)37=-73(F)30=-73(F)3&="(F) 40-73(F)41-73(F)42-73(F)4a-73(F)45=-73(F)46-73(F)47=-228(F)40-62(F)49-62(F)50=82(F)51-62(F)62-82(F)53-62(F)5h_47(F)55- 17(F) SB=-47(F)57-47(F)58=47(F)59=47(F)6 7(F)61=-47(F)62=47(F)63-47(F)"-47(F)65=-170(F)6 160(F) WIPM14-Ywpy4Wenplxlylenuq PEJO XOIEE ON I•XISINO M'L1.MIEN PEFEPJNEE lass W10]3 m.1.11..USE. In' neLL}I WbMv»aY4'�nn FYIeM)cwzvl Rk MYpn k LveetloliY Wln W wnelurstlwwn.mtlklw m MIWJId WIOYgcanpnznl,rot eInAryIbT.B9lae uv.11'e dYOnpnel mucl valN'I6 tlwIkR41N o1�YanpNmlelasatlwWAlY1MM'WIWB Ntle4�Ylb Teaaatll �ugdalpn.BacYgkMcaledklo we�++l>Kvwno Y�u.nnlmweemaolclolamarm•o1N.MklbYlkNnI�EY�Pomvlenl aeW MiTeK k Mghlep4etl baMtilYOMbge•enl calmed wllb%NLie pslnlvl f9ryotl PMWtY�N� fw�1�.YPWla' IWa4VM 9dMy WplM:�av�Yun�pdp�Me.R1BN lee ShaeI.MSIle311,NevmM¢II VR�I��y��f1B�pm�M leiryaeFL•3]afp� Job Tmv Truax Type Oty r Ply 31560 13 ;A T. Rat Special GiNer 1 ?- Job Pei I real �"^�nMeon,W,nn�orW�Y. Jaceromnre,r✓3Vz>6, 8.110"Apr133"s"I'ek lndushies,Inc. Tam Jr.B092B:54201] Page t ID:9RWWXO 10EMIidBMos M.DLF7Tq%&IImw Nry+6]IImnL% hm6A0e0• MM L1010 1040-0 1116 1388 16108 L1O10 S11b b-1b 2$0 3P0 Ste. 128. 7x10 2S II B.CO FT 3 6 4 2. 11 4x10= 6. 16 012- 2 6 7 10 9 filo 11 bu4 M120Hs= yN II airs- e OB Mi2CH511 4.10-m 16n8 1388 16108 51010 Sou ao-o azo %ale Oftaeta lXY)- ry'O38 EWa113'Oi-002-011545803-0118038 Edoe1 (9'0-2J 0.2-81 LOADING(psi) SPACING 200 CSI. DEFL in gm) Weil lWTW PLATES GRIP TCLL 40.0 Plaie Gdp DOL 1.00 TC 0.99 VM(LL) -03B 10.11 >]10 240MT20 244/190 TCDL 100 Limbar DOL 1.00 BC 0.99 Ved(TL) -0.5310.11 >382 180M]20HS 18]/143 BCLL 0.0 ' Rep SVess Incr NO W S 0.85 Horz(TL) 0.08 8 We nh BOOL 5.0 Code FBG2014RPI200] Metdx-MS eghL 19016 Fi=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2'ExcepY TOPCHORD Structural eal ral most 50hlng directly applied or 3-S10m purlins, 5-]:918 SP NnE axmpt and vmdics.. BOT CHORD 2x4 SP No.2'ExcepP ceiling BOTCHORD Rigid directly applied or 9-10-14 oc braGlg. 811:2x4 SP SS WEBS T-B.: 2a6SPNo.2-5-11 WEBS 2x4 SP No.3'Except' Fell(2X) T and I braces to grow edge of web WM 1W 4-10,58,7-9:2x4 SP No I,78:2x4 SP No.2 (0.131'XJ')nails,bin co.,yAh 311 minimum and distance. OTHERS Safi SP Ni Brace most cover 90%of wab lengl0. SLIDER Left 2x6 SP No.218-0 REACTIONS. ilb/size) 1=17275-58.8-A58i Max Horz 1=190(LC 12) Max Upllfl 1=-290(LC 9),8=-]42(LC 9) Max Grav 1=1727(LC1),B=a62](LG17) FORCES. (Ib)-Max Comp.Mlax.Ten.-AIL fomes 250(lb)a lees except matin shorn. TOP CHORD 1-3=2859817,8-4=640/12],59328/134 5 -W4W1748,6-7=-804&1]x8, ]E-44]41851 BOT CHORD 1-11-6942446,10-11-202861809.9.10-2195/10833,8-g__-9U516 WEBS 3-11=-248/1507,3-9-2051/533.5-11-741811335,59=-939/478,e3=-270 vftu, 7 9=17615081 NOTES- 1)2-ply truss to connected togelherwitli 10,1(0.131'x3')tells as follows: Top chords connected as fellose:2x4-t row at 0.9-0 W.yea-2 was staggered at 0-90 or. Bottom chords connected as folloyes:2x4 1 row at 0&O m. Wats connected As follows:2x4 I row at 0 80 m. 2)All loads are cmildinetl it,elly applied 0 all plies,except It noted as front IF,or back(B)face in Me LOAD CASE(S)notion.Ply to ply mmetlore have been provitlad to dsbltire only loads noted as(F)or(B),unless thelwN6 Indicate]. 3)Unbalanced raof INe loads have been considered for this design. 4)Wind ASCE 7-10;Vutl=130mph ft second gust)Vam=101mph;TCDL3.Oi BCDl=3.Opsft 12511;B=45B;L oft;thers-Ift;Cat. 11;Ego C;End.,GCPI=0.18;MFRS(dreclionap and C-0 Exlems(2)600 to 3-0-0,Intermit)300 to 51610,ExreMr(2)4-1010 to 7-10-10,Ince rent)108d to 16012 wne;C-C for members all forces 8 MFRS for madaoos shoran;Lumber DOL=1.60 pial. gdp DOL=1 60 5)Provide adequate timing,to prevent mater polling. 6)All plates ere W20 plates unless of anteser Indicated. 7)This truss has been designed for a 10.0 Pat Whole chord Ike load nonconcuhent Win arty oMer this loads. 8)'This truss hes been designed for a Ilse load of 20.0pd on Me bottom twrd In all cress triers a rectangle 36-0 all by 2-0-0 slide will 111 batsmen the toftom chard and any other members. 9)Provide mechanical connection(by others)of lruse to hearing plate capable of withstanding 290 M uplift at joint 1 and 742 Ib uplift at joint e. rmamm�t and stabiai br for not h of this can Ice aired. nesno (.�VNYly3uprrpuxnMNeMaENa MEcwonIsn.aNp M,tv"M1RN aEEENINCEeaaEM1]4Anr.l4AVMIe BEN , cetlgl vdtllaus WYr4mse.utdon, oeb-FIrtdaN al. ."aft,I" aeelm59awn.uMhlu mMNUMLd d,kMgcmm�[xwnl.ml hr6sy[laln eslae uw.INed9atgdarUm moil vulN ane g3lkatllly ol�rgll�ameieimrxl NWxe4 gkeTRiwaR Rtdebp hlo n,e me,tll a} I"aMrV deYJn. a¢agYVJcoledtle pevem Wciyvl. elYgNAxx Mmwetm]/n cMn[I meml¢rsaYY. IFvrA lemF al'mtl FerrnmeniM¢MI M,aOk' Y6.dMylrlmmYwllWan aavadaSNMaevndn 4-,a Fqe anlllule.2le N°.lee 5hce1.5uIk x12 NeWAi Vg°2vTn1 wa.w•r q�+.ara edo•,�r wraex., Ve4e E�MB1 ahG. Job Tis T.Troa OlY � qy T1131•v6pl 131]4TOA 102 pool Spwlel Giller 1 2 Jo0 R...... 0 4onel 6iMirg Componan SepplY. Jackaomllb,FL-32258, 9.110aM13201]MITeX=buisalrc. TM1UJoo800L8 Lg01] PaW ID:RBIbWxOG10EbCIRJBMa2B00u-M1YpNpA%mc5usW2egKYLL¢ABWIIeW LnxLgeCbArB03M LOAD CME(S) MmdaM 1)Dead r Roof Llys(I alsnc ):WmWr Irwresse=l.CO,Plate Immese=1.00 UNtorm Loads(pit) Van:13=-100,3d=1M,5J=4340,8-12=10 QMIIIMia-VMIyOMpn pvnnYlYnW PFAO ROTES gITM6 N/OOIELYOEO WEaaEFEadNCE Pd OEYiIOAn✓Ia1WNI5 aEFOPEYeE. �WN IauediY✓dtE rM1eXW cmiacbiv aemvm 6bm4 MY upm Wm�eten tlpn�.ml blw m MIW M WlMpcmmpxxnt.rol a�a fin.Belwe m.llu bYM�6 '�msl valN p¢4(Yb✓tl1N d tle W Mmrelers atl p W�1Y L'2M+'da@ Xi6 JV Yui Mo Me ovadl New kdtaYsi.[IuuA.�LYaYattOmaddacYg Mlu�aWlnmMte f1 a ML/MI YuiYCM1W ONtlaglCL4tl9 a 1,R. 1.W. LYYMRmMbn rnvJtltb Mn MS RNeYWw1a.218 N.1Pa5ABB1.41b 312 NB[MMb VRZ2J14. Tenp,FL ad9t0 Job Trues Tube Type Ory r ply 1131MO 131]4TOA 703 ROW SpecW 1 1 Iftera MComponent Suppy, Jadrsornille,FL-32258, Job RWermca o tloNel 8.CI?aPpr 13201)MiTek Inal Ind. Thu Jun 30028:58201] Pope1 I0.10-0OWNG10EIdCIiOBMoszB00u-AkNI1WTOM1VOU]BOOVOUCC)HBBD6Fgc3aUtlVoze03L 8-015 10160 1 140 1360 18408 6615 p 91 6 0 290 320 $ab=1291 .10 394 3 1] is 4 6.00 Fl2 e 44 i 1014- 2x4 II SB- a 8 ) A 11 16 9 Alo 3,4 n 4n2= e 'do II 2a4 II 8615 1611A 1368 i6-166 8-015 6108 260 y2-0 PIaM Olisea l%Yl-- 11'D34Ede113;0-4442-0115'Oi-0EOpel 1)42-&024110'03-00.2-01Ill'0-0-0Edp61 LOADING (psf) SPAGNIG- 2-0,0 CSI. DEFL n (Ix) VJefl IM PIATES GRIP TCL- 40.0 Plate Gds DOL 1.00 TC tOo Varna) -0.1810-11 >999 240 MFZO 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Van(TL) -0.3810-11 >534 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 008 B We Na BCDL 5.0 Code FBC2014/FPp1007 Meblx-MS Weight Batt FT=20% WMBER- BRAC&G- TOPCHORD 2x4 SP No.2 TOPCHORD StmcWral wand sheaRYtp directly applied or 2-&1 oc purirs, BOTCHORD 2a4 SP No.2'E=pl' except and veNcaa. 8-11:2x4$P SS BOTCHORD Rigid telling directly applied or 89-4 oc bracing. WEBS 2x4 SP No 3'Excepr WEBS T-Brace2x4 SP No3-5-11 5-9,7-9:2x4 SP No2 Fasten(2X) T and I choose to rarmw edge of web wffil 1 Od OTHERS 2x4 SP N6.3 (0.13t'XJ')nal6,Bin o.c.,wiln an minimum end distance. SLIDER Leh 24 SP NP214-0 Brace must cover 0%Of cab length. MITak recommends Rat Stabilizers and required cross bradng be installed during truss ereaion,In accordance afh Stebillzar Installation guide. REACTIONS. (IWsize) 1=10)8/05-8,8=1229/03-8 Ment 1=238(LC 12) Mex UbIR 1=-111(LC 12),8=-198(LC 9) FORCES. (IU)-Max.Comp.INlaa Ten. Alllomte250(Ib)ortauexceptwrenshown, TOP CHORD 1�1801245,54=-27161422,&7=2718/422,7-8=41)&223 BOT CHORD 1-11--00M320,10-11=-54W41M,910=50114369 WEBS 311=431854,35=-142W348,5-11=284D143,S9=17/&/182,&�30D/128, -9_4292620 NOTES 1)UMelenced root live loads have been considered for Ther design. 2)Wind:ASCE 7-10;VuIL-I30MO(3-second gut)Vasd=101mph;TCDL=S Opal;BCDL4.0pst;IbI B-a5ft;L--24X;aave=1R;Cal. II;Exp O;End,GCpl-0.18;MM/FRS(direNorel)and!C-C Exledor(2)000 to a",Intedor(1)30-0 to 1115,Exlador(P)6 0 15 to 9015,Intedor(1)10 8-4 to 16-8-12 mner"for members and forces 8 MW FRS for eactions shown;Lumber DOL=140 plate grip DOL=1.80 3)Provide telecasts drainage to prevent water ponding. 4)This truss hes been designed for a t0A net bottom a brd live bad MnfAhturenl with ally other INe loads. 5)'11his truss has been designed for a live load of 20.0pst on Rhe MRan chord In all areas More a rectangle 360 tall by 2-CH)wide will Rt between the boRon choN antl any other members. 6)Protide mechanical COnnection(by othem)of truss to bearing plate resume of witfttalding 111 In wilt at)dint 1 and 196It,uplift at loin(8. 7)Warning Additional permanent and statUrly bmdng for truss system(not pan of me comporent design)Is always required. LOAD CASE(SI Standard 1)Dead a Roof Uva(balanced):Lumber ecreere=100,Plate Increase=l 00 Uniform Loads(pR) Ven:1-3=-10D,3-0=-100,5a=-100,642=40 Qwdeased xvUy4=tlenpvemtl=mm4aE4a NOrEa ON rate Wn.1me0 MMus 6EFEa .Ya.E NF]011 nr.meYZOrSaFW. �,Wlolao MYNmMinae&eonrecbo.litdeebilahietl cN4 uppn Vtxanelers m,— ..I is lm mod. 4gpewngrygt ml Inrsiplan�1ae v¢.IMMYOp`leLLya rta151vuay II'agW:KalryoldrLnn rknanatemaid rxanar"I cppwa6MtOabr MOTewertll dY3gtleWjn.B¢1plrtlkaletlhbpeva,Idtli2pdhiTAlluy Mwebmf/w cmrvtlmamtaecNY./aedd MrWaradLermx®1tbmLp k• bdwaya net}Ietllw paNlNadlomrarremedwa HnrvWAel�ivd Ltryad WeKrenY Wnlye. fd yn,evdpXMterB}drpM easier .Yon 2a.tleR/aN.aecYenud brrrlrpolts a — nm PA.ml. MN5VIN1@tlM CM1IMa.PeaMod N]I Y1LlrYeoiTMlLlrl We1VW EnIBK. .HdylreannXcn wdYi M1wn lr�s Ma MMma.holo N.Lea5M1ce1.5J1e.lIR.Ne[mrlrki VR'11J14 Tenq.iL 3410 I Job rrug T.Type . ON , Ply 316606 I13176TOA TM RDDI Spewel 1 1 .Il3nllurorca lWwt l\ BuilEir0 COm0oneM Supply, Jackmmtilk.FL-32256. M19d Apr 19201TMITek IIOMU7111C. T110=jHN28:g6 UU P L 10:?Bj1oWrOGtOEk3Cl?OBMDSRB00u�AFNIIWYONvOU]BDOVGzeCCjH�OeFgc3eUtlVozB03L LOAD CASE(S) St. M Cwranlreletl Load(lb) Ve to=-C $ Q WAMIM-VMhaW��PMNrelenentl DEAD NOIESCN IXS ANOMLYDEO MNEN NERNJ NCEVI4EMF]IAm.la0.YNI5 NEEYNEYSE. �' ceYq�VdNfw�mlV'ellX kYlHOemreclwi M[tluspnk�faNY Ww�Womelers Lwwn.mtl4lwm NN]ud hiMgcwnpolrnl.�wl Mm gaMn.Balwe ua.lla dMbp ¢e muM YaXy IM q{{Y:a•Ally of aeAy�IxEanoleN m]go@lY Mwpaole N6 dabn Yb ll¢oYcd l wo-M ewpYMIT@K 6�fxve re'R.Jea lw•YAilyOglo Peuml Mti®w.lA P°L wTMdeV.V W PCF91YawY(M.Fw TNtl PYawFe�eRiJC Ra Mrakxl Maoae.aaNay.emc4nad d«Jp ollnmecadlnmpNemt LSMl1WRR OYINGNN.DIIdYOq ICN WIIIkOCMOkmnl seas Fem.EM fdMyYbmdon NMW M1cm Ine MIN MIMe.RIBN lee Reel,SUIIedIR.Meemtly.VARR311. Tenpa FL .1.. Job Tluee T—Type • Ory • Ply 1f315606 1 MMA T04 goof Spec'MI 1 I BUNeg Component SLypY. Jacksolmlle,FL-32256, 8.1106 Aprf3201]MITek Iriddlo .do. Thu Jun 809:26:6]2017 Pagel ID:?911oWxOG1OEtlCliEBMoszB00uawX]6rZO MLILo=Npl GW@q_GOCa8dlf Ez803K N-05 10160 1 11b 1366 16106 Yb15 3-$.1 6-8 290 32-0 h10< Sides Ins a4 II 3 4 a0013 1] 16 qq 46G h10= roll 6r7= y 6 ] ii— Iy n fid e 3m h10= 8411 .12= 6 p[4 II 7L15 10-118 138e 'L20 7-&15369 F 200 320 PIMe OB w(Xy)- f1 P2-120P1L I3:0O-80.2-0L ISP3A Edp 117' 2-&P2-6119'03-0 - I LOADING(IMI) SPACING- 2-0O C51. DEEL In goc) -I/tlaB VO PLATES GW TCLL 40.0 Plafe Gdp DOL 1.00 TC 0.]5 Ved(LL) -0.16 10 X999 240 MF20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.]6 VeR(R) -0.32 10 >621 1� BC 0.0 ' Rep Stress lncr NO WB 0.89 HO¢(TL) BOB 8 Na Na BGDL SO Code FBC20t4?Pp007 Matrix-MS WeI9M:Bar Is F7=20% LUMBER- BIUCIN6 TOPCHORD 2xd SP Na2'ExcepV TOPCHORD Structural wood sheathing cloudy applied ort-gl oc pudins, 1-3:2x4 SP SS except and venticae. BOT CHORD 2x4 BE SS'Except' BOT CHORD Rigid ceiling directly appied or 8-2-2 oc bracing 1-11:2x4 SP No.2 MiTek reco no wnds that Stebllixere end required cross bradrg WEBS 2x4 SP No.3'Exdept' be Installed Mr n,Buss median,In ewrordence Wth Stablllzer 5,9,7-9:2x4 SP Nat Installed.garde. SLIDER LBft2x8SPN6P18O REACTIONS, db/aize) 1=10]9/0-53,6=12291 Max Horz 1=299(LC 12) Mex Uplift 1=O](LC 12).8=-193(LO 9) FORCES. (Ib)-Mex Comp./Max Ten.-All tomes 250(lb)crless except when shorn. TOPCHORD 1-3=-153&188,58=2]1&46&8-7=271&468,]3=-118 0241 BOTCHORD 1-11=/OS/1242,10-11=330/6188,9-1R-66N9381 WEBS 311=11&1301,35=-1]34023,541=-3052234,50=-1]66228,6-9=37&128, 7-9=4]]2822 NOTES 1)Unnamed roof does loads have been considered for this design. 2)Wind:ASCE 7-10;Vu8=130mph(3-second gust)Vasd=101 mph;TCDL=5.OIMl;BCDL�.Opsl;h=25X;B=45ft;L=24ft;scow"Ift;Cel. 11;Exp C;End.,GCdi 8;MFRS(Urectlonag and C C E>tedor(2)0i to 3-00,Intedor(1)30-0 to 74-15,Eldedon(2)74-15 to 1084,Interror(1)10-P4 to 16-&12 mn%C-0lot mendo ns ant forces&k4V ITS for reactions shown;Womer DOL=1.60 plate grip D0t-1.6B 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed lora 10.0 pal bottom chord live load nonconcument with any other live loads. 5)'This truss has been designed for a live load o120 add on the batten chord in all areas where a lactea le 3-6-0 tall by 2-0-0wide wM fit between the bottom clwN and any other members. e)Provide mechanical connedlon(by others)of Wes to heading pate capable 0 WXMtaMing 97 In uplift at joint 1 and 1931b uplift at pint B. LOAD CASES) Standard 1)Dead a Root Uva(balanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Load,(pit) Vert:t-3=-100,3L-100,5-)=100,8-12=10 Concentrated Loads(Ib) Ven:18=-466 Q W4MIWf. VMWtlWpnpnnwrm uCeFJO NO]FS pI 111B.•Np MLLWEO MIIEx aEFEMXCE I4eExi]0a m.14aYAI6IEfg1EV4E ce9gr WNIu ume uMY w1m MnakW wmnmckn,Rh C¢YTk�poNY uW�Wm�on:rs Ynun.mn b1wm T]M1tlul hl9rgcwnWml,rot nw Mlern �Iwa:ce.lne[LL'�gd wmAfing.MgNkRIMo1 .nr�"anetemaoon.,VwcwWaforonvlmMn FbX 'r MN[Yp tletlpn auiplvJcaletlebpaYatldd9p WleRXlW amid¢pup/wcnwtlmemR wYY��aM-r llemWW mtl Wn✓JnnldacRy MiTek' 6dwaKraQAaar'.vifi—adrevenicdand �Wa4xapuca✓Jk4ryavJgamrlYdvwpetw9wrnrtlg. MpOrp 1¢ NbKorv.NVaM ge.delaery.weclbnuN dwJrp ollnvaavJ sun Mrernxs9MWVRrr h•yMCAMa,C4kdaaM aL9 WAq� Is. 1 .YSM .xO. bnhly YlbmNAwr avJlle adn lr:6FpR knlllub.pre H.lee Sheet.SIk 31 S.NexnuAx4 VRY1314. Tenpa.Ft]M10 Jab TrISN Trr&s Type • ON • MY T1131580] i 131]OTOA TILS gool5peciel 1 1 l8u'blrq Comporenl3upply, Jxksprvlll, .FL32256, B.itOSApi 13201]M'1Tek lntlustries,Irc. IMJW 00928:50201] Page l 10:?91bWxO010EKlGI?OBMoczBlpufiNVIBReNNOCNVN6.10.8 JOM1PyyJJgIM1oMs2M1]8031 80-15 38-15 1010-0 101F8 1308 16fU8 68 la 200 21-1 -.1 leo 3?o bub =133.0 ]x10 2U II 4 5 2x4 0 &00 12 3 18 4 1] 9N 5�= dLs. ndo= ] e z 1 n 10 3x811 Pro= AN II d12= e 1xd II 8845 1011-0 138-0 1310-0 8$15 228 2B0 1 32-0 PIMe Offsets IX YI- Ii'0.2-12 0. 1 14'015.62-0I 16:0.3-0 Etloel 180.2-&0.2-e1 I10' 3 -2-0) (12'Odb Etl 1 LOApNG(psi) SPA 2-00 CSI. OEFL. In (loo) Waft W PLATES GRIP TILL 40.0 PIab ORp DOL 1.00 TC 0.]6 Va11(LL) -0.18 11 >M 240 M]20 24th9l) TCDL 10.0 Wagner DOL 1.00 BC 0.]3 VerIQL) -03511-12 x500 180 BOLL 0.0 ' Rep States Imr NO WB 0.08 lbrz(TL) 0.05 9 we Ne BCDL 5.0 Cade FBC2014]1PI200] McNx-MS Wagon 95b FT=20% LUMBER- BRACING- TOP CHORD 914 SP No.2 TOP CHORD Structural wootl sheathing diroceyaWfle l or 2-9-1 oc purlins, BOT CHORD 914 SP No.2-Ex ' except ang ve"Idels. 512:2x4 SP SS BOTCHORD Rigid calling dradlyapplbd or]-SB oc bracing. WEBS 2x4 SP N0.3'Ex r MiTek anommerlds Inat SbblliEers and required cross bradng 0.12,8-10.8-10:914 SP No.2 be installed Coding toss erection,in accordance M0 Slablllzer SLIDER Left 24 SP No.21-6-0 Iretalla0onoube. REACTIONS. (IWslze) 1=10]W0-68.0=11M.S.0 Max Hoa 1=S59(LC 12) Mex UPIIf11=51(LC 121,9=-189(LC 9) FORCES. (Ib)-Mex.GonnoN x.Ten. All forces 250(Ib)or lass except wfien shovm. TOPCHORD 13=-150flq 58,3-0�1288I148,6]=2]1&501,]-8=2]1&501,39-__-118D254 BOT CHORD 1-12=-0 W129Q 11-12=68]/4161,1011=]544359 WEBS 312=-054/254,4-12=-450f2811,49=-2432/488,fi-12=3618/410,6-1 R-1]84280, ]-10=-3]2/120,840-_-5192823 NOTES- 1)Unbalanced roof live Ideas have been considered for this design. 2)Wind ASCE 710;VU1=130mph(3sacond gust)V.cb:10lmph;TCDL=S,0dsf;BCDLS.0psp R251;S>Sfl;L=2411;eeva-�18;Cat. II;Eq1 C;End.,OCp1=0.113;MFRS(directional)and C-C EMenor(2)080 to 3Q0,Interlor(1130-0 to 8-615,Exlenor(2)&8 15 to 1054,Intedor(1)105-0 to 168-12 zone;C-C for members and forces&MFRS for reactions shown;Lumbar DOL=1 60 plat gnp DOL=1 W 3)Provide adequate drainage to prevent water ponding. 4)TNs truss has been designed for a 10.0 psi Whom clwrd INe Toed noradca current In any other live loads. 5)'This buss has been designed for a Ilve load of 20.0O4f on the bottom chord In all areas where a rectangle 38 0 MII by 2-0-0 wMa Will fit between the bottom chortl and any other members. 6)Pmvlds Techanival mnnecti0n(by o baso l of ink to bearing plate capable of voin tanding 01 to upl0t at long i and!1139 In not at pot 9. LOAD CASE(B) Standard! 1)Dead+Roof Live(bennc,d):Winner Nwreaea=1.00,PIMe Increase=l.OD Uniform Load.(pIQ Ven:1-0=-100.4-5=-100,6 -100.9-13=-10 Concemrage[I Loads(Ild) Ven:19=488 Q MIRWIa-Y�jF4r•IBnp�rwrnYerW pEAp NaiEt q1 i105RNUW[LUOEO MIIEx REFERgNCE pgaE ME llilnv.lM1YAI5BEfaRE UEE CetlgiudltlMwvaYyxT MIMPocwrec odervenan60sa.1 oNYurx>•�Rar¢itrs]nxn.mtlklamYtlMdJ dXMyccnywvaa.rot Rdoodars. fse W.IMIVY(Iru GaMriw rrxwlveNylregpcWlNoldesbnMmaMasml apalrxicgµqp RitlaprxMonreovaW e�a�0�aawa�I�iry`or�ew toapre�N1°�kme�.lmolw.u.a awr�oi+w alae�a�a�aaar�a�Yra�atn^e�"a�A e WxCUM\Yaffe.tlelx'9rY.peCMn Otltmi-BdBua¢aryJlnueRlarR�e/49/MIi1a�lYGM4DFBA9atl YJI riJInYeOrrOMwrE RRL EW aIA. 9dM Y Ts kbnYbir av Yan inmflMax MRe.RIBN.Iee Slreel.H1p J12 NamMIo.VRZ1J14. iEnp,FL 33a0 Job Trus Trus Type ON Ply 13174TOA TOB Roof Special 1 1 113151i Bmltlinp Component Suppty. JWKSOMIIe,FL-32256, 8.110 S AIN 132011 MITexIlonall.l.II TOU Jun B W20:582017 RVI 1 IDYqj1VWxOGIOEIdCIREBModB0ou(INVIBAIWIGCNVNPch¢IJoi9yj"tdAalfu 31 16110 We 1D61s IO&0160 1188 16109 ZB 4S] 1 SPD a?0 5s II 618 auMa1:36.1 4 699 12 1] 4xs a 10 2N 4.10= 4x60 mD= 9 1 2 rI 11 10 9 e 3m II em= 2[4 II anz= aA II b- 1388 1510.8 SPB 6b0 32 0 PI t OX (X Yl- H'038 Etlg l 14'0-1-10-281 1943-B FAoel I9O3A.O2-01 LOADING(pal) SPACING- 2-08 CSI. DER. In g.) Weft be PLATES GRIP Tea 40.0 plate IDOL LW TO 0.65 Vertga) -0.181b11 >999 240 -20 240190 TCDL 10.0 Lumber DOL 100 BC O.T2 Vega) -0.281611 >T23 IN BOLL O.D ' Rep Stress Incr NO WB 0.95 Horz(R) 0.05 8 We ma BCDL 5.0 Cove FBC2014RPI200T Malix-MS Weight:Its FT=20% LUMBER- BRACING TOPCHORD 9W SP N0.2 TOPCHORD StruoNLN wood sheathing directly Applied or3-103w pudiW, BOT CHORD 2x4 SP No.2'Except' excepteM verticals. III 2x4SPNo.1 BOTCHORD Rigid calling directly applled or 58-5 oc bracing. WEBS 2x4 SP No.3 MITex recommends Thal SlabiOzam end required cros b2dlg SLIDER Left 2x8 SP NV2 I8O Im"hi .alleddudt imss erection,in ecwmance with Slabllixer IntallatlOn uitle. REACTIONS. gldf ize) 1=9191-58,8=91M-3-8 Max Horz 1=408112) Max Up M 1=-128(LC 12),8-299(LC 12) FORCE& (Ib)-MI Comp.Mlax.Ten.-Ail tortes 250(Ib)orless Andi wtlen shown. TOP CHORD 1-3-134MOD,S8=4930910,11930110,78=-8]8172 BOT CHORD 1-11=SM1113,10-11=-118S2834,9-10-1we2935 WEBS 311-1381472,S11�175d820,5-9__-tOeN535,8-9-32L145,7-9-&1991, 3-5-110,1 1 NOTE& 11 Unbalanced mof live loads have bean onsidered for mN design. 2)Wind ABLE 7-10;Vu9=1 Wmph(&second gust)Vasd=lotmph;TCDI_=5VpA;BCDb3.Opd;h=25X;BPMI;I,-246;Anel Cal. II;EV C;End.,GCpi=0,18:MW FRS d edtionab and C-C EVenol(zi 660 to 3",InlerloQt)3-60 to 188-12 zone;OL for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.W plate grip DOL=1.80 3)PmAal adaquffi6 dralrege to prevent water ponding. 4)This India has leen designed far a 10 0 par bottom chord live load rano wunent with any other live loads. 5)'This IIs has been designed for a live load of 20 Opbf on the bottom dwvl In At areae where a reclalx)le 38-0 fall by 2-03 wide All lit between the bo8om chord and any other members. 6)Provide mechanical connection(by others)of toss to boaring plate capade of wMistanding 1281b uplift at Idnl t and 28D IV uplift at Idn16. LOAD CASE(S) Standard 1)Deed a Roof Live Mammal Lumber Incmese=1.00,Male Imodase=l.W Uniform Loads(pIU Ven:1i 499,5-7=499,81 QwN -reen044�p�NIwINeMAEAB Ne]Ea aH]NIaxNO N[LUOEO MrtEx REFERxNLE edeEab)4plw.leIlYt016 BEfOREUEE PW,TIW bveaiyvxTMlhe0ccnwclai.8tdeslDn 64an]or1Y ural R mlelert N[mn.mdNla m MWLf LW Wgcm,yxanl.ml nivayalmn BNw.UI&IMplbpiamvlvehylreq(xcRllNoltlesjy�y.'xr)Iglersaq PlM�wlrBwpa'ale Mde�Mnnlo tl,eovadl IvlSp W1T.9IX:BpBN�nle]aMIxUYen1[wlNp«IrcIMYW lnrawebwyu«ptlmmCavwiy.MUIlgYxlamlaa�Y�wlYaae�1L/¢Bg M k• BaNQri IeQAAd 4Na1.Y�lymdlU pevnnlcd4/e WMF<mq BMW aa3PwedYd�R4"VfaP�'x PwbiCe le07�q Te N4EaIbLSlaaX.tl30vW.mxBmagdacBV«BlvaaMlnnryelemt�tlJBRN14aAIx BTYlq Ol6Matl BCLMYgCpM4nME Boa I4iY EMBetl. alFlx Mwmdon mtl2Khan 1nm RaH BSBAae,21BN.Lee SIre9L 9Ib]12 NemrRlo.VRYld14. Tmrp,R 63910 Job Trues Tws Type . Cry s Pty TI 315E00 1131]4TOA TW Hall Hip 2 1 M Reference Looned) BwIGng Component SL9PY. JeckmnvilM,FL-32256, 13201)MITek Inclusion, _ hugJun 2 :S 017 gel ID:2BbWrt10EkXIMBMmue3uWGM0lythADPHgLRWB5GSMIP130 S]E 10-000 1611 B 1366 16-00.8 &7-115248 p8 2S0 32A &we=1a]o 1k 4 4 6W u n 3 16 h II 56= 46 i who 6 ] 2 1 10 B a ye l 7e10= bq II 4z12= qq II I S)d 10-0480 118-0 161048 it M 2-BO 380 PMIe ORselfil 262-8 60-51 15:038.Edgel 26248 0-248119030 0-2-0I LOADING(Pat) SPACING- 2-60 CSI. DEFL in floc) wan W PI II GRIP TOLL 40.0 Plate Gdp DOL 1.00 TC 0.7) -aft-L) -0201611 -- 240 Mr20 =90 TCDL 10.0 Lumber DOL 1.00 BC O6B V911(R) -0.411011 048] 180 BCII_ 0.0Rep SWss In NO WB D91 Hi 0.07 8 Na M BCDL 5.0 Coca FBC2014?P120W McNx-MS Weight 95 lb FT=20% LUMBER- BRACBG TOP CHORD 2W SP Ni TOPCHORD Stmchurel wood sheathing drectly applied or 2-8-12 oc purlins, BOT CHORD 2W SP No2'Except' except enc Wmi 8-11: tting 2.SP SS BOT CHORD Rigid tadirectly applied or7-13 oc bracing, WEBS 2.SP No.3'Exceph WEBS TBrace: 2x4 SP Nob-SlI 5-9.74.20 SP Not Fasten(2%) T a1M 1 booes to nagow edge of web with 1 W OTHERS 2x4 SP No3 (0.1319G')nails,61n o.c.,wlth No minimum and distance, SLIDER Left 2x6 SP No216-0 Boyce must cover 90%of web length. MITek recommence that Shamans and regllred cross bracing be managed during time erection.In accordance with StaNlixer Installed.guide. REACTIONS. (Infaii 1=10]9T-58.8=1229N3-8 Mex Hi 1=444(LC 12) Max Uplift 1_53(LC 12),8=980(LC 9) FORCES. gb)-Mex.Compl Ten.-All forces 250(Ib)orleas excepterenshown. TOP CHORD 1-3=-1842.4 11,56=-2]14/585.6]=2]14/585,]6-11]&285 BOT CHORD 1-11=-5i 10-11=-79&4203,910=-906r4380 WEBS 311=51]33,35=14]5/413,5-11=261 59=-17916-9-37411 W, ]-&-8001281] NOTES 1)Urfoalanced roof live loads have been considered for this design, 2)Wind:ASCE 7-1G Vult=130mph(3-second goer)Vasd=101 mph;TCDL-5.0i BCD11-=3Dpsl;h35f:B=45ft;L=24ft;eave-Vit;Cat. 11;Exp C;Encl.,Gi S;MW FRS(dhecumnal)and 0-C Sana (2j M-0 to 3-0 0,Iniermi 660 to 168-12 xoni for members and forces 8 MW FRS for readlons shown;Lumber DOL=1.80 plate grip DOLft 60 3)Provide soreness drainage to prevent water ponding. 4)This Wes In been assigned for a 10.0 poll bottom chord live load noncorwrrenl with any other live toads. 5)'Thle muss havi oven flesh had for a we load of OD et on tine botlOm chord In aN areas whare a hamangie 33O or by 2-0A ease x111 fit between the Whom chord and any,other members. ' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53148 uplift at joint f and 180 In uplift at Joint S. 7)W emir,:Additional permanent anti staolllly bredi g for muss system(not pert of this component deslgn)Is always requlred. LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Wmoer Inchoura lAO Plate Increase-1.00 Unllorm Loads gift) Ve1L 1L--100,51 B-ty-10 wEWNpY IyOp�/n{�wNlxPygaFAe N01ESQV xN6INUWCLUOEO IMIEN aEEEPINCE PI0E M14x m.14�itlla BFIONE UWa De4T MObice wry Hoy MlNAcunm:X.vi.Mstle9{x�k[rmYw4Y�4*'m Manalorsnervm.oM Alam ndaNMd�wcdnpxcnl,rot Ivnowers�Ide Up Xp LIM�q Ge4dne�mW verity lfe 4GICWIN of deb�pym�elmsW PMeWIYH�@awn' CaL{x�[�M X'a ovadl �} IJJ'MtbYp�. IM1' ia�i:detlYMlaeYae[ucq�6 o11MM1]�d Mmw�ml/a tivdmar�vrs�/A'.HI[Ibrl lemRWm1F^mvenl lx¢Ind Mllek' ttlwaw�Mwod M[k);MNm1 W gevenledQrtr wXhfcWMi pdavd Ye+YatlgoPenYtl ntgo.fa(wredp43vice�ep�twg Me 12MOIMn Go�Wo.tlNMN.aecmnavl da%9 nllnmesm]Mw M1emL.zMMN/MI OWIYMwh DMdPap CL WaLq CUTdwnl ceWPW EM BMd LMY IreamoXm oWMe pwn I�uflole MInDe.21e N.lee Strrel,SM31 R.NBXTSh 1222-714. Turye,R 33510 JOE T. Tori Type Ply T11316809 ip 2 i13174TOA T0T Hell H 1 .Mb Pn/wm (notional) BMWIrg C. Onwll Supply, Jacespnv W.FL-32258, 8.1106Aprl32017MITek IIWuaMm I= muJun 80923:682017 Pe9e2 10:49]WWx0O1OEUCliJBMOexBOOu-eJ3uWXE W02_fy A NggLMrLB582VOSeP 7T N LOAD CASE(S) Sf d.,d Cmpalli ed Loaas QO) VeG:1&-468 �wnaxwc-vmre yf. .,.:m...naxuoxores ax rxw4xu mctluosn xarsxaEawxreaapsr mw..+opamrsesroasuss. �' µryi Wa wJre4m nunPYeonre::b:z RX�faV,T 6 bm:lmlYUWn Fvrumalen Nunam]k1am MMOx1 MrMp aaillrvw+:1.ml InasysM�bekxe we.IM[uYtlp+le9(yn�musl vetlry Me q{MmamN oltle9{/�IuamelenCN q vMbpuMellk W4T Iola Ewovatll ��.hawlw,r�le�EWae.'�,1M,�aW9nitl.><...,dl�„�ee�l�«�I..em�n�a a�.w��mpwar�P�ma.nlaal� MiTek- aNep baMNya Peweteca9zs Mn lmYie lawdl'9eym]pc{¢M��Wekx 6�:wel PMkntl✓d Te IA:M1:aM.ilaaae,tleWeay. —a- .1 dhM ..n, 1114Iv:1e lae:bNd. '. 9deN lNwmoXm mtlQivnmm L:a FbR MW4e.PIBN.lee 5Rta1.911a J12 NsmvJM.VRYlJ14. ian\'n FI 4vi�o Job T. T.Type • Ory y Ply 11315610 131]4TOq TOB Hell Hip 1 1 Busing Comporlem Supply, Jasvufwille,FL-32258, 9.1106 Job Relarowe 000rWl Apr 13201]MiTeklndl5bipWn TIIUJae00929:00201] Pepe1 ID:?911oWAG1 OEpC11dBMwzhoOu-2VCGjtlrvReWvcpW n toygNN2u0Vme103cAfUBzezz0O9H 5-08 16100 16114 No 10-190 S]-0 S2 8 9 0 290 Y. 720 Suit. 1:37.0 4 6.W 12 1] 3 16 Ort% 214 II 56= 2 M0= 6 ] 1 I� 11 10 B 8 sea II ]rz10= 2x4 11 412= y4 11 NN7:2 10wi 13$8 16108 S]b SM 290 I 12A Plate Ofhets(Xyl-- I1:030 Etl0el I51038 Etl0el p"62E 0-2-81 10:0-3-0,D-2-01 IAADING(pd) SPACING- 2-00 CSI. DEFT m floc) Wall IW PLATES GRIP TCU- 40.0 Plate Gulf,DOL 100 TO 0.J8 V111 0.211011 x960 240 M]20 244p80 TOOL 10.0 Lumber DOL 100 BG 0.]6 Vei -0.42 1011 a4]4 ISO BOLL 0.0 ' Rep Slreea Ina NO WE 0.09 NOIzjTL) O.W 8 We We BCDL 5.0 Code FBC2014RPI200] MMrSI-MS Weight:94 Ib FT=20% LUMBEW BRACINO- TOP CHORD 2x4 SP No.2 TOP CHORD Stwo ucluml wood sheathing directly applied or 2812 co pudirs, BOT CHORD 2x4SP top. 2'Except' except etq verticals. 9-11:2x4 SP SS BOTCHORO Rigid calling directly apilletl Or]-13 or,bracing. WEBS 20 SP No.3'ExcepY WEBS T-Brace: 2x4SPNoS 611 S9,]-9:20 SP No.2 Fasten(2g) T and I bosses to mance edge of xeb With 1 Od OTHERS 2x4 SP No.3 (0.131-x3-)nails,61n o.c.,Wlth Sin minimum end distance. SLIDER Left 2x4 SP Nat)1-e-0 Brace must pi 90% A web Willi tell recommence that Stabilizers and requlretl cross bracing be mordletl ouNg mora erection.In accordance v9th StadllZer Installation tattle. REACTIONS. hNsize) 1=101r&AlecaNpdd,8=1229/038 Max Hat 1444(LC 12) Max Uplift 1=5112),8=-180(LC 9) FORCES. (b)-Marc Comp./Mex.Ten.-Allforces250(Ib)orlessexcept Mensbown. TOPCHORD 13=-1640/110,SS=2]1&585,6]-2]1&585,]-8=11]]285 BOT CHORD 1-11=-540/13]5,10-11=)99420$410=-90&4381 WEBS 311=-48/]15.3-5-1437/410,5-11-2904i!262,Se=1T92/348,691 ]-9=-60(281] NOTES, 1)Unbalanced roof live loads have been consideretl for thle design. 2)Wind:ASCE 7-10;Vult=130mph(3 second gust)Vasd=101mph;TCDL=S.Opal;BODL=3.Opsf;R25ft;B7 ft;L--24ft;aerve R Cal. II;Ela C;End.,GCPiisi MFRS(directlonag and 0-C Extedoj2)0-00 W 30-0,Intern 30-0 to 111-1392.;C-C for members and fomes 8 MFRS for reactions,shown;Lumber DOL=1.60 plate gill,DOL=f.W 3)Provide adus to drainage to prevent Water ponding. 4)TMs trove has bean designed fora 10.0 pet bottom chord It load rwnconcunent With any other live IOads. 5)'This truss has been destined for a If.Ioatl of 20.Ops1 on tre boron chord'm all areas Ms.a rectangle 3-6-0tall by 2-() 8de ellh between the bottom chord and afy other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of Was to Oeadng plate capon,of Withstanding 5316 uplift at joint 1 and 180 to uplift at Iron S. 8)Wem9g:Monitored permanent and stability bracing for truss system(nom part of tris component design)is always required. LOAD CASES) Standard 11 Dead a Roof Irve(baloncad);Wm0er Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Veiled-100.5-]=-100.B-12=-10 Q A'IIMb-Vaa/4E�P�•1Yxe•noa.a..Os]ID ...1.1a MrtExaEFEPEX[E IIOE MCFIAm.I.IseFfOPEYY m'3ro on,4MIMIlebm cora . mor Cnlyil v.mv,em1 urs—ren Wrmxtxgkb on xMlN?M rooming cwnGuwmt rot TTine.Before mi tlbui lobes malN free le 11Y ouofdei Mtl rave—afoaY r l CrlPGdd aMdaUn MwO Ao l aaru e9aegl. u oW ®ae9. ed.rof eemfwerule«edraaaesvebmd/a«,erdlnanr».env.,mwme.lmmwmdl�ma,emeracnc M!Tek k[Mnyogled fmllrWxioeMdelivery W to p.doungaBMvnp00dep1wars, yutlWnl lteeilTery9 delete, Wrcollfue 9aCJ4gmIpMpIN 1104 Pake t4Nr Ydhum. 61m ,zaNpreet ntuZ Oe.mV.MU. EM 9atl. T.1ry..Fl 3ae10 JOU Truss Truss TYge • C0' t RI] Tf 1315816 191]6TOA T68 Wt HID 1 1 JOU ReiereaIe(notonal Building Com6on6nt5upply, Jacksonville,FL-34256, 0.1106Agr lu aul MBlndueld Inc. Jan a2k0621] Rage2 ID:?B1aWOtOEC1?tlMa0u2Vj�roROWpWnewWWYmeKUrzhH LOAD CME(S) Standard Goncentmled Loads(Ib) Ven:10=468 AWPgNM6-Vxlry!•a'gnpxamxanerW qapOMOiE3 qI IM6IN0 wct UOEO lN1Fl(gEFEMNCE PP6E Mtr10Am.1MViW6BEFn/IE USE c�aa�.,w� vnm nmlPy - _I �a ry >o�wla•a .oa elo�m�nuia r.Aalwwl�l.nol I¢s bnle %r .I ( ^4 Iw�IN IM 4Y>V- AIrye�UuyplManalenm]pcWavncaMab Xa[ nblo llw Dues IPt6p<kLp & B A' •+] I YIIA IIrvJIWJW U oq/aclxxtlmenY.la sly.OtldMld Mnp uyagpxnp¢nidu:llp a w,.,w�»�aA»a u.ln.,,el r. nwmw y...i tW.yudwwd*r.A.nro..rarwlwavJaare a6oero Wre MiTek- llat<Innl.o w a.:mnmYn ha Imses«wm m seMltl/IPII GIWycmde,oxarmetaleulMna�lmx�.al saw v.x.E. 1. sw.W neoimanan mwru ' �1 Hkl .zlervL sere lsJre 9lznamad.vAza3l4. ,.a In axlo Job Tam T.Type City s Fly 13174MA Tog Jack-Clued Order 1 1 711315811 ob tlIXwComponent alyJaak9anaFL- 8.1108Apr 1321]MRekln 0 eII Its. Thu Job 809 21317 Pap ID:troWO1O6I2dMW -W AxD %BRemE _Ix$mvFOIAwH,IbWA?B0 364 3S0 mala LIIA 2 3 4.00 Hz zea i e ]Roza Sd = v, 11 4 3 S4 35d P18WOtseNDCVI-- 1110300-3-11 LOADING(,so SPACING- 2-OO LSI. DEFL. In (Roc) fici 141 PRATES GRIP TOLL 20.0 Wale Gap DOL 1.25 TO 0.35 Varl -0.03 " >999 240 wl!0 244/190 TCpL 10.0 Lumber DOL 1.25 BC 082 Ven(iL7 -0.05 SB >832 180 BOLL 0.0 ' Rep Stress Inc] NO WE am Horz(Ty 0.01 t We Ne BOOL 10.0 Cade FBC201,brIr 2007 Metrix-MP Weight 1516 FT=20% LUMSEW BRACINIT TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing d'fectly applied ora S9 co purlins, BOT CHORD 2x6 SP No.2 except and!verrcak. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applietl or9-012 oc bracing. MITek revismor ds that Stabilli ers en be Installed pure,mass sme8on,in ec==,= Installalan guide. REACTIONS. (Ib/elzej t�ee/058,5dJeMMechelncal Max Horz 1�6(LC 21) Mex Upllt 1=52(LC B).5=-T/(LC 8) FORCES (Ib)-Max.Com,flAax.Ten.-ARI forces 250(Ib)or less except when shown. NOTES 1)Wind ASCE 710;VUlb:1 301(3-second gust)Vasd=101 mph;TCDIr5.0psf;BCDIa5.0ps%fi X;13 1511 L--24M 6eve71t;Cat. g;EVC;End.,GCpii.18;MFRS(dbec6oni Lumber DOIU1.60 plate grip DOL=1.60 2)This truss has been resigned for a 100 par bottom cl,rd Use load nOnconcunent Win any other live loads. 3)•This ws9 has been designed for a live load of 20.0psi on the bottom chovl in all areas s4ere a eeclal,le 35 0 tat by 2-0-0 red. sill fit bantam the bottom chord and any other members. 4)Refer to g8degs)for truss to toles contractors. 5)Prou lde amoral connection(by others)of tense to bearing plate capable of vAthstfinding 5216 uplift at joint 1 and TT It,Upiit N joint 5. 6)Use USP THD26(With 16tl nails into Girder 8 NASD nails Into Truss)or equivalent at 1b-12 from the let end to connect tours es)to front lace of botam chard. T)Flt all nail holes where hater Is in contact lath lumber. 8)In the LOAD CASE(S)section,loads applied to the lace of the Pass are III as front(F)or beck(B). LOAD CASE(S) StandaM t)Dead+Raper Uva(balanced):Lumber Ioomanx-1.25,Plate Increase-1.25 Unit.Loads(PH) Ven:1-2=50,2-S=-20,9-6=-20 Concentrated toads(ID) Vert 8=-1065(P) Q wARNNe V, l ,aeoenP.+mae w.neuuouoresox rmsaxo wct uoeo xvlExaerewxce vafiexn]m,...rooarson.seues. losial lwuss aYVMm Mr.-Ti int Jesh.,I,.0 uvts-nu-i us NowmaelwmlMi'NMnI Is. cava L-1 Nmeaten..-,-1M aAeAp deA}nr.'ri e,e RM1cRl1N a de ion r+. m...woceev. s..IM pests,nto me orcdl d.TX1 rne,aai' sogvlal t ro pevanl ns,,uirgNMAMxl lneweD CMea clava memo uir.MtlPvd lemMw aW Rs-1 bacbp e aawua��vAed x,n�xr..mr�,dmwa.�nlcwa�wmwrwr»>«a k.ryaq Ptt�.rlYdmrcNe.ra ea�aa Pxdaw.meoarere pYk:alYm nwnae.MlMery.aecMadhocbpdR,.asandlnmryilenW fee/,N91/MIOYhCM�k.19dY vpeL9 YpgCunPu�wa Nei e.b Fav BW. ad.n 1rxa...non o+Nene nom 1�RON mann,zlerv.Leeslaet.axN 9Iz a.w,alavnzzsl9. r.,,F.,a aN1. Job Trim Trus Type • DIY • pty 131]4TOA 710 Pod SIIedN Girder 1 i 11316812 b Ref eullwnp CamWrlwn elypry, uaCIt5011V1IM,s1.-32258, B.1losApr 19201)M1Tek IM ......co, muJun 30929:03201] Pepsi ID:9g1oWID tOEk3CI?dBMceaB0 IOLv M3uUTGFMPEUEgWV AUM5 Fu 3E 1903 4162 B613 1459 P 9 29031OD 13114 1639 1P108 1-132 3A0 1411 32-0 Zea II Sola-1:11.5 5 ms 4 Bao 12 6,121 S ocer _ 2 2w ails= qd )xlo= ) e 4 IIN �1 14 20 13 12 tt ID p Nle II 2W II aeto= IQh6M%4MS= 'pa 1 5x12= 3x1 II NAILED JUS24 MIUM) 190.2 610.2 9x-13 13119 1809 18908 11P2 300 6611 6611 290 321 Plate OYNMa(XYI-- I2'a+e O1-121140.2-002-0I 15:02-0GO-121.18:638 E0 1 fID'0.2- 2111Y0]-12 Edger LOACIHG lice) SPACING- 2-09 CSI. DEFL. In (los) Ad" IM PLATES GRIP TOLL 40.0 Plate Grp DOL 1.00 TO O.W Verl(LL) -0.3211-12 x749 240 M]20 24VIN TCDL 10.0 Lumber DOL 1TO BC 1.00Vert(LL) -0.81311-12 s359 1W M18SHS 24+4190 SOUL 0.0 ' Rep Stress mcr NO WB 0.99 Horz(TL) DA2 9 Na No BCDL 10.0 Cana FBC2014TP200) Matrix-MS 'eh" 118111 Fr=2a% LUMBER- BRACING TOP CHORD 214 SP No.2 TOP CHORD SIIucMel wood sheatNng dlredly applied or l 10.3 cc WMm, BOT CHORD 2x4 SP SS except and ve al WEBS 2x4 SP NOS'ExcepP BOT CHORD Rigid telling dlrec0y applied or 8-2-2 cc bracing. 6-10,810:2x4 SP No.1 WEBS TBonds 2x4 SP N0.3-392,46,612 OTHERS 214 SP NDS Fasten(2X) T and 1 braces to narrow edge DI web Win 1 W SLIDER Left 218 SP No.2 2-1-11 (0131'k ')nails,an 0.c.,wlth Sin minimum end distance. Brace must weer 90n4 of web length MlTek recommendds that Stad"em antl required cross pacing he InstLletl ounce truss erection,In accordance with Stablilzer Installation guide. REACTIONS. (tHo 1=444(LC 58,9=1fi1]N-3-ti Maxev Holz 1=+44(LC 8) Max Uplift 1=-161(LC e),9=15](LC S) FORCES. (lb)-Mex.Comp/Mex.Ten.-All tomes250 g11)allows except const shown. TOPCHORD 1-2-MlA16,28=-144&275,34.2628135,6-)_385&300,)-8=-3652c300, 39=15461164 BOTCHORD 1-14=65]2511,1314=8662588,1243=884/4528,1142=-384/59+4,1011:461/6145 WEBS 2-14=8)052,2-13=17YJO)5,313=-nW00,3-12=-2331/310,4-12=-49/1901, 4d=2609291,512=3781/0,6-1g=-28]9/1]3,)-1g=-3138/132,6-la=-30]Y380er NOTES- 1)Unbalanced mf IIVe lo0ier have been Considered for this design. 2)Wind ASCE 7-10;Vult=IWmph(3-neoond gush VmdG l0 mph;TCDI_5Dpeq BCDL=506,51;h=25tt;6451t;L=24X;save=oft;Cel. II;EV C;End,.GCO=0.18,MWFRS(dlrechom);Lumber DOL=1.60 plate grip DOL=1.60 3)Pcoode atlequ lm drainage to prevent is,pondirg. 4)All plains are+4320 plates unless olpelw'1se masted. 5)This lone has been de39^ea for a 10.0 ped Boman chord We bad..,.I win airy o91d Ice beds. 6)'This Wes has been designed fora If"load d 20apal on the Whom clsrd In at areas whem a rwtarlgle 360 Tell by 2-0-0 wide will fit between the bottom chord and any olds members. 7)Procne mechanical connection(by others)of truss to basing plate capable of whhstaMing 181 lb uplift at joint 1 antl 157 to uplift at jdni9. 8)Lon case(s)1.2,3,4,5,6,7,8,9,10,11,12,13,14,16,16.17,18,19,20,21,22.23.24,25,26,2),26,29,30,31,32 hae4rave been modified.Building designer must resew loads to verity that they are coned for Xe intended use d me adds. 9)Use USP JUS24(With 1N rats Into Glrcer 81Od nails into Tose)or equivalent at 2-114 from the left end to carried Wss(es)to front hate of madden chord. to)Fill oll real holes where banger Is In soman Win lumber. 11)'NAILED'on iples 31Ori(0.146'X&')or 2-121(0.148"x3.25')toe-reils per NOS gralmes. 12)HaWer(s)or Inner wnnwNon devlw(s)shall he pmctled suXiuent to support concentrated foad(s)104 in down and 121 Ib up at 1-10-2onlopchord. The de519Nselectionof such ounmection Cassels)is Me reftemodlltyof Brom, A whowl eweremim nnnl•nWaE1e XOIEB pI]Iy4Np NCLVOLOY/EN MIiAENLE P1aEMN9nr m asyc59EFOPEUSE. Oaflyn wM1 ru us otlV NT MIbkPJ�mweaen.aitlBiPr eMedwYYrPNr ppwnale¢Nmwt Mtl alw mWIWAW Iu1tlNq mnq»mi.rot dI.=nn�N[cTp kNFatM�oi par®limn Jlp IkefA�ttl Mwa6arcUdtlmoNyn MtlMrt'1 lampxwV wWblpwa✓IrieMdxlrw e wanrawuau x..tunrn.tlropewnlwmr.rmm Pomla nw+wrAMrvwmpropartvawors9a.ro,9are1a 913m.:e�a9.aa D,a kMe • Ece UeenrIMrtown .ticm. -Dow Rmir.pol1.amwJMSM@rrn�.1R/IRI LMeY1FGMIerW.OFXJ9aM eCeIWNpCpnpOMn1 T MIDM. eaR1y IrxanpXm ov�llxe atm rywpMeMMe.21e N.Iea SPral.9lla J12 PHearxxki VRYLt11. Ti,T•rrys,FL na91D Job T. Tmss Type . Ory . Ply II 131)4TOA T10 Hoof 6Pact el Girtler 1 1 T1131581T L-'a Canpoea1 Slpply, Jazkmnnlle,FL-32258, 8.110 sApr 13201]MITekIMlw[nea ltc. Thu Jun 809:29:03201] Paget NOTES ID:19jtoWx 10EMI?d9Mostfi .0 tOLsery3uUTGFMPEUE?gWVRtbAOxK6 WFut 3E 13)Warning:Additional permanent and stability bracing for buss system(not part W this component design)is assays required. 14)In the LOAD CASES)section,loads applied to Me face of the[mare are noted as front(F)or back(R). LOAD CASE(S) Standard 1)Dead+Raaf Use(balanced):Lumber Increase=-1,00,Plate Increase=loo Uniform Loads(pit) Vet.1-2-100,200,9-15-20 Concentrated Loads(M) Vert:2-13(F)14-36(F)18=-468 20-644E) 2)Deed+O]5 Roos Lim(balaeced):Lumber Increase=1.00,Plate Increase=-LAO Undorm Loads(pin Ven:1-2-_-60,23-80,3-5-e0,6-8=30,8-15=-20 Concentrated Loads(tb) Vert 2=-13(F)14=32(1`)19-431 20=-538(F) 3)Dead+Uninhabitage Aibc W IMeut Stemple:Lumber Increase=1.25,Plate Increase-1,25 Unhorm Loads(pro Ved:1-2=-20,23=-20,3-Y--20,6E=20,9-15=40 C canrratec Leads(lb) VeR 2-26(1`)14-21IF)19-358 20-319(F) 4)Dead+0.6 MFRS Wind(Pos.Internal)Lek Lumber Increase=1.60,Plate Increase=1.60 Uniform Leads(pit) Vert 1-2=13,2-3,4,3.413,5622,415-10 Hoe 1-2=-23,3 5s-23,5�15 Dreg:23-0 C«wamrated Loads Ob) Ven:2=18(F)14=25(F)19=-186 202](1`) 5)Dead+OX MFRS Wind(Pas.Intema)Right:limber Increase=l.6q Plate Increase=160 Uldfonn Leads n D Vert:1-2=19,232$3i-19,fr- t ,9-15-10 Hort 1-2-29,35-29,55=36 Drag:23-0 Concentrated Loads Obi VeR 2=36(1`)14=25(1`)19-186 20-87(F) 6)Dead+0.6 MFRS Wind(Nag.Internal)Left Limber Increase=l.6Q Plate Increase=l M Uniform Leads(pin Vert:1-2=-311,2-3=21,3-5-30,e-8=21,9-15=-20 Here:1-2-10,3 5=1 0.5323 Concentrated Loads gb) Vert:2=121(F)14- fl 10=38]2027(F) 7)Dead+0.6 MFRS Wind(Neg.Internal)Right:Lumber Iincrease-1.60,Mate Increase=1.60 Uniform Leads(Pin Van:1 2=6,2-3=-21,3-46,63=-21,9-15=20 Here 1-2-14,35-14,56=3 Concentrated!Lords(Ib) Vert:2=96(1`)14=32(F)19-3352 -97(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)tat Parallel:Lumber Increase-1.80,Plata Increase=160 Unit..Leads(pin Ved:t-2=31,2-3=31,3-5=31,6621,9-15=-10 Hors:1-2-41,3-5=41,53=49 Drag:23=-0 Concentrated Loads(Ib) Von:2=13E)14=25(1`)19=-2092021(Fl 9)Dead+0.6 MWFRS Wind(Pos.Internal)2M Parallel:Lumber Incrasse--1.6i Plate Increase=1.60 Unit..Leads(plo Vert:t-2=16,2-3=16,3-5=16,66=16,915=90 Hort:1-2=-26,35=-26,546-34 Drag:2-3-0 Concentrated Loads Ob) Van:2-WE)14=25(F)19=-236 2027(1`) 10)Dead+0.6 MFRS Wind(Neg.Internal)1st Parallel:Lumber Increase--160,Plate Increase-1.60 Uniform Loads(pin Vert:t-?=21,2-3=21,35-21,6.9=-21,9-14-20 HOU:1.2=1,35=1,56=9 Cotcenuated Loads(Ib) Van:2=112(1`)1422(1`)19-33520=9)(1`) 11)Dead+0.6 MW FRS WIM(Neg.tntemal)2nd Parallel:Lumber Increase=160,Plate Increase=1.6O Uniform Leech(pit) Vert:1-2=-21,2-3=-21,3-5-21,&8-21,415-20 Hocc 1-2=1,35=1,562 COncentratad Loads(Ib) Ven:2=112(F)1422(1`)19=33520--97(F) 12)Dem: Lumbar Increase=0.90,Plate Inaeasa=0.90 Pit,metal=0.90 Unifam mads(pin Van:1-2=-20,2-3=-20,33=-20,6-8=-20,415=-20 Corcentate!Loads plan Ven:2-13(1`)14-14(F)19=321 20-222(1`) NI.-Wn9x~9.n sno PFA.ma.CN use WCLYOEe MIER PE9MNCE..a ]IAnr IO9YNISBEEaaEa9E �1 WMbraeaNYrMa MbAdDcmwectwx. lttlaayn 61mv1 oNYup�n paareiers9gwn,wd klw m M19ugd MM�gcomri-�.1.rot oul W �9atghMcal po geven�IM L YB a�MMI'Id In�mN ebe w dmwen�Ners YAM 1eeln�Mw�aduenno roussr a LdwaM1 realrare LuiMlYYatlbV ncc114re y9hlP�la Mrwax k3uyatl PonenY Mneme.rw9ere,aerlbca T"Iaa611e M ek' kLlcaM,.ilwoaB.�MelY.xecMlaMlm TpoehlvesaW mingslelM seBWM/IFnl puIY CIY.M,hMd9agaey lW`q C4alRaa�x v.FL 3fMY11Emnekpn wdA2K hon Nm Rab NMBe,RIBN.L9e STee1.SJR312 NamMF VAY1a11. T.Iree,FL 33610]3910 Job Trans Trude TypeGly • ply 711315612 131]4TOA TIO Root Special OlMer 1 1 Job RaMrerce a 'arel Bulltllnp Component Suprc ply, JksvilN,pnFL-32256, B.tIO S Apr132017MReklumatr s,Irc. laHJW 809,29:032D17 Popes ID:?gWWx0GtOE03CI?dBMossB0Ou IOLvenj3JUTGFMPEUE79WVw AOx BMFUx0O3E LOAD CASE(S) Standard 13)Dead+0.75 Roof Lim pial.)+0.75(0.6 MFRS Wind(Neg.In)Left):Lumber Increase=l.W ,Plate Increase-1.S0 Unit.Loads(aft Von:1-2=67,23=81,3-Ae],6-8=-el,9-15=-20 Harz 1-2=7,3-5=7,58=33 CoNentrated Loads(lb) Ven:231(F)14=24(F)19=48020=11(F) 14)Dead+O.]5 Roof Live(baIJ+OJS(0.6 MFRS Wind(Nap.Int)Rig01):Lumber Imam e=l.6q Rate Illcresse=1.60 Uniform Loads(pro Von:1-2=-70,23=61,3-5=-70,68=61,915=20 11021-2=10,3 10.&O=5 Concentrated Loads(ID) Ven.2=]2(F)14=24(F)19=-041 20=41(1`) 15)Dead+0.75 Rooi U.(bar)+OJS(0.6 MFRS Wind(Nag.lnt)1at Panelist):Lumber mtrease=1.60,Rale lrwreass1.60 Unitmm Loads(pit) Vena-2=81,2-3=81,35=01,6-8=EI,9-15=-20 Hae 1-2=1,35=1,56=a5 Concentrated Loads pb) Vert:2=8C(F)14=24(F)19=-041 2(NAI(F) 16)Dead+0.75 Root Live(Def.)+0.75(0.6 MFRS Wind(Nap.Int)2nd ParalleQ:Lumber Increase=1.60 Rale Increase=1.60 Uniform Loads(pfJ Ven:i-2=81,2-3_-01,35--81,6 -81,9-15_--20 H021-2=1,35=1,56-6 Concentrated Loads(lb) Ven:2=84(F)14=24(F)19=441 20Al fl 17)let Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(pIQ Vat:1-2=-100,2-3=100,3-5=100,6-8=-20,315=-20 Concentrated Loads(ID) Van:2=13(F)1b—Mfl 1a=4682 544(8 18)2nd Dead+Root Live(untalented):Lumber Increase=-1.00,Plate Increase-1,D) Un0onn Loads(of) Ven:1.2=-20,23=-20,3-5=-20,68=-1 00,9-15=20 Concentrated Loads(Ib) Net:2=-104(F)14=30(F)191 20=- 4 (F) 19)3rd Dead+O.]5 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase-1.00 Uniform Loads(pp) Vert:1-2=60,2-3=-80,35=60,W6-20,9-151 Concentrated Loads(Ib) Ven:2=-13(F)14=32(F)19=43120=508(F) 20)41h Dead+O.75 Roof Live(unbasnced):Lumber Increase=1.00,Plate Incresse=1.00 Uniform Loads(pdf) Ven:1.2=2a,2-3=20,3-5=-20,68=W,9-15=-20 Cormarr aced Loads(lb) Ven:2=.82(F)14=32(F)19=43120_538(F) 21)Reverse:Dead+0.6 MFRS WIntl(Pas.Internal)Left:Lumber Inianno l.6q Plate Increase=d 60 Uniform Loads(on Ven:1-2=13,2-3-4 ,3-�13,68=22,995=-10 Herz:1-2=-23,3-5=-23,56=15 Drag:23—O Gmlcentraled Loads pb) Van:2=72(F)14=38(F)19=-18620-25W(F) 22)Reversal:Dead+0.6 MFRS Wind(Pos.internal)Right:Lumber Increase=l.W,Plate Increase--1,W Uniform Loads(pit) Vert:1-2=19,23=22,3E I9,68=14,315=10 HOM 1-2=29.35=-29,55=-W Drag:23--0 Goncent ated Loads(Ib) Ven:2=7P(F)I4- S F)19=106 20=-258(F) 23)Reversed:Dead+0.6 MFRS Wind(Neg.Internal)Left:Lumber Increase=l60,Plate Increase=l 60 Unit..Weds(plf) Ven:1-2=W.213 i-30,6-8=-21,9-15=-20 Hot.1-2=10,3-5=10,56=13 Concentrated Loads(lb) Ven:2=-9(F)14=-16(F)19=36720=248(F) 24)Reversal:Dead+0.6 MFRS Wend(Nap.mtioni Right:Lumber ncrease-1.60,Plate Increase=l 60 Unlrortn Loads(,to Vern:1-2=6,23=21,3-5=6,6.8=21,915=20 Hort:1-2=-14,3-5=14,58--f Concentraled Loads gig Van:2-1](F)14=18(F)19=33520-248(F) 25)Reversal:Dead+0.6 MFRS Wind(Pos.Internal)tat Parallel Lumber Increase=1.6q Plane Ihima e=l.W Q WIMNO�YaP/4�Ipn(AnpEMaFAaNMEa aN INB a.M'CLVOEO AIIIEa mess EE Fare ai nr.le4YdI5IEEONEY60. WprrWpMm CMN Mlek6 eaYccMs.Mide9mkWstlaYYaWnVaannlars Nwwn.oM prarminNKAM dIMp errant rot Lmand n.8Ww 9¢aeditldasyyra�n„nlw,IlY ew m}k2ilry oltla4ar pxmreiertm]gc{¢4Yk,caWrofomoraynNb Me ovorml w+IM�doodd,d"Nal mabtlo wka nBlaM'pa"M°Ine ras a °�i eY"e.ea.D"4a"n"'eru a°ekewarare�ilrr9 'a"Iamm MRee sailsial ideal e0.wo3e.aeNay.erecter atl sm.viiu¢mp✓shoor lxnu waVI add . na.Wb,bsed9Yq aCA WYIIq Compmnl T, K.,a f>IYMyebnrmon m'dWaYan Invflob FAMe.RIe N.lee Aeai,SJIe 312 Plawrtlkt VRY[311. Tmrye,FL aM10 Job Truss Traces Type i Dry ply 315612 131]4TDA 710 Rool Special Glider 1 1 Job Mhrence c ormel Suilplp Compornnt6uppry, JeGddrville,fL 32256, &110cAp132017IOLmjj uUTGFPEUE? WVn A:29:0BMF1 age ID:?BltoWxOG10ElOCYMSMoeiBOp1�8010Lvenj3uUTGfMPEOEtpWVwIDAOxK5631EFuz603E LOAD CASES) Standard Uniform Loacs(pit) Ven:1-2=31,2-3=31,3-1x31,6-81,9-15=-10 Horz:1-2=41,3-5=41,5-e-49 Dreg:2-3 -0 Conceolreted Loads(Ib) Ven:2-72(F)14-38fl19=200 20-258(F) 26)Reversal:Dead+D6 MWFRS Wind(Pos.Interned)2M Parallel:Lumber Increave=1.60,Plate Increase=160 Uniform Lose(plf) Van:1-2=16.23=18,35=16,&8=16,9-15-10 Hom 1-2-26.3-5=28,5-8=34 Drag:2-a=-0 CaKantmtea Loans(Ib) Ve:2-]2(F)1b38(F)19=-23620-2W(F) 27)Reversal:Des+0.6 MFRS Wind(Neg.Intended)tat Parallel:Lumber Increase=l6q Plata Irawass=1.60 Unnorm Loads(pit) Ven'.1-2=-21,2-3=21,35-21,60=-21,9-15-20 Hors:1-2=1,35=1,56=9 Concenhate Lose(Ib) Ven:2=-16(F)14=-16(F)19-33520-248(F) 28)Reversed:Dean+0.6 MFRS Wind(Neg.Internal 2nd Parallel:Lumber Increase=1.60,Plate Increase=160 Uniform Loads(,IQ Van:1-2=-21.2 3=-21,3-5-21,68_21,&15=-20 Ho¢1-2=1,35=1,55=9 Contemns Loss(lb) Van:2=-16(F)14=46(F)19-33520=-248(F) 29)Reversal:Dead+0.76 Roof Live(bar.)+0.75(0.6 MFRS Wind(Neg.Int)Lett):Lumber Incresse=l 60,Plate Increase=1.60 Umtdm Lose(p8) Ven:1-2=37,2-3=31,9-5=3I,e-0=-et,9-15-20 Hom 1-2=7,8-5_-7,56=33 C enbats Loath(lb) Ven:2-10(F)14=-29(F)19=-080 20=d2B(F) 30)Reversal:Dead+0.75 Roof Live(bell+0.]5(0.6 MFRS Wind(Neg.Int)Right),Lumber Increase=l.co,Plate Increase=l.W Uniform Lose(of) Van:1-2=-v0.23-81,35-70,6 51,9-15=-20 Hom 1-2=40,3-5=-10,56-5 Concentrated Loads(ID) Ven:2=-16(F)14=-29(F)19=44120=428(F) 31)Reversal:Dead.0.75 Roof Live(MIL)+0.75(0.6 MFRS Wind!(Nap.Intl tat Petalled):Lumber Increase-1.60,Plate Increase=1.60 Unitorm Loads(pit) Ven:1-2-81,2-3-81,3-5=81,6 6=51,945=-20 Hou:1-2=1,3-5=1,5-6=6 Concentrate Loans(Ib) Ven:2-16(F)14=-29fl 19-441 20=426(F) 32)Reversed:Dead+0 75 goal Live(lan)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.80,Plata In chase=l 60 Uniform Loads(lNQ Van:1-2-81,2-3=-81,3-5=-81,6-8=81,9-15=20 Hou:1-2=1,35=1,55� Concentrate Los&(lb) Ven:2=-16(F)14-29(F)19-441 20=428(F) Q eassa -ramal4rppnp✓miamen48FAp xolES danae4ad MCLudadamaxeeree4Ncev4vexer4na..taamrsa[weevs4. l- Deagm-ficif useme9Y#,Mlek&co-,-INssle ,hLmrf mgr Nnn HTmiolers Noir utla 1umlr '4YAgc ,-,mmNi InuiMaa�lme�.mma MAWnp W49 mutivalny mM apAlcaMlN o1Ce9rym yanrelenuvl papafy Mupw�M6'ibmlNa Xa wadi bMry dY9n. aacYphxlkalMaloRwmltucgFnMIrc9A]Wln,vvatiart,ra dmmrdmammbai«+y.,V1•dlbmtl larp,odPamum .oand MiTek' trM.'Wf reQLen br51W%Y W pevernceAlfP w115 rupee axvnxl liMY utl PW+yIY Wmgla.ip%maU PA>J'mCG reWtlpK IdYka0.`n ikx[ye.tleRuay.mxcMnmO Ma:Irp ollnmeimllrweyYemnL,se.Vlel/IPII OIyIy CIFM,WIAPYM CNFgmpCpmp4IWY Inip..FL.1.NJ. frMFF/prnmpapn wJdAepan els Rale MIIMO 41BN.Lee&heel Slle]11.NewMM1yVAYp11. Temp&FL 3]810 .lob Truro Truss Tyre Oly • pty 315813 131i4TOA T11 Poo]Special 1 i Job Rebrerce o BgnM Blildi119 compawm Supply, Jad¢arMlle.fL 32256, B.110sApr132017MiTAIndusidesi auJun 80819x09201> Ppe1 0:?9itoWsOG1OEMINEINIMBODu xGs FOPUMOBQq� tegVWV0VEPIpMNx8O3D 3A2 62-2 13100 19 td 1688 IBdOB '622 360 711a 6-8 280 32-0 SCW-I NA 4r5 I s IB .001R .10= de- 3 da 1 4a5L B Litz- 914 II ar18- 1R, 9 13 12 11 10 9 4,10 II a4 II nW MrzoHs= 2,4 11 wiz= LA 11 32 21 168b + 141Oe 32-2 360 1068 32-0 Plaie OBsds lXVl- 11:038.Eatoe11304862-O11YEtloa 038118:05462-011160380-281 LOABINO(Pan SPA 2-00 C61. OEFL In (roc) LMeB IPo PIATE& Ow T.- 40.0p DOL 1.00 TO 0.91 Varl(LL) -0.3311-12 >719 240 MT20 24W190 TCOL 10.0DOL 1.00 BC id Vivi -o.W i1-12 >356 181) W20HS 187/143 BOLL 0.0 ds Incr NO WB 0.99 Horz(R) 0.10 9 Ne rile BCDL 5.0G2014RPI200> Matrix-MS Weight:1161b 17=20% LUMBER, BRACIND- TOP CHORD 2W SP No.2'Excepr TOPCHORD SWdurel vood sheathing directly applied!or 2-1-19 ad purllrm, 45:2x4 SP SS except acct verllmts. BOTCHORD 2x4 SP No.2'Except' BOTCHORD Rigid ceiling dOectly applied or 64010 oc bradlg. 412:2x4SPSS WEBS T-Brace: 20 SP No3-6-12 WEBS 2x4 SP No.3'ExcepC 24 SP No.2-46 5-11,6-10,8-10:2x4 SP No.2 Fal T end 1 braces to nanous edge of deb aith 10d OTHERS 2x4 SP No.3 (8.131 rod')naris,din oc.,vAm an minimum end distance. SLIDER "it 2ffi SP No.2"4) Brace must cover 90%d aeb length. 1 MITek recommends that Stabilized,and required cross btadng be Installed dudlg tmas erection.In accordance aim Slabitl[er REACTIONS. (Hpan e) 1=122IX 6-0.9=14184)3-8 Installed.guide. Mex Hort 1=4141LC 12) Max Uplift 1-115(LC 12),9=-IW LO 9) FORCES. (ib)-Max.Comp-Max Ten.-All forces 25D(lb)or less except when,moi TOP CHORD 1-3=-1816283,64-28.5]/31),45=-28W118,56=-323232,13-7e-318&614, 76-3183/614,69-13BW285 BOTCHORD 1-13=-67611532,12-13-W61152$11-12=623150aq 1611=-96315313 WEBS 3-12-i9/1434,4-12=887/83,612=-2383n4,6-1�-228&375,7-10=-382/133, 8-10=-831/3310,45=-2619/573 NOTES 1)Unbalanced root live loads have been comadereat for this design. 2)Wind:ASCE 7-10;VW=130mph(3 second gust)Vasd=101mph;TCDL-S OPsf;BGDL3.Opsf;8258;B-ISR;I,-24f1;eaveyltt;Gel. 11;Ery G;End.,GCpl=o.16;MFRS inractions)and C-C Evenor(2)0-00 to 62-2,Inlador(1)622 to 11}812 a,re;C-C for members end fomes 8 MFRS for reacbgre shcan;Lumbar DOL1.60 plate grip DOL1.60 3)Provide adequate dreinaW to prevent water ponding. 4)At plates are Mr20 plates Inhere charterers indicated. 5)Tire Area has been designed for a 1 On pat bottom chord live load Ianconcu«ent saf1 any other live load.. 8)'TMs truss flea been designed lora live load of 20.0psl on the Whom chord In all areas spend a mc191g1e 36 0le11 by 2 0-0aide Will Po beth een the trodden dad and erly other members. 7)Provide mechanical connection(by others)of troar to Dearing plate deli of withstanding 115 to VIA W Idnt 1 aM 187 lb ufxi0 at Join e. 8)Warming:Additional permanent and steNlity bracing for truss system(not Pad of this component design)is always required. LOAD CASE(S) Standard Awe. WMr bYPprn,M�rehpAEAp N01Ea pI116SWONCLYOEOY'IEfeF£FpgN6E IA6E M!)aAm.IWe'NIa BENPE aaE D dnn vdltl.Ire MYMT tAIIeM®conmebrs.MttleLy,u.MY rwnpa-o-Lavn�unu 11 n-IrvYugM faAtlagcompcnalt rot Ion "on Palwelee.IM tulOp tlni}w,mq n�vemry M¢gilAkWlly ctrl Jq,p�wnunwam]wo{a11 hcwrxxale t a- MotMoveldl mwoondopJrt 3oYglMkaletlkbwevtnl MdIrcMMIW IIunw-0atlln clvre mumMneNv. PtlOIbrvA MnMrM'mtlR mn,er,naocYg ME aaa�elmAmwl n,lxnraam waY�modl¢�wmm rom499dLaxralNwmedvarer,.Ipe.r.,IId ulAlv.b,.,N�aro ria 11GOIbrt rlolo-A IX+IhrelY.aaYcnmib¢Mgol1,vma a'd MnT*I011c feeAflal/MIGWnY CIINIIa.aLd9aMaCL MByq CallWllnlr erWf+vb Ertlever #thous IIImmXm ardlAe pori am hole MYI1IIe.110 N.lee Slreen.9118312 Neiatllb VA22J19. Taupe.FL sale Job T. T.Type . Oty � Ply 316813 131]4TOA 711 pool Special I 1 Job gelerence o 4DnM 9uiMillp Component BOppy, JeckeomilM,FL-32268, 8.110a Ap BM2 xMITeb IMletde Cll ?ba JM1899:OVEPI91] WD ID:?3pDWrt1Gf OEpCI?dBMcazB00uxGmZFePUMOL60pZn?TIG¢9VNyL]OVEPIpMKx8O90 LOAD CABER Blaadard 1)Dead♦Root Live)balarwed):lumbar Increase=1.00,Plate Irwrease=1.00 Unllorm Loads)plo Vat 1. -100,34=-1 W,4-6=-100,6.8=-IDQ 994=-10 OmceMrated Loam OO) Vert:18=-488 �"aaaa-VMIyM Pxurg—daaADN01E5 PV IMa1Xa M'CLaaEaaNEN geFEgq qLE PgGEMX-]OPJ m.IOOYgIFaafagEVBE IkrLen Wplwme wYY'uIM MIIekIDcaucdm 115 Cxtlan6L]gYYrP'+ WlaneleiSNawR wNklm o d,,u cfte gi anpumt rot a de MMD Be1de�ID.11q Wtl�9 T5�mdIwINIM 4G✓k'�Nalc Ddamlen ml11.1 IV Fcapdale l�ane�n Mobovwdl M IwaMrx+p�.a�antrM:aleuenaa.�allawNroae�anla�ole�wmdmd mwa mamea�:.ay. �lalwmemodw din Den��dwne�ro adw/v�edq�Mra9�lydtllo deremdvdne v4mmm�a Daiv+vl FlaYatlptmlVthnWe.lu nwd Ydbcan3aa0•q 5e Idabdtrl slary6cWVaV.mecMdq d¢lpola�me[ad trim Mldai m9VIW1%IWdt/GXxW.DY;a YglC9lpNMq CmpanxY Ta,FL MIBb. 9daly Ndmyen aMQhtran lnm lMle MIIWe.21a N.Iea Saaet Slb Jl2lb.atlq VR'd31 E. Telrye,FL ANa Job Truss Tres Type . BY A Ply 711315610 f91]4TOA T12 Root Bpedat 1 1 Ralmare.figA X 6NNag wrepdwn Buppfy, Jamorryt11e,FL-32268, B.110SA 132017MITeklMWHes,IM. Thu Jun 800:29:05209 Pagel Ip.'tB)toWxOG10Ek3C11df5AosTB00u-PTO9mbll FgBCISlMi4%rHnlVsegOeN2kJ1¢603C 462 ]L3 131 00 13118 1888 16169 442 338 8314 6-8 2-60 32A Bass 1ZrA m II 5 A Bad It fire- BA 1R e 4v5 e- �� 910 X 4E1a N b 1e Q 1 13 12 11 0 a 4e10 0%5= h14 Wastes= 30 11 512= w 11 44z 7s2 1311,E188e 16168 66R 360 65d 260 120 Plate OXsets fx YY (1:0-38 Edoe114'04LB Ed0e115'Edpe 03-81 lS6S062-12111tr0360-2-e1 LOADING(peg SPACING 2-0-0 CSI. DEFL. In got) gdeX tM PLATE& GRIP TOLL d0.0 Plate Gdp DOL ton TC 0.91 VedI_) -0.3011-12 x]93 240 MT20 244490 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vsd(TL) _Be. 11-12 x101 100 ML20HS Uri 43 BCLL 0.0 ' Rep Stress lncr NO WB 0.93 Horz(rL) 0.10 9 Na Na BCDL S0 Code FBC2014RP1200] Mattix-MS Weight 115m FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2'Excepf TOPCHORD SlrucNfel wond sheathing dredlyapplleU or 2-2-14 ac pudfla, 45:20 SP No.1 except end vedcals. BOT CHORD 2x4 SP No.2'Exi BOT CHORD Rigid calling directly applied or 69-]ac bracing. 412:2x0 SP SS WEBS TSface: 2x4 SP No.3-4-6,6-12 WEBS 2x4 SP No.3'ExcepC Fasten(2K) T and I braces to narrow edge of web a1M IM 541,6-10.8-10:2x4 Be No.2 (0.131-X-)nails,Bin c.c.,am 31n minimum end distance. OTHERS 2x4 SP Ni Brace must cover 90%of yam length. SLIDER Left 24 SP No 21-6-0 MITek recommender that Stabilizers and required class blaring be Installetl during truss section,In accordance arm Staftifinr Installation auida. REACTIONS. (Iblslze) 1=122G10-5-tg 1418O33 Mex Hoa 1444(LC 12) Max Uplift 1=415(LC 12),9=-180(LO 9) FORCES (Ibl-Mex.Camp.RAax.Ten. All forces 250(M)or less except afton shown. TOPCHORD 1 -185925],3J=-15852]3,S8=2]1k206,b-0=3185/828,]b=-31851626, &}-1382fJ01 BOTCHORD i-13=BBB/1580,12-13_-gg0/2292,11-12-88&'5086,1611=-982/5305 WEBS 313W1591,443=-86&0,4-12=11/87/,OA=-2282/505,512=-2824210, 510-_22]81393,]-10=3]6/132,8-10=84&3312 NOTED 1)Unbalanced mof Irue Loads have been considered for this design. 2)Wind ASCE]-10:Vu1t=130mph(3-second gust)Vasd=101mpc;TCDLd.0,f;BCDL=3.0y'f;h=25ft.B,15It;L=24X;eave=4X;Cat. II;EV C;Encl.,GCpf�.18;MAY FRS(dhec6onel)and C-C Exborl )M 0 to 3 0 0,Interior(l)3-0-0 to 4-(1 Extehof(2)042 to ]-52,Inert(13-8-0 to 16512 zoM;C-C for members and forces&MFRS for festoons shown;Wmber D01.=1.60 plate gtlp DOL-1.60 3)ProWtle adequate drainage to prevent wafer pending. 4)At plates are W20 plates unless olhelwlse Indicated. 5)This truss has bean designed ter a 10 0 psi before chord five load nonarcur ent with any other Ilve loads. 6)'This truss has been designed tors five bad of 20.epsf on Me bottom chord in all areae assess a rectangle 36O get by 2-0-0 Woe Wil fit between the bottom cllofd and any Other members. ])Prodde mechanical connection(by Others)of truss to beating plate capable of vnlhstaMing 11516µM111 at Joni 1 and 18816 uplift at joint 9. 8)Waming:Additional permanent and stability finding for truss system(net part of its component design)Is always required. LOAD CASE(S) Standard Q waPNxp-wFx dep ,ssmnux uM READ Mm'sa gN Tics ANO HCLVOEa mEx BEFEFANCE PEE.Wll ,.IOR Ala 9eFaaE USE u■� OeYpi vtlltl lwm�1NM ea.—iori.rM cre93,k 1. -,ii Mlanaleoflawrt a'A t fa m lull.MIMAy anwmnl.rot ■•_Y■ InmaySkln.6N 11'e bJkhg pu(YJrelmul ve11N 11¢gGkatMN oltlepgl p�anreferseM gMMy se.fisaft's'y,lnofaovadl �.��dmkm`�°rathaa's�nl wnl��a�w°M'q,me�waw��r wa'm �« d1Mvae�wb c'e^nlaaw MiTeK IaMkoMlib�e.dalN.lY,eIeCXMaddu#q of MrasaaMllrmaylenit'�Gxf1/Mlfidlx0WN,pLd9mtl aLllWNn9C411p4M/ 6904 Pe,ka EWBa4. sat rykxaam,swathe soon raa Rale xrswde,va x.1ae sx�1,am arz.nwAldmvazvla. T.,rL acelo Job Tllss Trlsa Type • OH ♦ Pit, 131]4TOP 712 gool5pecial 1 1 11315614 BUIIMn9 CemPoneM SIgINy, JaCX50 1119,FL-3225. 6.110SA l32017MllQKlMIRw(S,lW. Ra JM 30920952017 Pap92 ID:?9jMWx IOEMI?OBMo WOu-PT09mb11F93CjePlXWi4%MMVmgNNnJn OX LORD CRBE(S) Stan0arJ 1)Dead+ROM Live(balance ):Lumber Increase=1.00,Plate Increase=1.00 UnIffi.Loa0s(pit) Vex:1�100,3m-10.4-5=-1 OO,6-8=100,9-14-10 C MrateO LOMB(lb) Vert:21=-466 Q w4mvwav CMexe�lpihi Wl4�M"1121m� n@rywe:hV lixpa.eM.amlleewYk].NY=opey enllu`Xllryl nlWxkJWhu¢weDaWx/arsMraaal xn wcna.ee4natleaxlaaaamnY�W...KA IaEW0Ohv1 l— aarMtt- w ...... yocaMeKu�sec nl.ml en�LLrlsdYYX1tlM1iryUlnM1 ee5k0Mlm renldu:XH adwora�egxxl kn elmYlymOwryevenlcMlgirewlx�rwNAe P�x+ay L4...mt lY«ly r'..oere�aowm�e�Na—Pon MiTek' IdMX:atlT Ona ,tleMa'y.ereclMmlbsYpanu.�mtlln¢aylenY'.eeAx./ OAII/GIIw1a.oMa9 vMeeu&tllwnyewnpananl T,IL SdMy Wdmetlon wd2Hpan In6 Note MlOe.418 N Lee Slree1.911e 312 Pla�oMM VA 48311. T•irya.FL x]610 Job Tram TvaTYPe • Oty • Ply 711315815 131]4TOA 713 pool Spa Yet 1 1 Building Gomponren[Supply, Jedrswmlle,R-32266, 0,1100 as 13201]as I as ltdmMg,Im. I no Jun 00929:08201] Pagel ID:t9jtoWxOG10EMPBSMomB000ff X-wgN CaIX_x4M1BJl05BIMIx%IIIHrD2B03B Sda2 &102 13-000 131 F0 1880 10 Irma y0220. 100 0 411-14 a A 3F0 Bole=13].1 as II 5 BA 11 0 alo= B.W 12 3 13 Jas4x10= ]xt0= 20/ 11 2 `A 1 15 is 12 10 0 Y811 45= 7x14MhMHS- 2M II 5x12 3q II 6�10-2 &10.2 13114 1888 10-00-0 az 30-0 p sIF 2o-0 32L Plate OXsels(XY)- f1:0.2-80-a914:088Ednel f6,05-&Elfg 11tr0.380-2A1 LOADINC(p0/) SPACING- 200 C61. DEFL In Ilocl Ude" Ltd PLATES GRIP TCU- 40.0 1 Plate Grip DOL 1.00 TC 0.91 Ved(LL) -0.2]11-12 >B]9 240 MT20 24G190 TCDL 10.0 Lumber DOL 1.00 OC O.g Vdl(TL) -0.5311-12 >449 180 MT20HS 187/143 BCU- 0.0 ' He, Stress bar NO W B 0.93 Hax(TL) 0.09 9 Na Na BCDL 5.0 Coda FBC2a14]TPIaM7 Matrix-MS Weight 114M FT=20% LUMBER, BRACINKi TOP CHORD WSP140.2-Exi TOPCHORD Structural wood sheathing dreclly applied or 2-39 oc pudms, 1-3:2x4 SP bout succor best vemcaN. BOT CHORD 20 SP No.2'Except' BOT CHORD Iggid caling directly applled or 6-88 oc truing. 9-12:20 SP SS WEBS T-Brace: 2x4 SP No.3-4 6,6 12 WEBS 2x4 SP No.3'ExcepP Faslen(2)O T end I braces to narrow edge of web wthitad &10,8-10:2x4 SP N12 (0.131-a-)nails,Bin o.c.,Wth an minimum and distance. OTHERS 2x4 SP No.3 Broca must cover 0%of web length. SLIDER Left 2x8 SP Na2 1 6-0 MiTak recommends that Stabilizers and required crass orealg be installed during muss erection,in a..marwe AM Stabill., Instigation aWde. REACTIONS. (Iftoree) 1=1220/0-58,9=1418/0-3-8 Max Hou 1-144(-C 12) Max Uplift 1=-115(LC 12),9=203(LC 9) FORCES. (Ib)-Max.CompWmTen.-Allforcm250(lb)orleseexceptMen Mh , TOP CHORD 1-3=1853240,&4=-15812]0.&]=318&63],]-8=818653),&9=-1383/305 BOTCHORD 1-13=84W1542,12-13=-582/1948,11-12=9005101,1611=-101 Y5301 WEBS 3139r .413-801M.412-5M ,4-6=2C83'465,&12 24&333, 6-10=22]2(40],]-10=3]3r132,8-10=856/)313 NOTE& 1)Unbalanced mol live Mads lave been considered fon this design. 2)Wind ASCE]-1q Vu11=130mph(3secrho graft Vasd=101mph;TCDL=5-0psY,BCDL op h h=25ft;B-=I5f,1=24X;eave�ft;Cat. 11;Eap C;E.L.30pib.19;MFRS(dbec"ona0 and C-C Ext erior(2)0-0-010 30-0,Interics(1)30-0 to 5462.EldedoR2)510-2 to 8-102,Intedor(1)13&4 to 13&12 2ona0 C for members and forces&MFRS for reactions shown;Lumber DOL1 SO plate grip DOL-1.60 3)Provide adequate drainage to prevent water ponding. 4)At pl&es are MT20 plates unless ohersass Indicated! 5)Tuts truss hes been designed for a 10.0 pal ho"om chord We bad nonconunrenl with any other live trade. 6).ThIs times Fres been designed for a Iles load of MOW on the bottom chord in all areas were a rectangle 38-0 tall by 2-0-0wde Big fit behveen Ne bottom Chord and any other members. ])Pub0de mechanical cornectan(by others)of tram to bearing plate capable of ermstanding 11510 uplift at joint l and 203 to uplift at joint 9. 8)Warning:Addi"onal permanent and stability bradng for three system(not part of this component design)Is always required. LOAD CASE(S) Standard 1)Dead a Rout Dee(balanced):Lumber Increase-1.0t),Plate Increase-1.00 Q WIPNNa Venin aaba,'.-.PFAr ad.ra INS A.MYLVVEa MIIEN aEfEpgNCE..B Y]•Am.IOOYL%a NOPE lig, Ce41Wp1w—e Mx,.r,mecmrecrn"IIS W9q,k W3rv.0onlYYw M�n,elerssaown.adhMmMMNOM dlilrrn�ulenl.m1 araryaMn..ue.11a dYOry�rbrw IruilvaMy Ilvaar{AlcatJlry nnrkµp ryvomalemaM Ponv�lyA� eRIM WYw,Inb Xw Wadi badaddeed, oAp4vbalal5bpavent WCNMot1rvFMlwl haven exGrn erxaa usan.-Yr. WWaYpenm,aJMaJ' p mo tdwrxragAadbal[4a�YatlbpewacWlyx who,y�slie Velsn✓J wYY rnJ WOF=M bar,We.(p 9er,ad pYJace regoan9xw aPo4Pxb Ei MN av ldaMnWxlrbgY,�NaY. Rcnad Ma:Irp of eA ..—'rm '—na..Re I.dVca rw.adbd CRIRIMWgCarrWMrE AdiseemMm gytllerygn rate Ip1e beituTe-21e N.Lee,Sheet sure 312 NemMM VA MIA. T•nee,FL.10 Job Tams Tmss Type a OIY a Ph 711315815 131]ROA 719 Hod 6pcid 1 1 B0116rq Componenl5lgpM. Jeck6RRNllIe,FL-32258, 0.110sApr 13201]MITek IMUYlies,lrc. The Jen ll:n:082017 P.,2 ID:1groWHlG10Ek3CKEBMoss�X_%_WgM 03a x4Mlm 7MBWW%I11HrW803B LOAD CASE(S) Sta fte Unlbo Loess(plq Ven 1-3-10,3-4=10,4-5=10,&8=-100,8-1L-10 ConceM9 W LOe0e(Ib) Vert:21=-488 p WARHM'eVatlry Onlyn pnxmlm anO REAUHUTE50NTMR ANU NCLWEUMIIERPEFEFANCE PAGEMtl-AAnr IMN.Y159EFUREUSE � Iknpn vuXl lol wa uMY>Hm MII�Dmnimlrns.Il�bIXWpn klraaf wYY a{m.......... nlumYVAvkAtl WY9 c ol.iul n�ryna<�eNr�N�.ma mlamarc�mml ann lrem>F+I�uinmaaem rvamNlaoam o�nv rK �re naaarar�ow ma oYre�al a.��.WacOglMkole0lelogN.Aal��oll��,�,�,�„�D�h��nmNm��Y. Aa��1��a,N,1o,wW MiTek kdwryreGleW M sk4WnY W W IONerevil cWlgse wllb{w^r✓v rx��WR FIuYu✓y W�+PeMU�n41e.Lu gcxwvd yukl icemUaalYJ YOU fY MAIM NMWy.�MvelGaecY�nad dacllgol llnrmrMlw mMN3VRIl OMOXMa,eLJ9 ad 69MMgOu�Vy I Bn<Pm x336 D� MNYIMmnalbn w[M]Me nan lllm FkM MInRe.R18 ltl N.N.lee31rcc1,91b 31 31 R.Nemdn¢VA'➢31 E. Tarpv,i t Job Truss Truss Type • Dry • %y 131]4T0A 714 ROW Sigel1 1 711315316 Job Peterence(optlorep BUIIMnB CompamW Slgpy. Jeckwmilb,FL-32250, . , R1rhuJan BOp2R07Pagel ID: 8j1oWO10EbCl?db0 -LrYaGInHOx ]]"YWBGIaK5h2q0A 123 1622 tb20 1 0 -2-2 soU 4ob sw-134.3 6 66 11 ynt_ 3 A 8.00 F12- 13 q 46. I 2 1 y 3 B ] 8 3m II 4ed= aW= Z:-2 14.Y-3 1 - 02 ]De 3 Piee OftsNs KYI- I1:63E Edael LOADING (paq SPACING 2-00 C81. DEFL In (bo) bl efl Ud PLATES amp TOLL 20.0 %ate Grip DOL 1.25 TG 0.59 Vert(ILL) -0.00 7-6 >999240 W20 241/180 TCDL 10.0 Lumber DOL 125 BG 050 Vill -0.24 7-6 >716 153 BCLL 0.0 ' Rep Stress lncr YE6 WB 0.33 Hor2(R) 0.03 1 we We BCDL 111.0 Code FBC2014?PI200] McMx-MS Welght:)6lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural amod sheathing directly Wiled or 5-11 ]m purire, BOT CHORD 2x4 SP No.2 except and varlcals. WEBS 2x4 SP NoS BOTCHORD Rigid telling diredty applied or 6-11-5 pc bracing. SLIDER Laft pint SP No.21-6-0 MITek mcanmands Mat StebilUers and required cross badeg be insisted during truss erection,In accordance with Slablli]er handled. ulde. REACTIONS. fitriaiziftHo 1=5)4/05-0,6=542b30 Max HOr2 1=222(LC 12) Max Uplift t=-tat(LC 12),5=-183(LC 12) FORCES. (lb)-Max.Corep./Max.Ten.-All Views 250(Ib)or less exceptwhenshown. TOPCHORD 13=-717/177,34=567233 BOTCHORD 13=-3,1S560,)E=22)/401 WEBS 4E-193`293,4-7-56&324 NOTES 1)Wind ASCE 7-10;V W=13Gmph(Saecontl gust)Vasd=101mph;TCDL=S.(psl;BCDLd.0pst h=25ft;B�Sft;1r241t;eave=4tl;Gat. Il;Exp C;End.,GCpi=0.16;MFRS(Olrecllonag and G Estill 0-0.0 M 0-0,InRrior(1)30-0 to 7-2-2,Extending)]-2-2 to 10-2-2 zoall for members and fomes&MFRS for reacnom soman;Lumber DOL=1.60 plate grip DOb1.W 2)Provide adequate damage to prevent ander ponding. 3)This blas has been designed for a 10.0 psf bottom choN live load nonooncunent With any other INe loads. 4)'This Imss has been designed for a fire load of Moral on the boflom chord In all areas where a rectangle 350 tall by 200 wine will fit beftal the boftom chord end any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable Of w8hstantlbg 101 Ib uplift at joint 1 and 1631b uNift at joint 6. Q spol eiNMlpl pari No aEla Nows CN INIa PNDMCLwap MIIEx aEFEN .less.1411 m.I.159EWM U5E Wh}IWm1a� .."wunn me .aL9grFLmrvlaMY ulo.nr.I turs Nown.mNRIwmMM1kMid[WaY rom cronl rct Mi deal Sit rune a11V 1ppbl rih lM q;ikaral rle9(xgwamele¢arclaryeaYhc�Vxalehletlu33ninloenoawoll kaKeirwaea]at.1111.b weweelar»r.«.re«n°r>�maw me"nwe1.coo". "n n:,";�a unis man ar,",n MiTek- M1'M//Itn.slrxape.tlMlxry.wrcam aM Mwlrp nl ln�enamllrm5mleNa 3n/T1 GIMnCM•Ib.os4avulM atsl BUMe Grlparwtl hew xaln'YKmlpXpr a�d4YAe flan blmlWle Inslllule,'tle N.lee Sh�l,9Yle 31 R.PNrarrvJlki Vh2231I. iarl4w,FLL.1. JOE Trues Tmee Type 31581) 13O4TOA T15 Roof Spxiel 1 1 Job W17 MIlre o BOMI BuBirg CdnpaleMBupply, Jedrswrville,FL-32256, al 10 6MI?d Apr13201LrYT lhdatries ac. The V"YAJM18O8:2 h5h01TPag81 ID:pgNWxOG10Ek3C170BMoctB00u{rYVBGMnHOwyu2TMYA0W Olue3kKwGM15M12g01x80311 6d2 682 1182 tl2a 1 882 200 Sao b88 Sue=1354 a 6rt n &6= 4 agoiR 3 1s 4 $ 4a o e s T 36 II 4a0= 45= a2-2 144-8 t Bd2 566 Plate Ogsds(XY)- i1:0-3EEifi l LIDADING gat SPACING- 200 C81. 11in Ooc) Weft LM PLATES amp TCLL 20.0 Plate Ship DOL 125 TO 0.IS Ved(LL) 9-12 >999 240 wM 2441190 T(AL 10.0 L.ter DOL 1.25 BC 0.55 Ved(TL) -023 9-12 >T40 180 BCL_ 0.0 ' Rep Stress lncr YES WB 0.29 I (R) Dw 1 We We BCDL 10.0 Code FBC2014RP12007 Maur.MS Weight.84 lb FT=20% LUMBER- BfUCING- TOPGHORD 2X4 SP No.2 TOPCHORD StrudMrel wood sheathing drecdy applled or 600 oc pudlus, BOT CHORD 2x4 SP Nb.2 euept and vedlcals. WEBS 20 SP No.3 BOTCHORD Rigid caging dredlyapplled or 932.b.l,. SLIDER Left 2x0 SP No21-6-0 MITek recommends that Stabilizers and rewired cross bredng be Installed Wring toss eredion.In sdosa enm with Staollzer inatallatlonouids. REACTIONS. d"Ise) 1374165-8,7-5CY038 Mex Hou 1 222(LC 12) Max Uplift 1-101(LC 12),7=-163(LC 12) FORCES. Ob)-Mar.Comp.Max.Ten,-All forces 250(Ib)or less axoept y41en shown. TOPCHORD 1�-)21203,3-0=-55&191,4-5-44511)5 BOT CHORD 1-i U,M1590,81 WEBS 3-9-293272,5-9=-191IM66,5-8=3531307 NOTES- 1)Wind ASCE 7-ID;Vu11=130mph(3-second gust)Vasd=101mph;TGDL- ,DMP,,BCDL3.0pe1;h=25M1; 3=45f;L=24ft;eavedik Cel. 11;EV C;End,13CPb.18;MFRS(direcggnag and C 0 E dedor(2)M-0 to 660,Infador(1)30.0 to 8-6-2,ENedor(2)8-6-2 to 1162 zone;GC for membem and fomes 8 MW FRS for reactions shown;Lumber DOL=1 W plate gap DOL=1.60 2)PrOvitle adequate drainage to prevent water ponding. 3)This buss has been designed for a 10.0 psi bollom chord live bed rlonconcurrent yeth elwother Ilve loads. 4)'This lass has been designed for a Ilya load of 20.Opsf On the bottom chord In ell areas where a redangle 360 tall by 2-0-0 aide x111 fit broaden the boftom cinord and any other members. 5)Provide mechanlod connection(by others)of trues to beading Pate capable of withstanding 101 lb uplift at joint 1 and 183 lb uplift at John). Qw46NNe-VMIy0s9n PewxlanaMpFAp NOTEa ON MIa FNe MCLVUEU MITER pE/EPFN[EP44E Mb]4]3nr.IDVYd1aaEFOpE USE. L6N}IWtlMueaMyWreMIHOaxreclws.IMJeY{{nNfiis-aw4YN**�Vwomdcrs Mown.ontl klwmnAUfrd tx tl4q cwn{wwni rot I duu a¢I dYSgamMw mut vaneslM gxAkWlry of row �(wym�elel5 m]Ix�YMYtrcclxarrle XM�le4an Nlu Xie ovaWl �GI[lp EmYJn. 4«Yp4dcdetlblo gavm11v.4tlry of Y+WM YlnmweO m]/a cM�d meM�ersa4y ,ya.g dnraesund p �ePaad¢tlg B 6 Woo sal tlla SklMlymJWgevanl cdlgr¢wllnfelavXa4+Y�p�X++dYmn fwyagdguYJ�Ice q'Fw4pTre ItlTk:OikxL Wryre.eleNery.mxcXmadd Aq of lnmsaoM 4wryYemcL,sapXXVIMI ppYIy dMNb,pSEd6YglC51lW6y CpKWMe 6%4PSM 336113 . waMy Wpinp9pn ad2Ktran inm Pak ASXMe.R1a N.Ire sReel,Sole 311.PbamtH1 VA4314. Taripe,GL 3210 JOE ns T.Type city a ply 1 11315610 191]4TOA 716 Rod SpecW I 1 Buldlp CdnpomM SMply, JackmmllN.FL-32258, 8.1103Apr 13201]MITek lrAusMea,lx. Thu Jun 809RG02017 Pagel tD:?gpoWaO 11 Ml?dBMoe 880 P26HPu bWnaf8KCMP WTr Pw3NOgKLnOwe M Edo 04-10 It-7-10 1158 1 o 68D z-1-10 SOO a equale mm 11 fir 4 2A4 NN 6.W ,2 3 i 5 14 z 1 a at T 3s II .10- 4ss= 6>-1D TI-]-10 142.8 t o 6F10 }OO 2a14 PIMA Ofhets(ILYF- 11:03 Edoei LOADING(Pat) SPACING 2-60 C81. DEFL In (lot) Vol W PlATE3 GM TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Ved(LL) -0.09 W12 x999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vai -0.25 992 x694 180 BGLL 0.0 Rep Stress Inc, YES WB 0.29 Horz(TL) 0.09 1 We We BCDL 10.0 Code FBC2014,TP12007 Matrx-MS W.1ght:BO Ib FT=20% LUMBEW BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wand mesOing directly applied or 6UO oc purine, BOT CHORD 2x4 SP Nat except and."lo e, WEBS 20 SP NoS BOTCHORD Rigid calling drectly applied or 9-3-6 oc burcing. SLIDER Left 24 SP No.21-63 M I T a k recommends trot Shoal lizem antl required aoea brachlg be Installed during ones manon.In accordenre aith Stadll]er Installed.Oulde. REACTIONS. (Ibhiee) 1=5]4/65-8,]64203-B Max Hou 1=222(LC 12) Mex UPIIft 1=-101(LG 12),7=1 WILD 12) FORCES. (ID)-Mex.Comp) ax.Ten.-All forces 250(b)orless exceptwtonshown. TOPCHORD 1-3=-]20/202,34=-54]/105,4-5=-43]/1]3 BOT CHORD 19=-382/589 WEBS 3 9=-293280,5-91-8_545905 NOTES 1)Wind:ASCE 7-10;Vdt=13fty,(3ae,ond gust)Vesd=101ni TCDL=50ps1;BODLd.Opsf;1e25h;BiNi t=24ft;inn e i Cat. ll;Exp C;End.,GCp60.10;MFRS(dion lional)and C-C Exhedor(2)0-00 to 3-0-0,InNdor(11660 to 8-]40,Extedor(2)6]-1010 114-10 Dori-C for members and forces&MW FRS for reactlo0s shown;Lumber DOL=1.50 plate grip DOL=1.60 2)PmNde adeguale drol a to prevent water polling. 3)This trues has been designed for a 10.0 pet bottom chord Ilve load nommncunent alih any other We loads. 4)-This than has been designed for a Ilve load of 20.Op f on the bottom chord in all areas where a rectangle 3C 0 tall by 2 O-0Mde will fit between the bottom chard and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable o1 wfthstanfing 101 Ib uplift at joint 1 and 183 to uplift at joint]. w4NNess-VMIyCWpnpersixrmwgqA4pIpIES ON Ted AND inti DMIIEN ReHu NCE VNDDAIAIT]m.IMicar, EWMYeE pen'1xl vtlMlu ufea'AYwIIh MIIeMB<Ym.Ma�nkbasJm'Y uµrrrmioxlers9ww.aN6lrvmMMX¢rI MAN}rp cgpryirent ml a0imsyslem aMaeu¢,MeMY[1xldm}x�ai mrM veMVlMgirncMXyolded9n rumnalemaW ggaly lrccvp�rale lM[lefLTnlniB Me oveNl aAo9rreNar.aataqurxrnedamweve^I wtlurumlr.lxaua nuwwx,aworomrameramrr wv.oernlora lamDorwmdmmawr4lfsN M1 ek' 6rAuoYi re[TleOlwaerlYryaul lowevmiccMgxe xllEryYrla�viaM lywyaulpopeMdm�e. la ps�d p4knee w9abxl xre ma Pa.EY N.N rauxkaYm ataature.etel'A* u ,mw, v . ]dN. a IMlm 312.ialJLWIPl1VA MaaMDN-MP14 NXIMMIIPCewO�Mx SdaM INwmopon nvdlreM�h.no lri¢s Rale pn11Ma 110N Lee Street 911831 R.OleiadM.VRYd11. TAN,FL Sofa JOD t Trues Type . CRY 4 Ply 131NTOA 117 Root Special 1 i T11315149 abRI mawlrN wmpdwnlaupplY. JMI(eonvllle,TL 32256. EMIGIR Apiffied ) HEf nYJys9BSW. VbaEan CdCmG Wyeligan ID:PBINWxOGiOEk3Cl]OBMasxB0Ou HEIY1428 eeB&WmVbaEtic0OkCagG_Z9JOBYxBO98 ]oto IP510 N118 1 - ]-310 349 3-0P10 3 3We=19a3 5 2X eG 1\ ass_ m 14 a.FIT is 4M i 2 1 0 ] e 3YB 1146= lx5= 174M 1aJ.10 14-22 1 ]a10 3Po 11au P10,O11ae1sIXY1- 11.038EEgel LOADING(pN) SPACING- 2-00 C81. DEFL. In lloo) Weft lb PLATES GRIP TOLL 20.0 PIMe Glip DOL 1.25 TO 0.5] MBd(LL) 0.09 8-1 >BB9 240 ww 2"Mw TCOL 10.0 Lumber DOL 1.25 BC 0.58 Ved(LL) -0.22 )-8 >]88 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.32 Hdx(TL) OAd 1 Ne nor BCDL 10.0 Code FBC201,VTP1200) MaM.MS Weight:Tr III ET=20% LUMBER- BRACINGI TOPCHORD 2x4 SP Nat TOPCHORD S1rucNral woad sheathing Gladly applied or 510.6 oc purns, BOTCHORD 2x4 SP ell Except and veticNs. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling dlradly applied or 8-10-12 oc pricing. SLIDER Leff 2x6 SP fill 1 6-0 MITex recommentls that Stabillxem antl required cores bmdlp be handled dudlg Huss erection,In Accordance wigs Slablllxar REACTIONS. obsire) 1S74R541,6=542/038 Installation guide Max Horx 1=222(LC 12) Max Uplift 1=-10l(LC 12),a=183(LO 12) FORCES (Ib) Max.Gomp.Mlax.Ten.-All fomes 250(0)or less except w4en shown. TOP CHORD 1-3-]1111)6,3 ==56W234 BOTCHORD 1-84&581,72=-22M3811 WEBS 42=2=08,4-]=55&324 NOTE& 1)Wind:ASCE 7-10;VUIt=130mpb(3secondgust)Vastl=101 rftI TCDIr .Opef;BCDL=6.0p f,h=25ib 13d511;I-24R;eave=4fl;Cat. ll;EIS C;End.,GCPI=0.18;MW FRS dricartionash arm C-C Eldeda(2l0 GC to 3-00.Intedor(1)10-0 to]310,Exledd(g 7310 to 10-3-10 Eooe;Ct for members and farces 8 MW FRS for readlons shover;Lumbar DOL-1.60 plate grip DOL=1.60 2)Pmvide adequate drairm,to prevent wale(ponding. 3)This bias has been designed for a 10.0 psf bORom chord live load nonconcurient will any other live loads. 4)-This truss has been designed for a an,load of 201 on the bo0l chord in all areas where a redallgle 3&o on by 0.0 ent will tit beNreen the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of Wghsi ing 101 It,uplift at joint 1 and 1831E uplift at joint 6. asureared MI 4Yeng ellese.—i Id Oa1Ia5IMO MCLYOEOWEsretco NCE PIOE Mr of II w.fapybu IO PE Uon Oatlefinfi wue MYalln kMlutm ccnpcRn.ae�de•Jmklrwd MYaN�Va'wOefers Lnwn non bb�m MM1Wud dMMY3c not In66yCPn.�IG016 ma1xMgdOlpnelmW Vein. q;W`tgbOlUWp� .arrnaNrs.l.Vk�cwnwolelN0.ly�Iw,b I�ailova�/I h�Yr'�e�Ba�flipkdcobOhlopteWrplxxMydk fuLt.Y Nm WBDUKI/p clpa mem[aiaYY�A/✓JM JbmpaaYmlmn�u+nni dOchp 1' MhlMM warye.deNem.Oe[b. �awh pindaPwwidk9ryadgO0xIY6m�[9e.rw gaatl PXknce�pa4p Te R• MIY Yxamdld�awMxae kwn llw Rala�RIaN.1e051�ael5mJ�bJI1.Ip�mtM31 V�r31CXMw.pONutl KN R116p CmpeMnl BW4PeM EW aMtl. irys,FL aJata Job Tmas Truss Type • OIYN Ply 13174T0A T18 Roof Spscal 1 1 T11316820 MiComporwNSupply, Jecksorrvflle.FL 32256, 8.110¢Apr13201]MlTeklwitallen,Inc. Thu Jun B 0929:10201] Pege1 ID:?WWx IOEk3CIidBMosL 970 IQD2pIIMCRVPLHUC IDVOIx 4'OMU_ M7 Nil' 99es-I2 1-1e 1Y11-0 l2" Sn-10 340 .1114 w.4 E111 997=Ca.O 66= S 2U It B.OB 12 3 6 19 a61 21 z 1 yy 3 10 g z2 za 8 :om II 94 II mo F11.m a-11-10 198-12 2. 611.10 3.o-0 472 G114 Plate Onsets(LY)-- Ii:a2-12 60.11 f3aa8 0.2-01 15'080 0.2-01 LOADING(psi) SPACING- 2-60JUILL b (loc) VOefl W PLATES OPoPTOLL 20.0 %ata Gnp DOL 125L ) -0.24 8.9 6999 240 W20 240190 TCOL 10.0 Lumber DOL 125i -0.81 89 >499 193BCLL 0.0 ' Rep 5lrees lnp YES (TL) 006 T Ne NaBCDL 10.0 Code FBC2010TPI200T W 112116 FT=2. LUMBER- BRACING- TOP RACINGTOP CHORD 014 SP No.2 TOPCHORD Structural wood sheathing directly applied Or 388 od pudlns. BOT CHORD 2x4 SP Ni BOTGHORD Rigid ceiling directly applied or al0-1 co bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and requlrad cross bredrg WEDGE ndInslalletl tlunrg WSa ererAon,in ac=r with StabIll2er SLIRigD:2x4 SP No.3 Installation flows. SLIDER Len 2x6 SP No.2180 REACTIONS. (IbM28) 1=1020/055,7=1020N-3-8 Max Horz 1=-134(LC 19) Mex Uplift 1=-26NLC 12),7-268ft-C 12) FORCES. (Ib) Max.Oomp.Rviax.Ten. All forces 250(Ib)or less except xtten sfrown. TOPCHORD 1-3.15Tfl1565,34=-1]33r636,45=-20481805,58.1)18900,8-0=-P55I5]3 BOTCHORD 1-10=-4l Wl 976,310-41W1338,9.9_-258%0]8,]8--0 1487 WEBS 39-138/892.49=91241497,54-10311113,5A--238038 BA=-W8 n NOTED 1)Unbalanced roof II.loads have been considered lar this davgn. 2)Wind:ASCE 7-10;VuR=130mph(3 second gust)Vasd=l of mph;TCDL=S.OpsF,BWLd.OPsi;M1=25n;13=-0Sft;L=26ft;eave=4ft;Cat. Il;Em C;End..Gi8;MW FHS(drectional)and C-C Extrai 0 04 to 3L0,Intenor(1)300 to 511-10,Ededor(2)5-11-10 to 1811-8,Interbr(1)16-11-8 to 25-6 0 M.;C-C for members and forces 8 MFRS for reactions shaven;Lumber D0L=1.60 plate gdp DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss hes been designed fora 10.0 psi baftom cho d!live bad Ilonconalrrent Wlth any other Iwo bads. 5)-This truss hes been designed for a Ilve load 0 MOTTO on The bottom chow In all areas More a rectangle 3 6-0 tall by 2-0-0 wide sill lit beMeen the bottom chord and any other members,a th BCDL=10.Opsl. 6)Provide mechanical connection(by others)of truss to dear,plate capable of withstanding 288 to uplift at Joint 1 and 268 to uplift at Joint T. is �W4eNMe'VMryhYenpmm4r=uW aEIO NO/ES IXI II/qND NCLUDEO tlIENPE£ENx NCEV14EMk)IAm.IOOYNISBEEOIIEYSE fRYan WWloi,arwJYwIT MIIMWcmvlw¢.IMsdeY}r6baetlaYYup�nlwandrn Lown.mtlRlwm MN[Md MWpcanprcnt rot nmeyalan.Sebe�.90.IH4hp clmkywr mirtivalM M✓4TM�WINortleYgr Iwanaiemm]wady hcaryNde Mdo'u'ro o IM o-ab o-am9d®gr. swaf,ddewofupt a.aol�Wworkrrxwxnlemweoadta,¢cardmammaorii gansoidldbodewdowPermawrrltr}ad MITek' 6Nu. IeMLred blMliNatlb Peva9cdltpewllhpxYK paNNid L94yadgctalyd'm�e,ka 0eraitl 6rYY rce raP4glw IWkalCrtela<�.�NaY.erecMraMtrw39d MunsaiOMma'Nen6 nMl1L/IPIICWhUMb.9YdSY1CK'llMilMDarrVu�Sr1 pirs,Ra EWW . . fbNMxwnglbn rntY1b Vdn Fr®%getu9xrM.210 N.Ise SRaet 911¢]12 MsraMtl VAYLl14. ]ergs FL SK10 Job III III T.Type • !I it Py 1304TOA 719 Pool SpwiN 1 1 11315021 BUNirg CanpawNSupply, JedNOmllle.FL-32258, 0.110¢Apr 13all MITIrk IMUNnes,ire. TDU Jun 0092e.12201] Page l ID:?g1aW xOG1OEk3Cl?dBMouB00uipLOE_IOc01 C2Ri5RJeLmNTNDIt)BZOFz163h�35 4-0-10 ]-]-00 Bid 131F0 1e8-02 MITI 4-010 300 Lg10 bYl b]-0 g11d Sub=Iles ear_ 6 21 2 34 II Dib \1 86= 5 ] BW 12 ¢ 0 b c es le 1 9 1 $ A �a 11 10 re p &e 11 a5= ma= 66= 46= Ni0 Bid lee-12 2580 N-10 4810 928 0-114 PIale0ffsets(XYI— 11:0.2-1200.1118'03-00.241 LOADING(par) SPACWG 2A0 C81. DEFL. n (toe) Waft Led PLATES Gr TCLL 20.0 Plate Or,DOL 1.25 TC 0.53 VOR(LL) -0.21 W10 >999 240 k4�20 247190 TCDL 10.0 Lumber DOL 1.25 BC bear VeR(TL) -0.54 8-10 >569 180 BCLL 0.0 ' Rep Stress Inor YES WE 0.41 Har-I 0.06 8 We We BCDL 10.0 Cotte FBC20UkTPI2007 MMdx-MS Weight:13016 FT=lox LUMBEW SPACING TOPCHORD 2x4SPNo.2 TOP CHORD Slrathent aaatl sheathing 0iredlyapplle,or 39-2 oc purlins. BOT CHORD 2M SP NOR BOT CHORD Mgld celtlng badly applied or]-7fi oc brede, WEBS 2x4 SP No.3 ., mcommentls Pal StaDlllzem and required erose bradng WEDGE be installed dun"hares erector,in ecmrdance v4O Stadlizer Right 2x4 SP III InNNlallor guide. SLIDER Left 24 SP No.21fi-0 REACTIONS. (Ib/elze) 1=102NO5-B,8=1020Po88 Max HON 1=-134(LC 10) Mex Uplift 1=-268(LC 12),6-2681LG 12) FORCES. (Ib)-Max.CompRAax Ten.-All foresa 250(Ib)m Iess except yMen Mown. TOP CHORD 1-3=158&570,3d=-1361/545,b5=187/68],58-1983/]]1,8]=-1)1]/596, ]-8-1)52/587 BOTCHORD 1-11=429/1353,10-11=-587193],9-10=-24&10)6,89=-001/1485 WEBS 311=-12]/546,0.11=-784229,b10=-454225,110=-25]215,0-12-382/1058, 89=247126.7-9=-3571272 NOTES 1)Unbalarued roof live loads have been condiBral for this design. 2)Wink:ASCE)-1P Vult=130mph(3-second gust)Vital 01 mph;TCDL-S Opsb BCDL=5.0psf;h=25R;B=45ft;L=2¢1p cave>ip Cat. II;Ex,C;End.,GCpILCA 8;MW FRS(directional)aW C-C Examor(2)0-)0 to 30-0,INe0or(i)3-0-0 to 4-7-10,Exledor(2)4-)-1010 16-118,li ellor(1)16-11-81025-6-OZone;C-C for members and faros 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide attenuate drainage ID prevent aaler porat 4)This buds has been designed for a 10.0 par bottom chord live load rionaoncurient vAth any,other live loatts. 5)-This tmss has been designed for a live load of 20.Odaf on the bottom chord In all areas MOM a redalghe M-0 part by 2-00 wide WIII tit belabor the bottom dwrd and any other members,wiM BCDL=10Aps1. e)Provele mechanical colxleclion(by orders)of hues to Dearing plate apace of Wtlmtandirg 268 to uplift M join t and 26810 uplift at Join 8. by rare l� dVnlap�M WwAwcomeca a-"ho"I'verro urs"'aar .1—Ynwrta ..un INM3MdANgiurGM+m . �I alrinryslem.�kae vB Me W4p Wrk¢rgr mutvah/IM tyTJtNMH ulrM9gr p�mieiersntlrs cPtelvncwµoln X'B tleYPrinIomeav—W a4orad�Pr.a�rpers:al�dnwPr..ernwoaxyolxrarual�wco wva cam mmrrl» wv.ad�a¢orrn l�rrl>«w uaa.rmuierrtcroav aduvn rMrleOMpadYYmdlo peva4cdgte Wl5Pnv4xa lwrvad a4>Yatl PunettYdarrcp. rwgradpYJnce rePuW¢re IP• weraft, luWe.elereaY.t+aM nor o tlobut.har ar6.bu.^MNN/MIfWhO¢wb.OA¢patl¢LL¢uYTBaerrVCMY eoav FIL Ears OW 9N•I]Ybmdwr w.YYJo¢om lw nor or zlax lee steal.sull8alz.Naeaxlb.vnzzal4. Terrye�fL aa6lo Job Truss Tlua Type • Oly a Py N3156 2 131 J4TOA T20 Roof Special 1 1 Job,einem u Bonar BiNinp Component Supply. Jecl¢amllla.FL 32256, B.kt l'dBr13201JMi TZfg ushiRs lYb YZJin 0082 T3Fji0E18IMFatal ID:?91roWxOOtOEk3Cl?tlBMoaxBOaueCTZfgIMBRH W IYDUY2ayKlNHPPoT3f=jIHEI81IDO33 3390 63-10 1 474 118812 2580 30-10 30o Soto 4.7.4 47.4 bu4 Smse 14.0 6x8= a 21 22 hl II 9N 6 1 son 12 gy6\I 6x8_ 3 p 4ss o zs 2 19 1 y 11 10 24 25 0 39 II 4,5= ]xu, p6= a6= 3310 Bdd 188-tz 268E 33-10 3810 928 6114 Plafe onsets lXVl-- 1162-120-0-51 IB'03-00.2-01 I10'Od-BEtl I IAADIHG(pal) 6PACING 2-00FT. CSI. DEFL In (roc) Vtlefl W PLATES GW TCLL 20.0 Plate Gdp DOL 1.25 0.45 Ved(LL) -0.23 9-10 4899 240TCDL 10.0 Lumber DOL 1.25BG 0.81 Vad(TL) -0.55 9-10 4552 100BCLL 00 ' Rep Sbess lna VESWB 0.40 Horz(TL) 0.07 a Na Na BCDL 10.0 Code FBC2014?P12007Matdi Weight:1291b FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Slm=u� sb Whingdimc0yapplledor3-ll-0x WHIre. BOT CHORD 2s4SPNo.2 BOTCHORD Pog10oeBlngdlechrii,liedms-11-10.1pecialf. WEBS 20 SP No MlTekhcommends that Stablllzere and residues crane bredng WEDGE be inetellad ood" Imus erec1an,in aamtlance With Stabllizer Rigby 2x4 SP No.3 I 'heli tlon ulde. SLIDER Lea 2x8 SP N0.2 1-6,0 REACTIONS. (Ibhize) 1=102N0.5-8,8=1020p3-8 MM Hors 1=-134(LC 10) Max Uplift 1=-288(LC 12),8=MLC 12) FORCES. (Ib)-Max.Comp/Merz Ten.-All forces 2W(lb)or less except xTan shown. TOP CHORD 13=-15]21584,34=1380/532,4-5=1929/855,53-19] 58,67=9717i5B7, 7-8=-17525!39 BOT CHORD 191=418/1338,10-11-702223,9-10=-23811 W6,8-9-39511404 WEBS 311=-1531827,411=-10851344,4-10=414d307,5-10-274217,8-10-37011073. 69-2"4 8,7-9-387273 NOTES- 1)Unbalanced roof live roads have been considered for this design. 2)Wind ASCE 110,Vu11--130mph(3secondgust)VW d=101 mph;TCDL=S.Opsf;BCDIa5.0ps[h=25X;B-15q 1.=26jfra -IR,Cat. 11;Elm C;Encl.,GCpl�.18;MFRS(directional)and C-C EeMwod2)0.0.0 to 3-0-0,Intellor(1)33 0 to 3510,Extedor(2)33-10 to 16-11-8,Inlarli 16-11-0 to 256-0 zon%C-C for members and fomes 8 MFRS for madom show,Lumber DOL=1 W plate grip DOL--1.60 3)Provide adBauate drainage to prevent water parching. 4)This truss has been designed for a loo psi bottom chord live load noncorcurrard in any other live loads. 5)-This truss has been assigned for a live load of 20.Opsf on Me bodom choN in NI areas where a rectangle 3S0 tall by 0.0 Wide .11 fit behei the bottom chord antl airy oMet membian,MM BCDL=10.0ps1. 6)Provltle mechanical connection(by others)of than to bearing plate capable of WtInstandllg alf to uplift M joint 1 and 2681b uplift at joint e. A WARWAS-Wn YrhlenpmmalmWaEla cache M pse Aep MLLVDEp 4tol REFER]e[E Ives W74M-v rassi eENaE YeE Oe4ar vandwvaaeY Wh MW."--m eMW or,Cb laaYOlwn nor—ters5wxntnM§IwmaeAµSq husion w4WienL rot Iwannitu Bache u¢.Ire daMa9 aablm mill valN IIagXAkKery Ol�tlp�wmwlmi mors w¢nYncwpval0MEdO4 rdi nn Oveldl Wdlp tlaLLy� WmJaavtaledkl0 wOwnl hr;llnrrl Mvpgliuw�m]/w clweamwMe wfy.MdlLava lvnp'xay aMpemunnlM¢ro MITek' aOWoh�aglad MakdMoq bperpacc9gwev4Ml'+O�xO Pw'fav4k4ryaw)pOgdy WOWe.rw aeOwd9�mc0�09'wm9Me aaefty vlwoy.causvcurasv NMaeYp OI In�Wc .-aryYenu rOa•NpVMI0 .0M ,XMb.pXd9aq 6CA WaipCwnpmxnl Tur,IL.1.Mtl. Stl•IYYbnMm mtlaDle6wn i�M aTs•WYae.RIe N.IOO SBm1.SI10312.Aavw�ryb.Vq Z(314. Te�rya.FL 3]eta Job Trues Tmas TypeGly, ply1131]47011 T21 Rad Spxlel Gunder e 1 1 7113Job Reference l'unalf, 15623 BUIdnpCaribbean,SW*, J kw Ilk,FL 32256, 8.11v5"`......a,..., vesbres'em. HuJIn auv.W16261] BlkPeget t1110 61110 981 11116 10:1WxOG10El©CII MasB0Ouau4LOXIPxexGkgTDIkOY1X03WNMAbIpCe28031 2 8-0 1-11-00 ado 6L10 L]d 4N 8111 6a6= SWe=111]2 6 aw II 2a II s ] ero tT x11 e>s 11 <K i 3 2 tt 18 1p 2p zl e Mia 11 41= 6x12= five= 44– armed 3usz4 Ptt-to Poi 18612 256E 1-11-10 7i to 42.e 811-0 her.Olsek KY)– Fl,0 Ed0e118'03 azul t1oai0 dant LOADING then) SPACING- 2-00 M. DEAL. In (kc) Vote tool PLATES GRIP TCLL 200 Rate Grip DOL 1.25 TC o.]8 Vad(LL) -0.24 9-10 >999 240 W20 2441W TCDL 10.0 Lumber DOL 125 BC 0.86 Ven(rL) -0.59 9-10 >617 IW BCLL 0.0 ' Rep Stress ln` NO WE o.]3 Ho4%TL) ON 8 We No BCDL 10.0 Code RBC2014RPI2007 MatrixMISWeight:12916 FT=20% LUMBER- BRACING- TOPCHORD 20 SP No.2 TOPCHORD Simdurd wood Manor,diredJy applied or 2-7-2 on NI BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rlgld ceiling directly applied or6S do brazing. 1-10:2x4 SP SS MITek recommends that Stablllxers and required cross trading WEBS 914 SP No.3 be installed!duNg May;emdlon,In accordance with Steblllzer WEDGE Right:2x4 SP N0.3 Installation guide SLIDER Left SP N..2 IS REACTIONS. (Ienlan 1=1590658,8=1091/63-8 Max HOD, 1=-134(LC 6) Max Upllit 1=4]0(LC e).8-292(LC 8) FORCES (m)-Mex.C`np.MtalL Ten.-Alifomes 250(Ib)`less except when atwwn. TOP CHORD 1-3-200370,3,4-22]058x,65=-23506357,Sb=-2402/]85,6-]-1663/636, 7-0=1899/511 ROT CHORD 1-11=-59]2134,10.11-10303520,&10-2301215,8 371/1615 WEBS 3-11=-36Y1382,4-11-152]/504,610-1812/5)S,Stp 323819,6-10=-429/1395, 6 9-234835,7-9=-364256 NOTES 1)Unbalanoac mof Ilse loads have been considered for this design. 2)Wirld ASCE 710;VUI1=130mph(3-second glial)Vasd=101mph;TCDLd.Opid;BCDL3Ape(It25d;0=45X;L--26h;esvr Vis;Cat. II;EV C;Fort,GCpI=O.IB;MFRS(directional);Lumber DOL=1.60 plate grip DOL=1.130 3)Provide adequate drainage to prevent water polling. 4)This truss has been designer,for a 10.0 psi to0om chord live lcad ronconwnent wilt any other live loads. 5)'This truss hes been designed for a live load of 20.0,E on the bosom Moll In all areas where a raclargle 3&O ad by 2-0-0 wMe will fit between the bottom chord and any other members,with BCDL=I0.Opsf. 6)Provide mechanical connection(by others)of tons to beaMg plate capable of wlhostending 47g to uplift at Joint t and 29216 uplift at Joint 8. ])Use USP JUS24(With 10ft!ndls Into Closer A IO f nails into Taxes)or equivalent at 2-114 from the left enol to conned Wastes)to obck face of bottom chord. 8)AN all Grafi fmles where Mager is in cohta it with lumber. 9)Hanger(s)or Omar connection deNce(s)shall be provided sufficient to suppod concedmled faddist 11616 down all 130 to up at 1-11-10 On top dant,and 1416 down add 14 to up at 1-9.13,and 3216 down enol 2016 up at 2012 on posed chord. The deslgn/selectlon d such connection devlce(s)Is Xie respplsiblliy of others. 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as VOM(A or beck(B). LOAD CASE(S) Standard! Q WIIIWNPP^rrY 4^k^PneevrwawW afAO NetfeeN Ta6Y10 NCL.MIIEx aEFE .101Owels.m.faeYA/eaEFONEVSE nml�rWtlfw uw«NYwlm AYlHePttnrr:lcrs R6a,5nnelwral rely N*m grm�elasewxn.odprmmYMMQM dIMy ca —,rot dlhg".�n B�r9 leM�cmm kilo,sve Y eH� eoIX4INor vve yi --les.p,podymapvale she cin mb llv—oil rg oll'uM]W InmweDatl/w cM1rtlmem[as MY ]W]eartl itmpmyatl�rmiani baip bewew�eMetlMAmM.ndto Wevenl WkxrxwllnprtyMe N'xm:M LPryadgopeMdm�aPa. Iv[ggtlpWver NOlq Ma e eAtalbLilor�e,QlNery.nerc.Iknmy Ma[:Lp ofm�e antllnm.2im .exoce.1A1 l,le ,ga1-aPW fC91WgnPCanpmxe ®d PeN EaTBM. SdMy IManutlm ae68Ae hcm Ir�Flale huM4e.RIa N.lee Slreat 9lb S12 NeiavN¢VRY1al E, ienpa,FL]Aa10 Job Trim Tis Type r Oyc PN 13174TOA T21 Roel SpeueI Ginter i T113tIW3 JobZVIIarce Sorel Buildup Comporenl5upply, Jecksomille,FL-32268, 8EMl?cp1320fl MiTekl Ind2XI,ahITD1 Jun BoINW?Mg, Pepe2 ID:?ejro W MlG 1 OEbC IMBMossB00uaaaJ4Lozl2%eXGIsQTO HOOYI%D3 W Nd?AbjpGze031 LOAD CME(S) Stalaten 1)Dead+Boot LIVe(bWwIa d):Lumber Increme=T25,Plate Increase:1 25 Undom Loads(PII) Vert:1�E0,3<-60,4E=60,6-0 M.1216=-20 Cmcentraled Lcads Qb) Vert 3 33(B)11=i3)8)1T_-565(B) WJPNMe-VVXy MNanpxvnM1nmCPEEO NOIEBGH rMC<NOWCLUOED M?Ek NEFEPAH[E PA4E W]O>7nr IMWNIa9EPOPEYeE �kn Wp 1o�useWYwlXr MneAAconredm MdeNalebxetloNY ut',m I�u'nNers9wwn.or✓]elw m MUM4[Jtlrgcmmpngpt rol •rsryLeo Valdau6 XabllWpeWyq 11MIrgIMy ry'a gNbeAIN ul tlxfl�n cRvelW.i—d rtmpcppVe�M�XMMOMemajt hldtp Wlpr.BmfplvYuletlYbpevenl btllrydrLrvkPd InawMm]/or -Mnm Veit,NJekaVlfamtna,oyaMlbx4y eaWa.�«�pedwdmklvreero pevenlcal[{Mm�Ae(»ranYl ra.v ww p�wnN a.oaw.ro�premarm<eY�ere a� ek am lwv dame.deerery.mecL aq by lgolkrse[pq ku¢rls�emc a�e1M51/IPIIQMI'/cm.m,ouasmaxv WYlp CdppaWll I. Pe n.Ener a. awr IWmmkon wafer.ken 1�elam rmm�re ziay.�slreee sEwa�z,ae.aau vazzaia. 1.rry..a.io Job T. That Typs Op Ply 131]4TOA T22 Jack-Clop. limier III Reference(oplionall 315624 1 1 Burltlrnp Component StgpN, Jackaonvrlp,FL-32256, &.11d6Apr1320-] hihkIMusais MEMWZd 80gVEO]2s1] Pepe1 ID:99jNWx0G1 OEKJCIRdB1Aos}BOOu-2neM1IbpZOMN0pK3EAkWZtl52ZW TpVE9PFTMk4x W 90 3]0 3]9 Stele-111.7 2 3 AF2 �s 1 me= a II 4 s]a 3]d Poste 0Xaeta IXY1- IYO-0.120.1 AI LOADING (pat) SPACING 2-0 CM. DER In (kc) Well IM PLATES GAIN, TCU- 20.0 Rate Grip DOL 1.25 TC 0.32 Ved(LL) -0.02 SB >999 240 W20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Ved(rL) -0.05 SB >014 180 BOLL 0.0 Rep Slreld In. NO WB 0.00 HorI 0.01 1 we We BCDL 10.0 Code RBC2014]rP1200] Mattlx-MP Weight:1516 FT=20% LUMBER. BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOPCHORD Structural wood slNathtng directly applied or 3-7-8 oc pudlns, BOT CHORD 2x6 SP No.2 except and vOtcals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling tlrectly applied or 10I oc bradlq. MITek recommends that Stablh.and required crass bracing be installed during could erection,In accondows Mtn Stabillxer Inatelletlon Guide. REACTIONS. (IaxHo 1=49(UG ) 5=58&Mechanicel Max Hort 1-1460 B) Max Uplift 1=14fi(LC 8),5=1)4(LC e) FORCES Do)-Max.COmplMax.Tan. All forces 250(Ib)or lase except when shown. NOTES- 1)WI W:ASCE]-10;Vu11=130mph(3-second goat)Vasd=101mph;TCDL=SOpai;BCDL=S.Opsf;b=25ft;Be 5ft;L¢4X;ea ft;CeL ll;Esp C;Encl., MFRS(drecllonel);Lumber DOL=1.60 plate grip D0L=1.60 2)Tbis Was has been dldlgned for a 10.0 psi bottom chord INe load nonconcurrenl Win arryolner W.loads, 3)•This truss has been designed lora Ilse load of 20.0pd on to bottom chord In NI areas where a recangla 36-0 tall by 2-0-0 Wde WII XI oelween the bottom chord and airy star members. 4)Refer to groans)for truss to truss connections 5)Provide mechanical connection(by Ohm)of truss to bearing poste capable of Whstanding 14616 uplift at Joint 1 and 174 to uplift at Joint S. 6)Use USP THD26(Wit 161 halls Into Girder&NA90 trails into Truss)or equivalent at 1-8-4 from the left and to conned trues(.)io beck face of bottom chord 7)Fill at nail Mies¢Tare hanger Is In confect Win lumber. 8)In to LOAD CASE(S)seuchon,loads applied to the face of to Iruld are noted as front(F)or back Rh) LOAD CASE(S) Standard 1)Dead a Roof We(balanced):Lumber Increase=l 25,Poste Ircresae=l 25 Uniform Loads(pit) Vet 1-2=60,2-3=20,4b--20 Concentrated Loads(Ib) Vert:9=880(8) AadAAtIp Vwl/y4WpnpnanneraYrO aEIO XOIE4W rMUIMO pLLapEOMIEN flEfERFNLEP44EMb]4Anr./IXNNIaB�IrE eaE �' �IVIxOXM ren Gay NM1 Mluk®mvmMv.RAIXtlpr6lvr]aYYrN rpNmrele¢9uw.orW erwmYeAWlM pArlrlrpmrpvpnl.ml ' mnepenr.aeiae r.e.lre na�rgmbrrer mrm uenNtsgiYCdi1M olaerpr o9m,elas niers aoenrncaporrne MEee4IXMOX¢oveMl k°J'e q°s m� `a pa�ad�krw�a�iY � fc,pon cloulemnaru ding. er.lam�P Milek ldrhwMh LL�rWa.dYwrY.xeclbn OdbIXkrpol AUMUMImapbnc reslNll/INI nenatl94'-Mice re9adrb Xu MlxkMrrdbr m�f We Ywn irvfloHxWlrle.R18 N.lea sBeal.Slle]12 PbFurtlYl V�31��bHd9ageCA WtlipCwnparrxrl 6arrpaeFL 3M1D� Job Tuna T.Type . CIY. ply 11316625 I13174TOA T23 Roof Special 1 1 tluNlrp ComponeMSWNY. Jacksonwlb,FL-32256, 8.110a Apr 13201]MITekelfiveraft industries,Im. Thu Jun 80929:182017 Puts ID:NWWx GIOEk3CI7dBMo SWB Wii3VlpBRIWA uFMFI"Wni%"Id WHW2M139 64•, I0-11-0 15-6-12 2e-]-0 22.a.p 611 4.7.1 L]i sea 1.11.0 pas= Scala-1,30.7 4 6 0 12 7 10 u II k 3 5 06 0 8 1B 2 1 — R e p 7 a6= 4 &4. 1a6-12 2289 d ➢20 6114 PIeN OiNMs IXYI-- 110-"E fd'03-0 o-2i1 LOADING(pet) SPACING- 200 CSI. DEFL. In (roc) Weft IW PLATES GRIP TCLL 20.0 Plate Grp DOL 1.25 TO 0.61 Ver(LL) -0.22 J-8 a99ir 240 MF20 240190 TCDL 10.0 Lumber DOL 1.25 BG 0.75 VeQTL) -0.52 7-8 .522 180 BCLL 0.0 ' Rep Stress Ihor YES W B 0.27 H.(TL) 0.04 6 Na rue BCDL 10.0 Cooks FBC2014?P1200] Metria-MS Weight:106111 FT=2. LUMBER- BRACING- TOP RACINGTOP CHORD 2e4SPNo.2 TOPGHORD Structural w'OodsheMBing drecflyapplbd or310-0 no purtts. BOT CHORD 2x4 SP No.2 BOTCHORD Rgid calling alrectly applied or 1000 oc Meting. WEBS 2x4 SP No.3 MlTek recommends that Stabilizers=,Wrgas braGrg WEDGE be Installed doting hues erecfion,In e gas Right 2x4 SP No.3 he tape aumon. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Iblsize) 1=900M1echanlcal,6=900/0-3S May Hoa 1=133(LC 10) Max Upilft 1=-2W(LC 12),6=236(LC 12) FORCES. (Ib)-Mex.Comp,Mlax.Ten.-AII fomes 250(Ib)or lase except wren shown. TOPCHORD 1-3—lWU1149,3d=-1371B7g4-5-1471=1,54--1 471 BOT GHORD 1-8=20]/1205,]-8=-1571841,6-0=31812113 WEBS 3B=30Y256,4 8=-214BOS,4-7=-25W47,5 7=37(V276 NOTE& 1)UnbNanced hoof live loatle have been considered for the design. 2)Wind:ASCE 7-10,Vult=lWmph(3aecmd gW)Vasof 01mph;TMI-ii1 Opal;BCOLd.OPsf; h=258;B-a5ft;L24ft;eave=4ip Gat Il;EV C;Encl.,Gi S;MWFRS(elections)and C-C Edivi )000 to 361 Iniera(1)30-0 to 10-118,EJderor(2)1O11-B to 1311-8 2ane;C-C for members and fomes 8 MW FRS for reactors shown;Lumber DOL-I.80 Pace gnp DOL=1.60 3)This hues hes been designed for a 1(L0 pal bottom chord we load noncomaent with any other this leads, 4)-This Imes hes been designed for a live lead of 20.Opet on the bottom chord In all areas afters a rectangle 36-0 tall by 2-0-O W de Mil fit beMreen the bottom chord and any other members,with BCOL=10.0psf. 5)Refer to grill for Voss to these connectors. 6)Provide mechanical connection(by others)of huss to beating Alam cepabe of whistandlrg 236 to uplift at taint 1 and 23610 uplift at join 6. WOVMIy MpnBWwXgEWr/pEAO NUIEe PY 1NIECXOWCLUOEq Ng EN gFFEgq HCEVAef M]I7l m.lOOYAIEIEPoXE UEE �tlpr vWO(w wYyvT Mleldmvaclpi lit MNanh[wnOONYrT�MUmelers Law.uW lla mlW3uA plyrp carywrent ro, nrm Mbm telae W.X'B INWr9dW4rier rtpelVmlfYlM4CaerlyM of hdT WaneemutlgWerlYbcaWow X,hdmUr Nollnoverdl {} M4M1V dX4l NOckVYACOIBtl B,o PeverLdX:Yw9MlreMtAtlfivwmmU/n NwG memCenaYY.M]xa]Paw n,M¢e9 MIIOk' ktlswKrePW�Iw WYiNmdbpeven,M4ta MIhM�lePomvlkBEYatlpgWYmr�a.id9WWrd aWBMtl .Fn4fe . NWIcaIM Skr�.tlMvay.erecbnad6adpo,lnes[milr�Mlem4 m6WWIR14bM46WW.aY2VOM aC9 NklIgCUT Lurk Te^Vs.FL 3Y1e 9�Iy Mn4ym attl�xan lnffi RUH YunlYla.2le H.lee Sheet SIW J120HmvJh VA'Oa11. Job Ta! T.Type . Ory, Ply 13 11315828 1ATOA 721 Cons. 14 1 Job Reference LIAO") innocc,C Po MSuppIY. Jedwonmlle,FL 32258, B.ItO eApd 13201]-"Termaeai�,Irc. Thu jun 809]e20201) PNet 16."IjMWx IOEUCI]OBM.BWO TLg"Y jH140 MHDMjW,T_gNbSDMKIpdn= eb4 tail-e 158.12 2I- 11L bl-0 6]i bP4 g¢4 = Surd-1 Me and 12 1a 20 2x4 II 2N II 3 18 21 4.i 4x5 1' 2 6 1 ) Iqq e 31811 ars= os= 3x, II 8 < 5612 2-1b0 b. 4 62d 6N Plate 011eNe IX.YH 11:0.2-1260.1114'03-00211 I]'OJ-130-0-11 LOADING 2 0 SPACNGE4TIDERL in 118) VdeX 40 PIM OypiTOLL 20.0 Plane Onp DOL 1.25LL) -0.22 &9 -999 240 PLAT 244/190 GNPTCDL 100 Wmbed DOL 1.25Ven(TL) 0.54 B-9 .43] 180 BCLL 0.0 ' Rep Stress II YESHOR(TL) 005 ] No No BCDL 10.0 Code FBC201A?PI200] Weight:108 to FT=20'b LDNBEiF BRACING TOP CHORD BN SP ed2 TOPOHORD SWCWral all sheathing QrectlY apalled or 4-2l co purlins. BOT CHORD a4 So No.2 BOTOHORD Rigid telling Nrectlyapplim,or 10-0-0 ad bmarg. WEBS 2x4 SP No.3 -Tek recammends that Stabilizers and required!was bread, SLIDER Left 2x8 SP No.21b-0,Right 2x6 SP No.21&0 W wall dudN lase erectlon,In accordance With Stablllzer Instolagon out&. REACTIONS. (odne) 1=BT/N-53,]�T]N53 Max Horz I=-129(LC 10) Mex Uplift 1=-230(LC 12),]_230(LC 12) FORCES. fild Max Comp.Mlax.Ten.-Ac tortes 250(to)On less except when shown. TOP CHORD 13=13431438,34=131 81555,45=-1330/565,S]=-1345/43] BOTCHORD 1-9=-289111]0,69-15]099,]-8=-28 84 13 2 WEBS 4-8=214MI6,58=30&251,4-9_-20 N.3-8-288246 NOTES 1)UMelanced rourJere meds nave bean considered for this drought 2)Wind ASCE 7-10;Vmt=l3omph(3-secant gust)VsmI01 mph;TCDL=S.Opsf;BCDLSApr,n45X;B=4511;L=24X;save=411;cat. 11;EN C;End. 3Cpl=0.18,MFRS(aredionel)end 0-G Exmdor(2)P60 to 3-0-0,InterIchl)3-60 to 10.11 b,Extedod2)10-113 to 1611-8 zdne;C-C for members and forces A MFRS for reactions shown;Lumber OOL=1.60 plate gnp DOL=1.80 3)The Woe has been designed!for s 10-0 pet bottom chord five Waft noncaromm nt Md,any other We loads. 4)•This muss has been designed lora live load of 20,0pst on the bomm chord In all areas where a rectangle 38-0 tell by 2_0-0 arm will pt between the bohom chord and any other members,with BCDL=10.0psf. 5)Puvlde mechanical connection(by others)of Wss to bee ding plate capable of w,wrarmir,23010 uplift at joint 1 and 2W to uplift at joint 9. Q WggNNa-VMryOnlen pvxmnn.anlgEq{IgplLB dy ler,Aw w[LYOEaINEN...a III m.r oacrui EfaNEYBE. W f pi wIN la mfrs wJY wAh I.YIeMB emreelm M�r k Mare wiY uryn rvewnelers tlwYn4 a'd a Iw m Mutl4[JtlYg eenpamL rot MIMMIem.Bslwa uz.11a MYdrp tlns♦y�w rrYY1NAdY On[4TAc?Ilyddetlgr Maretenwl pOPeeY lrrcuM ale RkQ Urltlo Meovadl e1A,dwyr warJp Yx1'akrlhMPaYaiM Jy4 MYVAMu]InawebaWd tlwEmanUnaNY.]gtlpolemttWY m]PemiaiwJM 3g M k• 6 a+MxreVweaddeasY,—fion rmicdkpewllnttwE�Por�cr+EeAxYari PalwxlYMn�e.fa 9er'erd9�4WE�rMdrV[¢ h'1l:MYALeM0.RY.erslknmlrmcVOalnlwM4glivaflgerrC�ee4flN/MI4]WrIC1Xwh,OLd9aplCYMYgC4rry rwN 6YM V.b ENaM. 9Wy WpTdm rnUdxBepli lr®%aHMNe.zla N.Iee Areei slue a12.Nein Jh vnz2il4. T.rrye fL aY10 JOE True Tiler Typa . Oly Ply 1131682] 131]4TOA T25 Gammon Small Gabor 1 1 Job Rataraee o MnW BWNirg CompolWnl Supply, Jecl¢am411e,FL 32258, lOE ahsaso01eoul WlMudriea lx. Tbh Jun aiS.N21201] Page 1 ID:pejlDWxOG10Ek3CI7dBMoazB00h-nOC]3sgOp�dlEq II-r, FeiEeNCBBIJIReaID02y S]d leltd iI9 1638 2111-0 S]8 SO-0 2-0S 2dO 5]8 ace 3509=1gn.p 5II 410- 6,00F1 2 B 2 3 136 � 485 e i 8 1 �a x4= tB is 14 13 1211 6e8= am 11 dSS� 31d O 3]e 5, q >B B 11i B4B Oyp 1 oea Plate OXsets(XVI-- ❑'6611 Q0.31 I5'Qt-0.41-BI 19'62-0Q - lf]'O4-12 EEplfg'O -B Eticel LOADING(psi) SPAM 200 CSI. DEFL 1n (Ix) NO UdFWi.�W:S GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.95 VerI 0.131033 1989 240 244/190 TCDL 10.0 Lumber DOL 125 BC 0.55 VenQL) -0.271Q33 1707 190 BOLL 0.0 ' Rep Stress Incr YES 500 0.85 Horz(TL) -0.O4 9 We Ne BGDL IDD Cotle FBC201,hTP120O7 Mattlx-MS 2016 FT=20% LUMBER- BRACING TOP CHORD 2x4SPNa2-Except' TOPCHORD Structures wood sheathing dime"applied!Or4-1-0x purlins. 5-7:2x4 SP No.t Except ROT CHORD 2x4 SP No.2 1Row at aref 56 WEBS 20 SP No.3'Except' BOT CHORD Rigid will,directly applied or 140-0 x trading. 3-11:2x4 SP Na2 MTek recommends that Statall]ers and required thus new, OTHERS 2114 SP No.3 bo Installed during was erection,in axoldanos calm Sublimer SLIDER Right M SP No.210O Installaion Quids. REACTIONS. AII bearings 6-4-8 evept gplengti 9=088 (1b)- Max Horz 1=129(LC11) Max Uplift All uplift 1001b or IEas etjolnt(s)i,14.15 except 9-171(LC 12), 12=391(LC 3) Mex G. All readlons 250 lb or less at pings)13.14,15 all 1=2fiOg-C 1), 9=888(LC1),ll�l(LC3),ll�(LC1).1=28o(LC1) FORCES. (M)-Max.Gomp.M Ten.-AII tomes 250(Ib)or less except when shown. TOP CHORD 1-2=49901,2-3-3981150,34=327/159,]-9-98&251,5€-54fl/1B],8-]_889/251, 4L=27&162 BOT CHORD 1-15x01340,14-15 /340,13-14=0]340,12-13�40,1192=01340,10-11-12801$ 41R-128]]12 WEBS 5-11=3 5 501 5 4,7-10=0928 NOTES 1)Unbalanced had live loads have been considered for this design. 2)Wind ASCE]-10;Vult=130MM(3saond gust)Vasd=10hl TCDL=6.Opel;BCDL6 Opef;R25t1;Bd511;L=24X;mail Cat. II;Exp C;End.,Gl18;MFRS(diredlonal)and C-C Exlerior(2)000 to 3-0-0,Intomil M-o to 13 9-1,EMerol 10,11-8 to 1Q4-5 ame;C-C for members and forces 8 MFRS for rewhore shown:Lumber DOL=1.80 plata grip DOIr1.60 3)Truss dedgned for vend loads In the plane Wind Muss only, For studs exposed to wind(normal to"face),see Standard Industry Gable End Dwalls as applicable,or consult quellfled building Messmer as per ANSI?PI 1, 4)At plates are 2x4 MT20 Others otheral indicated. 5)Gable studs spaced at 1<0 oc. 6)TI-se was hes been designed for a 10.0 psi whom cMrd live boor xncolwnem seen any other has bads. 7)-This films has been designator for a live load of 20.Opt on the boXan cMM In all areas wfiae a rectangle 380 MI by2-4D raids will fu balwaen to bottom cMN and anY other members. 8)PmNce mwlranlcal connection(by others)of cess to bearing pate capable of wtlhstanmrg TOO ID Opt III at jolhl 1.14,15,1 except ONO)91]1,12=3111. 9)Gmphlml W dln representation does rude depict the an or to orientation of Me Whim along the lop an1'x bottom eMN. A-moo O-VMry Oelpn pnYmre MNEAO NO]Er ON]NIr4NOWCLUOEO M]EN aEEENNLEVIOEMY Afl m.1DOYA159ENaE UeE u.�' ceSyl Wtlf lw,mwJY wah 4NeL®oanadaS.IM W'4a�k h 1.1 Is..'morula mkvAWi✓J lwrWgm'plupnt ml N_Y�M■ wmaiarom.do.lie.n¢brol mow,m,N verily1M gCYcWm of d�pos—' sen gLpellY Bwwxlala BM reason into Pru avertll ares mwn aooB19B1mrnadamwawrul Eadlro«11YxwaalaaewaooxNo«x dmammo WW.AaaBol«ramped,old Peml�W .-inri MiT, Bd�evyreu lw MBily Ore".Orn mOinaae ulmpmtlepnlW-1eyudlxoFateady ,raaoist dmMh,cerep�OYgM rassaff 5Rm3e.d9 from om ne aq ppap,If... eSeml, h IWSBIIL/aI191501E GXW.afB-09aMaCL BYEIipCMlxMwi a0<Peke EVI BMd 9daly YEwndol aNQMYom lice FMb ktiI111M,41BN.lee$aeBL SJN312 NemgM VA U. iaryo.LL 33810 Job r. Truss Type . Oty 4 Ply i31]4TOA TM Common Slplsrlec Gable 1 1 111315020 ob mi 0 II oullwrN r.ompdnem auppry, J9CxsomIIN,OL-x2256, OWC1Apr13aBbOr. eklndushles,lrc. bound 00020:23201] Pope1 ID't81NWxOG1 OEgGI]dgMlossB0Ou-MNyYMKOCPoLIICaRlwaleAll&Dzt newt Wa802x &&0 1&aa a4p &oa said= scale 1:20d B 0 6.00 12 18 6 0 2l 4 ID 3 25 2811 2 2 13 •Jx4= 24 23 22 21 20 IB 18 17 16 15 14 a.- i 800 IBOO LOADING(psi) SPACINfi 200 CSI. DEFI_ in 0.) Well Ud PLATES ORIP TGLL 20.0 Rete Grip DOL1.25 TO 0.05 Verf Na - We 000 MIA 244100 TCDL m 10.0 Luber DOL 1.25 BC 0.02 Ved(IL) me - We 009 BOLL 0.0Rep Stress 1. YES WB 0.05 Horz(TL) 0.00 13 We We BCDL 10.0 Code FBC2014/rPN007 MemxS Weight;U III F7=20. LOYBER- B"i TOP CHORD 2x4 SP No.2 TOP CHORD Structural wand sfleaOing directly applied!or 600 oe immune. BOT CHORD 2e4 SP No.2 BOT CHORD Rigid rating dlrectlyapplled or 1040 oc brei OTHERS 2x4 SP No 3 bill recommends that Steb0lzere and recall moss bracing be Installed during truss arrested,in adcordance wltn Stabilizer Installed.dunce. REACTIONS. All bearings 160-0. (Ib)- Max Hou 1=-06(LC 10) Max Uplift All coi01001b0rlessalldM(s)1,A,21,22,23,24,18,17,16,15,14 Max Grav All reactions 250 to or less atldnt(s)1.13.10,A,21,22,23,24,18,17,16,15,14 FORCES. (Ib)-year.CompolAax Ten.-Ail fomes 250(lb)W.except Wien shown. NOTE& 1)Unbalanced,mot live loans have been considered for th5 design. 2)Wind:ASCE 7q VuloA 30mph ISsecondgust)Ideal 01 mph;TCDL�.Opa(BCDlr=S.OPot R251t;B-4511;L2411;eaveidef,Cat. 11;Exp C;Encl.,GCpI=0.18;MFRS(dimc0ocaQ and C-C Comer(3)0 0c,to 3 ti Extedar(2)300 to 8",Comer(3)800 to 11-0 0 zomcC-C for members and tortes 8 MFRS forteac0ers 9hosin;Lumber DOL-1.W plata grip DOL=1.80 3)Truss designed for wind loads In the plane of the Ws9 only For studs exposed W Wnd(Imrmal to the face),NO StandaN Industry Gable End Details as app0cable,or consult qualified building designer as NrANI 1. 4)All plates are 2.4 MT20 unless sthervxse Indicated. 5)Gable requires continuous botlom chord federal 6)Gable studs spaced at 14-0 of, ])This truss has been designed for a 1O 0 psi touch chdN live load noncorcurrent Wth any other live loads. 8)'This truss has been designed for a live load of 200pst on flue bottom chord In all areas adere a rectargie 3&0 bid by 20 0 Wide WII fit between the bottom chord end any other members. 0)Provide mechanical connected(by otlters)of times to bear N plate capable of Withstanding 100 lb able 9mngs)1,A,21,22,23, 24,18,17,16,15,14. 10)gaveled plate or shim reduced!to provide full bearoN surface Win Irks cion at Jousts) 13. Q W4/iNMGVMrytlapnpermmerm m Fudm MaTEe WIdvasadwC`dsvod EIeaiFN4 P,14EMe71Anr.1003 o.... neLpr WNWux wJY'MT MIUMewmwlwc BR�4a11K1]aYY4�Wemelaihrwn,wW KlwmYtllWx4 d,MYgwnnpwpli.rot nlugession laelffi.11'e Wkbg aeiNlrer n,IrtI VMHIIapRllcadlry oltle4Rlr{ae¢1enaMP�6YxIcolFaa. WYaanlonrearerdl WJpds�rr. B¢Fp YticalMaio pevanl WCYWg of x,tNMq KW wepol[I/w crcrdmaMasaYy. MSlbrctlemgxay aW FalnamltlmJg Y Mori re[IIIWra akdlNandlopevertl ecllW�WINpHxe prard Y4ayatlgMrMy4n,qra,fwgug,d prYYarca rAyad•g ale IONIC N1ntdlvl.ilaWe.tlwWW.necMnatlnacYV or 4,mnalG llruaYarem.aeeW5g1N1 pYp11Y CNxb.pHd9 ageCH B'tlgCurouleN E IBNtl I.,F,x991 MMy Mwmdolr wdatle tcm ilrvflale hsAOe.RIB N.lee Shcel.Sl1e S12 NewsfM Vq R2a14. Temp,K 0 Job Tris T.Type { Cry I ' 13174TOA T2] Common T11315529 Job --•-••e-••••w•-•••Wwo• +a:.emwnln,rl.-ueeo, 8.110e Apr 13201]MRek lntlustriee,Ina. ThU Jun 80029:24201] Pagel ID:nJWWx tOEMIMBMassB0 LMlm4WDW"UVMPBBMBLeIEkRwLpgABOgIETAr802v Id00 320 48a 5100 7-2-0 90_0 1-160 1- 40 1.aa 1-4o I+0 t-100 4v6 11 Bole I:ITB 4 Sol 6 3 R B p Rt 1 12 11 10 9 B 13 ] 0112 1-10-0 32-0 460 5100 R20 9_0_0 0&12 40J 1-60 1d0 160 1-60 1-100 Plate OfiseN lX VI- ItO1-]P1-01 p'0.1-]0.1-01 LOADING(pail SPACNN9- 2-PO CSI. OEFL. In (loci UdefI WFPf GRIP TCLL 20.0 RatDOL 1.25 TC o.28 Veg(LL) 0.05 >999 24024U190TCDL 100 Lum1 1.25 BC 035 VW(TL) -0.0 &9 >999 180 BCLL 0.0 ' Replncr YES WB 0.05 HorP(TL) 000 7 Ne Ne BCDL 10.0 Caf014/TP12007 Metrix-MS lb FT=20% LUMBER- BRACING- TOPCHORD 2x45PI TOPCHORD Structural aced sheatNng dreclly aWlietl or 6-0-O pc purlins. BOTCHORD 20 SP No.2 BOT CHORD Rigid calling directly applledor 8-11-11 ocbredr, WEBS 2x4 SP No.3 Mil recommeMa that Stablllzers and required cross Mach, be Installed dour,traw erection,In accordance with SbaMlizer Installation guide. REACTIONS. (Ib/size) 7=318Mtedenscal,13=WN0.3-0 Max Hon, 13=54(LC 11) Max Uplift 7=-195(LC 12),11-247(LC 12) FORCES. (Ib) Max.Conp.rt4ax.Ton.-All forces 250(lb)ormssexcepothen shown. TOPCHORD 1-2=-355/454,23 381/512,31=d3N51],65=3191505,SE=335/490,8-0_359/4]7 BOT CHORD 1-13=-359@92,12-13=-383292,11-12=459292,1011=-3831292,910=-383292, 8-9-3(K3/292,7-B-383292 WEBS 4-10=-20VlW NOTES 1)Unbalancetl roof Ilye loads have been considered for this deal 2)Wind ASCE]-10 Vult=130mph(3 second gust)Manuel 01nph;TCDL=5.0parh BCDL6.CFel;III B=4511;L4411;eevedih Cat. 11;Exp C;End.,GCI 0;MFRS(direction,and C-C Extern 0-0-0 to 3 2 0,IntedOr(1)32-0 to 66-0,Exteril440 to 7-6-0 Pone;dntinal lett expeseb;porchleft and right eippera -C for members and fomes 8 MWFRS for reactlorw shoves; Lumber D01=1.80 plate gnp DOL-1.6) 3)At pleles are 20 W20 unless dnervase Inclosed, 4)TNs truss has been designed for a 10.0 psi bottom thud live load npnconcurp nt wgh any ofher IMe leads 5)-This traw has been designed for a III load of 21 on the bobpm chord In all auras Mom a redawle 36-0 tell by 2-0-0 Woe fall lit betvleen the notion chord and any other members. 6)Reber to gmefts)for buss to truss connections. 7)Procyon mochanlcal connection(by others)of trues to bearing plate capable of witbwtandir,100 Aft uplift at)olnt(3)except all 7=195,13=247. Q waaxlxa-vriry mnenprenulmeneaEgg NVIFBOx7raS.Wg Wttuoeorin[xaefaaexce vaaawa4aa m.lavarswseEvaEVSE clo—WtlIor Ute —In MIodir nruclm M[deaTkL�tlMyuµv�{x.munlnrsyx,wrt mfSlolm MM1k1ud WChg canpvpni,rot nopecemearoar"Ude"Prom�rlauP.,rrrsl.emylrem�w:mlmo1aa49a a.m�elersmuwa><+Ivk��mrata meempnnronwoyeral Mie a�my��war�ax �'larlolo wevallcolly�mnpiaire°Mev�ma°fw mdrrlrw wremara ase rewaeliw to-aM idnNatkvl.5taaye,tlewery necM1nmy 4aXpolhmmad Lrruryelar¢rs[NNN/M16tlhnkella.gaa'aVvq aCal auW9q Cmpwrwtl 6Bw PutsE. SrIMy IMmmatlm nvdlWle ryan Nm Rale MMr1e.21BN.leealreeL albdl2 NBNNh VA2L114. Tnrye.R Psulif 33510 Job Trw T.TYPE Gh4 Pty 131]4TOA T28 Common I I T11315630 .'lowCom Job Rate--E(Babbitt porenl&Ippty, JeckwmnlN,FL-32256, 8.110.Apr13201]Ml I G1 lMuddes,l0c. re Jun 00828:24201] pagei ID:. jMWRIGlO MlSOBMw B00uL]3Lm WnWXVUVMP0 WL01DpR WAWgg TA ,, 60 4.6.0 68-0 3 Scala=1:107 BW 12 1] Is 5,f L 18 10 z + s �w ` a e zx4 II 410 II are II 0412 4 o pp0 OWal ye4 yg0 Place OiNMs DLYI-- 11:03-8 Edpel LOMNG(pM) SPACING 2-Og CSI. "EEL. In (I- gde0 "m PLATES GW TCU 20.0 Plate Gnp DOL 1.25 TG 0.35 Ved(LL) 0.05 8-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BG 0.26 Ved(TL) -C. 6-14 x999 180 SIM 0.0 ' Rep Stress lncr VES WB 0.05 Horz(TL) -0.01 I we We BCDL 10.0 Code FBG2 'PI2c0] Metrix-MS WefgM:381E FT 2M LUMBER- BMCING TOPCHORD 3d SP No.2 TOPCHORD StuMrel w0aC sheathing drI spplacl or 6-60 oc ans. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid cuing tiredly applied or 10.0.0 be baring. WEBS 2,,4 SP No.3 MTas-.--and.Ilei StabllizeIs and requVm c=rag SLIDER Leff 2x8 SP NO.21 6 0,Right 2 4 SP No.31-6-0 DQ Installed tlurilg Imes 0redlon,In awoMan0e W th Stabilizer InstalleMw puitle. REACTIONS. glefe e) 17 03-8,5 Uflvlecheniad Mex Hoa 153(1.010) Max Uplift 1=-249(LG 12),5=496(1.0 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except"an shown. TOP CHORD 1-3=32]/448,3-5=-295/430 BOT CHORD i-6=295/238,56=-29@238 NOTES, 1)Unbalanced root 11w loads have been oxaideretl forthis design. 2)Wind ASCE 7-10;VJk130mph(3-second gust)Vasil=101mph;TCDL=5.OpP,BCDI-5 OWL.III 8=4511;L=2411;eave-411;Cal. II;EIy C;End.,GCp1=0.1Q MFRS(directional)end C C Exle0or(2)0-0-0 to 3-0-0,Inlerohl)80,0 to 0.6-0,E,denor(2)4-8-010 7-(l-0 zone;cantilever left exposed;porch left add fight exposed;C-C far membea and tomes 8 MW FRS for reals ore sboVm; Lumber D01-1 60 plate gnp D0Ir1.60 3)Tills truss has been designed for a 10.0 per bottom chord live load mnconw0ent Wth any other We loads. 4)'TMs truss has been designed for a live lead of 20.Opsf on the bottom chord In all areas Mass a rectangle 3E-0 tall by 2-0-0 wide Wit fit b...n the her.chord a1M any Other members. 6)Rater to gimeds)for truss to truss connect ore. 6)PmAds,mechanical Gonnecllon(by others)of truss to beading plate capable of wlllwlandiW 1001b uplift at)oint(s)except Gt=1b) 1=249,5=196. tl wl aided-V"0.NEnpxmxM1m ml GEAR N0FEG M Fab Are ML UVEB LMEx FbOnsuNBE PAGE NJ]4Mm 1003' 15 BEWaE USE neudir WNlolwrweY VAvb MI.—l-this 01k4utlurlYurwl Pagnel¢atlwwn.aM 6lwm GO..-had Lal ninrKlan.Bebe Ila W0Y,9 dEwaw naEvenry lMgxMvtdllyddmMl�pxanelminW MM��IYla0uM10R RBOeLLT gmpso vcdl uuaremp.aanai.d neeamPrew,xc wwaEaruan.mweoaa/oraa.am.,.,e.,.mry n7albbbnporwmdpannoaml.�vn ME WOW BJxvli leWred ro�s�nrmewwe�aelooll�rewmpsaLw.P�.o,a 5e.rme wwenvd�me.ro�9EE�euJav�.reBware xa kCM.dGrt51uRR 0ab¢Y.recnonadn«VV amrmm m]mmSMara rue/,NL/MI WPIY px.rYa NeJ9aMK31NwlxeCmwlrE Tr tl.Ir MemMm rn+J2hYwn Nw Pa6kYMa 41a N.Iee SlreeL axle 312 Neaaxlla.Vh II31 E. eirye.FL 13610 33910 Job T. Truss Type CtY4 pry 13174TOA T29T1131WI Hoof 6peciN 1 f lob Refir-rd" fiulldinlf Cpnponem Stppty, Jackwmilb,FL-32259, a.110sAp13201]MITeklhddhds ,Ihd ThUJun 80929252017 Pilfer ID:?gjt Wx G1OEUCIidBlAoszB0OupJdjz .YpRA6lmkNUJOOIVH_Y60KEUPn7:o8O2u 469 236 22-10 3 aub.lAirb GMF12 14 4 44- 2N II s 59� ra 2 1 L ] 6 2x4 II aw= ax10 II OB-12 4$O ft q oF12 384 469 Plate OINNs my)- 11:036 Ergel tAAMNG I'll SPACING 240 CEI. DER. in gw) Vdell Ud PLATES GNP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ved(LL) ON S] >999 240 MT20 2441190 TCOL 1fro Limber DOL 1.25 BC 0.26 Vert(RL) -0.04 S] >999 18O BOLL 0.0 ' Rap Stress Incr YES WE 0.12 HordI -0.01 1 We h1a BCDL 10.0 Code FBC20147PI200] M hil Weight 421b FT=20% LUNBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Slrudumll wxd shedding directly applied or840 oc pudths, BOTCHORD 2x4 SP bill except and verbcels. WEBS 2x45P No.3 BOTCHORD Rigld wiling directly ap,IIW or 9 8 8 ac bracing. SLIDER Lett 2x6 SP No.2160 VII recommends that Stabtlizehs end ndfl tlGoss Mating be Installed d�hhq those erection.In accordanw wllh SWbllizer Installation guide. REACTIONS. (Ibhlze) 1=39710&8,6=311110.lunidd Max Horz I-4 (LC 12) Malt UpIIB1=239((-C12),6=-198(LC12) FORCES. (Ib)-Max Comp Minx.Ten.-Allfome5250(Ib)orfessexotitedenshown. TOPCHORD 13--319/417,3-0-26]1404 BOT CHORD 1-]-342/232,8-]=342/232 WEBS 46=2821390 NOTES 1)Unbranded roof Ilve loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=I Kroph(3-second gasp Vaed=101 mph,TW L-5.0psF,BCD1d.0ps11,h2511;B-454q 1r2411;save ft;Cat. II;EV C;End.,(Cpi=0.18;MWFRS(dredional)and C Exlerlor(2)M-()to 3-06,Interior(1)366 to 460,Extanorp)440 to &96 zone;dr-I lever left expwed;porch tell eNpased;C-C for montane and farces 8 MFRS for reactions shown;Lumber DOL=160 plate grip DOL-1.0 3)Provide adeq.1.drainage b prevent water ponding. 4)This truss has been designed fa a 1dr)psi bottom chord live load nonwwurrent with any other live loads. 5)'This Mas has been designed for a live load of 20.0psf do Me bottom chord In at arses,addre a mall 36-0 tall by2-00 wide Wil fit belween the bosom ctool and any ether members. 6)Refer to girders)for truss to Mass connections. 7)Provide mechanical connection(by others)of has to bearing data capade of wllhetar0ing 1001b uplift at JI except gtdb) 1238,6=199. Allo.'VUXytlxgnpxemahmmvaFAONOFEa CX IMBIHOWCLUOEeYIEReFiEeCNCEIIpEri]IAm.IW1ID16e6faIIEUSE f#d5n valltl lob I¢e wYY Wne MIIeMmmudu¢.IIYdsYP�tCmtl MYuryrl paah¢Rntlwwrt m]61am MMOtl h1`llpa'nnami,ml n • lam,Eelnn uui.IM nuNRM{Mtlywhmldvallyll¢g4it:aaXyoltleYT p�anelerseM gM.edVMapacNXa CeNtn MO Rawadl a�ein'�w4pn. a«mnl xenedhlo aevenlo-n»Marwada Y�weoawlaawamam>.awv.A.wFa�a l.mnaave>`d h>ama�h o-exnP MRek' L Wei�eeYAadkv eftlYnYu✓]lu h*evcrncuN4�eve�%�IehxM FFrY atl PN�eh1Y d�lape. rw BYeehal g4hwe hdN4191M INxk:oonsesope.eMlNax a'eclpnm]Macag.216 N.aad au¢ayalensl reN41Y/MI V. OSwb.pNXeand SLY XUYiq CmpohwX 6aWYMU EWeMtl. 9oNly InlwmmXm ematixe Ban Ylmpohe MMNe.21e N.lBONM1et FIb312.NeRaMb.VRZ1Jh4. Turya,FL 3M10 Job TI I Tike Type I Oty4 Ply 131 730 Raoi S11316832]4TOASitwell1 1 JOD RNereree o Nonal BUMilg Component Supply, JackmnvilM,FL-32258, 0.1105 Apr132017MiTeklhu Juna0929:22PgIO:?goWG10EK1?tlBMazPHBAmJ7oMoWnFZOOXyZed]HZUT8LYB021 a6-0 sbs aoa 46-0 Plb6 3610 3 scale-1:10.0 4 4x5= z.4 11 and ¢ s 14 Li �� 13 2 1 ] 0 N4 11 aw= MOI I P042 Oso 300 0A1z '88< 4s Plate OXSeIs Ky)- M'P3B Edgel LOAOLNG(psi) 6PACING- 2-PO C&. DEFL In (Im) IMeft Vtl PLATES GMP TOLL 20.0 Rete Grip DOL 125 TO 0.38 Ved(LL) 0.04 &] sOBB 240 MF20 244/100 TCDL 10A Lumber DOL 1.25 BC 028 VedQL) 005 (N s999 180 BOLL 0.0 ' Rep Stress Incr YES AS 0.12 Horz(TL) 0.01 1 Na Na BCDL 10.0 Code FBG2014RP12007 Mattlx-MS WeIgM:4516 FT=20% LUMBER- BRACMG- TOP CHORD 2x4 SP Not TOP CHORD Structural motl sheathing dimctly applied or,6-0-0 oc pudlns, BOT CHORD 20 SP Not except and earder ls. WEBS 2x4 SP No3 BOTCHORD Rigid ceilingetrathyapplled drill 10oc CmcNg. SLIDER LeftWSPNo.21-60 MlTek rewmmends Nat StaWlzers and hall crossbracNg DB Ins(aBd during IN33 ereed0n, n aCeOldanLa N1th$lad2ar �Insthill a guide. REACTIONS. gbsen e) 1=30]A139,6111/Mechankal Max Horz 1=74(L012) Max Uplift t=-232(LC 12),6=210(LC 9) FORCES. gb)-Mar.Comp.RAI Ten.-All for 280(a)or less except Men shown. TOPCHORD 1-3=31]/397,34=23N406 BOT CHORD 1-]=3]4231,6J=3]4231 WEBS 49=251/409 NOTES 1)UMalanced root III loads have been constal for the resign. 2)Wind ASCE 7-111,VUIL-130mph(3-second goat)Veal D mph:TCDL6.Ops1;BGDLd.Ops1;h=2511;B=45ft; Cel. Il;Exp C;Encl.,GCp1=0.16;hall FRS(directional)and C-C Exleffil 000 to 300,li teril 30-0 to 490,Eztelior(2)490 to 5-59 zo%;canNlever left exposed;porch left and dill expo3ed;C-C la members and forces 8 MW FRS for reecAom shown; Lumber DOL=1,W plate gdp D0I-1,60 3)Poorest adequate drainage to prevent water poling. 4)This area has been designed for a 10.0 psi Mdpm CMN live load nonconrunent I airy palter the loads. 5)'This truss has been designed for a Ilve two of 20.0pal on the bonen choral in all areas Mem a rectangle 39-0 tall by 2-00 wide vAll alt bemen the Mitcm choN and arty other members. 6)Peter to girder(s)for Kusa to truss ocnnectio0a. 7)Pment mechanical connection(by others)of trues,to bearing plate capable of wltiMex lllg 100 lb uplift to)o nt(s)except all 1=232,6116. AL--I O®pngramNmmOXEPO NOIES IXI FIWIXe MCLWEe Mn EK aEEEXINEE I.NEMa)IAnv.IepYfelaaEPoMVSE �� I Wlltliw ux orfy NT.1,3c,---A IKMegn 6lras]mryuvn pKgneleo Vwv n.mOhl«m Y iIW W dltlry canpnml,rot nrffienlem.eel«eme.IM lMkx�p wdu�wr«..n�«IN np�INlcwAlN Alyn lnarnalaeaM l3wenva�w«aw.lnaX4pnlnroa,eo�ma MKd�p deLVn. ®acLW PexcrAedhlu Cevenl Luctlhl ullrWhfulhwr vrtt,ml/mcMtlmem[eraaJY. M]IMnllenrR Waq RmNaebxxV MiTek ktlway�u'S1rep Fx ikdHlVamJ W Peva-e dl¢+e x1T fwNAe Wn«M h1E4 atl pcpmlYtMrWe.ffx W✓ed PYLaeX�rl94n lathyY«-e,tla'NaYe xxxnxfbiu:Ygoi leea,suxl Trxs..II e`nrW31/IP cI .Ix41�M,DLd9atl N%tl 51MpCOax15MY 61-PeM Ean Bxy, Mly hYamoXm wddM Yen Nm Pablsllaa tlBN Lee Sheet...III Neru'rhMi VAYtl11. Tan FL e]510 Jab TOM Truax TYpe Ory k Ply 131]dTOA Tar Half Hip 1 1 TtI315633 BupirN Compasnl5upply. Jacksonville,FL-32258, Jab 1-1 Miles oral 8.11E a Npr 13401] WI l IMIUMeb,Ills. ThuJob B 0228:2]201]Page 1 ID:pgtoWxOOtOEk3C11dB9.0-0 0uli1TO6wdRxVLySyHvmAVDe__Y09)EloilWVZBO2s 4 B5 Bpg 4B5 6211 a 1a 4 dose.1:18.8 dm- _ ea0I2 12 S5 2 1 36 I 8 aN 5 T T II 3 11 E812 4B8 B.Op ' 0812 311b b2-il LOADING(psi) SPACING- 2-00LZMatrix DEFL in (Im) IObst UC PLATES ORW TCLL 20.0 Plate GOP DOL 1.25 0.31 Val(LL) 0-03 N >989 241] MT20 24U190 TCDL 10.0 Lumber DOL 1.25 0.25 Vmf(TL) 0.0 56 AN 1N BCLL 0.0 ' Rep Stress Inc, YES 0.19 Hoi -0.00 5 we We BCDL 10.0 Code FBG2014RP@OD] -MS Weight:4.516 FT=20Y. LUMBER- BRACING- TOPCHORD EIl4 SP No.2 TOPCHORD Slmdual Mishemhing Ji.i applied or 0-0-0 oc pudlns. BOTCHORD 2xd SP bars except end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid cemng oftWly applied or 8-63 pc bredrp. SLIDER Leh 2x4 SP No.30-11-13 MITekMommentla tlat Stablllzers aM,equketlaossbreGlg be Installed tludng tmss Mom ='s aaoManca wlIn Stabllirer vela's an 9NEB. REACTIONS. (Ib/soo) 5=311RAacbanMsl,]49]40-3E Mex Holz]=99(LC 12) Mex Uplift 5=226(LC 8).] 224(LC 12) FORCES. (lb)-Max.Gomafflo .Ten. Allforces250(Ib)orleasexceptwhenshown. TOPCHORD 23=306/367,34=-211/375,4-5=264/376 BOT CHORD 64=-376216 WEBS 443=434F236 NOTES 1)Unbalanced rcol live Imi have been conaidued for this design. 2)Wind:ASCE]-10;VUt=130mph(3second gum)Vani 01mph;TCDLd.0,sl;BGDLd.cpsi;Ie25ft;B�Sft;1r241t;eaveAll;Cal. II;EV C;End.,GCpi=0.18;MFRS(o revoonm)and C-C ExtedoR2)0-00 to 3OQ Inledm(113O0 to 4-8-5,EpedoR2)4-9-5 to 8-104 zone;wnlllever left umosed;ports left exi ani for members and fuses&MFRS for onshore shown;Lumber DOL-1.W plate gdp DOL=1 eo 3)Provide adequate drainage to prevent water pooping. 4)This Irks has been designed for a 10.0 psi Wt=c1prd live load nonconcubart with any other live loads. 5)-This buss has been designed for a Ilve load of 20.Opm on the boarn clhord in all areas where a muni 3,6-0tall by 2-M wde MII fit belveen tlhe Whom chord and any other members. 6)Refer to girder(a)for truss to buss connections. 7)Provide mechanlcal connection(by others)of truss to bearing plata capable of a thsomeding 1e01b uplill at tariffs)except 0WRO 5=226,7=224. A— pvanMmm4aaao Notes av 1l0.4aMo NCtvoEOYIIExaEFEaaxcE P4GEMit]4nnr.lallYNrse9LNEVBE BV4T W'J rn,m MrMm Mllek®cwuncmrs 1Mdes'gn kbmeJ diY uwn Wunnrm Ymwn.m1aW m kMukad dilOpJempMwnt mi nuoptlan.Palleue.IondYJp d'e�r,xmelveXN d-4{Ak24lNa doven panneien.pawnV�r r lv ale nM a�No ov,owrtll a" �.d�OmN ma%.a kx mmW J a�dpggYm q�w Itlas a.'andr norn.-ro WOW kAtalbLelwree.tlMNay.axknatltlacYpd M95f WJlamryelara waNm/RII OYyIy CXMI].EMd9Yq CLRtlpCwnpariwY 6PW PUYe F-.10 MN IMnWbr OwVlY toon lea Hat MNe.218 N.1,00 aloof,911e 312�VA MI 4. Terry4 FL.10 Job True Tluas Type Ory. Ry - 131]4TOA 732 Roof Special Girder 1 1 711315834 bReference SoLtora) a 8.110 a qpr l3 T(It]m,ea mousamt.,sc. mbJun 9 es29:29201] Page l ID:YgN W xOG 1 OEk9C1?dBMoaLB00uE WroSxTlm l ¢BfAN_RSVy11a2831PknwSOV,avBOy ]-11A 6iB 3109 4415 O80 3 3uN-1:194 4m 12 U 4 2 ] 1 4x5= '3 BNAILED 14 NMLED 'G41 e�ILED 5 NAILED YB 410= 4 NAILED O&12 340.9 ]-11d 654 6912 3-013 4615 0-00 Plate O118eta IX.VI- It:0.2-20.10-10111'0-0-0bt-19L(5'63120.2-01 L ffma71., CING. 206 CSI. DEFL In (roc) IMeft LAI PLATES amp TCLL 'lip DOL 1.25 TC OAB VeN(LL) O09 58 x999 240 WN 24 90 TCDL DOL 1.25 BC a94 Vsh(TL) -0.12 SB >]59 180 BOLLss Incr NO WB 0.33 Horr(TL) 0.01 5 We We BCDL FBC2014RP1200] Ma Nx-MP W(ght 421b FT=20% LUMBER BMCING, TOPCHORD 2x4SPNo.2 TOP CHORD Stmduml Mod sheally directly yappllerl or 6-5-2 ac pudlre, BOTCHORD 2x4 SP No,3 except and vdNcal WEBS ad SIP N0.3•ExcepP BOTCHORD Rigltl ceiling directly applle0 orb-88 oc bracing. 5-7:2x8 SP No.2 MITsk reCanmends that Slablll2ers and reaulra0 Goss bredng WEDGE as lMisled outing loss erection,In acmrdanoe=WEDGE Left:2x6 SP No 2 Installation abide. REACTION& (IWalie) 5=949th-58,f=1189/0-38 Max Hou 1=10](LG 6) Max Uoll15=84](LC 8),1=895(LC 8) FORCES. (lb)-Max.Comp.Max.Ten.-All forces 250(Ib)or less except Man shown. TOPCHORD f-2953/585 BOT CHORD 1-6=5:391859,58=589'&59 WEBS 25=-389/513.2-5-925(fi34 NOTES 1)Wind:ASCE 7-10;VtA=130mph(3 O1tl gut)Vasd=101mph;TCDL=5Dmf;BCDL=5D'f;h=25R;8=45X;Ir24ft;eave=4lh Cel. II;Exp C;Encl.,GCpl-0.18;MFRS(directlonap;cantilever fell sxpueo;ports left and right axposeq Lonelier DOb1.60 plate grip DOL=1.60 2)This lass has been designed for a 10.0 WI boltom chord INe cad nonconcurrenl Mth any other live loads. 3)'This toss bas been designed for a IW load of 20.Opsf on the bottom chord In ell areas where a redacgle 380 tall by2-0-0wide tell fit between the annum chord and any What mermen. 4)Provltle mechanical w0oedlon(by others)of truss to bearing plate capable of Withstanding IW Ib uplift at janl(s)except Qldb) 5=647.1=6Q& 5)'NAILED'Indicates 3104(0.148'x.9")or 3-12d(0.148'x3.25')tae-nails per NDS gWtlllnes. e)In the LOAD CASE(S)section,loads spotted to the lace of the lose are noted As Iron)(F)or back(B). LOAD CiiSE(S) Standard 1)Dead r Roof Live(balance):Lumber tWma m=-I 25,Flare llwreas9=1.25 Unfolm Loads(pit) Vert:134(,44—20 Corlcemmtea Lo dis gb) Ver:B=-291(F)5=-286(F)8_-8p5(F)13=-29](F)1b291(F) AIrHMa Any ONenpxYrn_-'Bade No.aN Nes AXOWCLWEOIMEN REfERAA's P.14E N5]OAnr modoorSaEfORE✓aE CeCgr WN Ica wx WY wIT a9le4uwrx�lae.at�iee9naL.x„oNYUVr Wameleri Yrrrwr.mtl krw m YeAYWM LulOap canpunnt.rest aNar and✓alagrweue.nw dYtlrp rWl3rnr mu5lvgllylM ryCMcaAINoI[1c4�paunelenagP�tiYxrca�rae xan �rla hnovaal aemaAkxr awawamaledemwe�le wrvalrm.,;xam-weomruorao�a-emcees.carry.imewdla-pores N�✓wmroranla�Lp aawNrB9�eare9aANmdmwN�nelwxwowmpoWbNwRarrN te.Yard lNa>adv mrrmo. rweXraaa4daXN rN9oar9xw Bk' IaaY:aILVYMrys.WNay.erecammltra l'pol Lrty,rm]Iru¢fy[lemise/JIWIPIIaWIx MxC,eaBd9Tf aCllWMrpCanpaxrY ae04 Perb FulBM. SdNIy NNT,MWr mMdlbawn Ica IM1e aMMr1e.21BN.Irn 51ree1.S1Y312.NexaMla Vh21d1E. ln¢a,FL 33910 doe Trym TnesType � ONa PN 711316835 191]4TOA 733 Fool special 9 1 f3ulldtp Compotlsl suppN. JeckstWllk,FL-92258, S110eIZ6M" o1I I,' ", "no. Team Bo9292a201T Faget ID:29jroWxOG1OEbCI]dBMos�00u-EWMSxTrk albAN__R6W2p22AgILIydh S2Ro%os 2 ]-118 ]-11d 2 SNe=Ilse 4.00 12 1a tt s 1 yy �d 4 see II 3 sss= 09.1z bs6 oitz ]-].12 PIN80Waa1X(XY)- i1'0.2-20-10.101 it 0-0-0p-1-19114'0-2i 61-81 LOADNIG Bad) SPACING- 2b0 CSI. DEFL in 0.) Jet LM7Walght GRIP TCLL 20.0 File Gdp DOL 1.25 TC 0.]5 Ved(LL) 0.38 4-10 a258 2402441190 TCDL 10.0 Lumber DOL 1.25 Be on VW(TL) -0,31 4-10 >299 ISO BCLL 0.0 ' Rep Stress Incr YES WB OAO H TL) -0N 1 We We BCDL 10.0 Code FBC2014?PI2007 Merl[-MP FT=20% LUMBER- BBACING- TOP CHORD 2x4 SP No.2 TOPCHORD Sttudurof Wood smashing dltectly applied or 6-0.0 Dc pools, BOTCHORD 2x4 SP No.2 wept and vescels. WEBS 2x4 SP No.3'Except' BOTCHORD Rigid calling directly applied or 9 4-8 oc brazing. 4-5:20 SP No.2 MTek recommends that Stabilises and required ems bmeing WEDGE be Installetl during truss eredlon,In accolaance M0 Stedllier Left:2x8 SP No.2 OS18a11g19Wde. REACTIONS. (Iblais) 4�5-8,1=948e03-8 Max Hon, 1=10](LC 12) Mex Upli0 4=1N(LC 12),1=-192(LC 12) FORCES. (Ib)-Max.Comp.Nae Ten. All forms 250(Ib)orleet except wren smrwn. NOTES- 1)Wind:ASCE 7-10;Vuk=l30mph(33ecmd good)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opd;h=25X;By 511;L-24B;esus=411;Cat. II;Ery C;End.,GCM=0.18.MFRS(dentlms)and CC ENslot(2)0.0.0 10 3-0-0.Imorlor(I)3-0-0 to]-&12 zone;cantilever left exposatl;porch left and fight exposed;C-C for members and formes 8 MWFRS for reactions s men;Lumber DOL=t80 plate grip D01--f SO 2)This Inas has been deigned for a 10.0 psi boltone chord If"bad nonCOWunmi Win arty other live bads. 3)'This buss bas been designed fore live Intl of 20.Opser m the bottom chord In at areas ashore a reclangle 360 tall by 2-0-0 Wide tell fit beNsen the humour chord and any other members. 4)Provide mechanics connection(by others)of truss to beating plate capede of Withstanding 10010 tplifl at Ids(s)except gl=lb) 4=188,1=192. Q WIMVWa'—Y aIsmrb....rte ONladraa. LLWEnerIENNEFEPPNGEVPOEMiti]m.emas1ars.WE Ceaq�Wkl lw uxeNy wIT MIW®w,mnlcm RbdeapnelmalaYY aV pp�aneleiexmn,odllw mYVWditl bMµp an�wt mt alnoayWm.fH1ae�.Ma WA1p tlabrci mill veilN Mpq[IkWNoltle99m rumnelenaggcpaly MagraW 11'hbb lneavadl IalJ9 defMe 9¢MlticaletlbWgevaN lvcliR9 ue4ry kFd lnmweDml/wclvNmen�a MY. uoosm, imnpuW mlpamaieni NachJ epic re[!1e[I Ia M9Nuq Wgeva4xa4�Mlmr+�/>tifr4e Cd'�ad Mrvmtlpal�Mtlmgia_ ro tmod QMmce�epoof Tw Mvl[:aWnataay,tltlNay,ereclkv,anfdu:My al rimexantl lnmirytmareMMMNN/M161111yCMrb,DSaRwA aC91 WIMn9�amWeMt aaaa P^MFVaM4 SdaN IN.nvd.from.Ras 210 N Lee SYieee.9th n12 NexnAh V. ." 'np,0.aster JOD Trice TIIas Type • City{ PN 11315838 191]4TOA Tal HW Hip 1 1 Bonn,Lem aftent Supply. Jedmomllle,FL-32256, 8.1f0$Apr132Ul7MITsk0vman .Im Thu Jun 809,sica 01] Pege1 10?9110WxOG1OEIgCI?dBla rsf1 1r 410poy5b2AobGEMxhyfGga0w52 IL111-18 _U x98N?BDZB02q T ]-048 B 6B 31 3] 060 4x5= 1 Elea 2x4 2 3 4.00 FIT 13 14 y ' $ w 3 I I� 3x4 s 5 mm I ssio= 4 0012 &&1 Flld Bd9 0812 SIOd 131 ' 060 `sdaCftS0b(XY)-- 11.,0-2-2.0-10-10],[5,03-12.0-2-03 LOMM(pen) SPACW6 2-00 CSI. DEFL In (lac) potash W PLATES GRIP TCL- 20.0 Plata Gap DOL 1.25 TC 0.61 Ven(L-) 0.28 5-11 >328 240 hipi 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Ve (TL) -0.25 S11 >379 180 BCLL 0.0 ' Rep SVees Incr YES WB OA] HON(R) -0.03 1 Na We BCOL 10.0 Code FBG2014RP12W] MaMx-MP WNghb 381E FT=20% WNBER BRACING- TOPCHORD 2x4 SP Net TOPCHORD Soudural wood ahaeNlrp directly applied Or 6O0 oc putllrn, BOT CHORD 2x4 SP Ni except and varlicala. WEBS 2x4 SP No.3'ExcepY BOTCHORD Rigid calling directly applied or 10-0-0 M treeing. S8:2x6 SP No.2 MITek recanmends Nat Scibbllrers and required cross bradlp WEDGE be imuslied during tmes erectloq In ac o ch ni wain StebIll2er Lek 2x6 SP No.2 Installa4m anions. REACTIONS. difthr28) 5=31]Pob8,1=34]1033 Max Hort 1=91(LC 12) Max Uplltl 5=211(LC 8),1=-196(LC 12) Mss Gras 5=31](LC 1),1=348(LO 21) FORCES. (Ib)-Max.Camp.M Ten.-Nii0mnsns250(ID)orins...ptermensh0wn. NOTE& 1)Unbalanced mot five loads have been considered for this dsalgn. 2)Wind ASCE 7-10;Vu11=130mph(3-second gus11 Vasd=101 mph;TCD"BmsF,BCDL6.Op31;11=25ft;B=45f1;L4411;eave=411;Cat. II;Exp C;End.,Gi8;MW FRS(dlrecfionel)and C-C Extermi 0-0-0 to 3-0-0,Interlo(1)&OO to 0&1,ExNdi 6-01 to 7 9-12 zona;oam clever lett exposed;porch lett and right reposedC-C for members and forces 8 MFRS for handler show; Lumber DOL=1.80 plate grip DOtrt BO 3)Prosiffe effectuate drainage to prevent water pon0irg. 4)This imss has been designed for a 10.0 psi bodom chord live load nonc0uurrent with any other Ilse ICads. 5)-This trss has been deslgnnsd lar a live lead at 21 on Ne Whom chord In of areas farmers a rectangle 38-0 tall by 2-0-0 wide Will fit between the bottom chord and airy other members. 6)Provide mechanical connector(by olhors)of truss to bearing plate capable of antudandur,1001E uplift M loin($)except ft-lb) 5=211,1=196. ,A-- vsooy GYenp,nnnrm oo..XOIEe W1owVaO.UO..a6Ea .e 1E 0er6) —fa@WI6aVOBEY$E. q 7'wAdlu,en orYY WlrJalaMcmwlwe.Rk.$O�$Doed.YrT/on Waneie¢Cwwn.uM klam MM]nl dNdxgmY�Iml.ml bul caosom so-looxxxcoted6lo�evo$WC.iser must .. Mm�a clxvdmembeuoNy.IOd� rmnp ay�atlHbno�mieM d¢Lg �( AW'M•�e[Nmml to a"."n¢venl...n Poe 1016eYconfor .dunra Na g onow0dca rwodon. M "• Id+:kaWM ikwoae,tleWery,ereclbnaNdacxpolllumiaM.Mren¢u,BWthish CWy CMwb.0aBd9m]$CL WINgCoss,rssl m04...BW. HMY mai ovdcdemm pTom No*useful cm N.too sPet S 2 P1erovlki eae 31VA MI4. Tnrye,FL.,a Job T. Truss Type a Oryx Ply 31 77 1131]4TOA T35 Had Nip OiNa 1 1 11 chapeafte job b I1 ammil om,ml agply, declaamnllo,FL 32256, 5.110 a Apr 13 W17 Was IMuames.Inc. ThU Jun 50925:902017 Paget ID:?4WWx lG M5Cl7d8MOMBI AHOc JMMI1 OpYUKMN7FIero005 YhWA02p 71" eS5 Se-1 s4] Deal does.1:16.6 4._ Ni NAILED NAILED 'dC II 4m FIT 2 +a 14 3 ] 4- 1 A + I 16 3411 NNtED 0M 11 NAILED 4 NAILED 36= UB12 %1 ]-"7 M11d 8026e 6812 2-10d Plate Onsets(%.Y)- 11:0.2-20.10.ID115:0.2i 0.181 LOMNG(pail SPACING- 2-0.D C81. DEFL n goo) IA1en W PLATES GRIP TCLL 20.0 %Me G4p DOL 1.25 TC 0.36 Vehl-L) 0.38 58 >M 240 MT20 244/190 TCDL 10.0 Lumber WL 1.25 BC O.BB Vet(R) -0.46 58 >204 180 BOLL 0.0 ' Rep Suisse Ircr NO WB 0.05 Hool 0.05 1 We We SCOT too Code FBC2014 PD007 MMIM-MP Weighl 34111 FT=20% LUMBER- BMCINQ TOPCHORD 9WSPNo.2 TOPCHORD Sruc1ural vmd sheathing directly Applied or 60.0 no Wlnna, BOTCHORO WSPWA except aha emboss. WEBS 2x4 SP No3'ExcepP BOTCHORD Rigid calling directyapplied or 9-10-2 a facing. 5-7 as SP Ni MTek recommends that Stabilizers and requaetl cross bracing WEDGE 1 be lnMLled dung truss erection,In aaortlance Htlh Stabilizer Len:2x8 SP No.2 ' Installation WIDE. REACTIONS. (IWsize) 5=31]1088,1-3 7 ;_M Mex Harz 1=50(LC 24) Mex UWIt 5=-252(LC 5),1=-210(LC 8) FORCES, (to) Mo.Comp.Mlax.Ton.-All lorcoul(Ib)orless except wbenshown. NOTES 1)WIhd:ASCE 7-1q Vuls=130mph(3-secmd gusQ Vasd=101mph;TCDL=5D,Prf;BCDL6.0ps1;h=25t;B=45t;L-24X;eavi Cal. 11;Exp 0;Enol..(300=0,19;MWFRS(direaionag;cordial left exposed;porch lett and right I posed;Lumbar DOL=1.50 plate grip DOL=1.80 2)Provide adequate manage W prevent water bonding. 3)Thls puss has been deslgned for a 10.0 par bosom chord live bad nommamrre d Win any other live bads. 4)'This truss has been designed for a five load of 20.0psf on she bottom chord In all areas atter¢a rectangle 390 tall by 2-0-0 We ash fit belwaen the London chard and any other members. 5)PmNde mechanical woneoion(by others)of truss to healing plate capable of Ynthstanding 100 to uplift at fonds)except oUb) 5=252,1=210. 6)'NAILED'Indicates 212d(0148'#3.25')toe-nails per NDS guidlinss. 7)In she LOAD CASE(S)section,loads applied to the face of the Will are Iwted as fora(F)or beck(8). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=l 25,Plate Inorease=l 25 Uniform Loads(bop VAR 1-2=80,i 80.5A-20,4-5=80 MR Q wAMIMO-VeMy 4ea5�pvmnlwartl flFAe NOIES pI IMIS ANe MGLUOEO MREx AEFEAANtEPgaEIiNAm.iMYM I6 BETaEVAE. pe4T v3]Iw ur¢onY IekAcwnaclai llW tlesp�klvetl MY Ww�Pawnelers Lwwn.aMkMmYdktldLxprycw�Nwien+.rot nom.Wan.eelae me.irer wNmb�rs,e..l�mY n.a raxr:melY ofaaq�wwa�ldkmtlI..kpeM rowaae nraapkMm Ire o�tlof 4vNdanars RacroM xaaekroweYaa+IwaroaaaNua ar�+ma,vwd,wtlmemlmwv.n<Iraeokn+amwwmaL��emlxacro MITek' M w.ay.�«FAad A..wMYmalowa�+calla..>nl>o�woa a+gMrvmwwa+alva�a�ea. r«Baaa Woare�apmennW sco4renesr Axa. IRxMOXalflw�e,Jal�ay.erecMatllx¢ago+InmevUq nloeYYen6 MaNIF1/MLGWIy O65b.peLlYvp epi WYJnpdM�p4Mnl aWIf YYkmdo�TUMMB eali Ines Rpp hryMe.11eN.lee Saes+,Slle]12 NsaaJh VRII314. Twrye,FL 3A10 Job Tnas Truss TYPe x 717 - 31563e 131]4TOA T38 had Hip GiNW 1 Job Rel rwwnM wmponemauppuy. Jecxaomryll6,FL-32256, dM_ l " hal RlT_bu Jn90221] Page l 0:1BroWx0310EMIMIBMOUBD0ueTEUZLMWgO2o7a9RBG6ymOdOs5aGZ9O2d 2 PO &Pq 2-00 bPe SWe-1:11.8 s,unud 4x5 4.00 12 NAILS) 2 11 3 1 eN w= 12 4 F II NAILS) 8pec'wl Sea 11 P9�12 2Y2-460 -00 6 6812 6P0 Plate OSeeIe DLYI- I1:QO00.1-S1 f1:0.2-2610.101 LOADING"IT SPACING 2-0O CSI. DEFL. In gpt) Wsfl Lrd PLATES GRP TOLL 20.0 %ate GfIP DOL 125 TC 0,31 Ved(LL) 0.10 45 >69] 240 AR20 24'VIN TOIL 10.0 Lumber DOL 125 BC 0.34 Ved(TL) -OAS 45 >]55 1S) BCLL 0.0 ' Rep Stress Inm NO W B O N -loh ) -UAB 3 Na Ne BCOL 100 Code FBC2014,nhP12D07 Math[-MP Wni 22 to FT=20% LUMBER- BRACING TOPCHORD 2x4SPN02 TOPCHORD Srumra daheMhingdlrectlyaWil1 w6-0 mpudlns. BOTCHORO 2x4 SP Not BOTCHOHD Rigid ceiling dredly applied or l Q0O so btadng, WEBS 2114 SP No3 Meek recommends that Stabilizers and mquiretl ana WEDGE be instdled our,truss erection,In ermrd. wi.-,,= Left:2x6 Be Noe Installation aulde. REACTIONS (lValue) 3=11SAWmi almal,4=]3Mlechenisr,t=24]N-38 Max Harz 1=2MLC 32) MMI Uplift 3=-58(LC 4),4=-n(LC 4),1=-143(LC 4) Max G.tri 18(LC 1),4=100(LC 3),1=247(LC 1) FORCES. (Ib)-Max.Comp/Mat Ten,-Allfome5250(loorlessamactvTenshow. NOTES 1)Unbalanced root live loads have been conelderetl for this tlesign. 2)Wind:ASCE 7-10;VUIL-Boman(3 second gust)Vasd=101 mph;TCDL=50psG BCDL- n1;h-2511;BASH; -441t;eave7lq Cat. 11;Exp C;Encl.,GCp1-0.18;MFRS(direction l);cantilever left expesed;ports left and right expoWN;Lumber DOL=1.60 plate gulp DOL=180 3)Provitle nocturne Manage to pawl nater ponding, 4)This truss has been designed for a 10.0 fret bottom chord live bed nonconcunenl with any other live loads. 5)-This Imser has been desired for a five load of 20.Opsf on the bottan chord in all areas Ymere a rectangle"-0 tall by 2-0-0 Wide Will III between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ])Provide mechanical connection(by others)of Imss to d6ahng plate capable of wXhslanding 100 to uplift at 0int(3)3,4 except aWb) 1=143. 8)'NAILED'Indicates 3104(0J Wx3')ora-12d(0.148"x325')too nolle par NDS guidllnes. 9)Hanger(s)or other connection devica(s)shat be provided suffldent to support concerarated Io rdho 3210 down and 67 No Up at 2 0 0 on tap chord.and 27 Ib down and 73 to up a1 2-22 on bellom chord The dedgNceiection of such connection devices)is the respolslbllltyMottrers. 10)In the LOAD CASE(S)section,leads applied t0 Ne face of the truss are noted as trod(F)or back(B), LOADCASE(S) Standard 1)Dead t Rod Live(relented):Lumber Increase=l 25,Plde IM,ramm-T25 Uniform Leads(pit) Verb 1-211,80,2-3=80,4-611-20 Concenlread Loods(Ib) Verb 5=3B(F)12=2(1`) VER I.hFr EIOXEUSEasWreva.Ila LVYlUy de�bM�np4l vplHpW 4xxk201yoltl9e9n pamialenmd g0.rehYhcalwrna aAdaeP.hlo aw ove�tll. aofl yludkoletlhbpevanl lvclwg of Yx3Mtlx�mwebwq/p cR'ra manlvnaay. MtlIWMtampaoy vq pamaent aacYy MiTek eW Mw16N. VA22314, , T, �tr EMpaM tlrtie bin Rus Nr�le ksNPde.RIO N.I�fiTeat 9J1e 512 Neraaxkt VA 22314, Te�rye�FL .10 Joe Tllss Tres Type . Gyrr pN 1 711315838 31)4TOA T3] HMI Hip 1 1 J e Fefe BUINIng ComporeM Supply, JazksomllN,FL 32256, B.11osAp 132m]MITeklMusthes,lrc. ThUJun BOB2P.92201) Ppel IO:?BjM Wx0(31 OEpCI?dBMaszB00u81VMgP_zllzyN31�9V19oCcofepbHUMr46flizB02n 4-00 8pe 4 ao z ao 2 31:12.1 p lAq 12 11 I d t yi 5 4 bA II 3@ li 6412 480 8-0-0 o-Pt2 azs zoo Plate OXsete IXVI-- Ir9-2-20.16101 IGADING(psq SPACING 2-60 CSI. DEFL In 0.) leen Ud PIATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.32 Whi 0.10 5-10 >1" 240 di 244/180 TOOL 10.0 L Tabor DOL 1.25 BC 0.69 Vai -0.14 5-10 >524 180 BCLL 0.0Rep Stress lnor VES WB 0.07 Hou(TL) -008 3 Na Na BCDL 10.0 Code FBC2014?P12007 deal Weli 2316 FT=20% LUMBER- BRAGNG TOP CHORD 2x4 SP No.z TOP CHORD Stmclumal wood dream,tiredly applied or 60.0 oc W dins. BOT CHORD 214 SP No.2BOT CHORD Rigid calling directly applied or 10400o bmdng. WEBS 2x4 SP i MITek recommends that Stabilizers and centered cross trading WEDGE Left 2x6 SP ibe handled during I.erection,m accordance wilt Stalthimr : Installation guide. REACTIONS. freeze) 3=58/MechaMcal,4=142Machenical,l=275N-3b Merz Hors 1=55(L012) Max UPllft 3 42(LC 8),4=105(LC 8),1=-150(LC 12) FORCES. (Ib)-Max.Comp/Maz Ten.-All Iotas 250(Ib)or less except when shown. NOTES- 1)Unbalanced mol live lads have been comblered forms design. 2)Wind;ASCE 7-10;VWt=l301(3 second Bost)Vasd=101mph;TCDL=S.Opsl;BCDL�Opsf;82511;B=451t;L-24X;9avi Get. 11;Ely C;End.,GCpi=0.18;MFRS(directional)and GC Edern 2)0-0-0 to 3-00,IMedor(l)3-M to 4-0-0,Extedor(2)480 to 5-114 zine;cantilever 10 myriad;ports IeX end right a pear of C for members and forces 8 MFRS br heard as shown; Umbar DOL=180 plate gdp D0Iv1 60 3)Provide moonset drainage to prevent water ponding. 4)This toes has been designed for a 10.0 pelf bottom chord live load nonanarrent with any other his loads. 5)-This truss has been designed for shoe load of 20.Opsl on the Whom choN In all areas wtlere a wlengle 3-6-0 hill by 2-0-0 aide will fit between the Whom choM and any other members. 6)R81er to girder(s)for most t0 those connedl0ae. 7)Provide mechanical connection(by others)of truss to beading plate capable of withstanding IW Ib wild at ands)3 except gt=1b) 4=105,1=160. a4 a..Np/EB da trace A.MCLV6E6 MlET PEFEPJ NCE tvmE It7 m.r693R0r59Eia.4EU5E 1~Wplwuw aYywlln Hh.. ..ce"B lxanr a3y q 'Wimrel—d—". NIw m.1.'.'9 con wool.rot Ina Mlem alae use.the p9rlpyw g dmW veiny ryw q;.c iy of OeeBn paamem..goperly F.ccvprole IM tM:MnInlottn ovcidl WJpondon. lMlcoletlhbww�'tmll1 polYaaNAgmmwapuglaclpamamla[aYv. x�ILrdbmMaYa`r'IRrrnuionlbactp NOW aalwaw repledM dmlNotllo wevemleotgee wlmrle paxad40xya.faa+eMemiree.ra ww�a w4�werewarelm micabvn«o6e.ddNay.aecvm mdrmnreor lnamoq maeyalama uie4x51)mr oudlM .6+a-rime Ka Blsanp Gnpawn wwlads Eraea. Sadeser pXm.from Ina Halerr ile.2m N.lee Sheol.SJIe]12..r VPR1J14 T,FL 3210 .lob rmea Trlas Type Oryi Pry TI13158b 131]4TOA 738 Hell Hip(linter f f 0 BWMInp ComporwM Slgply, Jacksonvllk,FL-32258, B.IdOSApr132O17 MITek lMralrix,lrc. Thu Jan 50828MM17 Pabil 1MfistoWxOG1O1 VMSPdBMoazB00ues WbNgE4W7MWC111E3roOULCIe2BO2m 3&1 6pq &51 2315 NVLA did= Swle=1:12.5 NN FD 8 d.op la 1 $ ` 10 a 5'bq rulLm euLFD an s s l 6b.0 961 2315 Plate Offen 1X91- 11;61-10.08101 LOADING(psiJ SPACING- 2-00 C81. DEFL In (tool Weft Ud PLATES fiMP TCLL 20.0 Plate Grip DOL 1.25 TC 0.d0 Verl(LL) 0.14 SB >522 2d0 Mi20 244/190 TCDL 10.0 Lumbar DOL 1.25 BC ¢85 VeOQL) -0.2] SB >2B3 180 BCLL 0.0 ' Be,Stress loot NO WB 0.04 Hor2(1L) 0.11 3 Ne Ne BCDL 10.0 Cork FBC201dRP12007 Metdx-MP Weight:2116 FT=20% I-MBEW BRACIN TOPCHORD 2xd SPNu2 TOPCHORD SlrudurNw sheathing0ireoyappliedorOMocpudins. BOT CHORD 254 SP No.2 BOTCHORD Rlgld ceNing Moody applied or 1660 oc baang. WEBS 20 So No 3 MITek recammema that Stabilizers rest.,L,r d crossb2drg WEDGE be Inaklled during truss orsctlon,in accordance Wlth Skblll2er Left:2x4 SP No.3 Iradedletlon uuida. REACTIONS. (Ib/sl2fg 3�BIMecM1aniral,d=183LvecM1enical,12I4/65-B Max Nom 1=50(LC8) Max Uplift 3=50(LC 4),4=SgLC 8),1=66(LC 8) FORCES. (Ib)-Man.Comp.IMmc Ten.-All torose 2W(b)orless excepiwhensbown. NOTES 1)Unbalanced roof 11.load]have boon oonsidered for this deagn. 2)Wind:ASCE 7-10;Vult=130mph IS scoond gust)Vasd=101mph;TCDL3Bibef;SCDL6.Opa1;h=25h;B=45h;1-24f:gave-d8;Cal. i;Exp C:End.,GCM0.18;MW FRS(d whonal);Lumber DOL-1.80 plate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)This truss hers boon deslgned for a 10.0 pat bottom chord!live bad no morcunent with any other live Wads. 5)'This truss has baso designed for a live load of 20.Opsl om the bottom cM1OJ In all areas where a redangle 380 tall by 2-0O write Wil it between the bottom chord and any other members. 6)Refer to girdm(s)for truss to truss connections. 7)Proviso mechanical connection(by others)of truss to bsbdng plate capable of withstanding 100 lb upllfl al Idnt(s)3,4.1. 8)'NA ILED'had Whir 2-12d(0,14B'x3.25g too-nal a per NDS gudllnes. B)In the LOAD CASE($)sedlon,loads applied to the lace of the truss ora noted As front(F)or beck(B). LOAD CASE(B) Standard 1)Dead a Rood Live(b danced):Lumber Increase=!25,Plate Increase=l 25 Uniform Load.(pig Veh:1-2=50,2-3_-50,48=20 Concentrated Loads gig Ved:S=-10gg 9=1(B)I0 S(B) AL as RNMfi-y"Celan pxm,nlneuW aEI0N01EE ON 1M6INO MLYe®MIEN a6Ee4aCEMpFM6]IAm.fOtdMI6 BE/OPEVBF. niiarn W.lo,gar w lr ni MIIMCcrng:lm MxMypr6Mre[Ip4VuronpaanelenrMwraW4WmfMtlW CelWgcpnp It rot anmryAem Belvue vs.IM dY[py OeR3ricl mut venN tt¢giina[ANoldedq�p�analpiavl wcPomv nccMvale nhde{7n NOMnovadl Gadlpnvassor.woch3ndnalNklo woven!lvclJN olhgW.xl lnswM rnl/a ticrd memlwr p9YAdtllFvd lemroruyantlpprr,avnrlvp:np k• kJ,uvR reTlraJ M�StYypd IOPe�oa Ml4mwlmrf✓ I>arw l B'xCYav3wttxTlYdprw9a.rw�r✓ftl 9Wace R"Nd9 ne aboary erobabs �B✓ary.erecI—Busy. ollnoes orW MmryLaM>•eeAXWMI V..Il' n.LMd9 aq BCM WgCmpwrei home, Ee10 SrM1ly IrMMIm TtlMtAe Rpm Ino%OKMMe.21a N.Lea STeal.9lle 312 NerWh VA22311, isrpe,R1 a�10 Job Tums Tlusa Typo E DyL PFY T113158M ' .191]4TOA T38 Common SlPpormd Gede 1 1 Bulldnp Canpo11er0 SLPpry, Jecksomllle,FL-32258, 8.110sAp 13201]MiTek lrAlmme6,Inc. Rlu Jun 00829:3520(] Papel ID:R911oWx GIOEMI?dSMoszB00uXEEV3105Buw JBlWHy3NOgApemWdox2gJM1z002k es 6H gyri y Sole=1205 BAp 5Y 0 3 0 1] e 2 0 1 a — '6 ifi 15 1< 13 12 11 10 3[4 G 3x1 p 12" 1280 LOADING dist) SPACING- 200 M. DER. In 0.) IHkX Ld PLATES GW TCLL 20 .0 Plate Grp OOL 1.25 TC 00] vid"LL) are - we Sea wn 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.01 VadIJL) Ne We 989 BI0.0 ' Rep Guess lnm YES WB 0.07 Horz(TL) D.OD 9 We We BCDL 10.0 Cod, FBC2014/TPN00] Matdx-S Weight 57 lb FT=2096 LUMSEB- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD Slmctual wend sheathing directly applied or 6-00 c pulllns. BOTCHORD 2x4 SP Not BOTCHORD Rigid ce111ng directly applied or lux 0 oo bracing. OTHERS 20 SP NII MITek. rec�dDers end required on.b.& be installed coding MII erection,in eccardance wilt)Stabllirer Inatalletion quite. REACTIONS. All bearings 12-8-8. (ID)- Max Horz 1=]2(LC 11) Max UpI1X All upllfl 100 Morless at)dnt(s)1,9,14,15,16,12,11,10 Max Gley All reactions 2501b or lass at)dnl(s)1.9,13,14,15,10,12,11,10 FORCES. (Ib) Mex.Comp.RAax Ten.-All farces 250(Ib)or leas except eimn sober. NOTES 1)UMalance l root live loads have been considered for Me death, 2)Wind:ASCE]-10;V M l"ph(3socopd gull)Vasd=101mph;TGDL=S.Opsl;BGOLZ.opsf;h=25X;5=4511;1-24M eave=2lb Osl. 11;Exp C;Encl.,GCp1-0.18;MFRS(droollonal)and GC Cohnii 017 to 3-2-],EAedor(2)3-2-]to 544,Comed3)644 to 9.4-4 wne;GC for members and forces 8 MFRS for reecuons shown;Lumber DOL=1.60 plate grip D0L=1.60 3)Tense EM alapploesin the planet the tlubuilih. FaMI as rA SVTPl(ndnnN to the lace),sea SlamMartl lntluslry Dade EM Details e3 0 utile 0le,or consul)qualified buildlrg designer as per ANSV]PI i. 4)All plates are 2x4 MT2o unless of chord pruning.5)Gade requires conllmals bottom chord bearing. 8)DanThis sledss been.11-4-0oc. ])This move Ilesbeenn drelgedfara Liv psibottom Cpstchordon loatlom chord in rt Aeliteartydm.r rectangle 8)'THIS Muss Ilan been designed fore live load r members On the bottom chord In ell areas efiere a rectangle&e-01811 by 2-OU Aide x111 fit Detween Ilse l coom chord and airy)loam m e to pa 9)12,11,, mechanical connection(Dy others)of Imes to Deadn9 Plate capable of wahetalNhg 10016 uplift at loint(s)1,9,14,15,18, 12,11,10. Q WIRHPG-VVlrybpnpvanWxVWMFAP .d ale r,A XOML1laoForm aSEa4NCE P1aEM6I09nr.160.YNI5 aEF—oo abp�rdpluars ovo th Iconcrnm r.wdakxleL'asda2Yupon Wn sumo N[mn m161wmMMdMWbVwntohis ,ul Invgdan.�Iaeure.Il¢WtllgdabW�mu1vNM/IMgtllc[tlIN of caLLa�pam�eiasaxl PT lYMagxa60tdeA}rop Or waaY Wdlpdalp�.BacEglMt' letl®lopweMLUCmxgdYWlAd Eimvm ad/dchxtlmar�sa4y.MOFud @mPxayadpenmrmibwig ttlwur*�WAetlkN rkDLIIYa'tl to Pcvenlm�ewllnFmNe�rtpVl FIxYW PM IYhan[pe.fw�Nxd PW�ke�N��@Ma 4MMblvir. exkaMR sddlery,aeclbn wtldWol08mee xiYrynBm648&VIWIVII QIIwIo.0.Yd9aq aCN&!!tipCOIIpOnMI saNlnlamcelonaNtllBYgn InHPass earful 218 N. ea asset Sl@a12mVAM11. Tirye.FL 33510 Job Tmae True Type . ato Ply 3158 2 1131)4TOA 740 Common SmcWral Geda f 1 Bald) Com oabnt SuReference ^g p ppN. Jackso0alle,FL 32256, EkXl?dpn13201)MITek lHBIL5 elm. TboJ NWHo29:36201 U=2, 3903 s6t5 933 11 10:?eltoWxCG10Ek3Cl?dBMoszB00uA0olHB10yG2oxtHirgazgBNGOHOutivLynliZMUx802f 58 1288 1Y24 RR91L 34W 1-1011 'SSS 235 1so LS-B SAIS 5 5 — 6m1B.1403 — ] 4x10 0 34 6.012 9 � 10 e 1 11 a 8 A8 II IB 17 16 15 14 13 12 6x6 08 1]-]42 1233 11x&8 N1±2 534 22810 663 1-1-9 12M a 0± ]]-I1 Plate OBaefa UCYF 11:a3flEdoal ll:0-0-3.D5-01.ItoU-1 a0-3112:0-0-iz Edoal.t3:0-z<wn3118:o-1E0-1-81 LOADING(psi) SPACING 2-0O CSI. DEFL. In (roc) Well W7-- GRIP TCLL Mir Plate Grip DOL 1.25 TC 0.43 Ved(LL) 0.011332 4999 240 24a190 TCDL 10.0 Limber DOL 1.25 BC an VehI -0.141932 4999 180 WILL 0.0 - Rep Stress Ina YES WB 0.82 HOIz(TL) 0.02 1 We Ne BCDL 10.0 Code FBC2010TPI20a] Mamx-MS 29 to FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood sheathing directly applied or 60-0 oo Pudua. BOTCHORD 2x4 SP No.2 BOTCHORD Po ldoebrogdoctlyepplletlor640ocbracing. Except: WEBS 2x4 SP No.3 10-000cbracing:119,1819. OTHERS 2x4 SP III JOINTS 1BMce at Jt(a):4 WEDGE MTek mcommeads that StaWizers and required arose bracing 1120 SP No.3 be installed during fear erection,in accordance aim Staduzer Inslallamn guide, REACTIONS. All radngs 10.8-0 exmpt gt=length)l�-58. gb)- Max Hou 1=-129(LC 10) Mar Uplilt Alt WiihlWlborimsetjoiM(s)11,18,13,12,1lex tl=450(LC 121.1]=-114(LC 21),15=104(LC 12) Max Gmv All reactions 250 to or less at)olnt(s)17,16,15,14,13 except 18=)14(LC i),18=]14(LC 1),1=510(LC 21),12=312(LC 1) FORCES. (lb) Max.CompJMax.Ten-All forams 250(Ib)orleanexar lwhen shaven. TOP CHORD 1-2=5521246,23=-505221,34=-514224,4-8=600218 BOTCHORD 1-19=1241510.18-19=-124/540 WEBS 616=]02209,6]=-MISS,2-19=0269 NOTES- 1)Unbalanced roof Ilve loads have been considered for the design. 2)W Intl:ASCE 7-10;VMI Sol)3-seaoaM gust)Woad=101mph;TC131S.01a1;SCDL .Opel;h=25h;B--156;L=246;seve716;Cat. Il;EIBI C;End,GCpi=0.18;MFRS(directlonel)and C C Exledag2l 0,a0 to 3 a0,Intedar(1)3ba0 to 11-5-e,Esdmor(2)(I to e-1015 zone;C-C for members and farces S MFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=1.W 3)Truss designed for wind loads in the pane of me those only Foraluds exposed to wtr Mormal to the face),see Standard Industry Gale End Details as applicable,or cansult qua118ed WWI designer az per ANSIITPI 1, 4)All plates are 2x4 W20 unless otherefse IMicated. 5)Gale stuns apacad at I"ac. 6)This trom has been designed for a 10.0 pal bo8am armor hive load rwnconcurreM Wth any other five roar 7)-This now has been designed for a INe load of 201 on me rdom chard mall areas More a pert nt 35 0 tall by 255 vale Oil or balween the Waom drord and any other biomass ass. 8)Provide mecrnlcal connection lay others)M fares to bearing plate capable of w8rlarlNng 100 In uplM al lant(s)11,18,13,12,11 exactor lip b)1=150,1]=114,15=104. 9)Graphical puMn representation does not depict me sfxe or me ohenlation of me PI Hong the top anwor clam brand. Q WANWa- ad,Mtlpn pammaen eM aFAa Na1Ee ONTMs 1NB NCLBBEO MBEx aF£EMMCE IABE 161477 m.lgyAla BWIIEYBE fAwT Wkl lu v¢aYY'MN MleeAcava�a:lai.INSd r1o.o 'uncaL�maemind—naMkaam.[ulWpcanpnantrot Mmery%an.�Iae ue.Ma Wrap tlal{Irea m.M valry ll¢mrMCWMoIGaY{YiWannleRad pcWlYkaewNaaseanonor�noroon l W6p dedRa a«fgxn]colatlplo wea'eaY lvclNp unMhi]W Iron weNm]/ucl'atlmmLanem.AdncralI cica—Wmdallea llv¢Wj ek- YWM.eP4et11nik4iYyrn]IO WevmlcWly¢r4m�w7M f¢�vad fMxYaM ReWnY dantge. maaW'eatl gLLlau- reaaOkp Te kdtMMlalaa3a.d6vary.a«Mnuq dafpolfixavmgliwMlana�aA1M/RIIWlIY dBwN.aL39aq BCLMMgauaWUMtO 11 Wa EMBM. 7yxly Yipmdpn w.YlE tan i�RaH MMae.11BN.lee5hae1,976312 Nexa tIa VTR4914. inrye,FL 1310 Job Thies Trues Type • Orya PN T11316IN.9 1191]4NA T41 Common 5 1 DRI BurMrlg Comporent SuwH. Jecksormib,FL-32156, 8.1108Apr f32D-TdMFxlntluMr'rae,ho. TDUJun 80bPe:3]201RP 2 IO:TriJbWxOGt OEbCIMBMos780g1-TtlMFU%28NAfYVrvPNSCNIw3cpJeMWFSRMJORw:BOa 5615 11dB t]-29 22-11A bbls SbB ) SB-8 S&15 r 9ub.1 J].8 e.ro l S e aHO z:4// 2 4 14 t] t s Ir ] ie 18 8 ars II he- 41- are II ]442 1534 2241-0 ]-P12 A-] 7492 Place OtbMe(%Y)- 11:041 0-031 11:003 0541 11'638 EdoeL f5'0-0-10031 IS'O63 OS-01 15'038 Etleel LOAOINO(pal) SPACR4G 2-04 CSI, DEFL In (lac) Vtleg UC PLATES amp TCLL 20.0 Place Gdp DOL 1.25 TC 0.3] Vet(LL) -0.15 &] >999 240 M]20 244/180 TOOL 100 Lumber DOL 1.25 BC em FRI -0.30 &] >912 180 BOLL 0.0 ' Rep Stress Irwr YES WB 0.19 Horz(TL) 0.05 5 Ne Ne BOOL 10.0 Cotte FBG2014(I`P40D7 MaMx-MS WeIgnL 105 Is FT=20% LOMBEiF BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Slmc1uW1 dsheathingdrectlyaWIledor4S15wpudim. OUT CHORD 2x4 SP No.2 BOT CHORD R9id telling directly applietl or 9-&5 w bracing. WEBS 2x4 SP No.3 MITek recommends that Stabihenes and reWlred cmas bredrg WEDGE be Installed Ruling muss erection,In Fo wroancs with Siabllizer Left:2x4 SP No.3,Right 2x4 Be No.3 In onali tlon auide. REACTIONS. ifteRlze) 1=91]N-58,5=91]/0.5-8 Max Horz1=135(LC11) Max Uplift I=241(LG 12),5=-241(LC 12) FORCES. (b)-Mac Oomp.Mlas Ten. All lorra.250(1b)a leas except esuar shown. TOPCHORD 1-2=15111509,2-3=4345/512,3 --1345/512,4-5=-1511/509 BOT CHORD 1-]=365/1305,&]=-16918]8,5{x_365/1292 WEBS M-1381529,4-6-3191231,3-7=-139,529,2-7-3191231 NOTES- 1) OTES1)Unbalanced and live ba is have been consWered for Mia resign. 2)W IM:ASCE]-1q Vull-t 30mpb(3-second gW)Vesd=101mph;TCDL- OpsC BCDL=S.Dpst;h=25ft;8=4511;1,-241t;gave-Aft;Oat. II;Exp C;Eruct,GI MFRS(diracllorel)and C-C Exlerer(2)080 to 300,Interlor(l)300 to 11-53,ExIoror(2)11-5310 14-58 zore;C-C for members and tomes 8 MFRS for martens shoes;Lumber DOL=1.60 plate grip DOIaf.60 3)Thl3 Russ has been designed for a 10.0 psi boltom chord No bad wnwnaeent Fee any other Ilve loads. 4)-TMs Inks has been designed for a INe batt of 20.0pN on the bottom cMrd In all areas Ms.a rectangle M-D tell by 2-0-0 ends Will fit between the boftI chord and any other members,at BCDL=Moun1. 5)Provitla mechanical connection(by others)of trues to warring plate capture of w8hatandirg IDO to uplift at joint(s)except QI=ID) 1=24 t,5=241. Q WIMIMieaFFRFJi I-I POI eb.be IMS ANO M'CL e.MIrEa aEFE 1..11.1171 nr.1etlyAI56EFONEVse pedal vudMrue uYYwAn MlrvkMva IF-F).a II I tFIFF aLvmtl u9r IFI IXFFI +eh ,-F ala m edlvkluI WaJIF mrnpvwnl.ml nom FYI rbtae—the"'Iseq patlfpreo mmi venH rlw uR+rcaurry ontle4an[ amalauaa ur LwuPwob nttleay�InlolM overal dahy wilana Jg fMcoleOlslo Mevenl Mu arra -F, FF. A[Wlb,[I lgnrwraYmlCem,olanlM Irxl adv "Foal]Iw0,asthoa kr gevere Wkxrx w11IF kleµvwWreayaq WM Iy�tOA.OFF l rTYJau:e reeuQpnw I b.-SPvgy.091eay.aecan[MMa[:na olTmsaaM lnmiylami we.We/IPIt CUWIy CMwh.wa-09agnCL aiigConparrml ePo4 P.M E. erlAAly Yaumrdor W.1yAe Ydr,lnffi FWIenWMe,Yfa N.lee F-I,.112 Neaa,arki VA Y IF, T,IFIL=1IF 'Job Tem Trees Type . Otya Ply .. 11315W 13174TOA T42 Common trimer 1 2 ud 5 el tlulleep bomporenl Jlpply. Jecl¢wm11e,FL-322$3, B.IWeAampau]NiTeklltluabi50.1M. Tbu JVn 80821:392017 Argel ID:9gbWx=OEMI7dBMre MB P7TWv F70NOD1HWa7gSG9gMUye FWSWWP2802g 3161 tlb8 1534 19015 22-11-0 3101 3P12 3&12 3&12 30-12 3161 I sw.-Im.7 e.aD 1z 4. 4m ss z a ryp1 ] a Id 1e 12 11 21 22 10 21 N a 25 'ffi a 2] 2B ard.i THD26 31 II TIAM 1UH2= THD28 .1a- THD25 .Na_ THDS 2x4 11 em2 TH0M Til THD26 THDN 71-D26 TAD. 3161 ]J-12 11-58 1534 18415 2?110 3-001 3412 3P12 3&12 38-12 3101 Plate OXsal Y 1:E e03 3A-210-20 S.P2-00.2-0B`�Edal9.O3A 0+8 10.05-00.4-4 11.0840.54 120312618 LOADING g ial SPACING 2-04 CSI. BEFL. In (lord open LM PLATES GRIP TGIL 20.0 Plate Gnp DOL 1.25 TC 0.87 SIMLL) 0.2010-11 .889 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.74 Ved(ly 0.4710-11 .585 180 BOLL 0.0 ' Rep Shess Imr NO INS 0.84 Har2(LL) 0.11 7 Na Na BCDL 10.0 Cade FBC2014?PI2007 Malrx-MS Weight:2%111 FT-20% LMBEi BRACNG TOPCHORD 24SPNo.2 TOPCHORD S1mcMMwaads hingdm ly pliedor2-5 mpudlns. BOTCHORD 2x6SPSS BOT CHORD Rigid calling already plied or 100-0 abral WEBS 20 SP No.3'Excel 4-10:2x4 SP No.2 WEDGE Left:2x8 SP N0.2,Right 2x5 SP I REACTIONS. (IWaixe) 1=719810.5-8,7=MMM-58 Mex Hors 1=MILD 6) Max Uplift 1=99705 C 8),7=-2130(LC 8) FORCE& Qb)-Max.0omp.IMax.Ten.-All fomes250 Md orless except war shown. TOPCHORD 1-2-12782/3509,28=11250/312$3L---%40.12454,45=8640@454,56=1 1309/3145, 57-13040/3580 ROT CHORD 1-1 T-311]8111343,1192=8078111343,10-11-2647A928,910=2693/10096, S-9-3142h 15n,7-8-3142/11578 WEBS 4-10=-20TN438,5-10=8522/1024,5-9=-923/3501,Ill 11/515.&8=40&1533, Q10=-32]4/957,311=86]/3294,2-11-1525/452,2-12-367/1360 NOTES 1)2 ply truss to be connected!to0ether Win 1 W(0.131'x3")halls as Iollows: Top chords connected as tallows:2x4-1 mw at 47 0 ar. BOftom chords ratMected as foltma9:211-2 am staggered at 67-0 m. Webs connected as follows:2x4-i row at 0-9-D co. 2)All leads are considered equally applled to all plies,except d ale0 as MM(F)or bade(B)lace in the LOAD CASE(S)awhon.Ply to ply connections have been provided to distribute only loads rMed as(F)or(B),unless radameise indicated. 3)Urra anced mol live loads have been considered for the deslgn. 4)Wind:ASCE 7-10',pull,30mar(3awardgulp parcel 01 mph;TCDL=50ps1;BCDL=5.0ps1;h=25ft;B=45fn;L=24ft;eaveylft;Cat. II;EM C;End.,BCpi S;MFRS(directions);Lumber DOL=1 60 plane grip DOL-1.80 5)The hues has been coughed for a 10.0 paI bo chord live load nonconanent Mir any other live bads. ed'This trim has been designetl for a INe load of 20.0palf on Ne form choul in all braes were a Leve le 3-6-0 tall by 2-0-0 Wide will N between the bo8om chord and arty other members. 7)Proof be mechanical connection(by others)of Irma to theahng plate capable of withstanding 1001b uplift atIann(s)except all 1=1970,]=2130. 8)Use USP TH026(WIth IW nala Indo Under 8 NASD rayls Into Tmse)or equivalent slowed at 2-0 0 cc max atartiW st 2412 frgn Ne left end to 21-1 O4 to caned busses)to track Iwo of Lamm cram. 9)FIII all had Mbs were hanger Is In contact Win lumber. LOAD CASE(S) Standard Q Nal-Any,4MNn PexxNsa aFAONa]Ea da IIOI AIIp NCLIV®MIFF aSFRea¢IIOiml m.le0.YN15.V5E cmeP1wNdlu veafy wT HapAr 1a a.a45def4glahmdowwmrm Wyind les. mornmlccroca hldyandectenrroe awMayrMn.Wlae m.Radbptlaprvs mwlveMwlM q(YcclYlly of cwVa,gamlelersaW gmeny MnpaoleeadaLalbbawovaol wes m49w amngxmaleawror+awmlhFNryaewaaa mM.,mmv«aha mammawv.ndd4o,1d 1amPalwmdvwmowmhmmP k• edwoy�e[FleO gakMyaNlogavaOcrl4m uXl,p,a[Ae pasxdl4xyatlgo�ly6m1[ge.fa pxatl gMhcew�bpa'e MxkWwl slu4}.ddlwawemcMm]hWpolMdsaad elMeNalu wBl.XL/MIidNOxwN.gM 4earp lCL WMrq C4raWnMx F man Vend eyeyY4annMal mdYYe Xm1I66Rhle MIIJe.216 N.1eo Sxeel.Slle]12 Nsxm3h VA22J14. Telrys. L asset YN1a Job T. T.type . Dry, Pry 8� 131]4TOp T42 Gwnmon Girtler 1 1131 2 Job Rai p8 el eullmly l,OmpOnGll dggy, JacbOm1116,FL-32258, 9.11D 9 132011 MI I ea IMleo0s.blo. Tap JW 809:29:40201] Pool ID:?9)loWx IOEMl?d MoeEB00WClMY4_ODYEPyaT4Vs0UY95WfZIpYh"41Fz9O2l LOMCME(S) S1anCaM 1)Dea0+Roof Ll a(belanpeB):Wmbel Increase=1.25.Plate lmmase=1.25 Unlioml Loace(pin Vert 1-$60,4-]=90,13-1&-20 Concenl.bxl Loa&(lb) Vert:12=-1195(B)19=-11M(B)20_1195(B)21=-1195(6)22=-1195(B)23-1195(8)24=-1195(B)25=-119 (B)28=-1195(B)2]=-1195(8)28-1195(B) Q WIRNWa VW/y Cnlen pxmtlne anJ REPV NOTES gITX6 ANe MLLVOEe MIIER FEEERANCE P44E NiAAm.laaVNle aEfORE U3E. Dxpl WM Iwuis wYYwMn MIIaM9wnrcmlmx IIYr6MDn zdrretl uYy ulnnyaonelelS.Newn.dMhbmY iutlM LWOIIpmmRrenl.rol MA6Y61em.&Iwuua.R¢kWtLp tle4are l�vslvcalh Ilia R91kdW11y o1dmOn paanalemeM dY IYwWRale MhUnMolSeove�dl waDmea�.a++91Mm1aaawwew.Nlp«tllvj dYNMaW nNWwabwklw obwamemw; Iw.a lRMpwwaw pwm�pm a«IM, MRek' hdways�egpsllwnmW�mv.Ywuenew.e vaMP�+ar�blHrvwwwMlr�Nme. iw DMW�d piu�arePod«e., MdkvhM LUIXM.tleIMry.O"«tlon m]b«InJ ollnme[aM nw Mlama ceeAX1Y1PIl WIdIIYCIIIWIa.pee-eV aq BCL auMpCMWMWM Te vuF eM. wan R4ann011m aYadAa rmme�Plrna EImlW..z1e N.Laaslreal.sEp alz.aaM�au.vpn3la. T.Ipe.a 33eIo Job T. Tu.Type • dyW Ply 131]4TOA T43 Common Supported Gable f 1 T11315a45 ob Rel ullldnB c.omporwm 6lP(1y, Jatlrmnylll6.FL-32256, a.f10.Ag132D1)MIfsanduabiar,Idd. nal 00929:42201) Pal ID:'NjtoWR IOEMIiEBMas2B00up NXEeFY2pyfG BN N4 MMNI1mLg0e0Be]z00a, 1&412 3060 15612 1&412 D.fid IT2 Safe=1:52.0 12 13 s6. 1510 14. 0 15 &SC 0 I6 ] 1] 6 10 5 19 4 23 21 2 22 f I 23 N Iry o p ail 1 44 43 42 41 40 32 30 37 36 35 . 33 32 31 N 29 R 27 28 25 24 ass I 30&9 3OP8 LOADING(psi) SPACING 2-0-0 CSI. DEFL. in Qac) WaX W PLATES GRIP TCLL 20.0 Plate torp DOL 1.25 TO O.OB Ven(LL) Ne - Na BBB MF20 24M1B0 TOOL 10.0 Lumber DOL 1.25 Be 0.04 Ven(TL) Na - Na 9BB BOLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 23 Na Na BOLL 10.0 Cotle FBC201A?PI20W Me1dx-S Well 217 It, FT 2M, LUMBER BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural Wad sheathang direLtiy applied or 600 oc purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly applied or 10-0-0od bracing. OTHERS 2x45P Nil h9Tek rawnmeMS Mar SMbiXRers on=== be Installed dunr,how eadhon,In BL Installation guide, REACTIONS. All bearings 349-0. (lb)- Max Horz 1=192(1_010) Max Upllfl All uplift 1001borless aljourl 1,3$3Q37.W,39,40,41,42,43,4q 33,32,31,30,29, 28,27,28,25,24 Max Gmv All reecnons25011dorlessaljdnt(aj 1,3a,35,38,3],36,39,40,41,42,43,44,33,32,31, W.29.28.27.20.28.24.23 FORCES. (b)-Mac CompMlex.Ten.-All fomes 250 go)ala»except xTen shown. TOP CHORD 41 0=852 61,X0-01=-1020309,11-12=113n390,12-19=113/039,1314=-1021309, 14-15=85282 NOTES 1)Undefended moi live loads have been conaldered for MIs design. 2)Windt ASCE]-$DOW signal(3-second guar)Ves0l Worth;TCDL=5.0pef;BCDL=S.O af;h=2511;BdSq"I it;eave=2X;Cel. ll;Ev O:EncL,GCpl-0,18;MFRS(direful add C-C Comer 0-2-7 to 3-0-12,Exlerl 34-1210154-12.Coorl 15-4-12 to 18311 2one;G-G for members act fomes 8 MFRS for readlons shown;Lander DOL-1,60 plate loop D01=1.60 3)Tmss designed for wind loads In the plane of the owes only. For studs egiosed to Wn0(normal to the face),see SlarMeN Industry Gable End Demlls as applicable,or consult qualified bulll Designs as per ANSL4PI 1. 4)All pates are 2x4 W20 unless otherwise indidated. 5)Gable requires continuous bottom chord!bearing. 6)Gable studs apaced at 1<O oc. T)This truss has been Designed for a 10.0lost boltom chord live bad nondgltufront wind any other live loads. 8)'This Imre hes bean deal for A Ilya load of 20.0psf on the dor clwrd In all areas el ere a reaa,le"-0 tall by 2-0-0Woe well fit belween the bottom"of and any other members. 9)Provide mecnenlcal connection(by others)N posse to Leann,plate capepe of wfiretaMing 1 D to of at fondle)),M.36,37,36, 39,40,41,42,43,44,W.32.31,W.28,28,27,26,25,2C A&wessal-YMIy,OMg peaMxe mE ease N0TE5 be TNR4Mp MdlVp®.MIEN a9EF4N4£al M]IA nv.I—'a BEWaE UY. ae91p vYx]Iw,md4Y�MIIeMa coons cbrs.IMCeq�hLveaaJY Wcn V��eleotlwxnG mOala m MUMM dad'gcmmrwml.ml Is gadded eelwe us.magatlrV de�brwr mupvalNll'a OLpkuNIN olrbYP,gxdnelersand q[pe.Y M[.rpaaM xse,"n Mc ttaoded Wd9aNTr.9M. dlMtaleORb4 tlb/cH9o1YVAM1a'llmwnad/d GnE memlarsaYY. P6]IWYIdnWT'mdivotnamlGxN MiTeK h dw,it,epaeUb SMtlMadlo Pavd,Iccgie MlnFmde F�wx1.9.Ym]ptt-'eMadn[pe.(w peed PAlv,cu W»V9.,e MytolyrtGldmdy.delNdy.aaclpnugp¢by on lnlPga Jln6 syibrp sreAlly/gl Guih4 e�.DM-a9YW lCN4Mr9Gompwwtl rs "I'll . atl.ly IrMrmXm av�YAe hcm Ir�x FWle xW9rla RIa N.lee SIree1.916312 Nnim]Mi VPR2314. ie,rp,GL tan. ]aria JaE T. Trues Type a Dly! PIY 315646 131]4TOA TH Cgmmpn 5 t Job RelerenCe Bw61 Bukilq ComDDneM Supply, JecluwrvNIB,FL 31258, 8.110 Sflus 13201]MIakMM. Th.J.80 _ 7 Par,I ID:2BINWNtOMl?dmW-I4W a]ILXPGW21CcWN5WnaNNiftnketal 0 )69 15412 23615228_ 7-69 ]-e3 )�63 ]AB 6.0312 3 6nvi 16 1) Bre i 4 C 2 4 10 ryq 5 d 87 6 46 II 2x4 II We= 2a4 II aa3 II -Be 15412 23815 3}DB ]-BS ]83 12a ]be Plere O9seLs(%Y)-- (1:0.610-031 PI:Otr3.tr59111:02-120.0.11115:0.0.1 0-0a115:0-03 U5-011542-120-0-111 LOADING(psi) SPACING- 2-0i CSI. DEIR. In (I.) apat Ud PLATES GRIP TCU 20.0 Reall Grip DOL1.25 TC 0]1 Ved(LL) -0.10 5] >999 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Ved(TL) -0.32 78 >999 180 BCLL 0.0 ' Rep Stress Inc, YES INS 0.30 HOG(TL) 0.10 5 Na tva BCDL 10.0 Colo FBG2014Tpi?DW Marl Weigh:14)Ib FT=209 LUMBER- BRACWG- TOPCHORD 2x4 SP No.2 TOP CHORD Simdulel wood sheaNing directly applied or 2-2-0 oc porus. BOT CHORD 20 SP No.2 BOT CHORD Rigid calling diredlyapplied or 850 oc bracing. WEBS 2x4 SP No,3 WEBS 1R.at mitlpl 4-),2-) WEDGE MlTek recorinni trat Stabilizers and required Cross bracing Left:20 SP NoS.Right:20 SP NoS be instelletl tluring Wss erection,in accoNance with Stabllizer Ina alleI quitle. REACTIONS. (11waza) 1=1232/05$5=1232/0-5a Max Harz 1=195(LC 11) Mex Uplift I--323(LC 12),5-323(LC 12) FORCES. (to)-Wit Comp.Mfax.Ten.-All forces 250 W)orless exoapiwdenshown. TOPCHORD 1-2=-2102/05$2-3=14]W5H,3-4=-14]W5H,4-5=2102/552 BOT CHORD IA=iO l/ 7.]-0=18)b]94,6-]—467/1 9 ,5 =-40fll]W WEBS 3]-210/]3 .44=�1,48=WB9,24=�1,28=0209 NOTES 1)Unbalanced mel live leads have been considered for this design. 2)Wind ASCE]-1Q Vult=130mph(3second!gust)Va5d=101mph;TCDL=S.Oi BGDL=S.OWC h=25X;B-151["I R;eave=�Wb Cat. II;Exp C;Encl.,Gi18;MFRS(diredinfag and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 15112,Exteda(2) 15-412 to 186-11 zarre;C-C for members and forces 8 MFRS for hall shown;Lumber OOL=1.00 plate grip DOL=1.80 3)This truss has been designed fora 100 pat badan chord live bed nonmrourrent with orry other live loads. 4)-This loss has been designed for a live load of 201 on We bottom chord In all areas where a rectangle 36 0 tall by 2-0U wide will fit between the boftom ciwrd and any other members. 5)Provide medtenloal connection(by others)of truss to bearing plate capade of withstanding 100 lb poll at Iolnt(s)except qt-lb) 1=323,5x323. Aess a-eeler,alai mlue wid.pIEe off INO.1va.MIIEC aEFE .P<6E M6]OTJ m.la0.VA11..a a. � LIs e.Io�ue aYy Min Mneuno cw,to in.a N16hentlooifty u,nor,pa Wrvm.orv]zlai, F9Wfq tia, ,ol,,I . mi I-rvNa,�.Baa�,1na Mxelm,ve9paa,mon venN Ire�q�.m,llyolamBn Paanalaaan I»Mwln noaw�rna maea.q�nla IMrnwdl IwleFp cw49aN�nBllwxaad l:lo wev�l w5anp alnawala nlnwaoawaawamamm auy. adarr,m lamrraaramra,ma�am a�mB MiTek' ws�wtren x..I�ulmanamwwammlmwxml�l»+.I=�.ar�e Harare aoMra aw.ro�eae��M ulAs.v.e lelrare nye vM1xu sloiq{e,tlelNery.e�xdmavJh Yegollnraesad Mnryrl reMN11/IMI ve MGIXW,aLd9 aq kCLYMgConpmenl 6a,IL.1.M4. WNy Inlumollm wtllWo M1mm Inn Fiala MIIUM.21a N.lea SaxBt SIb 312.lHxmrM.Vw Y(314. Teirye.FL 3E10 JOU Truce Tuuwa Type • (]MP Ply onau 3156 ] 13174T0A I. ="' I1 1 Job 20117 MIT o eusto &Mdrp GomponeM SlgfMy, Jackearvllle,FL-32258, IOE Apr13201]Mi)ak IMUMria,I1c. Tai JLJun 809:29: IgVi Page 10:9911oWxOGI023-0-1 dBMOUB00u-mzHv)w]V313guZUFJLl191(iVxVekVp)ryVIAO]B02U ]69 154-12 230.1530La 789 )-03 ]83 ]S9 9.W 12 a Bub=1:61.1 19 19 ba 5 all O 2 4 q la 4a c 5 1 6 Idd la B a ] 40 II ]xID= as 4[10 u ]4P9 13x-1z 23Rs 3ULe ]B9 n6 Y61 ]JB Plate OBaMa IXYF- 11:0.Gt 0.0.3111:60.90-SO1 f1:0.2-120-0-11116:0-5-13 Etlge1 LOADING gash SPACING 200 DSI. DEF_. n (hoc) I/dell LId PLATES GRIP TCLL 20.0 Flate Oep DOL 1.25 TC 0.94 Ved(LLj -0.12 ]-e a999 240 MT20 2W90 TODL 10.0 Lumber COL 1.25 BC 0.81 V=(QL) -0.38 78 x962 183 BCL1- 0.0 ' Rep Shrews Ina YES WB 0.29 HarzR1) 0.13 6 we For, BCDL 10.0 Code FBC2014 P120D] MMrlx-MS Weight.1401b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPGHORD SWCWral wood aheam,drealy applied. BOT CHORD 2x4 SP No.2 BOTCHORD Rlgld telling directly applied or 8-S2 of owing. WEBS 2x4 SP Na3 WEBS 1Row at mldpt 2-6,4-6 WEDGE M1Tak racanmends that Stabilizers and required cross bracing Left:2x4 SP Ni be metaled during muss erasion,in awortNnce with StaNllzer SLIDER Right 2x6 SP W.2 1-6-0 Iretallatlon ulde. REACTIONS. (Ih/slze) 1=121510-58,6=121WechaniwI Max Hou 1=192(1-011) Mar UDII81=819(L012),6-319(_012) FORCES. (Ib)-Max.Comp Alex.Tan.-All lances 250(lb)orlow except Man show, TOP CHORD 1-2=-2067/841,28=-1441/533 34-14 7/ ,46-1%4/620 BOT CHORD 1-9=~765,8-9=-46(V1)63,]8-441/1675,6O=440I1677 WEBS 2-9-0288,28=884/300,3-8=197/!58,4-8=89&2]$4-7=0@53 NOTES 1)Untsanced roof live loads have been conMtlered for this well 2)Wind:ASCE 7-10:Vutl=i30mph(3 second goat)Vaad=101 mph;TCDLd.Opsl;BCDL=50p f;=2511;B=aSfI;L=3011;eeve7lq Cat. II;Exp C;End.,OGp1=018,MWFRS(dreaional)and C C EIcas 2)0.00 to 307,Intella(1)30.7 to 154-12,Enedor(2)16-4-12 to 18-58 zone;C-C for members and forces&MFRS lar reactions Shown;Lumber DOL=1.601Mate gulp DOL=180 3)This tensa has been draig0ed for a 100 psi bosom chard live load noncondament w8h any other INS loads. 4)'This muss has been designed for a live load of 20.Odef on the bottom chord in all areas where a rawsVie 38-0 tall by2-00 who Wil fit between the bcti chord and any other members. 5)Refer to glrder(s)for mss to truss co nechlons. 6)Pm lw mechanical connection(by others)of mew to bearing plate capable of w helanding 10)lb uplift atorus)except OWE) "19,6=319. Q Wleawe-VMI,CMP,Pvem•In mdasla sands ONould aso WiLese0 ImoKeendusCE PIOEui r-resistant FORE U9E Dela,vdld.—oniYw11h 5ainrecbrs ll'EtlsJT k4attl wJV upcnpaanelert Lwwn avin nn m LdlWAd lvltlM1pcanpxmt roi Inmmayrlan Belweua.anlwllwpdvlaar rvvu 1V Ra[a4LCMINoldmlainvmiebna'tlpWwlyhcwpxde ai44mNlr FlolMmeml } rxldrpdeMea.amdour MY:ale[I kbpa:e't-durg olY M}geimvnb LdcMtlmnntaaaYY.M]Wdisna TtlPMrlvrsrab¢IiV Mrai sawnleMeawr merMmeio aevwucaaAe can ro%d+lew�r.f hwrmenecwly moms. wre�Mea �ce re9e4'9 are PtxCalMLawme.."d%bn Wily'a"fa—innun nossamaneaW91/MlEaaIVCAwI;O9a-H D•N adNWMpfmpawN mW PSM f. Is altlVNurbuae .scmau1Mebr04rIa.21aN Tsrye.R 3ffi10 Job T. True Type • Ory• Ply T11315640 1ffi]4TOA T46 Common Supposed G.U. 1 1 Job ReMrence L onamal) BUIICIng Compoxint Supply, JetlmoWllle.FL-32268, 8.110 s Apr 132017MiTek lydlaMes,be. Thu Jun 809'29:46201) Pagel ID:igtoWxOG10E93C1)dBMoeEBI1WiMOlJ bWOnIdp UElo2mJ Ff 30_OFeal 1SN2 33J 0 15H2 1a1112 60]ru Bule=ISIA 12 11 13 E 1n 10 6 are' 0 me B 16 17 6 18 E 9 4 0 3 P1 2 1 23 (a A4 44 43 42 al 40 39 30 3) 36 35 34 33 32 31 30 29 20 27 20 25 24 &4— are 30d8 3010 LOADING(pen SPACMG 2-60 CBI. OEFL. In (loo) Weft Up PLATES GRIP TCU 200 Plate Grip DOL 1.25 TC 0.09 Verl(LLj Na - Ne 99B Mr20 2441190 TCDL 10.0Limber DOL 1.25 BC O.M VBdQL) N9 e - NaNe 9 BCLL 0.0 ' Rep Stress In, YES WB 020 Hont 0.01 23 Na Ne BCDL 10.0 Cotls FBC201dRP1200] Wi Weigh:216 lb FT=20% LUMBER- BRA MG- TOPCHORD 2x4 SP No.2 TOPCHORD Slmoural mod sheathing drafty applied or 6041 ac purlins. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid telling droopy applied or i(Y60 oc bredng. OTHERS 2x4 SP No.3 UTek recommends that Stabilizersar70 requlran cross humm" he Installed during prose election,In aCCIN ce or.Slablllxer Installa0on guide. REACTIONS. All bearings 304-8. (Ib) Max HoR 1=192(LC 10) Max Uppft All uplift 1001b or less at j0lnt(s)1,35,W,37,N.39,40 41,d$43,44,3 .32.31.W.29, 28,27,26,25,24 Mex Gm All reforms 2501bormas atfdngs)1,34,35,36,3),38,39,40,41,42,43,44,33,32,31, 30,29,28,27,26,25,24,23 FORCE& (ID)-Max.Comp RAex.Ten.-All fbmes260(lb)arises exceptehen shove. TOPGHORD 9-10=&41260,1611=-102/308.11-12=11&33),12-03=-11&338,13-14=102/303, ld-is—esrzfiz NOTES 1)Wind ASID tool five load3 have been cbmaMeretl for rale Oedgn. 2)Wlnd:ABLE)-1b;VOU18;MRSmireogusil Vend=101mptxTW-2-Ito i;BWL-Serr h=25ft; to 15- -130X;save3) Cab. II;Exp C:E18-5 axre; CMWFRSem and nortioning mo C-CFRS forr0-2-)ts iEarnerr(2)L-4 12 1.610ategrp, 01--1 3) 154-12 to 1ned for ns;G-G foods imembers and faces 8 MWFRS for a,epos shtom;Weber alto M f w), grip DOL=1 60 3)Tmss despgnnd ils M plicinto plane of ore Imre only, For studs exposed to Wend(normal to the face),see SlandaN IrWusiry Gable EM Details as 0 unless ci o consult qua0ed. DWitling designer es per ANSIRPI 1. 4)All plate are 2.4 nhn o unless dM1cluord Indicated. . 5)Gable sequin& oed at 14 0otbm cMrd bearing. 6)Gale spudsspecen de igne,to oc 8)This buss has been Designed fora 10.0 psi botlom ow7o live loadbot om coord In al With alar borer Ilve loads. 8)'This brass en tbeenth.of or for a I. load of . bar on 1M1e bollen cMrd In all areas wM1ere a rectangle 36-0 fall by 2-60 Wltle lP fit between Ina Moanction andanyother Russ to... 9)Provide 1,42,Ott,connection(by borers) , 17.26 to 5.24. plate capable of wfttutargl7g too Ib Iglin at jdnb(s)1,35,38,37,38, 3B,40.41,lat 43, hi 33. rat31, pr29,28,2),28,25,2d. 10)Beveletl plate or sore required to provitle NII bearing sudew wior Wu Ghon]of Joni(.)23. tlWd.WWeNdly Ueepnp✓xiMWFWW PE4a NOrEe PYTme1Xa M'CLUUEO MIIEa flEFERANCE PI4EYllAm.16VYNIe6EFIX1EUEE. eea9m vtlpM u¢wey w1Y,1N1eMIDemrecbn.9esceLL�40aa1aJYr9-��Wm,elers Lww,.a'dklam MMQM IrMSp cwnWrw. 1.roi Idmadmig eslae .Ilw lrYbp tlel9rnl mu.�Udy 11'e aLGibIXMM UIdaYpr paamalenabgOP&NY,cn.minn,urdpon' rertll raare9�WOr. BacYglrvkale0abpewniLSJlty of YvhLtl Mae weDad/acbtlmeniCasaYY.</lraYcevJ ivnµxayadpsnnmenidacYg e kM'Txrxlaed blit[tlM'/atlbpevr0cdlapawanlaMwgaeNo,tiva+eMdm,gTa, fa9er�ard PalWica repatigaW IdaMvblekmy,deMaay.ersYanm]M211q ollntiesaWnisssrybr6¢H,Ny/AI9WWIYGaerW pMMaq PCHYINgCplperuN EeUL P.E.B. eyelyeapmdm WtldNe M1dn a�RUle YURMa RIB N.lee SIree1.91118312 Nemdil6 VR2R]14. Tsrea,Fl 2-810 Job TMN Tim Type • plyi Ply if 1315&9 ',,191]4TOA VOt Valley 1 1 pfi II Dm1om01.ompon9m auppry, dedaOIWIIN,FL-32256, 8.1105Apr 13201]M1Teklndasmes,lrc. ThUJun 8(929:47 201) Page 1 ID:]9)roWxOG10EbC19rBMovB00ugYyl ay0fNMeRFI1cf MYnyKCylWPelvkynictsM 9o-ssn" Rao II Stake=1:18.9 3 4.50 1z 2N II i z 6 d 4 9i4% 34 u4 I LOMINf9 MuG SPACING 200 CSI. OEFL. In 0.) "1 L/C PLATES GRIP TCL_ 20.0 Plate Grp DOL 1.25 TO 0.19 Vm(LL) Na - has 999 wn 2"AW TCDL 10.0 Lumber DOL 1.25 BC 0.13 Ve TTL) Na - Na 999 BCLL 0.0Rep Stress lna YES WS 008 Hclz(fy 0.00 Na Na BCDL 10.0 Code FBC2014TPI2007 Ma9h-P Wight:a It, FT=20% LUMBER- BARGING- - TOP CHORD 2x4 SP No.2 TOP CHORD Smdural wood sheathing directly applied or 6 M oc offi ne. BOT CHORD 2x4 SP No.2 except and vei cals. WEBS 2x4 SP No.3 BOT CHORD Rigid caring tiredly applied or 10-0b oc tieing. OTHERS 2x4 SP Nb3 MiTek recommence that Slablllzers and required cross bracing be Installed during truss erection.In accordance With Slablllzer Installation guide. REACTIONS. (1b§ize) 1=380-11-11,4=1210-11-11,5=955n-11-11 Max Horz 1=109(LG 12) Max Uplift 4=31(LC 12),5-119(LC 12) FORCES, gq-Mex.Comp.J1y.Ten.-All farces 253(lb)D,less exoepl Ymenshown. WEBS 2-5-2611289 NOTES t)Wind ASCE)-10;VuIk130mph(3 second gust)Vasd=101mph;TCDL6.0pep BCDL=5 gpe;h=25d;B=4511,t-24ft;eave—aft;Oat. II;Exp C;End.,GGpl=O IS MW FRS bimdionaq end GC Exleror(P)(0-104104065,Intedoh1)4-051o)-10-9 am%C-G for members and forces R MFRS for mectiow shown;LMnber DOIr1.60 plate grip DOL-1.60 2)Garble mguires continuous botlom Mcrd baring. 3)This Inas hes been resigned lora 100 par bollom chord Ilve bad noncontunent MM any other Ilve loads. 4)'This truss hes been designed for a IIva load d 20.Opd on the bottom chord to all areas where a rectangle 366 tall by 26-D wide wall fit between the bottom chord and any other members. 5)Protide mecbnlcal connection(by others)of truss to Deering plate capable of wilhstandrg 100 In uplift at binds)4 except at-lb) 5=119. WIq/IIPpWmlennggEAD NOIESON1g6 AND MCLVOFO Y/IENREfERANCE FAOEMM)OAm.le0Yt016eEfORE✓aE �' LSWI Wtl.Io...aY..Y'MMMReA®ecnedai INiJZJgi aMred wYY anon ynanetm aMmni.wiyhtw aY✓9WMf dadaywmVmvT.iwl wM1iArylleOhn eue.Ilp pIMN EW¢g nxS veilry a¢gMlcT.eNar M4pn yerpnalau mlpryerlY haxryrala Tareegn Nlo lOe ovaall Wdwkr.ea+x+e�m=maaatea�,nc.aw,9 orlmme,.�,.�a,�„✓I,.��..✓mam�,...9 . a�axk.,�,wmr,,,ary�,nAmr�rr,xkr, MiTek atMgarayLretl Xv n✓1NIYatllopevrrlttil4�rMnp2tleCHVN r�M'uelpWarYyingN.iu 9erreiJ 9�MNskaiWw�JlN nry �xYa. IFrtalom9e.WXvpryere[:Mnoq L�vckgo(fimg[uglnr¢w'elgnc xr[,AN51/1%1(XdIN OrIrgM.D56-09aM 9051 Wtldng CompanW en eAtl. AYI91rYmmxm m'akde nen Ines Rule MMAe,21BN.Iee SneeU alta d12 PlearnfMa VP PL1'L1. iamv R uss0 bb InNs Truss Type • OtYI ply 11315850 191]4TOA V02 Vella 1 1 --si Component Supply, Jedmprvlll9.FL 32256, 9.I iva Job Refenerce duals Apr1320P0t,AYyl ay Nea,int. Tbu Jun B ghoVur Ivky Pegg i ID:?gWW a9OtOEpGI]0BMossB001tAYyt ayANMeRFlIc0.TGYnyKBTOY4NIvkynLIDO2Y Sul 5 Sly w Sub=1:133 R 50 Flp a I 4 J 2e4 waw(1rei) SPACING- 2-00 CSI. UER In (I.) Weft LN PLATES GRIP --- TCLL 20.0 PIM GIIP DOL 1.25 TC 035 Ved(LLI has - Na 999 Mr2O 2441100 TCDL 10.0 Lombe,DOL 1.25 BC 0.23 Ve tRU No - Na 999 BOLL 0.0Pap Stress YES WB 0.00 HordTL) 0.00 We Na BCDL 10.0 Code FBC20NVTPIYOO] Matrlx-P Weight lJ lb FT=20% LUMBER- BRACING- TOPCHORD 21145P No.2 TOPCHORD Structural wood sheathing Woody applied or i4-5 oc puolns, BOT CHORD 2x4 SP NII 2 except end veNoa6. WEBS 914 SP NoA BOTGHORD Rigid wIllnp dlredly applled or 100.0 oc bmdng. Mirex recommends that Stablli]ais and soulretl crcaa bredng be InslNled Muitg truss erecli0n,in eccordanca wtW SteMlimr Installation Quids. REACTIONS. ) 1=1]515-3-11,3=1]Sl5-&11 Max Max Ho. 1=6 (IL 12) Mex Uplift 1=33(LC 12),3.59(LC 12) FORCES. (Ib) Max.CompWas Ten.-All tomes 290(Ib)or less exoapl when shorn. NOTES 1)Wired.ASCE 7-10;Vul1=13Omph(3-second gum)Vasd=101mph;TCDL-5.OpaF,BCDL6.q f;INI B=45X;t-24tl;eaeI Cal. II;Ery C;End.,GCpib.1O;MFRS(directional and CC Exleron(2)0-10-1 W 3-10.1,Intermit)3101 W 5-2-0 zone;C-C for embers and fomes A MFRS for taeclions shown;Lumber DOL=1 80 plate gulp DO1-1.80 2)Gable requires cmfinuous rorifm frond bass, 3)This truss has been designed for a 10.0 pat Whom chord Ilve bad nommrarrent Wth eery other sue loads. 4)'This tai hes been designed for a live load of 20.0psf on to bottom chord In all areas where a rectangle 3L 0 tall by 2-0 Woe will tit bassoon the bosom crord and any other members. 5)PmNoe mechanical connection(by others)of mass to bearing plate capade of wlthirtarbllg 100 lb upllit at Joints)1,3 A W4mwNG-pims,-Nanpxmlxa mONUGNOTES PV]NISING M'CLVVEG.WIENaEFENP NCE PPGEIM]4Am.le0.YNI6 eEPolIEUAs IX+LLan Wp brvwwJY�m Mllokf mn.nclwr�s... ul*.nx=an.olanYwwn.wW 6lwmlwfiNWallMdna cm�p'mH.rot Lao gdan. tte.0 NtleAm,rm 1-IN IN,MMkahYIN of WYGn rxxm..cnd go�pwlY��'•le�lSK G n II¢ow�Ul �OV�T.rr l lrclbal Is we"en1—mr,nl Yr]IVGrtl miss wabawu«m�wd mamma r>« Pamamnl MaNd M k' xwge�.mamma.twnrwmwe.<�n.:alw.��mnwxa.+e w.�w.�s++r w.nlrwwlru<.n e. r.,uw��w uww.:.lnrane ne fYxbaI Immus.ddNx�Y.aeclbnald Mtxbp ofNuevaM LwbYMemi cea4X51/INI OIUEM CnI�b,PGd9 aro lCS nuMbp Capon�N WW Parts EW BH. ayelylrlumnm wUltde ncm Lim Peale Yunnne.11a N.lee sneai sJle 3lz Nsaaidlkl vfi]za1e. RI PL pilo Job Trus TIIcs Type • qyl Ply 113IM51 191]4T0A V03 Valley 1 I Job RelerenGe o 4Urel BUNilp Compona , u,'. Addemilla,FL-32258, 0.110 s Apr is 2017 MITek IMUGnes,be. The Job B 0818:48701] Page ID:?4toWxOG10EMI?dBMoezB0 kWPOIWM6NBMO nNAtPyBBMWX in]002x 26.5 2A5 Sole=1]A 2 amli2 h4 t as% 2x4 it LOADING(psn SPACING 2-0 CW. DEFL In (I.) VdeB Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.05 Vad(LL) Ne - we 989 M]20 244/190 TO 10.0 Lumber DOL 1.25 BC 0.03 Vad(rL) We - We 989 ED 0.0 ' Rep Slrese Inc, YES WB 0.00 HOG(]q 0.00 Na nle BCDL 10.0 Code FB0201V]PI20W MatriR-P Weight:7 to FT=20% LUMBER- BRACING- TOP CHORD 21W SP No.2 TOPCHORD Strucunl w.dsheathing drectly applied or 2A8.Fisher, BOT CHORD 2xd SP No.2 except and vmgcals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling tiredly applled o,10-0-0.bracing. MITek,.arnmends that Stabilimm and requeed Coes bracing be installed!during Imes erection,in accordance with Sfetilimr Insfallsboo Rule.. REACTIONS. (Ib41m) t=fi02-]-11,3=8&2-]-11 Max Har] 1=2](LC 12) Max UpliB 1.13(LC 12),3—23(LC 12) FORCES. (Ib)-Max.COmpJTda,cTen.-All intone 250((1b)orlesa exceptwhen shown. NOTES- 1)WIM:ASCE]-10;VUt=l 0 ph(9a.ond gust)Vasd=101mph;TCDL=S.Opsi;BCDL=50psf,h=25X:B�51f,L=24d;.a ft;Cat. ll;Exp C;End.,GCp1=0.18;MFRS(deecgonaq and GC Evllerni mnwC-C for monsoons and fomes 8 MW FRS for reactions shown;Wmbar DOL=1.80 plate grip D0L=1 W 2)Gable requires continuous boNan cMrd earning. 3)This trona has been designed for a 10D Psi boflom char Ilse load noncorcuneni with any other Ire loads. 4)'This Buss has been designed for a It.load of 2DDpaf on the Lock.on.r in ell areas Mem a rectangle 3BO tell by 2-0-00 Md. Will fn between the bottom chose and any other members. 5)Provide mechanical connection(by others)of truss to Won,plate cepada of wdlwtaMing 100 to utdi!at jdnl(s)1,3. Q nce.-VxlrytlWpn pxxMmuMNEeONp]Ea d/]MINA/R'L1q®M2x aFFEPINCEPIeEMN]4Anr.IOPYNISBFfOBEUSE magi WY]Ia itadYY'^�M M7e��laS.IM�le9�ab tlaYYrWll Wfamenen Yww.aMhlwmFiNutld daWycwnp.¢nit.rot Iwayreson. faeue.IM e�r'a mMeno.1ae4UMvl'1Nor once p�wneton onn" on on,con nnov 1 wanawlvr.aw,*wnae.lre�eww.el ukw.dmwwrxa laswa5au«wamemmaarvy.rmlwalerrwo.wmamrrenwnla�ra 0k' Ia21hG N r nage,dsM�er.a�eciknlmd'p�alnarllnar¢f�V1NfN6Mb,A�aWaiN YCe�aW�s�l WW Pala fen anti. ' SaNly lnlwmoMrr W/Wle Rm�Inm Mie MMn1e,21BN.lee5aae1.916312 Namtlih Vh2D14. ieirye.FI :TEIa 7 JOD T. Tum Typo 11315652 13174TOA VM Valley i I J13 Reference 58re1 BWNing Comporwnl5upply, Jeckeomilb,FL-32758, EMI?Apr 13201]MITek IM�slli6NInc. Thu Jun BBOYMMN0WR :f8201] Peget ID:R911aWxOG10EbCIRBMAoezBOGu-ekWPo1B0]I28N890TBnNA1MKBrRWy%ZIVJnzB02% 82.0 its" 9.2-020 9.2-0 080 3 Scale=1283 0.00 12 b1 11 10 34 1 2 4 0 12 1 Q 3s<G 0 ] E .,r e B 1840 0 0 1830 LOADING(psi) SPACING- 200 CSI. DEFL. In (fide, gdeg b PLATES IGRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.25 Veit LL) one - we BBB MT20 244/190 TCDL 10.0 Conner DOL L25 BG 0.18 Ved(R) Ne - Ne BBB BCLL 0.0Rep She"Ina YES WE 0.07 Ill 0.00 5 We Na BCDL 10.0 Code FBC2014RPI200] Melrix-5 Weight 0810 FT=20% LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD SiNdurN ahead sbeaitYng eirerry applle0 or 600 oc pumre. BOT CHORD 2x4 SP No.2 BOT CHORD Rgid calling ddeally applied or 100-0oa bmcing. OTHERS 2x4 SP No.3 ANTek rawnmaLLs that SlaNlliers and regWred cross aadrq be installed during Muss madlen,in manclanca alta Stabllizer Inslalladonnuide. REACTIONS. All bearings 1830. (Ib)- Max Hoa 1=100(LC 10) Mev Upllil All uplift 10,011,or leas at lolnt(s)1,5 exaipt 8=-163(LC 12),6=163(-C 12) MaxGm All beclions25011borlessallolntfs)1,5,]axcept8=414(LC21),6=414(LC22) FORCES. gD)-Mex.CoMPIMa Ten. All faces 250(Ib)a less except ataxi Moan. WEBS 2-8-30(W32,4E=30&232 NOTES- 1)Unbalanced root Ilve loads have been considered for tlJa design. 2)Wind:ASCE 7-10;Vult=130mph(3seeand gull)Vas=101mph;TCD=S0psf;BCDL-S Opsf;=2511;B=45V;L=24d;gave-If,Cal. Il;Exp C;End,GCpi=0.18;MFRS(dlreetlonal)and C-C Exleor(2)0-7-9 to 3-7-9,Intel 3]-910 9-2-0,Exlaor(2)9-2-0 to 12-2-0 zone;C-C for members and fomes 8 MFRS for leaders sown:Lumbar DOL=1.60 plate grip DOL=1.00 3)Gads retails continuous bottom Man naming. 4)ThIs Vias has bean designed for a 10.0 pef ratan chord live load nonconahenl afth any other live loads. 5)'This truss has been designed lora live load of 20A l on Me batten MON in all areas More a rectangle 3E-0 tall by 2-0-0wlda will fit between the bottom core and any omer members. e)Provide mechanical connection(by others)of Muss to DsmW plate capable of wNrstanding too Ib uplift al Jell 1,5 except g1dG) 6=183,8=183. Anou. a ry gp M 1 is & I II H I I N' I I I .,.,,., MiTeI nM. `r r vW a 1A r 4m ; tl M nlow a sr,s nr l 11,11 Eur eua,.Ma rqe eLnwry^man l Yr awx W1-11-1u4MHsv1w10W11y em k.osed9 mtl aCsl ea Te FL TWIG sm.ry lmmmmba wdlwarcmn e,a fano remuio�zlan Moo sn�.a.sula3,e,aa.a,ana.vAzv114. Jab Truss Trans Type Ory• Ply T11315653 43474TOA V05 sell, 1 1 on ReNrerwa train., @itlug Control 89IWly, Jad3eMi11a,FL 3221 8.110 s Ayr 13 7017 Well,lobe leq ire. Thu Jen 80829:482017 Page 10:99toWxOGIOEUCFdBItouxECOIWaM7dBeuBy LnnC6WOSNPYM'WmA_pmD03sD]802W 7-2-0 14.Fo 7-2-0 o Srab'.1YY=r sxs= 3 6.00 12 0 2G 6 12 bA 4 2 6 1 — s.i 2x4 6i 20 71 .c4 6 3x4 C c' 1440 0 lsae LOADING(pelf SPACING- 2-0-0 CSI. ma. In Q.) We Up PLATES GRIP TCLL Plala Grip DOL 1.25 TO 0.16 Ved(LL) No - No 988 M120 2,VL190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 VaIRL) Na - No 898 BOLL 0.0 ' Rep Stress Ince YES WB 0.08 HOG(R) 0.00 5 No No BC DL 10.0 COtle FBC201MP12007 Matdx-S Weight:W Ib FT=lox LUMBER- BRACING- TOP CHORD 2P4 SP No.2 TOPCHORD Structural wood sheathing Moray applied or BOD or pudlns. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid calling dlredryapplled or 1000 w belong. OTHERS 2x4 SP No.3 Mll recommends Ihiat Stabilzers antl mgWred cross brecirg be Instilled during truss erection,In aardance wuh Stabilizer 1 Insta11a1lc0 auitle. REACTIONS. All b sings 14-3-0. (Ib)- Max Hort td](LC 11) Max Uplift All MNIft 10016 or Ips etloiM(s)1,5,7 except 8=-125(LC 12),6=125(LG 12) MaxGm All reaMloea 250 lb or less atjrinl(s)1,5except 7=283(-C 1),8=314(-G 21),6=314(LC 22) FORCES. (Ib) Max.CompdAax Ten.-All forces 250(Ib)or less except Man shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wield:ASCE 7-10;Vult=130mph(3-second gusf)Vasd=101 mph;TCDL=5.0psb BCDL=S.opst,,Ill BdSft;t-24ft;eove-�IM Cel. ll;Exp C;End.,GCp"18;Mral(Ebe clic rah and C C Eaeril0 7-9 to 3-7-9,IMedor(1)3-]-9 to 7-2 0,Extedor(2)7-2 0 to 10 2-0 mne;CC for members and forces B MFRS for however shown;Wmiser DOL=1.80 plate grip DOIa1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom Most INe load mnwewunenl with airy other live Ioatb. 5)-This Wss has been designed for a live load of 20.01af on the bottom chord In all areas were a rectangle 3-8-0 All by 2-0D Woe vWl fit beMxn me bollan curd and any other members. 6)Emile medtanlcal connection(by othem)of trues to beadng plate capable of withstanding 100 lb uplift M joint(s)1.S.7 except GWb)8=125,6=125. tlWIeNNe.YMly aar6npnnMmntl RFAe NOTEa PY)iMANy MBLYOEe MrEN aERNINCEVJ4ENY]IAm'.fa0.V1a1aaEFdiEYBE. WfVTT Wplwuvs wYYMllh rafea®corvrcYs5.9t�aLvedwYY�r Mwratws Yinxn.mtlKewmYWlukxxlb WMy cwn�renl rot �� Ir�posso Mgerfe,ne5JJ9de4wr mW vally MsgVkadlN oI�WE�pwameiertad goFerlyecaus de Mtlmla�lnbauovwal 1 aAuydmpr,.a«eae�uerredKloPaerna.a�eolnwan mmwmadwr wrdmemmr.onr.rmeom l.ml>°rwaeoem,�wrla«aw MIT9k- rn�Y�YrnrwAedlwnmmmololaewmmea�wlml.�Y�et>arnrie eV.vaa Rewmavr . rorw�wdaLd�werwaaron. ehk'alFn NOlNa.tlelrmry.naMaW MacL9 al Lemeaaq L16 M1.m4 seUNWM16eINQawrrt.bE6Matl 6CYBtlgCUMaaM1 wF.11 E.rt1 BMtl. sm.nlrv.�,Kwm wartde rom hue RwelrMen9,21e x.faa snael.sn.3lz aamafnvAzzafe. i.,,Pa Job Tmr Tmu TYPe ' Ot}a Ply r11315G51 1394TOA VOB VMay 1 1 Job Re ereno(option l &vNug Conpaem Supply, Jecksawllle,FL-32258, B.11O a Aer 132017 MiTek Industries firs. IMI Jun 809:29: An Paget ID:?91roW s0G40Ek3CI?dBMoadBKOu-a7aADaCGNPpcULO1aFObyh0%gNRYO_fte0pa02V 5-20 10,0 5-20 SAO 46 11 3mb•117.9 2 603 Pit e 7 8 5 3 1 ate- jg d S z.4 c z.e < zx4 0 o4Fe 10 4.O olle lose LOADING pat) BPACINf� 20.0 CSII. DEAL. in Dory fl Ud PLATES GRIP TCLL 20.0 Plate Glp DOL 1.25 TC 0.27 Ved(LL) Na - Ne989 MT20 248190 TCOL 10.0 Lumber DOL t25 BC 0.20 Vial We Na ee9 BCLL 0.0 ' Rap Shares Ina YES WB 0.05 HPR(IL) 0.00 3 Na Na BODL 10.0 Code FBC2014,TPIM7 Mai Weight:331b FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Ni TOP CHORD Structural wood sheathing directly applied a6-0 oc puffin, BOT CHORD N4 SP No.2 BOT CHORD Rigid calling Great,applied or 1000 oc bmi OTHERS 2x4 SP No.3 MiTek reewnmeMa that Stabilizers and required cross bracing be installed during truss erection,in accordance Win Smolder Irudellabon uide. REACTIONS (IMaize) 1=165(103-0,3=16910-30,4=395110-3O Max Hua 1=53(LC 10) Max Uplift t=55(LC 12).3=55(LC 12),4=80(LC 12) Max Grav 1=167(LC21),3=167(LC22),4=395(LCt) FORCES tib)-Mex.Cour,di ex.Ten.-A t tomes 250(Ib)We.except wren shovm. WEBS 24=-26p!f167 NOTES- 1)Unbalanced mol Iim,leader have been castellated for Mia design. 2)Wind:ASCE 7-10;Vuik130mph(3eecond gprp Valli Otmph;TCDL=SOpsb SCDLd.Opst;825X;8=4511;L--24X;eaveylit;Cat. II;EV C;Eni GCpI=0.16;MFRS(directional)end C-C Exledag2)0-7-9 to 3 7-9,Wetler(t)37-910 5-2-0,Exledor(2)5-2-0 to S-2-0 wne;C-O for members and tomes 8 MFRS for reacllon shoan;Lumber DOL=1 BO plate gdp DOL=1 60 3)Gees requires coMlnuous rttom Word!bearing. 4)This buss hes been designed for a 10.0 Of boners crrd Ilve load nonconcupent Ah airy other live loads. 5)-This truss hes been designed fon a live l0ad 0I 20opsf on to bottom GLOM In all areas Mom a rectangle 36-()tall by 2-0-0 was will fit hereon the bottom craft and any other member. 6)Provide mechanical connection(by ethernet of trues to bear,pass capable of w9Mtandng 100 In uplift at Idnt(s)1,3,4. Q N.dMNd-VVMy Qvwpr{�wwMv e]eFJa XOIES PY IIIISxNU MCLUOEe MREx MfEaxNtEVxpEri)fAm.faaYAISIEFWiEVSE. r— se,n. �IaW xllp MIeAWcrni«1cn.IM�kWg�kWzrNWYW+I�Incnelersxv�wn.oM 61amICWA YdIMFV rsmipx�rxe,cul aInmaypem.Bebre UR.IM I'yNiptl mal mulveMyll�grAkKtlly I0.KT I.vaTwlmatl PIXblYhee�Wldalnk�Unnbllw ovadl .dn9�. a«ro..aetbtltitu pevmllacrlp el MukAxltiuwFO mLn CMEm«�Gaisaw.MldlYvvl t®nlbluYab Pemmanidsl�p M ek' hd✓q'slepYed W vlRilYm]W ge�ent W[pev4M WQ1e PstdvxharyadpM+glYdun[Ba.fw9el'atlgtlacalepa3g Ma Imwaell..lmL�e.aaMaY.««Iwnadel«roaml.�aalnamMn.�axxwmlawry cTn.m.pxavmaxPlxWcemwaw eepd rvik.cvu3Na. fdMYOMlidon axlRlshan iia RabhWllle.rata N.LNrlleat.axle r12 Nevm3h VA22311. Tvrryv.FL sesta Job Tress Than Type 00 Ply 315E55 13176TOA VO] Valley 1 1 JobM17 MiTak Inaurell Buking component Supply, Jeckmmilk,FL-32256, 8l?dBApn 13M17Duuxga WL VWKC3g:51201] Pege1 ID:2Bj1oWrOG10Ek3G12dBMaMB00u9JCTOJDu0oxgEevbPILUmVVOKC3Nl29DY'ew&602U 62-0 6 0 32-0 I 32-0 Soaks=112.6 416 II 2 6.00 12 3 e 4 N4i N4 11 140 Oq8 64-0 UV9 630 LOADING (pal) SPACING- 2-00 CSI. DEFL In (Ice) III LA PLATES GRIP TOLL 20.0 Plate Gap DOL 1.25 TO 0.12 Vaa(LL) Na - Na 999 I'll 24,V190 TOOL 100 Lumber DOL 1.25 BG O.W Vea(TL) Na - No 999 BOLL 0.0 ' Rep Stress Ina TES WB 0.04 HocI 0.00 3 No Na BCDL 10.0 Code FBC2014RPI200] dial Weight:19111 FT=20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing alai applled or 6-00 oc plains. BOT CHORD W SP No.2 BOT CHORD Rigid ceiling direcflyapphed Or 1"-0 w bradng. OTHERS 21N SP No.3 Mil recommends that Stabilizers and required cross beat be installed during muss erection,in accordance with Embitter Installation guide. REACTIONS. IIbsize) 1=103x63-0,3=1031630,4=200/6-3-0 Mex Hors 1N0(LC 10) Max Uplift 1=39(LC 12),3=39yLC 12).4=29(-C 12) FORCES. (I1b)-Max.Comp.IMax.Ten.-Allformes250(IC)orlessexceptwflenahown. NOTES 1)Unbalanced noel live loadr have been considered far Nis design. 2)Wind:ASCE]-1q VUIt=1Semen(3-second gust)Vaso:101ni TCDLd.OFwl;BCDLd.Opaf;h=251t;0=45f1;1---2411;eave=4m,Cal. 11;EV C;Encl.,Wei MFRS(direcflonal)and C-C Extern euni for members and brass&MFRS for resell shown;Lumber DO1-1.60 plate gap DOlr1.60 3)Gable requires continuous bottan chord beaang. 4)This thous has been designed for a 10.0 psi boltem chord INe bed nommralnent Wm any other We loads. 5)'This muss has been designed fora Ilve two of 20.0ps1 on the bottom chord In all areas wfiee a rectangle 343-0 tall by 2-00 We all fit between me dotlom chord and any other members. 6)Provide mechanical connection(by others)of toss to bearing plate capable of withstanding 100 to Join W loll 1.3.4. QCmWbArwild f. MvemwWnmOld ns rPVaIrme MCLOEemmin FnE e4pNCrtE IaIONEY]!)e mI6RVcnewsE—1 marot IMMlem.BeL^relee.llndiJpWr{ynr mIMve111y 11palxMkc[flyatledgl masdraatlpc9alYMaFttWsrponor Nblipovatll I.rraro.xpl.a«ircllx�leeawL.N�prno-.:ulerslkrawnll,�w.oawror morelrr.Irrm:wY.adaaarrd lempwar�rdrelmwprnL,wrp MiTek" kawgapplsn,denwly ag..bro13.1 hown aawr,dwmcr YabxrrsWmdr CnadraPIos win reparlgtn ne Ext ends. kErt:rMsl.slwapl,dNNerwwalsuJdWp al Lrmnwglwpelaen i1YJIL/MI Guyry O6dlo.pi6�NYk 6CN MlailpCwganW1114 kyllylMmlleM w6Yb M1pn Ir16%OIB Y6M11e.RI6 N.1�Slr�l.9M S12 NezatAlo.VAY1314. iaryu�Ft n0 > w v v > S A 5 op 5 �z Z > x O�8mR'oOroc@� zo b ` o ` a 95 a mo o:m Doc5gEm Dti p � m OZ oo �°0- oADS O y y moaa0m m.Q»v ° _n90o 0 gK ^ C pZ0 5 n Rp O° a3 opi�o ^ ff;0 OQaLmoti Imo ; D_60 = q 0 0. ZO U. 00, oyn ° ° 06@ao ° 3 6 00 m 3 a0 a00 06 00 4dao o 75 — o 'DE � DD 0 O = OOS � Dti Z� OO7N a072ia � 2 a_ 5.,:? 6 0Oa0 �0 � m00 No 0 O cn ° aNC m ° x p i Aw n c0 3?>`O TOP CHORD m� ,-7 O 3� � z m cia Z ScN o� H �yyD SOA _ 0 Uym' `Gi 'm ?M- O O A- M� n a 3 I £ Ai ^ ' � my y �> N N C C N d m m j, V Q ) O N n = Zc 3 :E 0 3 3 m �• m o ,mOm D i or n 00 v a A PJ �O j N N O y A `V ��nF m D c $ m i 3 9 3 = ° gs D � � z �N 4 m ces c H m' TOP CHORD n a a f Z �QT D a3gz n 3 m @a* R o o $ po n .@@$ o a 3.a m'E o'$ 3 9m' Fm xa 0Qs 00 Rea J3o � o2 � a3 �R ¢6 dz � � 3x �o �o baa m mm� 3m 2$c&gi 3E m °�� $ �n° g � 39B2 Qo o $ R& 3S 3� �O 3' n �$ $$° 3 ��' $° ERR bo O '33 a 99 m �m cc 28 $g n° �q 8g,, o -@ $3- 3 $o; °3 �o 7 ng mo $° 5 -' ¢$ c° Qs.�g $ aid 4 sig o a�3 g* off$ - F ip 0m ¢m do 34 "O 3K ff it nx $�$ E1 �00° O a ffi93 S 'm m gd a Qm s°6 °Q mnc °$4 43 Q! °04, o $fin o� O Q_ g ® ° S OR n °a z® oma bag 8 N x ,3o 1,3 ° ' 4 oN � �� o p Mo' £ g` �m C ns Ra 9 R2$ � n '� y Ao Q 3m da R$ c J� 2 3 'maw bm mm _O Z N 3� 3 O v rt N ' I MAP SHOWING PL 0 T PLAN OF L 0 T 73 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO TOLL BROTHERS LAND DEVELOPMENT --� DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.60) WERE TAKEN FROM ENGINEERING PLANS CURVE DATA Cl BY TAYLOR & WHITE, INC S33*20'51"E DATED 05-15-14 CH — 9.21' ELEVATIONS SHOWN HEREON R = 400.00► REFER TO NAVD OF 1988 A = 9.21 = 01'19,11" ALL PAVERS ALL MEASUREMENTS ESTIMATED FRONT 884± SQ. FT. BACK 2231 SQ. FT. � ��FGrt z- A� P GOlkbcNG GAFF G� + // I �� ORFP C .c �o o Q G eO�O�OG�\O 1 OR . 2p GOA CID �0`o cp O O O� pO 'O QRO v�OF SOS P� BUIL )ERS ENDORSEMENT SIGNED: NAME: DATE: TREE SCHEDULE DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT SQ. I. MINUS EASEMENTS/WETLANDS 6LOT 73 MODEL "ANNA MARIA" ACRES=6,750/43,560 ,750 LOT SIZE 0.16 NOTE ALL UTILITIES SHOWN 7,200± SQ. FT. ACRESx40=REQUIRED TREE INCHESHEREON WERE FROM DRIVEWAY TO R/W 731± SQ. FT. THE REQUIRE NUMBER OF TREE INCHES WILL BE MET 6 4 AS—BUILT DRAWINGS APPROXIMATE SIDEWALK 240± SQ. FT. USING 2" DIAMETER TREES. PROVIDED BY CODY'S PROFESSIONAL SURVEYING RIGHT—OF—WAY LENGTH 60.0_0F T. 707 OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH NO MOR THAN 507 OF THE SAME SPECIES. AND MAPPING, INC. TOTAL IMPERVIOUS AREA 3,892± SQ. FT. 547 12-18-14; JOB #10114 TOTAL EASEMENT AREA 450± SQ. FT. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN UNDERGROUND ENCROACHMENTS NOT LOCATED ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA LAND SURVEYORS IH 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND (/SINESS N0.INC. N C• ESM'TFNM. FOUND a en I. C = AIR CONDITIONER CONC = EASEMENT �-- I.D. = IDENTIFICATION MON- = CONCRETE (TYP.) - TYPICAL MON, a MONUMENT P.R.M. = PERMANENT REFERENCE SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 5 I.P. = IRON PIPE MONUMENT _ I.R. IRON ROD P.T. POINT of TANGENCY A DELTA ANGLEP.C.P. PERMANENT CONTROL POINT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY _—4 = CH = CHORD P.C. = POINT OF CURVE A = ARC LENGTH P.R.C. POINT OF REVERSE CURVE R RADIUS P.C.C. POINT OF COMPOUND CURVE ALL (CALL.) = CALCULATED B.R.L. BUILDING RESTRICTION UNE AMERICAN (D) PEED F.P.a�L= FLORIDA POWER LIGHT SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS = CENPLAT U.D.E - UNOBSTRUCTED DRAINAGE JAMES D. HARRISON. JR., No. 2647 OF FLORIDA, ER LLINE NGVD - EASEMENT GEODETIC VERTICALMICHAEL A. GARREIT, No. 6643 INC. RIW RIGHT-OF-WAY DATUM SCALE 1.-20' -z, = FENCE NAVD = NORTH AMERICAN VERTICAL DATUM (W) = WITNESS EO' = POINT OF INTERSECTION F.F.E. - FINISH FLOOR ELEVATION TOB - EDGE OOFBWATER —9 DATE 04-10-17 ��,,, r a X LORI ISTERED•S VEYOR A APPER _ np av BRB nIa P:\2017\81844-155124-nlntnlnn - 8 nonco nen 1 fi5124 rn r A 1844 i I MAP SHOWING PLOT PLAN OF LOT 73 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS LAND DEVELOPMENT -�`- DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (11.60) CURVE DATA C1 WERE TAKEN FROM ENGINEERING PLANS S33�2O'51"E BY TAYLOR do WHITE, INC DATED 05-15-14 CH - 9.21• ELEVATIONS SHOWN HEREON R — '4'00.00• REFER TO NAVD OF 1988 A = 9.21• A = 0119"11' ALL PAVERS ALL MEASUREMENTS ESTIMATED \ FRONT 884± SQ. FT. BACK 223± SQ. FT. \ tifi� o 9 s �G QQ�G rl a `o `!• ` 0 `<o 010, �y1 \� •�� 'y6, ��SC�r5 19 , . -;-60� o r i \Vis• : °c�qy°a \ v ti { r� a7°� �4 ,°\ OGS'FO r1` BUILDERS ENDORSEMENT SIGNED: NAME: DATE: DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE LOT 73 MODEL "ANNA MARIA" LOT SQ. F. MINUS EASEMENTS/WETLANDS 6,750 NOTE ALL UTILITIES SHOWN LOT SIZE 7,200± SQ. FT. ACRES-6, 50/43,560 0.16 HEREON WERE FROM DRIVEWAY TO R/W 731± SQ. FT. ACRESx40 •REQUIRED TREE INCHES 6.4 AS—BUILT DRAWINGS APPROXIMATE SIDEWALK 240± SQ. FT. THE REQUI NUMBER OF TREE INCHES WILL BE MET RIGHT—OF—WAY LENGTH 60.00 FT. USING 2" IA PROVIDED BY CODY'S METER TREES. PROFESSIONAL SURVEYING ANO MAPPING, INC. TOTAL IMPERVIOUS AREA 3.892* SQ. FT. 54X 70X OF R QUIR£D PLANTED TREES SHALL BE CANOPY TYPE, 12-18-14; JOB #10114 WITH NO MORE THAN 50% OF THE SAME SPECIES. TOTAL EASEMENT AREA 450± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE 'X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEI'DR8 - J751 SAN JOSE PLACE. SUITE 15 - JACKSONWLL& a0fflN, M57 - 904/279-0088 - UCENSED LAND WSWaS N0. J857 FNDAIR CONDITIONER EESMM'T -FOUND NT C en L . IDENTIFICADONCONC k MOK MONU P�R.M.. PE ENNT REFERENCE SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW .4.P. - IRON P MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY I.R. - IRON RDD P.T. - POINT OF TANGENCY - DELTA ANGLE A.C.P. PERMANENT CONTROL POINT CHCHORD P.C. w POINT OF CURVE ALL A - ARC LENGTH P.R.C. - POINT OF REVERSE CURVE AMERICAN R - RADIUS P.C.C.• POINT OF COMPOUND CURVE SURVEYORS (CALC.) NL TED ILFLL - BUILOINO RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL iR D) - DEED F.P.RL.- FLORIDA POWER a LIGHT OF FLORIDA, )) JAMES D, HARRISON. JR., No. 2647PPLAT U.D.E • UNOBSTRUCTED DRAINAGE MICHAEL A. GARREIT, No. 6643 INC- RADIAL LINE EASEMENT � • CENTER LINE NGAD - NATIONAL GEODETIC VERTICALSCALE 1'-20' R/W RNCHf- -NAT DATUM NAVD - NORTH AMERICAN VERTICAL DATUM _— - FENCE PJ. w POINT OF INTERSECTION w 9 DATE 04_10_17 F P E. - FINOR ELEVATION � .. �OF BANNK FLO GISTERED RVEYOR u MAPPER _=8 F'.B. X _ DR. BY BRB DIR. P:\2017\61844-155124-plotpion ORDER IVO 155124 nLE 61644 ELEVATION NOTESYza,=a1 --'� Z PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM TOP OF RIDGE i. FOAM FACTORY INC.OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS.TYPICAL UNLESS NOTED THERWI E 2 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2 FLASHING TO EACH ELEVATION O "CORAL-LIGHT"OR EQUAL PRE-FINISHED 2.1 3 ;FOAM APPLICATIONS SHALL BE INSTALLED AS PER __MANUFACTU RER,_$Pl C$.U.N: ROOFING PER z LL PRE-CAST STONE APPLICATION ................. STORE CONTRACT(TYP) T.O c 0 4. CAST FROM FOAM FACTORY INC.OR EQUAL,AND Ji .HEEL z TN TA EDA P MANUFACTURER SPECS. - - --- -- --------- -,A� TRIM WORK FINISHES SHALL WRAP ALL OPENINGS & T.O.PLATE o 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THEOvan Drummond, IA P NIN -4 A �"m R 96399 METAL WORK IN INTERIOR AND EXTERIOR RAILINGS ® ®TYPFLASHING Manuel Gonzalez,AIA o z 6.,AND APPLICATIONS TO BE FAUX WROUGHT IRON 6"CORNER - SLI I� AR 96730 p Or A MINU .__ 5 Sang-Yub Lee,PE p THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, TRIM ' d 72328 w a 7.'ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE (= _ _ -- yr a„ '2'1 ', Q ARCHITECT/DESIGNER - Uj 3S° FLASHING o Uj ...................... _.. ., W p 00 5 w THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING m o O z WITH THE SUB-CONTRACTOR/MANUFACTURER AND 2ND FIN_FL_ - y = p F :_; p 00 3 oz 8.,THE ARCHITECT/DESIGNER IN WHICH ALL ':: • HEEL - ' ~ a w ° y ---- -- - -- �,-,a.:r T.O.HEEL tw N `�' c :ARCHITECTURAL APPLICATIONS WILL BE " , ----------- -----�_ U. o o 7. AND APPROVED PRIOR TO INSTALLATION ^' N T.O.PIAT _— T 0 PLATE Uj o `* E iu'o E ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING . .-.. -- :~ W N _- O c�z 9. HT F COACH l[ HT W TH T R TH .M.HIS p vwi� .2.1 i... �._ ❑ ❑ ® w�+ u cpm c i i .. Se d i.: o Q 3 R o ADDITIONAL ELEVATION NOTES: E o d ylj2 i } i {... .. .. .... } d ° N 1-PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7"HEEL I I ; ;"' F .......... ° j ID o d p 2-ALL HIPS TO BE MANUFACTURED WITH A 11/2"OFFEST AT CORNERS a FZ ........ ..._... .... .. ..... - t=9 oe 3-ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN FIN.FL ................ ..._ p o ,; ----- -FIN.Fl_ LL ADDITIONAL 1/2"DROP - I �2 8 Z ------------- N D o g 8 4 7 9 0 W FRONT ELEVATION o SCALE. 1/4"=1'-0 CLASSIC m Td> LU �o= _ w ROOFING PER S (� N: 0 0012 CONTRACT(TYP) .2.1 2 CO ~ "" a o z -- U arorz�ito _ Q Q z c m�_� ------------ --^ -=---------�- .-. ---- - -------- HEEL— m .. --- T.O.PLATE ......._ ... _ U . _ UO2 ..m ®_oR VCORNE y : FLASHING �zJr p N a Zr M bd rZ maa M p ------ -------------------------- --- - 2ND FIN.FL n vi 8 HEEL ------------------ ----- O T.O.PLA W p ----- ----------- ----------------------- ------------------- --HEEL sa 0 - 7d TE -- ----- ----- -------- m .. 4 op?w TYPr .. x IUS�W 4F U .. ,, .... ..___ ..... _ . _ .... .... -_._._. ...._.__..._._.. .. ..�. .. a ---�E� .. .. _ ...... _p=0, .,..... ,.... b 1"I Y... N . _. F ! ....... ... .... .. ....... . ............ .. ... ..................... .... .. ............. _....o0 . _ . .. ............. ....� .... .- .. ......._.z ,t. _ .... ... . .. --FIN_FL mavyL. ha 2< L_______ _________________________ W . c�p 1 LL W M 5a o 6 9 w w T� zFyo . W3a�wm z -p Ln 0 Z RIGHT ELEVATION i�m W SCALE: 1/4"=1'-0" CLASSIC �- Z <8�o ASPHALT SHINGLE ROOFING (D =° I ��;; � 1014.1 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHII G STUD WALL FRAMING PLATE w/ 10d 0 3" O.0 8d COMMON WIRE NAIL w/ 2x SOLID BLOCKING TO BLOCKING 0 3" O.0 AT SHEATHING EDGE 6" DBL. TOP MAX4 NOTCH HEADER BLOCKING ONLY REQUIRED PLATE BELOW TOP PLATE ` �� Lou P o n t i g o a n d AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. STUCCO FINISH I TRUSS. ATTACH AT EACH WALL 5-8d COM P RCH SHEATHING, H Associates, Inc. EACH SIDE Ian I °°I PORCH STUD w 3-16 NAILS AT EA. S E SPECIFICATIONS / 16d COMMONS OF SPLICE 16d COMMONS B LOW I •.i HEADER, FRAMING INTERSECTION. (MIN. OF 0 8" O.C. SHEATHING SPLICE 0 8" O.C. 2x4 SYP#2 HORIZ. BRACING 0 I 8-GUN NAILS ••I 6-16d BETWEEN EACH TRUSS 24" O.C. BETWEEN OUTER WALL SEE PLAN. ) 420 Osceola Avenue PORCH PARALLE HEADER & SUPPORT FULL HEIGHT ax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. �(2)MSTA24 CONT. RIBBON CONT. RIBBON TO WALL ANCHOR OR DTT2Z 8d COM 0 EACH END w/ 3-0.131x3" NAILS PERPENDICULAR I STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD PRP IC LAR TRUSSPh.242-0'908 Fax. 241-9557 BOARD (TYP) BOARD (TYP) 3" O.C. FL:CA# 8344 SC:CA#3579 (�) TO WALL BASE OF POST TTOLPORCH (HE DER. DETAIL WALL EACH SIDE FLOOR FLOOR FLOOR OF SPLICE TRUSS OPTION A TRUSSES TRUSSES 24" 16 GUAGE POST BASE: SHEATHING OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- POT 24" 16 GUAGE 4x4 POST:ABU44 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1YZ" EA. END BE OW STRAP w/11- 6x6 POST:ABU66 w/ 2x SOLID BLOCKING FASTEN EA. I 10dx1Yi EA. END LSTA12 FOLDED OVER TOP AT SHEATHING EDGE '�d��+�rlN►A�a�`W �4" OSB or PLYWOOD 3-10d COMMONS DOUBLE TOP PLATE 8d COMMON WIRE NAILS , END w/ PORCH. CONTINUOUS OVER PLATE w/5-10d NAILS TO BLOCKING 0 3" O.C. / RIM BOARD Y4 -- ---- I - g" NAILS INTO BEAM. SPACE `* •• `• ' • PORCH HEADER, SLAB HEADER INTO TOP PLATE & 5-10d ��s` �',\►` N��•., © ,,' SHORTER THAN SEE PLAN TS16 - MAX 0 48" O.C. OMIT IF WALL WALL FRAMING WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING TRAPS MSTA24 Siff" ROD SHEATHING IS INSTALLED o. 461 VERTICAL JOINTS WITH LINE ROOF TRUSS SHEATHING SPLICE WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM OR JOIST �� / JOINTS INSTALL FLOOR TO • - FOR ! BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER PLAN VIEW OF ELEVATION VIEW OF # TRUSS CONNECTION S 8-GUN SEE DETAIL B ABO AT SHEARWALLS AND EACH SIDE OPTION 1 OR 2 PORCH HEADER PORCH HEADER '�' T OF STUCCO FINISH OF SPLICE AT POST AT POST FULL HEIGHT LEDGER FASTEN WITH .• OPTION 1 OPTION 2 NAILS CONTINUOUS 2x6 SYP 2 %*� ¢ �`•C ANCHOR OR DTT2Z 5-0.131x3" EA. STUD. �n'A!-�� ``,`�5�` OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OR OPTION B 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/B" (OR GREATS ) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TO PORCH HEADER. DETAIL A Christopher ) S a b o u r i n PE 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FLS PE#71461 1 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI AL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION MIEN 4 WALL ADJ. TO ROOF CONNECTION S0.1 OTEO S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVI�IONS DATE S0.1 So. AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE i IF TRUSS REACTION EXCEEDS 2300Ibs PROVIDE CRIPPLE STUDS ROOF TRUSS. ❑ DIRECTLY BENEATH TRUSS ROOF BOT. CHORD w/ 0.131x3" 0 3" O.C. - -------- -----A - 2-SIMPSON H2.5T. FIELD ALTERATION SYP#2 2x4 NAILER FASTENED TO TRUSS �I TRUSS. I I I I I v I A B A B CONTRACTOR SHALL CONTACT LOU 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF O.C. FASTENED TO TOP ROOF TRUSS. TRUSS. SDWC 15600 _ ________ __________ PONTIGO Ek PLATE w/ 4-0.131x3" 0 32" O.C. I I I I I I I I MODIF CAr ASSOCIATES PRIOR TO 11'/4" SHEATHING FASTENED TO MAKING ANY STRUCTURAL FlELD TOP PLATE w 10d 0 3" O.C. FROM THE INTENT OF THE ORIGINAL COMMON. MAX. / SCREWS IONS WHICH MAY VARY SHEARWALL CONSTRUCTION DOCUMENTS.ANY 2x SYP#2 CONT. ATTACH 16" MAX. FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH END w/ OSB WALL g D 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS SHEATHING B C C D D BEING APPROVED BY LOU:'ONTIGO 8 C C ASSOCIATES MAY RESULT IN 2x MAY x3" H 3" O.C. EDGE OF ADDITIONAL ENGINEERING OR 2x MAY OVERHANG TOP PLATE. SHEARWALL SHEARWALL OR SHEARWALL �� C !� INSPECTION FEES. EXTERIOR WALL S d 3 F) SW 803"X' l� ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST To STRAP KING POST To POST BELOW WITH 2-CS16 A - U TO LOWER STUDS A - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16 » 0 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT 7/,a" OSB DIAPHRAGM_ FASTEN ROOF FLOOR DECK 1 04 O.C. FLOOR SW 8d03 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED 7 TO NAILER w/ (1) ROW 8d TRUSS. 3x4 SPF#2 CONTINUOUS TRUSS. END STUDS TO FOUNDATION END STUDS TO FOUNDATION r I� 0 3" O.C. FASTEN TO TOP LEDGER FASTENED �W 8d03 6: HTT5 OR HDU5 �w 8d03/6: HTT5 OR HDU5 HEADER DOWN CONNECTION H ADER UP CONNECTION v PLATE w/ (2) ROWS TRUSS WEBS WI _ _ OF Sd ® 3" O.0 #� BLOCKING ) w 3-0.131x3" PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTI UPLIFT CONNECTOR ( ^ %f / © CALL OUT CALL OUT' v , I PANEL I FLOOR COMMON. 1. AT ROOF TRUSS, SEE SCHEDULE ON DETAIL 3/S0.0 EE SCHEDULE ON DETAIL 3/S0.0 2x4 SPF SYP#2 2x4 NAILER FASTENED ALL AROUND FRAMING CONTRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C. TO TRUSS BOT. CHORD w/ CHOOSE A,B,C,D, OR G. 1. PROVIDE ',(s" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN U W FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. C 1MSTA24 STRAPS C Q (2) ROWS 0.131x3" 0 3" O.C. INTERIOR 3-0.131x3" NAILS 0 6" O.C. ;, O.C. FASTENED TO TOP 2. USE ALTERNATE A. O (1)CS16 STRAPS SHEARWALL. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUDS EACH END, QF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN M SW-2 COMMON. ENDING ETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) W SHEARWALL OR 5-16d NAILS &TEIRIOR WALL TRUSSES. ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIORS TO ROOF OR-FLOOR TRUSSES PER 5/SO.1 ALTERNATE F 3. USE ALTERNATE U W E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.01 5 SHEARWALL ATTACHMENT AT ROOF Et FLOOR s TTACHMENT TYPICAL SHEARWALL ELEVATION WHEN 7 HEADER TIE DOWN S0.1 S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN Q Yi 0 : z CL Q w 4-12d T MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. M 8d COMMON NAILS ROOF NAILS (TYD.) 2x4 SYP#2 OUTLOOKERS SINGLE GRACING NOTES AND SPECIFICATIONS W V J AT 3" O.C.(TYP) 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 WALL STUDS WALL STUDS EACH END w/3-10d H3 QK H2.5T HURRICANE CLIP 0 EA. OR BETTER OR 2x4 SPF#2 OR BETTER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTCOOKER TO TRUSS. (LION) Q AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW 6-10d (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT w/ 4-12d NAILS AT EACH RAFTER. I•I THE WEB OF THE BRACED TRUSS, PER ROOF SHEATHING COMMONS (4) TRUSSES APPLIED OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. LI DELEGATED TRUSS ENGINEER. r' pp II O I', `` '•1 2X6 I I 3.)PERMANENT PERMANENT BRACING ROOF TRUSS-/ ROOF TRUSS ANGLE BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP SIMPSON H3 w/ 10-8d COMMON BRACE FRONT SIDE OF WEBS. I,I DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS II PROVIDE 1x4 SYP#3 OR BETTER m TO EACH STUD, PER ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. MAY BE OMITTED BOTTOM CHORD BRACING Vi.l SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 ( 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE GABLE END TRUSS. WEB w/ 1 d ® 6"O.C. I•I PERPENDICULAR TO TRUSS BOTTOM A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LENGTH LENGTHS > 8'-0'. T-BRACE TO BE THE I I CHORDS AND ATTACHED TO EACH ALT, TO BOTH H3 ABOVE I•I TRUS WITH 2-8d COMMON NAILS. AT PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" 'ABYSM w/10d COMMONS SAME SIZE. SPECIES, ' 2X4 #2�SYP BLOCK 0 EACHI) GABLE END WALLS PROVIDE DIAGONALS O VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRA)E AS WEB I°I AT END WALLS PROVIDE DIAGONALS REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING GABLE BRACE. FASTEN EACH TO E BRACED. AND ROOF MEMBER. TRUSS SHOP DRAWING FOR QTY. AND 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"fbx6" SDS SCREWS END W/ 3-10d TOENAILS (I (APPROXIMATELY 45%) TO THE i, 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-1/4"0x6" SDS SCREWS LOCATION. (E MORE THAN (L LATERAL 1251-1540 2x10 w/ 10-0.131x3" BRACE IS NEEDED, OVERLAP BRACE TOFORM A ZIGZAG R PATTERN TALL AR BLOCK TO DBL TOP ADJACENT�•� WALL BETWEEN EACH LINE OF BRACING eH PLT W 2-H2.5T AS SHOWN. 1540-1850 2x12 w/ 12-0.131x3" CONSTRUCTED OF THE SAME BRACING PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT '° `O MATERIAL. THIS REQUIRMENT IS NOT LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I 0.131x34 TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, I FROM T. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO THE LEDGER IS BEING USED TO ATTACH THE ADJACENT I TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE 2x4x6' SYP 2 LATERAL BRACE EA. LINE OF BOTTOM CHORD BRACING AT A ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. # 8-10d LST 2 0 48" O.C. QB. DBL TOP PLT X-BRACE w/ 2-16d INTO BOTTOM COMMONS TYPICAL CHORD OF EA. TRUSS. TO BLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. 8 LEDGER CONNECTION s DECK LEDGER AT OVERFRAME RAFTERS 10 ABLE END BRACING SD 5600 OVERLAPS D.C. OMIT IF A yyI WHEN SHE INC OVERLAPS GABLE 12" MIN 11 PERMANENT TRUSS BRACING FRAMING OTED 50 1 TRUSS TO LEDGER CONNECTION BY TRUSS OTED SOA USE THIS DETAIL TO•FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING ® 4'-6" MAX. ,' S0.1 SCALE: 3/4" = 1'-0" ENGINEER. NOT SHOWN FOR CLARITY MIN 2 PLY STUD MIN 2 PLY STUD DETAILS 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS 0 ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS k A TO SISTER A TO SISTER A OR BEAM GIRDER TRU FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD WASHER PLAN IXI C OR ANCHORING SPECIFICATIONS (1)MSTA24 STR S O O y_� STUD FASTEN w/12- FASTEN w/12- 1 FOD OVER TOP PLA (2)MSTA24 STRAPS " ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.131x3" GUN 0.131x3 GUN NAILS SOLE FULL HT. NAILS (2)MTS12 DOUBLE SYSTEM SHALL CONSIST OF �"0 A307 THREADED FASTEN w/18-10dA HDU5. FASTEN •••• (2) TS12 UPLIFT PLATE FULL HT. TOP PLATE. ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE 26-10d COMONS ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE C C DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SIMPSON DTT2Z v j O NOT SCALE DIMENSIONS FROM . . PLATE SEE PLAN i TOP PLATE, PROVIDE A 2"x 2"x )b" STEEL WASHER. w/8- Y4"X1 X" ESE DRAWINGS.IF A DIMENSION 5 WALL STUD r FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS 'o SIMPSON FULL HEIGHT UNCLEAR REFER TO THE THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP. ARCHITECTURAL DRAWINGS OR A OR POST. I Roo INSTALLATION: AT ALL PLATE"PENETRATIONS, ) " FULL HE STUD MINIMUMNTACT THE EO.R FULL HEIGHT MIN UM )j" THREADED ROD WITHIN 6" OF MINIMUM 2 PLY LTT206 THREADED OD (2)H2.5T (2)H2.5T co w SINGLE CONTINUOUS RODSEAREOPREFERREDCOUPLER COUPLER TIGHDT 2 LY STUDS PROVIDE AT2ND STORY ROD EPDXIED XZx6xITIDTEN HD OR GIRDER (SEE PLAN)%" THREADED2STUD STUDS ANNA N NAME THREADED ROD PROVIDE A HOLE IN THE PLATE J!� LARGER THAN THE " PLY AT ARIA - CLASSIC SEE PLAN ELEVATION ' D O OA (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES TURN TITEN AGAINST PLATE °, Yz THREADED ROD 2 CS18 STRAPS STEEL COUPLER 1 CS18 STRAPS 7.5" MIN WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED © FULL HT. AT BASE OF STUDS (OPTIONAL, LOCATE � ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER �x6" TITEN HD (FLOOR TO FLOOR) CS KM LAP AS NEEDED ANCHOR W HOLE. RODS MAY BE SLANTED FROM TRUE a (FLOOR TO FLOOR) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS - THD37634RC (%"x6-'4") MINIMUM AT SILL PLATE AT TOP PLATE 2 PLY HOLD DOWN SEE PLA DATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD " ROD = DTT2Z SECURED OVER THE MASHER TO A SNUG-TIGHT IOs.23.17 FULL HEIGHT ANCHOR INSTALLATION CHART W/8- A4"X11 " HTT5 Sly" ROD = HTT5 FLOOR COIIIIIIIINDITION N PWS �� TURN A � O TOROn SDS SCREWS BUILT-UP OST, BUILT-UP POST, SCALE FRAMING q C Qp E F D �GE AND AT&Y�OF SEE PLAN. SEE PLAN. AS NOTED THREADED FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-TIGHTEN HUT TO 30 THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-LBS. OF TORQUE AFTER ALL TRADES ARE LPA No. SEE PLAN PER PLAN. 3/8 '/2"0 '/2"0 2x2x'/e" 4" 4" 2" 3" COMPLETE � PRIOR TO INSULATION. TO'�L-17-00601 EMBEDMENT 5/8 :4"0 3/4"0 3x3x'/4" 7.5" 12" 2)�" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z LTT20B CONTROL No. DEPTH E DRILLED & EPDXY ANCHORED. SEE INSTALLATION A NAT OR ALTERNATE FOR OPTION 1 OPTION 2 Q MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE " HEIGHT R " FULL HEIGHT ROD FULL HEIGHT TR CONVENTIONAL 4452 FULL HEIGHT ANCHOR REQUIREMENTS WALL SECTION THREADED ROD INSTALLATION CHART V FULL HEIGHT ROD ALTERNATE SHEET 12 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTA HMENT 14 4LL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 1 GIRDER / BEAM STRAPPING soA SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 TERNATE S0.1 TED7.s-(..1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET 2 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 3&4 SHEARWALL SHEATHING TO BE APPLIED. 8d O j DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS &SUPPORING T AD STUDS NEEDED Lou Pontigo and ---�-� BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420(Osceola Avenue Jax. Beach, Florida 32250 X V A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 THREADED ROD, SEE DETAIL 12/SO.1 FL: CA#$344 SO CA#3579 4fs" A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 ® V A307 DIAMETER THREADED � � •,•Rrs�raat• �� Oii ROD TERMINATES AT FIRST FLOOR ,o ti� •• � •.�• �.,+ TOP PLATE, SEE DETAIL 12/SO.1 ��`�• NS� /� A307 DIAMETER THREADED 61 : 2 l`J`r�j`�) ROD TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 12/SO.1 c S F • SIMPSON HTf5 SEE DETAIL 15/S0.10RIAL O�;'•••`��Q,�` • SIMPSON DTT2Z SEE DETAIL 15/S0.1 ��J,'�J�«�+nnono►i+��c��a+` Christopher J Sabourin PE FRAME UPPER LEVEL STUDS SIMPSON LTT20B SEE DETAIL 15/S0.1 FL P E#714 61 CONT. FROM 1ST LEVEL TOP FASTEN WALL TO TRUSS PLATE TO 2ND LEVEL TOP WALL STUD SCHEDULE REVISIONS DATE BELOW PER 11/S0.2 PLATE. DO NOT FRAME KNEEWA L . AT FLOOR SYSTEM ELEVATION. LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1. 2x4 SPF2 O 16" O.C. (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1 MAX EXTERIOR 10'-1 2x6 SPF�t2 O 16" O.C. g CS18 00 EXTERIOR 10'-1 TO 2x6 SPF#2 O 16" O.C. \ 4 N 14'-0" # S0,1 U INTERIOR IMAX" 2x4 SPFy2 O 16" O.C. 04 7 INTERIOR 12'-0" 2x6 SPF#2 O 16" O.C. s[ (DFIELD ALTERATION r. MAX 2x4 SPF/2 O 12" O.C. v 04 CS18 I ^ Sim Nalm CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO I0 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT OF THE ORIGINAL 4 CONTRACTOR MAY INCREASE STUD SIZE TO MEET CONSTRUCTION DOCUMENTS.ANY ARCHITECTURAL, REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO S0.1 i STRAP T WALL BEING APP VIED BY LOU PONTIGO a i 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN ASSOCIATES MAY RESULT IN X BELOW PER 9/SO.2 YELLOW PINE ADDITIONAL ENGINEERING OR INSPECTION FEES. I _ N 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 0518 -_ 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. I __ MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT 00 _ Q_ SHEARWALLS N i 1 " (3)2x6 1 O � Q . v I. SPF#2 F- o -j z Q COMBINED USE PANEL NOTES 7 � N I CS18 _ POST. C 18 Z W m W Ld 1. EXTERIOR WALL SHEATHING SHALL BE Z N CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST \ _._ _ O p II J I \ I- LLI Y TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING J I ' ______ CS18 ® BOTTOM OF STUD PROVIDE MIN. U ~ p V) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS Q I --'�-) WHERE NOTED. SEE DETAIL I w J W �f�- , (2)INTERMEDIATE ( � I , l AT BOTTOM RIGHT OF PAGE. JACK STUDS. N M O 2. CIF SHEET so.o FOR WALL SHEATHING w Q � CS18� / .-. � m p SPECIFICATIONS. m m \ ! v co � W LL- Of Ld 17i J N ~O 3. UPPER MOST TOP PLATE SUPPORTING ROOF ~ m L Q Z I- MEMBERS SHALL BE STRAPPED AS SHOWN IN I �, E ` _ �_- W OPEN TO '" Q DETAIL 1/SO.0 } I �� . ) C 18 U Uj I ( �( o (' i 0 BELOW W O 4. INSTALL SOLE PLATE ANCHORS PER DETAIL C 8 0 .. �� 7 _.__._,_ _ 3/S0.0 Z SHEATH WALL CONT. THRU LOW GENERAL NOTES �-- ROOF TO 1 ST LEVEL BOTTOM PLATE (TYP. REAR WALL) I? cn I 1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL. O z V) ( SEE WALL STUD SCHEDULE THIS SHEET FOR STUD OVERLAP FLOOR SYSTEM 12 MIN. CS18L STRAP HEADER I CS18 I SIZES AND SPACING. AT GIRDERS AND BEAMS, PER 7/S0.1 � PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. \ \ 2. SEE SHEET SO.0 FOR ROOF AND FLOOR mmj I o I PROVIDE MIN. I � SHEATHING SPECIFICATIONS. C14N 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE (2)INTERMEDIATE I " N PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES C, JACK STUDS. TOGETHER PER DETAIL 6/SO.o Q ! n A CS18 (3)2x6 SPF# CS18 I 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W SHEATH WALL CONT. I 00 POST. STRAP T0 THRU LOW ROOF TO 1ST 3/so.o SHEARWALLS, PROVIDE APHRAGM M Z BELOW w/ (2)CS1 3. �S LEVEL BOTTOM PLATEI ATTACHMENT PERDETAIL5/SO! l J N --� �� I I SHEATH WALL CONT. m CS18 _ �_ 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W - T THRU LOW ROOF TO 2ND TERMINATE BETWEENTRUSSESSO.1 (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 LEVEL BOTTOM PLATE. , SEE 5A/ 0T v 7 A PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING O AND HOLD DOWNS O CS18 STRAPPING DETAIL U I CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. C1 -� WALL FRAMING 0 I 4 SECOND NO NAILS REQUIRED FLOOR IN CLEAR SPAN FLOOR TRUSSES OR JOIST. FRAMING WALL FRAMING 'Z z PLAN CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. `,-{� DO NOT`��^^LE DIMENSIONS FROM THESE DRA4IVINGS.IF A DIMENSION IS UNC R REFER TO THE t ARCHITECTURAL DRAWINGS OR WNTACT THE E.O.R. SECOND FLOOR FRAMING PLAN PjLAN NAME t ANNA MARIA - CLASSIC SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS KM LAP DATE 06.23.17 SCALE OFFICE COPY AS NOTED I LPA No. TO(L-17-00601 CONTROL No. 4452 SHEET S1 .3 SHEET 8 OF 9 I DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILING TYPICAL DOU 0.131X3" TOE NAILS WINDOW SILL SCHEDULE 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: " ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS& CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAWNG: -0 MIN. SPLICE AILSLENGOPENING OR SILL PLATES FASTENER EACH END 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR SYP SPF FASTENERS FL# CODE 0.131x3" END NAILS: 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES / (16) 0.131x,'5" NAILS 9" LVL, 11" LVL = (7) NAILS TOGETHER w/ (3) ROWS EVENLY SPACE < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS INTERIOR EDGE STRIP (PSF): 1 CAR (3) ® 2x6, 14" LVL, 16" LVL = (9) NAILS OF .131x3 0 12" O.C. STAGGERED. < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY +22.9 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)10dW// " ZONE (PSF) a' = 4'-6" DOOR -28.8 (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM 8'x7') USP RT7 585 495 5 10 EA. END 6 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS 10 +25.6 -27.7 +25.6 -34.2 ( SYP#2 DBL. HEADER, ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dx1'�z" EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP PLATE. PER PLAN. 4'-0" MIN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)1Odx1'�z" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS. I"' TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23 9 USP HTW20 1450 1245 (12)10dx1'/ " EA. END ALL WALL STUDS.. z Lou Ponti o and TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (16'x7') SEE 5/S0.0. $ TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED Associates, Inc. BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d .A. END PLATES AND SOLE PLATES. BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY - ---- REQUIRED IF SHEARWALL. A AN noN: HEADER DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS206 1105 1105 '/z"0 RO TO FTG. 3. USE SYP#2 FOR ALL -� 2x SPF DIAGONAL BLOCKING FASTENED PI 3-0.131"x3" 420 sceola Avenue SHALL BE PERMITTED I DROPPED EA. END TYPICAL. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 USP JUS28 1305 1305 (6)1Od T) HEADER HEADERS HEADER Jax. Beach, Florida 32250 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"ce ROD TO FTG. IKSHEATHING MAY EXTEND 2" 4. ALL WALLS SHALL BE I I _ PAST BLOCKING- WINDOW Ph. 242-0908 Fax.241-9557 0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5 =____= ARCHED ATTACHMENTS MUST FL:CA# 8344 SC:CA#3579 USP HTT22 5370 5370 /5"� ROD TO FTG. BALLOON FRAMED FULL I I SYP#2 HEADER NAND LOADING: USP PAU44 2535 5/8.0 ROD w 12 16d HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOM PER PLANS. ANCHOR INTO 2x MATERIAL. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. / ( ) FASTEN LOWER STUD BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS OPTION JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 5/e"O RODW/ (12)16d PLAN. 2-ROWALLER1ST COM/ SEE RIGHT. BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS BRACING BY OTHER. KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x -'/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF ® 12" O.C. WINDOW SILL SEE SEE PLAN. LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INTERIOR LOAD BEARING SCHEDULE FOR BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET WALLS TO CONCRETE SLAB FULL HEIGHT ANCHOR SIMPSON CONNECTORS ' " THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. AT INTERIOR WALLS TYPICAL SOLE SILL SIZE AND �.�°�`� AT TWO STORY CONDITIONS, `" ••_ CONNECTION WINDOW SILL SEE PROVIDE SOLID BLOCKING �� w/10d MASONRY CUT NAILS � TYPICALLY V" FULL PLATE NAILING: EACH END. ' „`� 't\' S •�• o BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: SCHEDULE. WITHIN FLOOR SYSTEM AT ALL ? �% UPLIFT UPPER LEVEL POSTS & JACK IMPORTANCE FACTOR --------------- 1.00il� * FOUNDATION PLAN ADDITIONAL RODS Q 6'-0" O.C. (3) ® 2x4, STUDS. O. 4 MEAN ROOF HEIGHT ---------------- 25.0 FT a CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS °�` �� a �I�-�I� SYP SPF (4) ® 2x6, = ROOF PITCH ------------------- 6/12 'I` ° A35 450 450 12-8dx1'/z' 10446.4 5 ® 2x8. SDWC15600 SCREW BLOCKING ONLY REQUIRED SEE 8/SO.D. E BUILDING CATEGORY ---------------- 11 s -A AT 1 DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. .ND 11478.3 AT SHEARWALLS AND PT. SYP#2 +� OF EXPOSURE CATEGORY ----- --------- C STUCCO FINISH. SOLE PLATE. -------- r- SEE C & C CHART HTS16 1150 1085 116-10d EA END 10456.6 SEE PLAN FORS D SIZEN P ENCLOSURE CLASSIFICATION ---- ENCLOSED ° I AND O.C. S ACING. �![E� J s •'•�„• •'��'��`�� I ABOVE FOR a DIMENSION MTS12 1000 860 7-10dx1'/z' EA. END 10456.3 �'��, , +° INTERNAL PRESSURE COEFFICIENT ---------- t .18 WALL SHEATHING a1 . • '.".. . �°'iii'an1a� HTS20 1450 1245 24-10dx1 EA. END 13872.3 SEE DETAIL 1/SO.1 • N� ° LM --J ° CONTINUOUS BLOCKING �';a ,a' FOUNDATION SEE PLAN 3 `• •.a l� MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOORS TEM FOR SPLICING MATERIAL SPECIFICATIONS WHERE POST IS ABOVE. 16d COMMONS OPTIONS. 12" + 1'/z ' ® 8" O.C. i Christopher J Sabourin PE I I MSTA36 2050 1870 13-10d EA END 13872.8 MAX. MIN. SOLE PLATE ANCHOR: F L P E#71 4 61 HARDWARE AND ANCHORS: ° -- --� ° 18-16d T) TRUSS/BEAM r - WALL FRAMING AT WALL FRAMING AT FLOOR SHEATHING, FROM SOLE SEE SCHEDULE I PLATE CHANGE CONDITION RAISED HEADER CONDITION ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH HTT4 3480 3080 11496.2 gd ® 3" SEE SPECIFICATION BREAK [NOT ACTUAL PLAN] �a'� 'r a� 1-5/e"o ROD TO FTG. I ASTM A 307 OR ASTM F 1554 GRADE 36. I BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT REVISIONS DATE WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-,6d T TRUSS/BEAM HEADER CONDITION OR RAISED HEADER CONDITION. HTT5 5250 4670 11496.2 F------- I I NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/a"0 ROD TO FTG. I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I S0.0 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST I I " FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 14-16d TO HEADER __ � SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- - J J QB HOLD DOWN. LARGER THAN REBAR SIX AND /5" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST U.O.N. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP 2 DBL. SEE 1/SO.1. 21 WASH" SLOTTED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/6"o ROD PDXIED 6" MIN 10849.6 # SEE 5/SO 0. / WASHER PUSHED DOCUMENTS. TOP PLATE. TO OUTSIDE BUTT JOINT (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/8"0 ROD PDXIED 6" MIN 10849.6 2 3x3xY4" SLOTTED FACE OF WALL. EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL-ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED WASHER PUSHED REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING TO OUTSIDE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD/BEAM/POST STUCCO FINISH. SEE DETAIL 1/S0.1 FACE OF WALL. FIELD ALTERA110N WELDED HARE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 FOR SPLICING PLAN VIEW 11 1 11 1 LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2"0 ROD TO FTG. OPTIONS. RATED SHEATHING, CONTRACTOR ESPRIORTONTACT OU SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 JBOUNDARY F SEE GENERAL NOTES. PONTIGO a ASSOCIATES AL FI TO MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION AND ANY FULL HEIGHT " THREADED ROD 12" 1 k2" SHEATHING. MAKING ANY STRUCTURAL VELD ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING PT. SYP#2 MODIFICATIONS WHICH MAY VARY TO BE EPDXIED 4" QR "0X6" MAX. MIN. FROM THE INTENT OF THE ORIGINAL SIMPSON TITEN HD. SILL PLATE. EXAMPLE OF PANEL EDGE w/ BLOCKING CONSTRUCTION NS MADE PR ANY GENERAL NOTES Ft CONSTRUCTION SPECIFICATIONS CONTINUOUS SOLE PLATE BREAK FIELDALTEROATIONSMADEPRIORTO TO UPPER INTERIOR BEARING WHERE REQUIRE BY BEING APPROVED BY LOU PONTIGO 8 TOP PLATE. WALL: SEE SCHEDULE SECTION VIEW GENERAL NOTES. FOR STUD SIZE ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR FLOOR SHEATHING SPECIFICATIONS AND O.C. SPACING. INSPECTION FEES. 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT ROOF SHEATHING SPECIFICATIONS: SOLE PLATE SUPPORTED EDGES, RAISE )fi" FROM EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTES. SHINGLE_ MIN. '/�5 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WI IN 4'-0" OF ROOF EDGE). 8d ® 3» SEE DETAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE ON S1.01 ON S1.01 PLAN AND FASTEN nLE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD Af GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF RO F EDGE). )�"� EPDXY 42" 24" 3x3x0.229" 4" 2 ( - w/8d 0 3" O.C. EXAMPLE OF UNSUPPORTED F-- --- r F )�"0x6" 11TEN HD 42" 24" 3x3xO.229" 4)�" 2�" (UNBLOCKED) PANE EDGE FETAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0 OF ROOF EDGE). I I I I NOTES: WALL SHEATHING SPECIFICATIONS 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO U FLEXIBLE FINISH-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w 8d 0 6" O.C. EDGE AND 6" 0 C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. °"• � / I •� I I � I I I CORNERS AND PLATE BREAKS AND KING STUDS. NAILING TO INTERMEDIATE r ^ FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. L--------J L--------J L-------J SUPPORT IS 6" O.C- MAX.--- ROOF V J STUCCO FINISH.-MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. 2. WASHERS SHALL BE SLOTTED. I(UON). TRUSSES, OR j MASONRY SPECIFICATIONS: SINGLEY MULTY STORY 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X'/5" W/ 11/z"0 ROUND FLOOR JOISTS. W MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF STEEL WASHER MAY BE USED. W Q 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMfta,-MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MA ' BE USED IN BRICK VENEER. J CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. _ 1 TVP. WA L SECTIONS`�"- - 3 SOLE PLATE ANCHOR DETAIL $ SCHEDULE /-4ROOF', AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): 50.0 SCALE: 3/4" 1'-0" J S0.0 S0.0 SCALE: 3/4" = 1'-0" 'CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH -A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN- !-.'HE WALL HEIGHT EXCEEDS 5'-0". U MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCR&E-MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BOND STACK BOND SHALL NOT BE 1V2 1+/Z" 7Z USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NA ROW 8" C.-� . , [I- < DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS ® 8" O.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". STAGGERED BEAM. `„ a '� 2x4 BLOCKINGSIMPSON O SDWC15600 3 PLY BEAM. N a 024" O.C. FASTEN CI AY'MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF (x4 MEMBERS: EACH END w/3-10d FRAMING (1) ROW OF 10d TOENAILS. rpol LU PLAN FOR EXTEND SHNTHING VERT. (4) ROWS 12d NAILS 0 4" O.C. ° CONCRETE ETEC!FI S BEEN S: DETAILS. TOP OF TRUSS AS SHOWN.ALC CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 30L ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P'I AT 28 DAYS \-TO, AT 12" O.C. M CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING 2x6 MEMBERS: W AT HORIZONTAL JOINTS. EA. SIDE. ROOF SHEATHING, SEE (2) ROW OF 10d STUD BELOW GENERAL NOTES: SPECIFICATIONS BELOW. (3) ROWS 12d � � NAILS ® 4" O.C. LOWER TOP 4-10d AT 12" O.C. STAGGERED PLATE AT BREAK. OVER LAP DOUBLE COMMONS FOOTING AND FOUNDATIONS: PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION N SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 POST 2x8 POST F RNR CONDITIONS a .SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN. a FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AN LOCATION FROM THE (3)ROWS OF 5" (3)ROWS OF 63/4" O m W FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZEOR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLOK • - DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS ® 24'o.c FASTENERS 0 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE # 048" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN W PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, ERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 WALL INTERSECTION BAR DIAMETERS DETAILS. SHEATHING MAY TER INATE AT SIMPSON SEE ROOF CONDITIONS CONCRETE SLABS ON GRADE: SIMPSON TOP OF DBL. SDWC15600 FRAMING 4-PLY NOTES: T SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN 5DWC15600 SEE NOTE 1. PLAN FOR 1. OVERLAP P PLATES AT CORNERS AND INTERSECTIONS. TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1. TOP PLATE. DETAILS. 14" LVL AND GREATER 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL. O O TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE. WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-O" HEEL < 5" NOTES: 4. SOLE PLA ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED. / , ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TVP. -KING ASSTION AT STUD COLUMNS, 5. CONTRACT MAY CHOOSE EITHER OPTION WHERE MULTIPLE v SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN. STAINLESS STEEL. 1. TOP PLATE TO STUD SDWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS. 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD SPACE ® 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS 5 ROOF TRUSS CONNECTION 7 INTERSECTIONS STUDS CONFIGURATIONS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND 6 BUILT-UP MEMBER FASTENING RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON S0.0 SO S0.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: KING STUD TO TOP PLATE: TRUSS TO PLATE: SDWC15600 SCREW. TOP PLATE TO HEADER FASTENING: SDWC SCREW DESIGN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED ' ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED THAN 4'-6" FOR GABLE ENDS. FOR GABLE ENDS. ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLAT SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: WATERPROOFING: NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS FOR GABLE ENDS. THAN 4'-6" WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND ANDABBREVIATIONS PLATE TO HEADER: GENERAL STUDS SEE PLAN KING & JACK SDWC HEADER MEMBERS CONNECTION TYPE FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN ® INTERIOR LOAD BEARING WALL STUDS SEE PLAN NOTES BUILT-UP POST IN THE WALL (2)12d TOE HEAD SILL ' TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS ® 12" STAG. NAILS E.E. PLATES SEE 4" 6'-0" GABLE X-BRACE, SEE DETAIL MIN SCHEDULE HEAD OR SILL 2X6 WALL DO NOT SCALE DIMENSIONS FROM LV/2 X3'/z X'/4 \ �� L (MIN) PLATES SEE TR S$ L THESE DRAWINGS.IF A DIMENSION 6 TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS � i 6' 8'-0" L4x3/y"x/4 (2)2:(8-1/2 HEADER SIZE, JACK AND SCHEDULE SC Wdm O UNCLEAR REFER TO THE DBL: TOP,PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS ��_ DESIGNATES SHEARWALL. THE KING STUD QUANTITY. HEAD SILL !SING STUD TO FRAMING BELOW: ROUGH OPN'G, SEE ARCH. " i HIDDEN LINE DESIGNATES SIDE OF L5x3'/z X/4 6" 10'-0 WALL THE SHEARWALL SHEATHING PLATE SEE CS18 STRAP w/6-1 Odx%" SCRE ARCHITECTURAL DRAWINGS OR RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL ® 6" 6" 12'_0" - -- ----- TO BE APPLIED. 8d O 3/6 ROUGH OPN'G, SEE ARCH. U. CONTACT THE E.O.R. " / SCH ULE NAILS EACH END. STRAP L6x3/z"X/. SW 3"/6" DESIGNATES 8d COMMONS O 3" KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR PLAN NAME. CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS L7x3'/z"x'/4 6" 16'-0" O.C. EDGE & 6" O.C. "IN THE CONNECTON: SIMPSON ROUGH OP 'G, SEE ARCH. EXTERIOR SIDE OF WALL. CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE ANNA MARIA - Ct.ASSIC 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: DESIGN/D[tAWN/CHECKED CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK SPECIFIED. NOT REQUIRED AT RESISTANT COATING OF EPDXY BASED f-VENEER ADJ - ADJACENT LG - Long GABLE ENDS OR 2-STORY I JACK TRUSSES LESS SDWC SCREW IF JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS 24" O.C. co CS KM LAP PAINT. WEATHER BOT - BOTTOM MONO Monolithic WALLS RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS I BARRIER BRG - BEARING OC - )n Center THAN 3'-6" 2X4 WALL HEADERFASTENINGS DATE 2. LINTEL MORE THAN 8'-0". SHOULD 06.23.17 JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-/4x3* WD. DBL - DOUBLE PERP • Perpendicular DIA - DIAMETER PRE E G - Pre Engineered - KING STUD TO FRAMING BELOW: � SCALE i _ LINTEL EA - EACH PSF - Pounds per Square Foot e ` CS18 STRAP W/6-10DX%7 AS NOTED SCREWS INTO HEADER PROVIDE A /z CONT. ,HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. Q EDGE VERTICAL SLOTTED HOLE FOR SCREW. -� ATTACHMENT EE - EACH END PSI - 'ounds per Square Inch ••d , NAILS EACH END. STRAP ATTACHMENT CAN B LPA No. CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS m--� SEE NOTE 2 EOR - ENGINEER OF RECORD PT - PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. ffi 3. BRICK VENEER ATTACHMENT: J EQ - EQUAL QT - Quick Tie SOLE PLATE CONNECTOR • SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: TOLL-17-00601 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF Reinforce PER SCHEDULE STRAPPING NOT REQUIRED LOCATED WITHIN 6" OF STUD AT LOWER LEVEL HEADERS w/8-10d COMMONS GABLE ENDS OR SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 0 16") GUN NAIL ® 8" TIES 0 12" O.C.. (FOR 11 Omph HEADER, FLASHING FBC - FLORIDA BUILDING CODE SF - quare Foot PACK. OMIT IF SHEARWALL JACK TRUSSES LESS OFFICECO#Y52L No. UNLESS.SPECIFIED ON PLAN MULTI STORY THAN 8' OR OPENINGS LESSWIND-ZONE VERT. TIES ® 16" O.C. . SEE PLAN FDN - FOUNDATION SPF - Spruce Pine Fur HOLD DOWN IS SPECIFIED MULTI STORY NAIL SPECIFICATIONS ) BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine SINGLI STORY (STACKED WINDOWS) AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG - FOOTING THRU • Through (UNSTACKED WINDOWS) TH fiVED FOR CODE COMPLIANCE SHEET 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 12" OF OPENINGS. PROVIDES/15"O WEEP B TYPICAL HE DER STRAPPING SOD HDR - HEADER TYP - Typical SEE PERMITS FOR ADDITIONAL 2"x0.113"(b = 6d 2/z"x0.131"0 = 8d HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL UON - Unless Otherwise Noted OF BRICK LINTEL LBS - POUNDS VERT vertical AEGIUTAEMENTS AND CONDITIONS 3"x0.148"� = 10d 3'/z"x0.162"� = 16d FLASHING. S0.0 1'/z"x0.148"0 = 10dx1'/2" 1'/2"x0.131"0 = 8dx1'/z" WWF - Welded Wire Fabric SHEET 1 OF Q ' WED®lh DATE: OVERLAP SIDEWALL OVERLAP SIDEWALL TOP PLATE TOP PLATE OVERLAP SIDEWALL IF ALWAYS PLACE TOP PLATE ALWAYS PLACE HEADER AT HEADER AT TOP OF ROUGH OPENING TOP OF ROUGH OPENING GARAGE 5/,"0 THREADED ROD „ _ _ • HEADER . . . . . . . . . . . w/3x3x'/4" PLATE . .. . . . . . . . . . . . ALWAYS PLACE GOAL POST. FASTEN TO STUD . . . . . . HTT5 W/ALWAYS w/ THREADED ROD Lou P o n t i o a n d HEADER AT PACK WITH 2—ROWS OF 16d . . . . . . . . . . . . . " THREADED ROD 1'/s" 8 TOP OF ROUGH RING SHANK NAILS 0 12" O.C. MAX EPDXIED 12 OPENING EPDXIED 12" o Associates, Inc. HEADER STRAPS EXTEND HEADER TO 2x4 BLOCKING 4-0.131x3 TOE NAILS (2 EA. SIDE) 420 SC201a Avenue HEADER TO JACK ATTACH GARAGE DOOR THRU 7 EXTEND HEADER TO FAR SIDE OF WALL HTT5 W/ UPRIGHT BUCK DIRECTLY INTO (2)2x6 KING STUDS7/ FAR SIDE OF WALL 6x6 POST / AS SHOWN. H3 0 EA. 2x OUTLOOKER NOTE ax. Beach, Florida 32250 2 2X6 OUTLOOKER A 24" O.C. PLACE GABLE END TRUSS (2)2x6 JACK STUDS " THREADED ROD STUD PACK, PER GARAGE DOOR 6 6 6 ® Ph.242-0908 Fax.241-9557 ( ) (2)2x6 SP" 2 AS SHOWN. o 0 SUPPLIER JACKS TO THE INT. FACE OF EPDXIED 12" 6 6 6 4'-0"x4'-0" PIECE OF WALL AND (1) „ BALLOON FRAMED WALL FL:CA# $344 SC:CA# 3579 0 4'-0"x4'-0 PIECE OF WALL SHEATING INSTALL AT UPPER ROOF , KING. STUD SPACING, SEE AND FASTEN TRUSS TOP SHEATING INSTALL AT UPPER SHEATHING HTT5 w/ F �,.I HTT5 w/ (2)2x6 CORNER 1" BELOW GARAGE HEADER FRAMING PLAN QB AND BOTTOM CHORDS TO (2)2x STUD CORNER �" THREADED ROD o o CORNER 1" BELOW GARAGE HEADER W' THREADED ROD JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A SCHEDULE. BALLOON FRAMED WALL DETAIL A 5-12d TOE ON EXTERIOR STUD (TRIMED AS AND (1) SHOWN) NAILS EACH STUDS w/ 2-0.131X3" EPDXIED 12" EPDXIED 12" s 6 6 a SHOWN) KING. TRUSS 2x4 BLOCKING AT NAILS AT EA. STUD. lotii6!!t P.T. SOLE PLATE r� 48" O.C. BETWEEN FASTEN SHEATING TO HEADER w/ 8d COMMON Q)3 GALV. BOX NAILS GABLE AND FIRST " GARAGE HTT5 w FASTEN S1EATING TO HEADER w/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING INTERIOR TRUSS. �o� ",t*'y�••,°•°..."s•,� 'jl,�`, SOLE PLATE / HTT5 w/ FASTEN GABLE END ` ��• Ci E T FLOOR EPDXIED 12" ( 3" GRI PATTERN AS SHOWN AND 3' O.0 IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. S� «° ANCHOR THREADED ROD " THREADED ROD TRUSS w/ FULL HT. �+• �- ° STUDS, BLOCKING & SILLS) TYP. ANCHOR AND HA4 SOLE PLATE EPDXIED 12" EA. END _ .� 0. ANCHOR -s GARAGE WING WALL SECTION DOUBLE B OCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS DOUBLE BLOCKING�AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS - THICKENED SLAB EDGE AT GARAGE OPENING. - ' 0. 6x6 POST WITH ABU66 / " " s 5/."0 THREADED ROD OVER ADDITIONAL DOUBLE PLATE BETWEEN EPDXIED TH ZREM NED ROD OF :•@ NOTES: STUDS) DRILLED AND EPDXIED w/ 12" EMBEDMENT & 3x3x'/4" WASHER. �} �4 0R1.. 0P.•• 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. '''',,;r�'S� AL E�,G� �`'' GARAGE WING WALL ELEVATION CONVENTIONAL SW ANCHOR PER SCHEDULE. NO FULL HEIGHT ANCHOR Christopher J Sabourin PE REQUIRED. FL PE#71461 1 GARAGE HEADER FRAMING MEN 2 GARAGE PORTAL ING WALL SEN BALLOON GARAGE WING WALL FRAMING LESS THAN 12" 4 BALLOON FRAMED ABLE END �� DATE 07ED S0.2 OLEO SO.2 THIS DETAIL ONLY APPLIES NHEN NOTED ON PLAN 0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0. SPLICE 2xO x 4'-6" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF PORCH BEAM SUPPORT POST TRUSS ® 4" D.C. JACK STUD JACK STUD IF 4x4 IS SPECIFIED ON PLAN, AT DOOR AT DOOR USE (2)2x4 SPF#2 SUPPORT. MIN. (2)2x4 PT SYP #2 2x4 P.T. SCP SUR BLOCKING/CLOSURE FASTEN 24 MAX. IF 6x6 IS SPECIFIED ON PLAN, WALL v moo• w/ 3-12d TOE NAILS. RIP " USE (3)2x4 SPF#2 SUPPORT. SHEATHING PRE—ENGINEERED DOWN TO REQUIRED DEPTH FIELD ALTERATION RATED WALL SHEATHING w 12" MIN. WOOD ROOF TRUSSES. 12d COMMON CONTRACTOR SHALL CONTACT LOU Y4.0X'- 8d 0 6" O.C. EDGE & FIELD. ATTACH PORCH BEAM TO CS18 w/7-1 dxlX" PONTIGO 8 ASSOCIATES PRIOR TO PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B SUPPORT POST w/ (2)HTS20. EACH END 48" 1 WIRE NAILS �� MAKING ANY STRUCTURAL FIELD SCREW RECESSED IN SLAB ° 0 4" O.C. W/J�Z" THREADED FROM THE INTENT OF THE ORIGINAL ATTACH SUPPORT POST TO MODIFICATIONS WHICH MAY VARY O.C. STRAP AN BE I STAGGERED ROD EPDXIED 4" SOLE PLATE FOUNDATION WITH HTT4 INSTALLED ETHER ah CONSTRUCTION DOCUMENTS.ANY ANCHOR FACE OF STUD Z CS18 W/7-1 OdX1Yi" FIELD ALTERNATIONS MADE PRIOR TO w/ %"04" EMBED EPDXY ROD. U.O.N. EACH END 0 48" BEING APPROVED BY LOU Pc IGD S ASSOCIATES MAY RESULT IN e O.C. STRAP CAN BE ADDITIONAL ENGINEERING OR SYP#2 PT SOLE PLATE I INSTALLED FACE OF STUD ER UPLIFT CONC. CONC. BOX COLUMN CONNECTOR INSPECTION FEES. SLAB SLAB MAY BE USED IN LIEU OF 4x4 OR 6x6. FLOOR FLOOR 8d 0 3" FLOOR WATER PROOFING AT TRUSSES USSES ELEVATION VIEW ELEVATION"+VIEW LOWER PORTION OF OR JO ST. 0 JO ST. OR JOSST. TOP PLATE BOX COLUMN BY BUILDER _4„ IF PT MATERIAL IS NOT USED. OPTION A OPTION B OPTION A OPOVEER AP BEAM SEE ' 1 7 L� STRAPPING PLAN SHEATHING OPTION C DROPPED BEAM U LID �,.la 5 FRONT ENTRY )AMB FASTENING 6 BOX COLUMN DETAIL , 7 WALL STRAPPING OVE BEAM 8 RAFTER TAIL DETIAL Uj 01ED S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SO. TEO S0. THIS DETAIL ONLY APPLIES WHEN NOrEDON PLAN S0. W U Q KING STUD TO TOP PLATE: SDWC15600 SCREW. J Wo LL] Z - Z SDWC15500 SCREW. 0 32" O.C. STUD TO TOP PLATE: STUD TO TOP PLATE: SDWC15600 SCREW. SDWC15600 SCREW. 0 0 32" O.C. 0 32" O.C. STUDS TO TOP PLATE STUD TO BOT PLATE: BOT PLATE TO TRUSS SDWC15600 SCREW. r/ Q w Y4"x37 LAG SCREW 0 32" O.C. 1—M TA24 WITH ROUND WASHER V J AT EACH FLOOR TRUSS i 2K 45. J Q � BOT PLATE TO FRAMING SOT PLATE TO FRAMING 29 29 BELOW CS180 32" O.C. BELOW CS180 32" O.C. STUD TO SOT PLATE: O ROT PLA rE TO TRUSS ilk TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW. Y4"x37¢ LAG SCREW 0 32" O.C. WITH ROUND WASHER 24" O.C. 00 -I U TRUSS OR BEAM PARALLEL TO WALL ABOVE wHON s WALL STRAPPING DETAIL MEN 10 WALL STRAPPING DETAIL EN 11 WALL STRAPPING DETAIL OLEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OTEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED N PLAN TEO S0. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN MISC FLAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 6 UNC LIAR REFER TO THE ARCHITECC;TTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME ANNA MARIA — CLASSIC DESIGN/DRAW N/CHECKED CS KM LAP DATE 06.23.17 OFFICE COPY SCALE AS NOTED LPA No. TOLL-17-00601 CONTROL No. 4452 SHEET S0.2 SHEET 3 OF 9 it I SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT UNE ® INTERIOR LOAD BEARING WALL • DESIGNATES SLAB RECESS 79p-01p Lou Pontigo and Associates, Inc. 201-3Y29) 291-4j) 28)-4)/2" 420 Osceola Avenue Jax. Beach,Florida 32250 Ph.242-0908 Fax. 241-9557 FL:CA# $344 SC:CA# 3579 1 S1.01 FAMi r1646m w _ 0 S1.01 I (' � - - �- - - - - - - - I S1.01 0 E IV �- 0. 4 OF 1-77,77,777, - - - - - - - - - - - - - - PROVIDE 2-#4x4'-Op' - - - - - - - - - - - - - - - - - - - I T _ I CORNER CRACK BARS I -1 I p AT SLAB MID-DEPTH. I `�� :'• �ORI�P°•°'��., I = _ lrn,,,umu,essr I I I I I I I IChristopher J Sabourin PE ", " , , 20 -9 6'-0 41-211 3 - 0 3'-10" 11 -1 ( I FL' PE#71461 4 I I REVISIONS DATE S1.01 I I I I S1.01 I I I r7F SAWCUT IMONO FOOTING TO - -STEMWALL w/ 2-#5x30" w 6 DOWELS EPDXIED 6" MIN. 6 I �n 76 S1.01 (Si.01 I I Q I I S1301 �p FIE ALTERATION /6 -2 -O 51.01 II In I ( I I I I CONTRACT R SHALL CONTACT LOU 2-0- - - - - - - - - - - - - - - - J I I I I I PONTIGO$ YASSOCIATES TRUCTU R'RIOR TO - 6 MAKING ANY STRUCTURAL FIELD HICH MAY VARY S1.01 STAIRS BY I I FROM THE INTENT MOOIRCA IONS VOF THE RIGIINAL CONSTRUCTION DOCUMENTS.ANY ` - - - - - I - - - - - - - BUILDER 3 I I FIELD ALTERNATIONS MADE PRIOR TO N BEING APPROVED BY LOU PONTIGO @ I 8 F2.0 I IS1.01 6 CV I I S1.01 ASSOCIATES MAY RESULT IN 3 I 1 OB I I AODITiONAL NSPECTlON ENGINEER! OR I ISOLATED FOOTING S1.01 6 I S1.01 S1.01 I " O I I SEE DETAIL 11/S1.01'00S1.01 - - - - - - - - - - - - - - - I DO 8,_Q„ I - - - - - - - - - 6 STAIRS BY - _ x ii I S1.01 �_.._� - - - - - - - - - 'cv I - - - - 11 ' 4" 16' 0" BUILDER < r_ �; CSI _ -0" I V MONO FOOTING TO I 2 PROVIDE SAW CUTS PER - - - -_- I STEMWALL w 2- 5x30"5/S1.01, BUILDER TO / # I rte Q0 I I 'i€ I COORDINATE WITH FINISH DOWELS EPDXIED 6" MIN. ^- I V 1 I PAVERS I FLOOR MATERIAL. W BY OTHERS (' I o N 9 F3.0� O WC) E I - I S1.01 I I II I o I oN m 9 SLIDINGL �OR -8 I I STAIRS BY o I FRAMES MUST BE RECESSED '-1" 7'-0" I I BUILDER `� o �+ W s1.01 14 I I I SEE ARCHITECTURAL PLANS - 1 '-0." FOR LOCATON OF SLIDING 8 LF 3. GLASS DOORS. .� S1.01 xI (V x" i I j I 0) Z CL 6 I N F3.0 I I N m Q rw4 CONCRETE SLAB w/ g I - S1.09 � N oN I FIBERMESH C 1.5 LBS/CU.YD. � S1.01 OF CONCRETE OR 6x6 W1.4xW1.4 S1.01 WWF ON EMIL VAPOR BARRIER 0-) PAVERSIN PREPARED GRADE.-\\ [BY OTHERSI xN0) 24 MASONRY PIER BUILT I I I INTEGRALLY w/ STEMWALL. 00 1 I MONO FOOTING TO I I I REINFORCE w/ 2-#5 VERTICAL Q Q I I MONO FOOTING TO I DOWEL BARS. TOP PIER IS 6" LF3.0 9 " Vii; I STEMWALL w/ 2-#5x30" I I STEMWALL w/ 2-#5x30" ( 9 F3.0 I ABOVE PAVERS 3 PLACES W -1 S1.01 DOWELS EPDXIED 6 MIN. a I DOWELS EPDXIED 6" MIN. S1.01 r ( ) O (� X, xx u `- _ , m O 1 L O O 24x24 MASONRY PIER BUILT „ INTEGRALLY w/ STEMWALL 2'_Q„ 8'-0" 42'-8" 8'-0" 2 -Q 20'-4" REINFORCE w/ 2-#5 VERTICAL lo - DOWEL BARS. TOP PIER IS 6" 79'-Q" ABOVE PAVERS (2 PLACES) FOUNDATION OUN ATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOOTING SCHEDULE AND NOTES FOUNDATION PLANPLAN NAME ANNA MARIA - CLASSIC SCALE: 1/4" = 1 -0 TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGNRAWN/CHECKED CS KM LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 06.23.17 F3.0 S-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. F3.5 3'-6" 3'-6" 1'-O" 4-#5 EA. WAY BOT. OFFICE COPY AS SCALE NOTED F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. ', LPA No. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. TOLL-17-00601 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 4452 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. •O 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF Q PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. . CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDESOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. CORNER BARS TYP. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.0 Lou Pontigo and MONO SLAB FOOTING AT PORCHES, FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. ---- BLOCK w/ 1—#5 CONTINUOUS Associates, Inc. LAYOUT PLAN AND SEE ARCH PLAN PERMANENT LATERAL 420 Qsceola Avenue SUPPORT DETAIL. ___ SLAB ON GRADE, • 52GRADE,Ph. 242-0 " SLAB ON . Jax. Beach, Florida 32250 - I -+ —- ———— '908 Fax.241-9557 SEE PLAN. i°I a d 4 ji 1 \ FL:CA# 8344 SC:CA#3579 __ �, SEE PLAN. \ GRADE OR CONC. a SLAB, SEE PLAN. ;,' .•\ -ti \ #4 DOWEL TO MATCH VERT. SLAB ON 8 CMU STEM WALL / STEMWALL SCHEDULE _ '� �� `,. '' STEMWALL REINFORCING (SEE SHOWER PAN SLOPES TO DRAIN, SEE ARCH — ° d a #4 VERTICAL DOWEL @ 24 O.C. ;``��a�l •' "•iN '' .�D��'' ' z / \\\\\ �\ PLAN. MAINTAIN " MIN. SLAB THICKNESS. GRADE— PLAN. ° .a . %�/ 90• BEND INTO FTG. ��,. •�G Sc�•'�c�i ? ' SCHEDULE) w/ 6 HOOK INTO / �.-r SEE PLAN CMU r`� oo /�\ \ / �/\ \ REINFORCING °� FOOTING. LAP VERT REINFORCING �/ \ \'� e = �'. 0. 1 COURSES ° 1 TO 6 #4 VERT. CSD 48"O.C. ;•`� • 25 IF STEMWALL IS GREATER \ w a ° \� \ - , THAN (3) COURSES. \\ °a / /\ —' .�: S T IF 7 To 10 #4 VERT. C� 24"o.c. �� e , a ° a STEMWALL, SEE 1 /S1 .01 " • a 4 CONTINUOUS CONCREYE "s . � 11 TO 12 #4 VERT. 0 8"O.C. CONT. CONCRETE FOOTING \\\ •. . 3" CLEAR FOOTING ',.,'��c�s'•aR�O. ��.`��..°` fAl `\1 STEMWALLS OVER 6 COURSES TO 8"d x 16"w 1—STORY, w/(2)#5 CONT. TYP 11111f91HIii{1iNI0 HAVE TRUSS TYPE HORIZ. JOINT » 2—STORY, w/(3)#4 OR (2)#5 CONT. Christopher J Sabourin PE REINF. BETWEEN EVERY OTHER 10 d x 20 "x20" F L P E#714 61 COURSE. FILL CELLS SOLID. w/ 2—#5 CONT. j REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING W SHOWER RECESS 3 GARAGE STEM WALL S1.01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. FIELD ALTERA-nON CONTRACTOR SHALL CONTACT LOU R TO (1)#5 CONTINUOUS, PROVIDE PONINGTIGO AASSTRUTESPRIOELD MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY v FROM THE INTENT OF THE ORIGINAL CORNER BARS TYPICAL ;,�—== CONSTRL�yTION DOCUMENTS.ANY STEP, SEE _ FIELD ALTE�R TIONS MADE PRIOR TO 12 HOOK INTO SLAB. ARCH. ° d BEING APP ED BY LOU PONTIGO& ASSOCIATES MAY RESULT IN o NAL ENGNEERINGS OR (4" MAX.) EQUAL TO SLAB ADDITINS EC O FEES. THICKNESS. SLAB ON GRADE, 7B @ SLAB RECESS SEE PLAN. _ . .. - BRICK VENEER IS 7 ACCEPTABLE WITHOUTLD WALL FRAMING INCREASE OF+ FOOTING U WALL FRAMING SIZE. Q 8" CMU STEM WALL W/ 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT SE PLAN 2—#5 CONT. W 4 VERTICAL DOWELS @ 24" O.C. _ r n SLAB ON STEP, SEE ARCH. PLAN. SLAB ON # 90' BEND INTO FTG. �` \ GRADE— _ ___ %j SEE PLAN _ :-—--——— SLAB ON —�`L -- ° GRADE a d a s �— GRADE �\ SEE PLAN. NOTES: l ,`\ .a� a a / SEE PLAN. / �/ Uj 1) PROVIDE SAWCUTS TO C EATS ��/ a / l� \` / W CONTINUOUS CONCRETE—,'----'e ! M APPROXIMATE 12 X 12 MAX. SQ. j �7 l �� rU FOOTING » 2) SAWCUT CONC. SLAB WITHIN 4 TO ''��/��` 3 CLEAR 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"x16» 3" ol TYP 2" FLAIR 1—STORY, w/(2)#5 CONT. 10"x20" s"x2o" 2—STORY, w/(2)#5 CONT. 8"x16" 1 —STORY, w/(2)#5 CONT. O Z ^ 2—STORY, w/(2)#5 CONT. 11 w/ 2—#5 CONT. 4 0� < Uj 4 T GARAGE 5 SAW CUT DETAIL 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP- OWN m —J STEMWALL A G RAG �-o SCALE: 3/4" = 1'-0" �-o S1.01 S1.01 J Q O J Omw Z m 00 TYPICAL WALL FRAMING J U TYPICAL WALL FRAMING AND ANCHORAGE PERCONSTRUCTION SPECS. 'i AND ANCHORAGE PER MATCH DOOR 3/4�r FOOTING NOTES, CONSTRUCTION SPECS. PAVER BY WITH, SEE ARCH. RECESS BOND BEAM w/1—#5 OTHERS SLAB ON EE DETAIL 8 S1.01. Q 4d. GRADE, SEE PLAN. SLAB ON x ° i PAVING a SLAB ON b a GRADE a \�� 8 MASONRY BY BUILDER GRADE, t SEE PLAN. <° / STEM WALL C/)12"x12" DETAIL 106 1#5 CONT. SEE PLAN.. 'A . FOUNDATION GRADE OR CONC. f\� 1—#4 Q 48"w/ E.J. / 1 1 0 0 SLAB, SEE PLAN. �� MATERIAL �j\X 00 °0 DETAILS SLAB ON GRADE, ALT. FOOTING AT U - C14 4- BUILDERS DISCRETION. a =�— /� • /� �/ ALT. FOOTING AT �/ j � � \� ,\/�/ SEE PLAN. �/\�j a 04 BUILDERS DISCRETION. " . °o a a THESE #3 © 48 0.C. OR DRAWINGS.IF A DIMENSION IS f. �� °a EJ \ d TURALDRAWINGS oR a DO NOT SCALE DIMENSIONS FROM THICKENED EDGE g"xg" • a • UNCLEAR REFER TO THE ROD CHAIRS (TYP.) ' DETAIL 0A ARCHITEC 1w/ 1—#5 CONT. CONTACT THE FO (2)#5 CONT. / �� / r\� 24»L "3—#4 HOOKED 12 " VERTICALS 8 (D.C. ISOLATE FOOTING, \,—REINFORCING, A CLASSIC PLAN A w/(2)#5 CONT. 2" THICK x 20" WID ME 8 ANNA MARIA SEE PLAN SEE SCHEDULE. DESIGN/DRAWN/CHECKED CS KM LAP DATE 8 MONOLITHIC EDGE FOOTING 9 PORCH STEM ALL 1 o THICKENED SLAB 11 ISOLATED FOOTING UNDER MONOLITHIC EDGE 06.23.17 SCALE �_o S1.01 \11�-Oi S1.01 AS NOTED OFFICE COPY L TOLL-117-07-0 0601 CONTROL No. 4452 ow SHEET S1 .01 SHEET 5 OF 9 SYMBOLS LEGEND DESIGNATES SHEARWALL THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW' 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d O 9 DESIGNATES 8d COMMONS O 3" O.C. EDGE & 6" O.C. "IN THE FIELD" t DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and ---- BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 3(s" A307 DIAMETER FULL HEIGHT Ph.242-0908 Fax.241-9557 X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579 STRAP HEADER ULL (2)2X8-1/3 PER 7/S0.1 (2)2x6-1/1 X5 THREADEDDIAMETERR00, SEEFDETAILEIGHT 12/S0.1 N - �� A307 DIAMETER THREADED ,`° ` .•" ••*��'§�q s�.T' °'O,i (2)2X6 I �� ROD TERMINATES AT FIRST FLOOR 0, ROD SPF#2 - PR VIDE MIN. TOP PLATE, SEE DETAIL 12/S0.1 - (2)2x6-1/1 POST. (2)I TERMEDIATE _._ " A307 DIAMETER THREADED _ 7 46 G�^ I ROD TERMINATES AT FIRST FLOOR = Ir JAC STUDS. TOP PLATE, SEE DETAIL 12/SO.1 I ST' - '!"r (2)2x6-1/1 ••'� ;•�c�`c M I I I SIMPSON HTT5 SEE DETAIL 15/S0.1 ® RIQ` 3 I I FASTEN TOP N •� •• `� \ '°i �� `••o". �••• � `ems r' / N I I I OF WALL PER I ` NAI sk DETAIL 5/S0.1. I OSB WALL IZ4N • SIMPSON DTT2Z SEE DETAIL 15/S0.1 I jU SHEATHING. v Christopher J Sabourin PE � I SIMPSON LTT2DB SEE DETAIL 15/S0.1 FL P E#7 1 4 6 1 �I PROVIDE MIN. W � CNDATE(2)INTERMEDIATE I i I ALL STUD SCHEDULE JACK STUDS. N I PLATE STUD SIZE °XO FASTEN STUDS I LOCATION HEIGHT & SPACING `'4 TOP & BOTTOM [n 9'-X 2x4 SPF#2 O 16" O.C. c I � BRACE TOP I EXTERIOR MAX w/ SDWC15600 I OF WALL PER I cr_ I MAXI 2x4 S �PF 2 O 12" O.C. I- `� 1/50.1, SIM. o EXTERIOR III Ir7 114'-0"TO 0 �� I EXTERIOR 2x6 SPF#2 O 16" O.C. , STRAP HEAD _ I � �1 PER 7/S0.1 I STRAP HEADER EA PROVIDE MIN. T INTERIOR IMAX" 2x4 SPF#2 O 16" O.C. END w/ MSTA24 I (2)INTERMEDIATE t 12'-0" 2x6 SPF#2 O 16" O.C. sL N INTERIOR MAX 2x4 SPF#2 O 12" o.c. FIELD ALTERATION ( )2x4 I JACK STUDS. N CONTRACTOR SHALL CONTACT LOU 2x4 SPF#2 STUDS CaD 12 O.C. I sauo NA1ES I S F#2 I �'' PO NTIGO a ASSOCIATES PRIOR TO �y 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE MAKING ANY STRUCTURAL FIELD (n A POS T. I MODIFICATIONS WHICH MAY VARY � _ 2. MINIMUM STUD SIZE AND SPACING ARE SHOWN. FROM THE INTENT of THE ORIGINAL 3 2X6 - - CONTRACTOR MAY INCREASE STUD SIZE TO MEET FIELD NALTERNATINs DE PRIOR TO I (2)PLY 9.5" LVL-2/2 ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN BEING APPROVED BY LOU PONTIGO 9 ASSOCIATES MAY RESULT IN t (SPFx2 I 3 SPF#2 ° SEE 3/S0.1 FOR BEAM # I ►r, I YELLOW PINE. ADDITIONAL ENGINEERING OR POST. POST. _ SEE DETAIL INSPECTION FEES. CONN. (TYPICAL) I 1 j i GARAGE HEADER a 2 2x4 1/SO.2 SIM. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. SPF 2 (2)PLY 14" LVL-2/2 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS DO 2 2x10-1 2 - - - - - - - - I TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16" O.C. POS ( ) / MINIMUM. SEE 3/SO.0 FOR ADDITIONAL ANCHORS AT I - SHEARWALLS ( GiR 1` BO 2x4 SPF#2 SEE DETAIL COMBINED USE PANEL NOTES I (4)2x6 POST BELOW POST STUDS %ijCANTILEVER BEAM 1/S0.2. w ABOVE. PROVIDE SQUASH 12" O.C. 04 PAST POST TO N CV -_, 1. EXTERIOR WALL SHEATHING SHALL BE U I BLOCKI G IN FLOOR N SUPPORT TRUSS ABOVE CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST > SYSTEM TO OST BELOW. _ 2)2X10 - i. TOP PLATE. SEE DETAIL 1/S0.1 FOR SHEATHING V 1 I II I; SPLICE LOCATIONS FOR MULTI STORY CONDITIONS �J W J t OPEN TO 2. SEE SHEET SO.0 FOR WALL SHEATHING �N I m I HUC210-2 SPECIFICATIONS. W Q I I ABOVE M I a J - W t o HANGER ''..Q W it > I x 3. UPPER MOST TOP PLATE SUPPORTING ROOF O I I ; N O L�x N 1 MEMBERS SHALL BE STRAPPED AS SHOWN IN ~ I II 1- Q I ^1 I PORTANT NOTE: DETAIL 1/SO.O STRAP HEADER 4. INSTALL SOLE PLATE ANCHORS PER DETAIL Uj I STALL 4 SYP#2 TOP W / o LATES ® 10 0 ELEVATION. 3/S0.0 � � l PER 7/S0.1 � FASTEN PLATES w/(2)ROWS (2)2x12-2/2 Y4" SD7 S SCREWS C>a 12" O.C. GENERAL NOTES FASTEN TOP �, II 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. O zCL 6x6 P.T. SYP 2 POST "(!r i F WALL PER I SEE WALL STUD SCHEDULE THIS SHEET FOR STUD # D TAIL 5/S0.1. i STRAP HEADER SIZES AND SPACING. AT GIRDERS AND BEAMS, w/ABU66. SEE DETAIL ' I=W - -" L� I PER 7/SO.1 I PRESIDE STUDS BELOW TO MATCH BEAM/GIRDER � w 2/S0.1. TYPICAL I i! C14 2. SEE SHEET S0.0 FOR ROOF AND FLOOR I N I I l I I M[01T x SHEATHING SPECIFICATIONS. O 00 N N PROVIDE MIN. I PROVIDE MIN. N X PO 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE N (2)INTERMEDIATE i ,^, I N (2)INTERMEDIATE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES I "I JACK STUDS. JACK STUDS. _ TOGETHER PER DETAIL 6/S0.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL W 1,N\-OSB PROVIDE MIN. = II OSB WALL (0 - 6x6 P.T. SYP#2 POST 3/SO.O Z (2)2x6 I � w/ABU66. SEE DETAIL(2)INTERMEDIATE SHEATHING. 5. AT S HEARWALLS, PROVIDE DIAPHRAGM I (2JACK STUDS. (2 POST.) )2X10 2/50.1. (TYPICAL) ATTACHMENT PER DETAIL 5/so.1 O I' m m N = YV 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT W TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 (3)2x12-2/2 (3)2x6 POST BELOW POST (2)2x8-1/1 (2)2x8-1/1 SEE 3/S0.1 FOR BEAM 7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING 2 ABOVE. PROVIDE SQUASH CONN. TYPICAL O O . BLOCKING IN FLOOR ( ) AND HOLD DOWNS SYSTEM TO POT BELOW. r CS18 STRAPPING DETAIL v CS18 STRAP w/ 10" END LENGTH. FASTEN THIS END w/ 9-10d. o 1 WALL FRAMING w c� o� NO NAILS REQUIRED FIRST FLOOR IN CLEAR SPAN FLOOR FRAMING TRUSSES 1 OR JOIST. WALL FRAMING W PLAN o� I SHEAR ALL N E: SW: 3/6 CS18 STRAP w/ 10" END LENGTH. FASTEN SW: /6 DES NATES SHEARWALL THIS END w/ 9-10d. NAILI G - 8d @ 3 EDGE AND 6 FIELD HE NOTSCALEDIME DIME SIO I THESE DRA�JINGS.IF A DIMENSION IS UNCR REFER TO THE DRA SOLE PLATE CHORS - SEE SCHEDULE ON ARCH CONTACTTHEEOR NGS oR ON DETAIL 3 0.0 FIRST FLOOR F MING PLAN ! PLAN "AME ANNA MARIA - CLASSIC SCALE: 1/4" = 1'-0" SOL PLAT ANCHOR SPACING SCHD DESIGN/DRAWN/CHECKED CS KM LAP DATE ALL EX RIOR WALL 42" O.C. UNLESS OTHER NO D 06.23.17 SHE WALLS 24" O.C. SCALE (SW dO3"/6") AS NOTED OFFICE COPY LPA No. SO PLT O WHEN NOTED ON PLAN TOLL-17-00601 SEE NOTE 2 , CONTROL No. 1. INSTALL SOLE TE ANCHORS PER DETAIL I 4452 3/30.0 SHEET 2. AN HOR SPACI SHALL BE AS NOTED. FOR Nmlftftw EXAMPLE - S PLT ® 36" = 36" SIAON CENTER SP. CING SHEET 6 OF 9 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. ERMNG PLAN NOTES- 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. . 2. F R SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. F R GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O• 4. EN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS D AGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENING DETAILS 420 Osceola Avenue )ax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 RAFTER TAILS, FL:CA# $344 SC:CA#3579 8 SEE DETAIL 8/S0.2 S0. _ IF MRAFTER TAILS 8 8RAFTER T , SEE DETAIL 8/SO.2 SO.2 J SEE DETAIL 8/S0.2 so.2 ,�ti� � :••••r•ma � moi, ` • �/ EJ23 3 O. 1 61 pp (h D .• IN- IN- IN- HCN LH'TS1 6 s 10 S0.1 STU DIRECTLY %,;S��t�1AL��`' o``,• BEL W TRUSS TOP PLATE TO SDWC15600 STUD SDWC15600 Christopher J Sabourin PE FL'' PE#71461 $ N TRUSS TIE DOWN WITH SIMPSON SDWC 1Ev1s1oNs DATE SO.2 �, 2x6 BLOCKING ELOW Rafter to Top Plate shown WALL. FASTEN EA END w/ E I Truss to Top Plate similar (4)10d TOE-NAILS (TYP.)1 11 !,_ 11 VI - Optimal 22ND• iI i l i j o 10 0 RAFTER TAILS, SEE DETAIL 8/SO.2 l �� > _ - 30 (2)HTS16 DIAGONAL ' i1tjFlEL,DI ALTERAl10N TRUSS TO TOP PLATE w/ SDWC15600 BRACES PER - CONTRACtY SHALL CONTACT LOU - 1/S1.2 10 STU DIRECTLY PONTIGOASSOCIATES PRIOR TO VLLS0.1 BEL W TRUSS MAKING STRUCTURAL FIELD ' "MOX MODIFICA IONS WHICH MAY VARY - � FROM THE NTENT OF THE ORIGINAL FRAME UPPER LEVEL STUDS _ CDALT TIOONSMA MADE ' / 1 - FIELD ALTE TIONS MADE PR10R TO zi ;� 1 CONT. FROM 1ST LEVEL TOP vo � BEING APPR�VED BY LOU PONTIGO 8 SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN '' _ ADDIT:ONAL GI FEES OR N�PEPLATE TO 2ND LEVEL TOP STUD SDWC15600 PLATE. DO NOT FRAME KNEEWALL 01 Note: !1. Sloped-roof rafters may be sloped up to and including AT FLOOR SYSTEM ELEVATION. _ > a 12:12 pitch and must be birdsmouth" cut. _ 2. Reference detail 4 for installation instructions. FG01 _ - l � SI PSON SDWC INSTALLATION RANGE Z PORCH CEILING SHEATHING . ;� 8 RAFTER TAILS, LD AT BOTTOM CHORD OF /,'f PROPOSED LOCATION FOR So:2 SEE DETAIL 8/SO.2 TRUSS SEE 2/S0.1. ,,J, , �I STRONG BACKS INSTALL FRAME UPPE , LEVEL STUDS R TRU S GIN INC CONT. FROM ST LEVEL TOP RAFTER TAILS, PLATE TO 2ND LEVEL TOP LIJ SEE DETAIL 8/SO.2 w ��j��% l PLATE. DO NOT FRAME KNEEWALL AT FLOOR SYSTEM ELEVATION. PORCH CEILING SHEATHING /jj X1, 1' AT BOTTOM CHORD OF SHEATH WALL CONT. THRU TRUSS SEE 2/S0.1. LU 2 LOW ROOF TO i ST LEVEL LIJ BOTTOM PLATE. OVERLAP A14S0.1 � tl � z ' J,� FLOOR SYSTEM 12 MIN. Floor Truss Connector List Roof Truss Connector List Q Manuf Product Qt Manuf Product Qty STD NOT DIRECT f L, RO OS D LOCATION FOR y O YSTRONG BACKS INSTALL BLOW TRUSS I' 1' OSB BLOCKING PER USP THD26-2 1 USP JUS24 2 SDWC15600 i I PER TRUSS ENGINEERING _ ry DETAIL 5E/SO.1 USP THD46 1 USP THD26 13 No e: Reference detail 2a for installation angle limit I 2 SDWC INSTALLATION TRUSS ROOF RAFTER NOTES: STRAPPING NOTES ' J ; 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING Rafter to Top Plate shown ❑ � �� I WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 (Truss to Top Plate similar) � � SCREW UNLESS OTHERWISE NOTED 0M /P. Qi N N N N N N N N N N N c'>-- - F ►n �A u7 to u7 0 0 0 0 0 0 0 0 0 0 0 0 (9 0 0 0 0 0 0 o moi it u_ w U_ �U_ w w U_ LL u_ w u_ u_ LL w w w w RAFTER TAILS, NT STUD NOT DIRECTL M w w SEE DETAIL 8/S0.2 BELOW TRUSS ][��HTS`I6 1 Do not install SDWC in S0.1 RAFTER TAILS ® hatched area O RAFTER TAILS, 2 SEE DETAIL 8/SO.2- SEE O SEE DETAIL 8/SO.2 SO.1 SO.1 SDWC15600 r 1 �0�,, ang1 1/2' MIN �,■,J CONT. WALL ROOF DECK TO 2" MAX SHEATHING. 2x6 LEDGER INSTALLED BLOCKING w/ 8d OVER SHEATHING w/ COMMON @ 3 O.C. ///-5-10d @ 16" O.C. SDWC INSTALLATION RANGE ROOF FLOOR AND TRUSS RO F TRUSS Rafter or Truss PLACEMENT J4"" minimum edge distance for full PLAN values (with or Splice may be in upper or 2x4 BLOCKING @ 48" without a plate lower plate Splice) O.C. FASTEN EA. END w/ SDWC15600 SCREW DO NOT SCALE DIMENSIONS FROM 2ND LVL INSTALLED SIMILAR TO THESE DRAWINGS.IF A DIMENSION 6 FLR ELEV UNCLEAR REFER TO THE TOE-NAIL APPLICATION. ARCHITECTURAL DRAWINGSOR Y." from top plate� f CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL FLOOR AND ROOF TRUSS PLACEMENT PLAN ° BELOW TRUSS PILAN NAME SCALE: 1/4" = 1 -0" 7 -1 ANNA MARIA - CLASSIC DESIGN/PRAWN/CHECKED 1h FRAME UPPER LEVEL 2x4 BRACE. FASTEN CS KM LAP ' STUDS CONT. TO 2ND EA. END w/ (4)10d LEVEL TOP PLATE. DATE FACE NAILS. SDWC AT TOP PLATE SPLICE 06.23.17 SCALE OFFICE COPY AS NOTED TOLL-17-00601 CONTROL No. 1 DIAGONAL BRACES 4452 i 11 0,11 01"M"011 SHEET S1.2 $1 .2 SHE& 7 OF 9 SYMBOLS LEGEND TS16 DESIGNATES UPLIFT CONNECTION. EIRMNQ PLAN NOTES- 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET = 4. EN USING (2)H2.5T CLIPS ON 1t/z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TRUSS Associates, Inc. FASTENINQ DETAILS 420 Osceola Avenue Jax. dea�ch, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# X344 SC:CA# 3579 0 ;ski to L� � ,+yZY iF)4a YV Pt /��I �o T14 s STU DIRECTLY BELOW TRUSS TOP PLATE TO SIMI5600 STUD SDWC15600 Christopher J Sabourin PE FL PE#71461 TRUSS TIE DOWN WITH SIMPSON SDWC �cI0NS DATE 10 So.1 Rafter to Top Plate shown Truss to Top Plate similar T43Optimal 22ND' _ RAFTER TAILS, SEE DETAIL 8/S0.2 30' 144 \ I \ I \ ! \ l 11 FIELD,ALTERATION l\ I\ ; I\ I\ I 1 ____ g LBELOW DIRECTLY PONT GO&ASSOCIATES PRIOR TO CONTRACTOR SHALL CONTACT LOU \ s TRUSS MAKING ANY STRUCTURAL FIELD SO.2 RWHICH MAY VARY OM TMODIFIHE INCATIONS ENT OF THE RIGIINAL )z"MOX CONSTRUCTION DOCUMENTS.ANY BEING APPROVED BY OUDPONTIGO& R FTER TAILS, SDWC15600 :�X TOP PLATE ASSOCIATES MAY RESULT IN STUD SDWC155 600 ADDITIONAL ENGINEERING OR SO.2 S E DETAIL 8/S0.2 INSPECTION FEES. Note: 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. II144 ('2)H TS 16 2. Reference detail 4 for installation instructions. i THD SI PSON SDWC INSTALLATION RANGE Z THD26LD \ RAFTER TAILS ' V 1 SEE DETAIL 8/SO.2 Q THD26 10 THD26'i THD26LLJ - 1145 THD26 STUD NOT DIRECTL O 113 LOW TRUSS SDWC15600 r/ THD26 Note: Reference detail 2a for installation angle limit M THD26 1^0 SDWC INSTALLATION (� SO.1 J T 26 _ Rafter to Top Plate shown ! Q Q (Truss to Top Plate similar) Uj 28- 145 z I— N`L to STUD NOT DIRECTL MM BELOW TRUSS W L .1 1 10 (2)HTS16 ® Do not install SDWC in hatched area S0.1 8 O O SO.2 RAFTER TAILS, SDWC15600 SEE DETAIL 8/S0.2 U Overhang 1 1/2" MIN 2" MAX TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING SDWC INSTALLATION RANGE WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED ROOF TRUSS Rafter or Truss PLACEMENT >4"" minimum edge PLAN distance for full values (with or Splice may be in upper or without a plate lower plate Splice) L OT SCALE DIMENSIONS FROM DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Ya• from top plate HITECTURAL DRAWINGS OR CONTACT THE E.O.R. splice Offset for full values STUD NOT DIRECTL ROOF TRUSS PLAC MENT PLAN BELOW TRUSS PILAN NAME SCALE: 1/4" 1'—O" ANNA MARIA — CLASSIC = DESIGN/DRAW N/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 06.23.17 SCALE OFFICE COP AL NOTED , LPA No. TOLL-17-00601 CONTROL No. 4452 SHEET J 1 .4 1 SHEET 9 OF 9 TO THE AWOPW MMDWMGF,71E DEMON DERM :."DS .- DRAWNSCOWM M UNDID 4NG CODE!M EIFESL As�DATE DF i'E 'ATgt'DBtaR GENFERAL NOTFj DOORS& WINDOWS PLUMBING NOTES MAY 2 6 2017 `-' 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO TERIuNNE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE TWIESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS ANIS PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL �O Ftp AND SEQUENCE TO E THE SAFETY OF THE BUILD NG AND ITS COMPONENT PARTS HEIGHT& 5.7 SQ. FT.. IN AR A. THE BOTTOM OF THE OPENMG SHALL NOT BE MORE , 44""OFF THE - ` - . ��1 FLOOR AND NO PART OF THE OPERATING MECHANIS#tlI SHALL BE PLACED WGH�R "A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE � *� DURINB ERECTION. 6 INCLUDES, BUT IS NOT LIMI 110 TO ,THE ADDITION OF GIEADE. r L O WINDOWS GREATER THAN 72"ABOVE FINISHED G SI�1LL HAVE T44E WINI W SILL IaiEIGk#T ' WHATEVER TEMPORAL'BRACING, GUYS OR TIE-DOW,':°MIAY BE NECESSARY. GREATER THAN 24'" OR PROVIDE AN APPROVED FALL \09TIONDEWCE1116RA616.2. ERA PIW TARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. " WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD , CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUiREM:ENTS PER N-.F.P.A. 181 CW ER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" "a R 9673 ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND HE 6HT OF SHOWER HEAD AT SECONDARY BATH SHALL BE W-10" , A% SHOWER ENCLOSURES ANMD WINDOWS LESS THAN 60" ABOVE STAIR LAM#QINGS'OR TREAD, SMALL BE GEI+IERAk NOTES Cs TEMPERED SAFETY GLASS, SIEADDITIONAL SAFETY GLAZING REQUIRENTS PER 204 2411.1.2 ��" "'�' STRUCTURAL DESIGN l TERIrA ALL WOW SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ZEDKIN SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHAD BE EQUIPPED WITH ITESTR1, TIONS HAVING JURISDICTION ON THIS PROJECT. LIVE LO ROOF 20 PSF (REDUCIBLE) . . SOHO WOfQD:DO@RS NOT LESS THAN 1st INCHES (35'l�M) tT+l TH#CKI�SS, SOLS OR YC4lB CORE T OT INDICATED 40 PSF s CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE AR0141TECT SHALL BE TIAL FLOOR, UNLESS STEEL DOORS NOT LESS THAN 1% IN;CHES(35 MSI) T# K, OR 20 MINUTE FHIE-RATED RS. 40 PSF WTIFItO OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. f3A�C CKS WHERE MASONRY OPENINGS 1EQUIRE WOOD FRAMING, TO'FIT WINDOW OR R S# tM, PRESSURE Ovan G. Drummond, AIA „ 40 PSF �,., STA r 10 PSF TREATED 2x8 STUDS IMAYNE CURED TO THE MASQI YIMIITH 1/4"IIIA. x 3 1/2"TAkQN SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399 AT-TIC f 'TWOUT STORAGE FROIM EACH END AND 12 C/C. ADDITIONAL FRAIMING ER SHALL B€NAILED TO R STUD W/ Manuel Gonzalez, AICA f-- ATTIC I T44 ORTAG�e 20 PSF (2)LOWS OF 1Od #Al1S AT 1Q"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. p 30 PSF AR 96730 ce ,AO-rIC.S SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Sang-Yub Lee, RE 30 PSF WIND BORNE DEQRIS'REGION Q 3400 PS1GQNC EXTERIOR OP€NI,W;S Ill WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 . .' H CONCRETE UftFSS OTHERWISE INDICATED ED WALL BE PROTEGI-ED WITH WINDOWS, DOORS,OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE Oft FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCExi ROA). THE NOA SHALL DEFI*E THESTRGTH W Z 8DAYS trN ,M @ 2 M REQU#I +ITS FOR CODE COMPLIANCE. IN AN VENT OF A CONFI T BETWEEN Tt#€ p rn w a O1/fA) NDA TH€ CONSTRUCTION DOCUMENTS, THE MOST RESTRI;CTI tTE ENT SHALL w o p m REINFORCIAIG: WELDII�WIRE FABRIC SHALL COMF0 III*TO ASTM A185 PRE 41L A►It#D TH ARCHITECT OF REGORD SHALL BE NOTIF D. _j r o Q rt, ALL RlMf NG BAMS ASTM A1615-60 60,000 PSI p I— � w S FOR SLABS l�GRADE MtMIVIM, 1.5 LLIS. OF GYPSUM WALLBOARD „ „ z � ALL S AND TSS ASTM,415-60 60,000 PSI PsQL PRDViCIE.9f2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. 80AiRD ON ALL ` FIMItERS ER CUI 1C YARD GARAGE CA TLINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL SEPARATED FROM THE `�'' ¢ `" � w � M ©© CONCRETE ASTM -01, STARDARD WEIGHT U TS, fm=1500 PSI MOR`FAR TAPE'"S" 1800 PBI RESIDL NCE A� ITS ATTIC _ ABY NO LESS THAN 1/2'GYP. BOARD A LIED' 0 TIS GARAGE SIDE. W � L > � a W' MASONRY GO UT 3800 PSI COI�tTI M O,%RY I EC I RE D U W `- cq o UI Ts: HARDIE BACKER TO BE USED AT ALL SHOWER AMID TUB LOCATIONS, UP TO 8'WVE F11�#SHED FLOOR. r -' M UUj to � — STRUCTURAL. ALL STTLIBAL AND MISCELLA�kEOIS STEEL A36 36,000 PSI, U.N.O SWOP AND FIELD � as ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY Z 1^2Z STEEL: IAII:LMlJEt E7MtIMi1( ELECTRODES A1,1 GAIT INCONCRETE: A�SIMIA3M#QR ASTMA-307 D. - -+� SOFFITS PROTEC, ]D ON THE ENCLO$,,ED SIDE WITH 1/2" INCH GYPSUM BOARD. a- ¢ :o p U t LLI 41 f atrRANG: T PLAIT ' U.N.O. N.O. 2 SOUTHERN YfLLOWPINE(19% M.C.) "✓ coco t Q T 0 = Z : MIEY C-CIC-D, EX: , car OSB L.L O `&G A-C G , RATED(48/24) GLASS BLOCK ¢ E 0 ` ¢ PL!f1I110OD C- OR,OR - M iAWT HAVE COMPRESSIVE STRENGTH: TVP€S- 1800 psi AT 20 DAYS � = vi � N . . Fb= 2900 PSM t:. A SPECIFICATIONS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. +�. � GLA"�.00K SHALLDE t�'}'ALLED A�SI�ECIFFED BY MANUFACTURERS SP€ ONS. 2. LJ _jco 0 ALAIM •� cc WOOD ROOF SKS SHINGLE ROOF: TILE ROOF: BU} I IDENTIFICATION �] N 0- - � p TRUES: Tip COW LIMJE LOAD: 20 PSF 20 PSF APPOOVEb NUMBERS OR ADDRESSES.:BE PLACED ON ALL NEW AND FASTING BUILDINGS IN SUCH I Q *P GOW IAAM LgIAD: 10 PSF20 F P061T1 ON,AS TO RLAIRELY VISI LE`A*D LEGIBLE FROM THE STREET DR ROAD,FRO~THE PROPERTY. SAID MU( E) S SHALL BE A MIN#NUM OF 4"TALL AND 1/2"`TM4I(rMC AMS COMINAST WITH t �G 00TTW9-14W BRAIDLOAD: 10 P F 1B PSF THBR BAWROWID. c TOTAL: 40 PSF 40 PSF STtMCCO 0 t 0" ,t3L_uj iMl 11.IFT SESISTANCE: 10 PSF 'l0 PSFE ` AL EL TX ERROR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"T14REE COAT STUCCO U"' � SEE FOR SPECIAL CO3*CEAFTRATED LOADS. DESIGN FOR�MEW WIND AN*SH OVER HIGH RIB PALER BACK METAL LATH DR VINYL PANEL OVER"S�ERUCTURAL ® „_, UItL M S�CIfIED CODt TING A MAXIMUM 5 R: .F. PLY lDDD,PANELS. p E 0 OLow Ow NO wa Di A LSD. CO RACTOR TO INSTALL STUCCO C",TROL JOINTS PER INDUSTRY STANDARDS. I '-' WOOD FLOOR 0ESI LOAM&[� OUTDOOR KITCHENS LU O, t TRUSSES: qp LOAD: 20 PSF � m _ ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. � I-- LIVE L40: 40 PSF CM1, LIGHT STEL GAUGE FUMING OR'OTHER MATERIAL DETERMINED AS NON-COM.WwIBLE BY THE LU LU D T P ` ' ` dRLI.LS QAL, LL USD IAL TWE COW, PRIVACY WALLS AIBUTT EXTERIOR E 1 Q FOUNDATION/SATE PREPARATION: Al+# -MAGE METAL AND WIRE LATH: 1 ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 1. FOOTING6. WERE DE&iWD FOR AN ALLOWABLE SOIL BEAMING PRESSURE OF 2,500 PSF, 0 p Z EXCAVATIONILfr• =A!`I.D 9I:A6 SUBGRADE SHALL BE CL1MiPACTED TO A DRY DENSITY 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL FOOTING BE PLACED NOT MORE THAt<#J°6 INCHES APART, AND SIDE LAPS SHALL B€S€CURD TO SUPPORTS AND BE �. OF AT LEAST 98 6 OF TiiE MMOIMFIED PROCTOR MAX DRY DENSITY, DETERMINED IN _.�TKD B*I€EN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. b � Q t.I. O ACCORDANCE WITH . D-1,467. TREAT ALL SOIL FOR MATE PROTECTION. :f METAL ANI:•?WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q DF ,GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A-PENETRATION OF AT LEAST / INCH ANDce 2. THE OWNER SHALL RET*1N THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BEDAN TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AWIRE LAVH SHALL BE p_ TO VERIFY SUCCESSFUL COMPLETION OF SITE PREWMRA,TIFI EFFORTS. LOCATIONS ATTAC D TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH T14E EQUIVALENT OF NO. 11 GAU E, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN n LU 3/ FAILING TO MEET THE Q {JTEGI+MJICAL ENGINEER'S II MEMTS SHALL BE RECDMPACTfD INCH DIAMETER. z 'U AND RETWED ArT TIO, I GTOR'S EXPENSE,AND A OIRECTED BY THE ENGINEER. � 1-- Z cn :- MIRRORS 3. WRITTEN CERTIf A'F � 1HE�W.0 CAPACITY,AND THAT THE G C9 SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. Z COMPACT�#ON REQIJI S WAVE SUN MET SHALL IM l TH8 GEOWN.EGIl+1*R. l yW a H.%A.C. DOTES cG THINE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: Z C3 TERMITE ECIFjGATI MEO"ItCAL,RESIDENTIAL,AND ENERGY CONSERVATION U LU LU =SECTION M�t318 PROT AGAINST TERMITES MOUNT ALL THERMOSTATS AT +4'-0"ABOVE FLOOR. � W TERMITE PftOTEC1qL41E PROVIDED BY REGI T*, RED TERMITICIDES, INCLUDING SOIL APPLIED ALL ENTERIOR& EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE _j ~ PES#iC1 S, BA M1 T PESTMID LEI TO IrIl00D, CLI!t OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCA BUILDING CODES. T M.V.A.C. 3 o �•Q a}0 F'l� PROWC ED F. ; U A T*EkTMENTTO NEW COWSTIRUCTION (SEE F L OF THE AB F VAL. y SECTION T T A RT''14 A�'TE t}F . IAI~L BE IM�UEIrI T'O � *ACTOR SHALL SHOP DRAWINGS 0 AL 04E OR 0 I WTOCC.). UfOMt N QF T14E APPLIsCATI . OF T4#E TLRI TE COM�MiTtcc EL€C RICAL NOTES O DEPART T BY THE Mt CONTROL 1"ITCONT11S TbIE FQL STATEMENT: THE GWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ' U _ "THE BU NG I#AS CO"PLETE TRE ` FOR THE PREVENTION OF SU NEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR v TER'MMITE`S. TRE REIFCCP IAM#CE WT d S A LAWS I '/ l FLORIDA TO THE COMtiMENCEMENT OF WORK. DO NOT SCALE-ELECTRICAL DRAN*M, . LU uj Uj t��i Q DEPART T t A T !COMFIER ." U cap r ALL t10RlC SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE & ALL CODES, REGULATIONS, RESTRICTIONS HAVING JURISDICTIONS. >- p 11) METHOD OF TRWEW SHALL BE APPROW; BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED Uj Z DR BORA-CA T(METHODS MUNI' 11. DETERMNED AT PERMIT ST AND PRODUCT OUTBOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFICIRCUIT BREAKERS=OR RECEPTACLE$. "" fa OVAL-I�JATIM"T ONFILE WITH T E PARTE NT. 3 c�i Q u SMOIIE AND CARBON MONOXIDE DETECTORS SHALL B HARD WIRED (110 VOLT TYPE)TO = p 21) PR SURE T LLd MBER KHAT HAS BIiEM►1 CUT OR DRILLED THAT EXPOS UNTREATED NON!SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE COW. CTED TO P IOM OF WOW AIDE WOUI RED TO i* F JW TWATED TO \ 1T I: T 41PESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARSPON MOWIDE OPTIONAL ATf A,AM!"LL D TO ALL RS WITHIN 24"'A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE '"POWER ON INDICATOR"AND A TEST BUTITIN, WITH Z BAT''( Y W=P SYSTEM. MULTIPLE DETECTORS MusTIBE414TERCONNIECTED. O `tn ALL ILECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOW AND A MIN. OF 6" w FR •EDGE OF DR€RINGS. 4 � ALL WALL L CEPT�ACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. AL IIAIMTARLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 w COWjRACTOR SHALL VERIFY WITH THE LOCA POWER COMPANY,THE LOCATION OF S . E AND %IAIV.LOCATE 114ft, RAND PANEL AS REQUW1 D• 0 VE Y ALL GOND CTORS AND OREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ctIIR � ALL :1(TER#4R OUTLETS ARE TO BEA M(MUM OF 30"A.F.F. �. IN EYMIITCI�, FAMILY R11OAM, D1�M�G ROOM, LIVING t;00M, PARLOR, LIBRARY, qEt�, SUI�ROOM, BE ," T1 +1 ROS, SA" M, Cu®RAGE, BMENT, ?DU ,. ASA, ALL CL 125 T 15-Aim 2A-AIF :>MtE ACRES SkIALL ISTER T S#1JIT TALES. t3 TME HIRE TM► 101atS. LU r` .. ' O CD to;qt tjP MZ U J (a tz U *fln UjW zt; W LU 0- OFFICE COPY U U) Z LU U . LU o = SERIAL NUMBER 11314.1 J Q C� TO T14E M'tOFNVK� � w .7WOM . u( ( IM �� May 26,2p17 t ----Dow TAG I CALL-04 0 C "K.- D U L E h- ' � TYPE SIZE REMARIaGon 1 TH 6 IIRISIIL. EWTRY DOOR 3'-0" X 81-011 m 4 2 O.H.f. ET . G E DOOR 16'-0" X 81,01E DESIGNER<STYI E `. AR 9 0 3'-0" X 8'-0" 'ALF CLO , THAN 3 13/8'THIS( 24.E-fit RAW 4 hI0 SIN CORE DCS 3'-0.1 X 81-011 5 HAD 2'-8" X 8'-Ir1" Ovan G. Drummond,. A 6 H0 D 2',611 X 8'-0" '� AR 963x9 p 7 ROWAN CORE DOM 2'4" X 8'-0" Manuel Gonzalez, Al# . ; AR 96730 8 HO POCAET DOOR 3'-0" X 8'-0" Sang-Yub Lee, PE;: 0 72328 9 HO 8.1-PASS DOOR 5 -D X 6 -8 , W 10 SLIMOG QLA86 DOOR 12'-0" X 8'-0" TEMPERED 2'-8" X 6 -8LU 011 DOOR u 12 ROLIAN C OR E DO2'-6" X 6'-8" o a� ¢ z 13 IHO DOS 2'-0" X 8'-0" ¢ cn civ oo � ` coq 0 C.1 - Q MR' O — � u- TAG u �+II AA = 0 ::_ a� CX�=-W L_ UT 1 D0� SCHEDULE CLA = a. ¢ a a o 0 UW Ln U C c co TYPE R.O. SIZE REMARKS 0 O � M E GO F- �. FDFtXES 36 1/2" X 74 1/2" EGRESS / LOW - E / VINYL Q = E N ¢ d 36 1/2" X 62 1/2" EGRESS / LOW - E / VINYL °" U 0 c0 o t— a 2462 28 1/2" X 62 1/2" LOW - E / VINYL o N GLAU 2020 24 1/2" X 24 1/2" LOW - E / VINYL / TEMP E SIN4U HWG 2040 24 1/2" X 48 1/2" LOW - E / VINYL w F FIXES GLW 3W 24 1/2" X 48 1/2" LOW - E / VINYL G SIMME WW 2412 24 1/2" X 62 1/2" LOW - E / VINYL o H SINW HW 2030 24 1/2" X 36 1/2" LOW - E / VINYL I I cai LU I FIXIM GLAU 301+8 1 36 1/2" X 18 1/2" LOW - E / VINYL / TEMP '" ' Ui L Few— uj c cry NSULATI ON SC KE ULE = > LOCATI ON TYPE 'R-Vd E U.E U.N.O. I LU j CEILING LIV NG AREA FIBERGLASS UJ a� EXTERIOR VIS. FRAM MALLS FI-BERGLASS 19 � WALLS TO LIVIdG AREA FIBERGLASS 11 ; �- b o o Ui LU Ui 0 4= 4 e � N o U Uj 1-51/4 1 N z o , cc LU Ui - Uj LU a 8" DEEP RECESS TV UUj Ui tn cin W ' � SE © � FOR � . o ,_,a3� � Q J UJ � t' _ H c W En V o FIREPLACE v-4 , W ut, IRE SPECS) LUQ 5'-6" c E © Q LU '�LINEAR FIREPLACE 1 r. cv ' a LL- � «Uj jOFFICE COPY o �* � o SERIAL NUMBER 11314.1 _ �on+ea�oF►niaor�.naearycw_ , ,a# o�w.+Ga �n�wFu4w�t� CWINIF40ASOF ROOFING PER May 26,2017 CONTRACT, ON(2) 7/16"SHEATHING 1X6 HEAD 2X6 W/ 2'ROUND 2X4 SUBFABCIA / �--2X4 OUTLOOIKER S I6'R�'E�'QNI VENT @ 24"O.C. / 2" ,- 2 0 LEDGER X4 , 4?ll _ 3/6 CEMENTITIOUS / METI DRIB h:.: 2�� CAS FIA„SMIAIG „ SOFFIT 1 X 2 CAP d_FIN.FLR. METAL DRIP 1" "YIII91rhBCIA FIN.FLR. $ # , ♦ ri'. S /vy ..-. i•. .V __ __ A 1X4 FASCIA N SS LAYJ FR.M 1 lE 2 CAP `/,• y - r , ��" t. WALL PER 1'-4" 1 X 6 TRIM 1 X 6 A� 1X6 TRIIRD 2X6 RAFTER TAIL(d 1'-4" PLAN 1 X BLOCKM 1 X,ROVOG 24"O.C. SIDMM PER 1'-0" CAULK AS Ovan G. Drummond, ASA O.H. 2X RAFTER TAILS E TFOA4 NOW 0 24"O.C. O.H. SIi1KE SOW AR 9399 Manugel Gonz�ez, Al�► € ' WALL PER 1X6 SILL l. e, pE `> AR s6. SIDING PER 4"TRIM CORNERS Sang-Yub ELEVATION (TYP.) PLAN 72328 c W L.L. O DEJA I L �2 AIR LE Emop"Mommw Q • 4 � O rn EAYE DE161L o (, ,n �, , 5,2.18 SCALE1r2 - - _ . .1 . CD 2.18 ~ z < , U _j N > J y �1. ' M W CC � 'Q Q. cn o0 F Q us 0 �1r) U_ = z c>. 1'-2" ti Kt LL a,Q O INSIJLATI II AS SHEATHING =N `� = Q C `04 �p O ` 1'-6" REt BARRIER WATER-RESISTIVE `� � cx. ...a h d CO 'e1' STUD 1' -o" 1'-2" N tt D ieJOINT FLASHING ' AS REQUIRED %%'' NAIL PER �/ �a, MANUFACTURER SIX1F I "1f FRONT VI�EIt ! � G1 + l N 4 q SPECIFICATIONS 1-Q U_ r.y , fV N LAP SIDING 4�/q" ttf 0 CONCRETE =N uJ FOUNDATION t�C N Q] Q " % " 5��„ SIDING *� p 3 1'-3/ Uj i 4" 1 1 STARTER 4_ STfI _ i 3 1-611 311 _. SIDE VIEW FONT VIEW `,. S C E V FRONT VIEW LUce Uj j -- t } - t 6 LAP, S4 in I DE UL \ A SCALE -1'-0° 2 5.2.18 ,. _ �_RAQKEI QET6 i __ fire 71 AK _ a BRICK CAP - tm • uj BRICK - 0 ` f..... i �. VENEERch % 0 4" 10" 4" ;_ U „OT 1'4' 3" , + "' N 1" 21'4" o LU E VIEW FRONT VIEUS � J - - inCIO a 7 $ � LLJ Q - 0 9.2 �5. c ' 5.2.82 9.1 9.1 .2.82 5.2.82 4LI' 4'�X4'l 4"TINA , OSTtV .--i 10 _ 1"x4"TRIM (� O .... f E �-+ p EO O O 4"x4"WOOD - POST ' 1 " INT. EXT. M 00 � - � 4"TM � � cia 1 4'-5" 0 4 E4 POS 5'-0" T r.i wjj w•�1►, u _ o PLAN VIEW � �. �, ,;,� w X � a O �. , 70 # t argr,0 d0b .� OFFICE COPY � LU U= dh 5.x.1�`S � - �: mTHEIM4Fwr, aha al 9TM!F. May 26,2017 to d+ O F-I-A , NM_THE f? on y V A- N ,: AFS %7 JJ R w At A Ovan G. Drummond, ;1A w AR 96399 Manuel Gonzalez, AI# AR 96730 - DRAWINGS Sang-Yub 72328Lee, RE OEIAT10 LISTLEGENDU FOOT LIST O a Ti IIT' � . T CLASSIC ELEVAT N W 4 Description m Dr ion A DScr ry o Abbrev. bbr v. p bks'• _ L - AREA .�.CULATION S.F. c1 COV€R SKEET - Index of Drawl � o �' �•. # NUMBER F.P. FIREPLACE PT. LD. P01NT LOAD --- --- GN1 Gco ENIAL IQTES o p FIRST FLOOR 2113 a aQ & AND FRT. FRONT PWD. POWDER ,� Z w �, C -OUT FOU IC"9�1 a vi � N - EQUAL FT. FEET PLW. PLY - EC FLOOR 1 _ A1.18 LAYOUT � o a AT FTG. FETING _ - - --- SL L�IOT SCHEDULES D AIL W © ,,, • E c O ASC AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER --- �.�. # \ _� � TOTAL. ,. a�I�A FT. A1.N E�, , & � � �--. • w o � U U ABV. ABOVE RA RETURN AIR a; A FLOOR PLAN = _ -. ADJ. ADJUSTABLE GAL GALLON RAJ). RADIUS H A2.18 FIRST FLOOR PLAN °; .°Q°.qo 0 A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIRATOR o A3.1 S SECOW FLOOR PLAN `o COVERED ENTRY 1(M U ILLIA.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING L � N � c o � 15 ' is A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS ¢ o �' C "' F° FAULT COVERED LANAI 3 E ao AHU AIR HANDLING UNIT GFI RM. ROOM ATIOk�M R SI Q -" � E O.=� GROUND TER ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE(s) _ "' c F:N EXTE I .. TION a s 14, v A ti rau ALUM. ALUMINUM G.W.S. GYPSUM WALL BOARD RQA. REQUhRED ;= A5.18 FROA1T & SIDE ELEVATIONS ,i _j (0 o R & SM ROD & SHELF :::::::: TOTAL 4262 . FT. A5.1.18 REAS & SIDE ELEVATION, & ROOF SLOPE a rn B a A5.2.18 EXT WOR ELEVATION DETAILS J B.B.Q. BARBECUE H HIGH R.W.C. RAIN DATER CHAAINEL IWEAOR ►LL < BD. BOARD HB HOSE BIBB STUMQ F*SH 4E. 0 B.F.F. BELOW FINISHED FLOOR .D. / IDR. HEADER SF / SQ. FT. SQUARE FEET BUILDING S ' ` ONS °� w BOTT. BOTTOM *GT. / HT. HEIGHT SGL SINGLE Y A7.18 BUILT 4NG SECTIONS c ►xa m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET U_ 0 r` z BKFST. BREAKFAST SH. SHELF ENO 1M .L IISIlATIQN DIFFUSER LAlf1T OC x a0 INSUL INSULATION SHWR. SHOWER M1.18 FIRST FLOOR DIFFUSER LAYOUT 0 , D BALL - _ DECORATIVE STONE M2.18 SECD FLOOR DIFUSSER LAYOUT 0 ui CALC. CALCULATIONS INT. INTERIOR SL. SLIDER > Leon C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS PEDCIFFIT EST IITEL/ HEADER crf KE z''M CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECT ,LYl1TLU Uj CLG CEILING KS KNEE SPACE SPRG. PT. SRRI#*-#O TBT E1.18 FIR$T FLOOR ELECTRICAL LAYOUT CMU CONCRETE MASONRY UNIT STD. STAG D "�. CRITERIA T E2.18 SECQ FL( * ELECTRICAL LAYOUT C.O. CLEAN OUT L LONG STL. STEEL LU °a ' ' COL. COLUMN LAV LAI ►TORY STOR STORAGE STORY: FIRST R - F . Y RESIDENCE: GROUP R3 STANDA NOTES & DETAILS a' J COMP. COMPRESSOR LDRY LAUNDRY - D1 STANDARD NOTES & DETAILS � L a 4; CONC. CONCRETE LIN LINEN T T SEGO - FRWE LOM TYPE: _ V Cwt ,r U_ _ D3 STRD DOTES & DETAILS C E ,�* V p o c CONT. CONTINUOUS LT LAUNDRY TUB T&G _ TONGUE & GROOVE LATE !ORY. II _-.� h- b , �••-� 9STAIp TEMP. TEMPERED D4 STANDARD NOTES & DETAILS � E � AM r DB. DOOR BELL M.B. MASTER BATH THK. THICKD I,IL C USED 0�1: - 0 D5 I�I�DARD NOTES & DETAILS O � MAX MAXIMUM T.-O. TOP t (2014 D6 STA�'IDARD NOTES & DETAILS DBL. DOUBLE LU DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM .__ _ D7 STANMRD MOTES & DETAILS __j V F.Q.C. STH TION ( 4) SID NTIAL aTIMATE 1 D °EED 130 MPH 0 , "' ' DECO. DECORATIVE MFR. MANUFACTURER TR. TRE D8 STANDARD NOTES & DETAILS ( , DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM , .` ILLAMAMALAA IGrAI WIA ®' - 101 & DETAILS D9 STANDARD NOTES; DIA. DIAMETER MIN. MINIMUM T P. TYPICAL C. STH T +E I ) D10 STAR DETAILS LLI I E Ca 3 DIM. DIMENSION MIRK. MIRROR ` DN DOWN MLDG. MOLDING UC UNDER COUNTER -F. /-.�$ VIE. U J o uarLE NOTED H OU S LEVATI AB BREVIA N S +� au � DR. DOOR M.P.H. MLLES PER HOUR U.N.O. w OTHE I ABBR. FULL NAME E;LE . CODE } DS. DOWNSPOUT MT METAL THRESHOLDFM A '1.UA�L MAN. 03 o D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER •C. TI0* ) WIL. WILLkAMBURG 07 ; t 3; DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICALLU O V.T.R. VENT THROUGH ROOF BACTM 1 (lift �) M" MRS & T PRO. PL�01 II IAL 08 -- v = DWG. DRAWING .0. 2114 7-1 : NI L D CHAS Ck4AT ES Op ' 21 � tZ O.A. OVERALL VER, _ _. LU U., tZ lift0 o E EGRESS O.C. ON CENTER W WIDE T DE IS ` TICS AFTER Ti IT IS WWICLA. CLSIC 18 , UUj E.E. EACH END O.H. OVERHEAD w WITH O QVAENT COM IS ` , MED. MIFAITNEAN 19 ` z E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET TRA TOW TIONAL 20 ""' EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WOW. WINDOW HE COU. C PRY MANOR 21 a, R. . HERITAGE 22 --' a ENCL. ENCLOSURE PED. PEDISTAL SW W.I.C. WALK-NN CLOSET CMN. CMIiION 28 zENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI MON. *6610N 30 u� o POUNDS PER SQUARE EQUIP EQUIPMENT P.S.F. FOOT W.W.M. WELDED WIRE MESH CFT. CRAFTSMAN 31 SCL. SPAIMSH COLONIAL 32 f EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FAARIC BOR. BORDEAUX 33 4 o FIN.FLR. FINISH FLOOR PSL 1PARELLEL STRAND LUMBER BRO. MOUGHAM 39 w = FLR. FLOOR P.R. POWDER ROOM W FND. FOUNDATION P.T. PRESSURE TREATED REN. REJAISSANCE 40 WE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 r cn p ITV. ITALIAN VILLA 58 j o p a PBC. PALM BEACH 80 I a CRB. CARIBBEAN 81 > CST. COASTAL '82 r:. 0 OFFICE CE COPY CD w ry < X 0 W vE Uj z REVIEWED FOR CODE COMPLIANCE " W14 CITY OF ATLANTIC BEACH Uj SEE PERMITS FOR ADDITIONAL LIJ © � REQUIREMENTS AND CONDITIONS > nwa r= O d DATE uaUj . REVIEWED BY: c� E 2 Qo SERIAL NUMBER mnwer "ragw'mre,n'eoo+omc owzrus owxrycGo wnHnw "alq"=LMQ COOEPAWASOFGIE: FICARMt MI. E� May 26,2017 _ V OF cL 9 ! Otp,� a j ` R 96f S . b R 00 791-011 20'-31/" , 29'-4" 21114%" Ovan G. Drummond, ASIA AR 96399 wit F– J. m Manuel Gonzalez, AIA AR 96730 f heJLU ---------- ------------- Sang-Yub Lee, PE C------------- -------------A 72328 i1 o GAS LINE TO TA;IIWLESS W _j u„ m WATER HEATER I� 96'x "x6" CONC. MIT PAD (� � o% rn 0 ----------i LJ " L----------------- -----J L I`i E --- _- ~7 - I I -j I c O Chf wco I I I i i o ® � °� Z LLJ .�. 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C� Nk Nm — — — — — — — — — I -- _ . 4 Nd Lim Q 131-3%° ]2'-1" 81-411 42'-x'" I �- > -_ ' c wtj c . Br 0 o wi SEC F . 0 P t OFFICE COPY -i c` SCALE: 1/#" _ VAP' CTC Ln ( Z! I SERIAL NUMBER 1014.1 MWEAMOFMr�aow►eoae,'91 DWANoslct nx'nys. I 111.1 oRAM�IG W(Mi1iEMM�oIEtE=N1otYMIE _ . CGDE 11tgIR7tAS Of UTE.ac, ..., May 26,2017 . ELEVATION NO"IFES PROW F VIDE HIGH DENSITY FOAM WITH T H COAT FROM , - I; ? r 40 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR "T jy {^� � : ' ., •�c' 1• DECORATIVE ELEMENTS. TYPICAL UNLE NOTED i �y"y �I i�t� VV>�Z'.. b1 : ;3 4 ' OTHERWISE 2 FOAM APPLICATIONS FINISHES SHALL ACCORDING TO EACH ELEVATION FLASHI A R 967 } p "CORAL-LIGHT" OR EQUAL PRE-FINISID .4 �� APPLICATIONS SHALL BE INSTALL AS PER 1 FOAM ARPLIC �� m ' . - 3' MANUFACTURER SPECS. U.N.O. , ..,.. ALL: 'STONE - i PER , ' PRE-CAST STONE APPLICATIONS, SH E 11. �! , (TYP) 4' 4. CAST' FROM FOAM FACTORY INC. ORE L, AW, ' o INSTALLED AS PER MANUFACTURER SPE - - - - - - - - ___ _ _ _� va Drummond, # 1: TRIM WORK FINISHES SHALL WRAP ALL EN11 6 T - - - - - - -- AR 96399 n G. Drumr�cto iJ6 --- - - - - �'` INTO THE UNDER E OF THE , < . I Manuel Gonzalez, AI, 5. EXTENDING AT LEASTi . U __._ .... ... �. 4p OPENING . H Sang-Y , �_� ..: i 96730 METAL WORK IN INTERIOR AND EXT RAILINGS _,. P ........... _.. �: l F Sa ub Lee, E 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON 72328 IL IL ...ft L! I.....i ALUMINUM " — 1 i-- < ..<.... ,-_,,�[ ........._.. . ... .. C L. 1.1-1 W © THE BUILDER SHOULD NOT INTERPRET E DRAWINGS, 11 1i i (( - 7. ANY MISDESCRIPTION SHALL BE CLARIiD BY THE - _. ry _:::___� ... ., . .�yy� .. ....... .. ..... .._...... ... .. ._.... ......... ......... ......... .......... .......... t _{ _ .: .....> ,. .... i... .s..' .,'.n`\ j O ii: ARCHITECT/DESIGNER JV@ . o SIBLE T SET A 144EETING z - THE BUILDER SHALL BE RESPON .._..._._ �_ � ------ ,, W ..\. _ __ W ^ A. WITH THE SUB-CONTRACTOR / MANUFtURER AND CO . 8. THE ARCHITECT/DESIGNER IN WHICH L• 0 - - -� +; ISL o �, PLICATIONS WILL BE OORD IATED AA _ `� ,I _ - - - - — to ARCHITECTURAL AP - - - - - _ _ _ _ - - - - - - - : ..' a .••_ _ I' '' .� U. _ — _ — {.� i l \ �r_, ,9 N APPROVED PRIOR TO INSTALLATION - - - —� - = T, ?.PkTE -- -�_ F. TRICAL CONTRACTOR TO COORD4 E MOUNTING ELEC a a -, ;:.. 0 9' E I HT OF COACH LIGHTS WITH TOLL THER � P.M. _ ..- o G _� :. . I m r -1 . �.... .... mkt ......... T., m �,' I l. .._ q wOD CO ..... �d I ...r ..1. i G I ''Al L._ , O qt 1w. tot I 1 I I. r,- _. I. ...< _.. ........_ I -1 I :1 . 1..._..... ..I.__...... ......... t.._s._ �.:.. U �, < V _ o TI OVAL ELEVATI OIOTS: ADD � r I l.. p -t !p .O _ ,. I I 11I 1 I L......::. ... 7 Ili Zn I l .. I I -_..... l,. 1 - PRE-ENGINEERED TRUSSES TO BEI MANUFACTURED WITH 7 HEEL l I _r..__., __ 0 0 � l_.._ I 1-- ------- 0 a. M I __. , 1. I 0 2 - ALL HIPS TO BE MANUFACTURED WIN A 1 1/2 OFFEST AT C ORNER$ N T ._.. -�_. 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" , / 1A I / / „, I '' I I I-— I STAIR RAILING AI �' 'Mmewwwomme'aw — ND - ,9GUARD RADIANT BARRIER May 26,2417 W A R D RAILING NOTE SEE SHEET A3.N FORI I INSULATION SCI4EDU E STAIR RAILING, STAIR GUARD RAILING, BALINY RAILING, PRE-ENGIKERED T ., S AND BALCONY GUARD RAILING, SHALL BE CSTRUCTED TO11 DES BY TRUSS � ” f' 9 WITHSTAND A CONCENTRATED LOAD OF 200 OUNDS # IUIFACTI ES ,d ot)z '�=i APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOA[ , NOT A. . ..k ,.+:. d .,.. ] r t 7 CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 '_ ,AR 957 ,' POUNDS PER LINEAR FOOT APPLIED ALONG _ : RAIL IN ANY `t,'``11 '` . :11 1. DIRECTION. ` . ^ � �.: ., w r - D � :: 14P IL4.1c INTERMEDIATE STAIR RAILS AND POSTS (INILL) SHALL11 ___. _ .. _ WITHSTAND A HORIZONTAL LOAD OF 200 PONDS APPLIED -- -- - - ! ; AGAINST ANY ONE SQUARE FOOT AREA, NOT ONCURRENTLY .: Ovan G. Drumrnnd, #A AR 963-99 ".z oc WITH OTHER LOADS. Manuel Gonzalez, AI INTERMEDIATE BALCONY RAILS AND POSTS I-FILL) SHALL AR 96730 &fig-Yub Lei, PE .o-. WITHSTARID A HORIZONTAL LOAD OF 50 PO S APPLIED ; ? 7232$ 11 - : M. s N AGAINST ANY ONE SQUARE FOOT AREA, NOTONCUIENTLY W WITH OTHER LOAJE � DS. ua . : w c ER F IR It,�F,11. z THE UNIFORMLY DISTRIBUTED LIVE LOAD F THE STAIRS F.D RIDES z: „ p f- Ku !— -' ' ., ...,. ...._:.. : _..... : ;.? 1 ._- Y T .... ..., , : . , . .,, o }' z SHALL BE 40 PSF MINIMUN. [SIJ R RUSK GTIER L . a _ ao vi _ i V % w -...._. i C ct ........._..__ _._.. ........... + i :..._ ��.... __. . i V • i -:: + I _...... r.i ti i"t 0�lE .„ ; 1 :=:::� W _ o t-, HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE 1 '... .. p `" L ao . E _._. , w (V.,5I ... .... i : . O _. �-- J 11� o AN OUTSIDE DIAMETER OF AT - ! v__.. _.._.._ u LEAST 1 1/4 iD NOT ....... I w ,x LL. _.... ...i Q ...)` v1 GREATER THAN 2 . 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IL � S HA L C. c:� r I ,1 !. . = CABIN€TRY & �; t CONSTRUCTED TO 1MITHSTA1p A R�Ar, X :<, . r; _ LANt G Q CO +CENTf ATED LOAD OF X00 POUNDS APPLIED ", r.. = AFPLIAl1ICES ARE 1/ 11 PLYWD. o BASTER z .. . 11 IFOR REIrtERI_NCE �� AT ANY PONT ALOE THE RAIL I N ANY ; ? .:: — JI w BATH QI�tLY 9 IIS TYP. DIRECTION. IT 1T ALSO WITHSTAAtD A i ! 2x12 P.T. UN QR LEAD, NOT C014CURRENTLY WITH THE '�F IL -. ..--. ......... �_� ;21 r L gi . : I .. I f ' _ R CO EMTI ►TED LOAD, OF 50 POU' P 1Q N MDS ER ' - - �' o LIREA►R FOk .T APPLIED AZOIC THE RAIL IN AIII( u� cc ^ r- -- L. 1MD. FILER DIRECTION. IJTEI4EDIATE FAILS AMID POSTS �<, ' a' U ., 2x12 I�1D. CARD# IN-FILL SkI ►LL IAIITMST A HORIZONTAL E a 4 T -— , _ - _ ( ) 3 D. .. :r-- .. .. ., .. .. :. ... ..F .. .. a .......<... ..T:_.<....-_. ._., .. .... _...... ... � I � fl RN .: .:. .. .. .. .. : .. r :....I..... ....... ....,........, x.. ., s... 7777� .. .. i L IL ,1L . ,jr - ': LL �,� �s .___. __ _ ._ .. 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FOR HO( T i Z ° k RW �r I in 0 r� ouj � a ca `W { V FIRST FECTRI CAS. LAYOUTLu S AA► 1! I" 3'- GL C �' ' :co o OFFICE COPY = uj � ui SERIAL NUMBER 114.1 _. _. mlxerce+riose,TMeawnm .. owe +Grmiux ►E ELECTRICAL LEQENQ .May 26,2017 { 2t d) SINGLE RECEPTACLE sp - ` DUPLEX RECEPTACLE 1 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 tLT) i D ; SINGLE FLOOR RECEPTACLE 'a X73 ] DUPLEX FLOOR RECEPTACLEg ''►` [61 SWITCHED FLOOR RECEPT E QUADRAPLEX FLOOR RECEPWCLE Ovan G. Drummond, AdA AR 9f 399 GFI GROUND FAULT INTERRUP11IR Manuel Gonzalez, AIS AR 96730 W P WEATHERPROOF GROUND Sang-Yub Lee, PE , Wk LA EP ELECTRIC PANEL 72328 VP VAPOR PROOF W ® RECESS INLAND. (EYEBALLIXTURE o :.rn Uj o SINGLE FLOOD - WALL MOLTED jE rn DOUBLE FLOOD - WALL MOITED - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ' ��--- Q ' SINGLE FLOOD SOFFIT MTED 'L' :01 DOUBLE FLOOD - SOFFIT NTED I , Q us 4,L: HANGING / PENDANT - CEIIJG HUI+l�GCc - - - - - - - INCANDESCENT FIXTURE - ILING r �- ¢ oo 0 'C 440 MOUNTED I I UUj ro __ Ad INCANDESCENT FIXTURE - LL MOUNTED � e MAI _ �? o � d u� ® RECESSED HIGH HAT I I _ "' o 2 FT UNDER CABINET FLUOR. FIXTURE a. ' 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTUE I - 0 N 0- ,o STRIP LIGHT a D 12X24 FLUOR. FIXTURE I C7 12X36 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE I o 24X48 FLUOR. FIXTURE I ... . -- ca I _. EXHAUST FAN f w � EXHAUST FAN W/ LIGHT M i � (, n ELECTRIC CO. METER ( , ; GAS CO. METER I BEDROW ; SMOKE DETECTOR/CARBON44ONOXIDE SD/CO _-----' DETECTOR — ,— — — — — — - - -� ------- " I y so SMOKE DETECTOR $ SINGLE POLE SWITCH LU - _ I I I � - w $ gg 3 WAY SWITCH 4 WAY SWITCH - ` 1 ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � C,?! c� $ DIMMER SWITCH :.:::.�::::.-::::::::: 4 I LU PUSHBUTTON I I I ;:.: : - Ld . DISCONNECT SWITCH j; ►.,� JUNCTION BOX / - - - - - - - - - - - - vi ry TV JACK ( - i TO 1ST FLRud v PHONE JACK - PREWIRE ON' I I ( i_ / / LOFT SWITCH THERMOSTAT I I t.. PHOTOCELL - SOFFIT MOUND' I I l — I N I 1 BATH * PHOTOCELL - WALL MOUNT I I I / TO 1ST FLR. OR N TO I I a -j 0L;; ELECTRICAL PANEL - -_ . / SIIT( FOYER I SP SPEAKER WIRE FROM TOP ( WALL I I Le: I a KEYPAD m . . _ ® CHIMES % W.I.C. - L A.K A. SMART BOX � STRUCTURED PANE ( , ---- a I WT ll.J 11.1.. ua; , F----� COMMUNICATIONS BOX, M IA BOX, HOME Y � DIRECTOR 40 � v � Q INT. I NTERCOMN ' \\ I z I I / W/ I , oREFERENCE FOR LY \'\ =� M � I � a IKDROW 11 I . , T u 3 \ I Ci IVIP - - - - - - -- "OR - ORT. O } �, �. OPT. ........ ......_. .... __.�r __ __ ._ — ce ce of E j''k , c ,- 09o z ' w O 4 Uj vu ,; FLOV �L CT IC ► . L OUT OFFICE COPY bi U c.� „ „ L IC LUL Lgj LL- i, 1..' o SERIAL NUMBER 1 .14.1 aLN I III Im" loor 701HIBwop 94K4DWtou." MAMAF#lC1E9 'MM qP b MAY 2017 Ft TIE-IN TIE-IN WITH WEATHER RESISTIVE BAKER: EXTERIOR SKATH G _ _ - 1. INTEGRATE INSTALLATION OF WEA R RESISTIVE /�ry°9 ��Y I �py nz ,�. BARRIER WITH FLASHING TO FORM W R SF .0DING LAPS FOLD UP WEA ,R b9 AD FLASHING T1 -IN I GHA('IICALLY FASTEN AS WEATHER FOLD UR WEATHER L` ' RESISTIVE & �' TIOIt NECESSARY INC S ISI'STFVE RES4STItUE & 2. SCORE & FOLD WEATHER RESISTIV BRIER ABOVE TFO E TQU1 FLASMII OR*ER TE Y SIME g , HEADER TO ALLOW FOR FLASHING INS, ,,LLATION t. CUT, FOLD UP & TEIMRARILY � AR 9673 SECURE WEATH 4. INSTALL HEAD FLASHING UNDER W THER RESISTIVE WEATHER I ER E,� T9 EXTENOR " BARRIERRESISTIVE - - - ALLOW t FOR FLAN" BARRIER h l 5. FOLD WEATHER RESISTIVE BARRIE ., ACK OVER HEAD TALLAT6 FLASHING AND SEAL WITH WEATHER I*SISTIVE BARRIER TAPE AT#iER TARE SILL PAN. kt�ISTALL HEAD FLAS �IG UIwiD-ER <It PATI , R* Ovan G. Drummond, A44 ASSEMBLED AR 96399 .......:..1........... 1. F(XD FEATHER RESISTIVE :,. ..,IAO ,. � `:•.:'::•s-1` ;•:':c:';::•... Manuel Gonza�ezl Alk, :•::;';::;•:;:';: 0 SILL PAhJ IE R BACK R � AR 96760 FL I*NG A TAPE Siting-Yub Lee, PE :,..: O 72328 FL /:: S................. _::: •. LLJ DQ TOT FLAN 7 OVER BOT`fO* C) rn C Rt R ILl F ` E � 4 T, , #*TIMI 0 �... uu :.:..:.::. a� .,. NETS: ¢ t/Y '"I' C 1. F LASHING. TO F ; ELF-A IVE TYPE �. �o LACI G BE l XJ ,.E S DNES .. 14. 6" IIItDE). CONWINING TO AAMA 774-07 C4--imit FLASHING .:. :;: �+u0 Q M o ::::;»y: ;�=:>> 2. REMOVE WEATHER T1VE Ii ► 31R FRS! TOP OF -�— < "' -.i - s ul_ .� OJ :1._.::::..: •::;::::•::�:::` .: 011 <LL PLAN. �p 'Q O klOTES: 3. INSTALL FILA � NN ORDER Ash SHOWN BY NL BER$. L I.0 ;. :: .: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TWE (MIN. ) � p o CONFORMING TO AMA 711-07 4. INSTALL FLASW4 AND WEATHER RESISTIVE �I QIMS TO BE WALLED, � � 0 ':1.�a'fJ'Llt TO F D MATER SHE >I LAPS. ICER 1�0C_07 Q = c :� ` 2. INSTALL FLASHING ISN ORDER AS SHOWN BY !6U S ¢ 4 v ,. 3. MECHANICALLY FASTEN AS NECESSARY .. < Jae ° cp - _ TYPI CAL D1 NC SASSDOOR FLASHI G (EXT "00A IL (EXT-2CAL . •L I "ETAI L Ice1 U_ D3 N T.S. -1) bl. .&. (EXT-2) LH q"IOAI -A m Ln 6.1 FLASHING tn 1 CONT. DRIP EDGE CANT STRIP ACROSS DOOM / , i j %% ce • :;:=: j p TO DIVERT RALN / —WALL PER PLAN '��' to WALL PER PLAN z SILL PLATE SEE NOTE #2 RAIN DROP _j — (TEOR REGLETLU LU z WALL SHEATHING EXT < WITH WEATHER Ca RESISTIVE BARRIER - Q � ' _ 0 a- P ` NOTES: NATE: Uj LU 1. FLASHING TO BE FLEXIE SELF-ADHESIVE TYPE (MIN.6 WIDE) u,., CONFORMING TO AAMA 1-07THIS DETAIL 01I�Lf IES AT EXTERI vi DOOR&THAT � M 1 �?IATE 0 S 2. INSTALL SILL FLASHING S SHOWN ABOVE A$OVf THS,. S TWAT HAVE A WID # 3 3. WEATHER RESISTIVE B IER TO FORM WATER SHEDDIG LAPS RE S '�' R 9 00 rZ 4 x SATE P %.pw A E . O WIN_ _ , °QCT 10 OPENING 0 BEAM EXT-6 1 A EXT-7 � 'LD 1 P D A ,. 3 ui ca zz EXT-5 _ O N.T.S. (EXT-5) N.T.S. (EXT ) M.T.S'. (EXT-7) • Uj LU LU U Ln � o cs ui A* Uj LL : a "� J s* 00 o p Ln LU OFFICE COPYLUcaUj SERIAI. NUMBER 1014.1 DTHEiD4 :., 'CODEDI Eta^�y.OF OAIEQF A61G1B ROOFI#G PER CONTRACT. (CONTRACTOR TO . ROOFING PER I ONI°II ACIP; ►rI ) ROM PWWCT APPROVAL FOR ROOFI 7/16" SH€ATIIG t (CO JTRACTC*'TO DUCT APPROU. F041 R0~00616W SEE PLAIN L .FIS UNDERLAYMENT TO BE ALF-APNMNSPOLYMER MODI D BITU W NSEE PLANALL ROOFIN�a . A: TO I IED BITUMEN �' TO LY WITH ASTM D "70 SELF-AD �- SHEET TO C LY . . () t#X rr , TRUSS24 O.C. 2 X 6 W/ 2" D ;D* RAE-�� ED 1 '? " a k ROUND IT 73 -" �ILA4' OSI BLOC 24" O.C. 20 SUBF"C[A o METAL DRIP �* METAL. Rllt� CARIBBEAN A IC COASTAL EDGE G,� � 1X4 FASCIA CELL I ATION 1N6 FACIA CEILING l ATION :. ( CALCS.) (SEE ENEi # dALCS.) 2X6 RAFTER TML i' Ovan G. Drummgnd, RAFTER TAIL L „ @ 24 O.C. 1/2 R-00 SD. VENTED SOFFIT W/3" 1/2 RIGID- BD. AR 963.99 t1tl. 4lENTR @ ,"If Manuel Gonzala+z, Aid Dom. 2�€ 5 D. O. c., DSL. 2x s . 3/8" ,:. CEMENTITIOl1 t,-a" TCI E AR 96730 TOP PLATE Sang-Yub Lee, PE : p SOFFIT t ' 2x SYR. #2 *1D. STUDS FINISH ,MATERIAL , " PM�� 2x SYP. #2 . STUDS 72328 @ 18 .C., ' �� ;@ 16 O.C., . i PER VAT10 i Uj FINISH WALL �T,#ON REFER TO MALL INSULATION �° _ , MATERIAL PER (SEE E0111110 CALCS.) ELEV. FOR (SEE ENERGY A►LCS.) W o ELEVATIOAJ VE12NA G 2x SYP. #92HEADER SEE SC#2 . HEADER o °' _ Go U z � / SCHEDULED WI- " _,1t I SCHEDULED WINDOW .,�• �- (SEE FLOOD PLAN) W p ;n L asp E . WINDOW ATTACM 1#T WINDOW ATTACEHMENT �— � o M o V o ; COLIANTW/ FIC-RCOMPLI i _ IAJU. - a t6" O.C., TYP 16" O.C., T1FP O. WUSSD. STUDS _ CL ¢ D U Z t VLUU WALL INSULATION T-� WALL INSULATION � < --� E � � 75 cn ( E ENERGY C ) (SEE ENERGY CALCS) _ E EXTERIOR STRUDTURAL EXTERIOR STRUCTURAL � � "" SHEATHING AS D $*EATWMG AS RE(CRED o� U CONNECT WALL ' CONNECT WALL PER BY FRAkN*G ILS BY, F Nils+ DETAILS � c� t ltAMll DETlL FRAMING [DETAILS •` 2x SILL PLATE F1 MSHED BAAE NIOULDMG 2x SELL PLATE FIN]SHED SASE MO cv 3/4" GYRETE ( : ) 3/4" GYPCRETE (OPT ." ) TOP OF TOP OF WATER RESISTANT B , �� THIN;• T, (MATER RESISTANT $,ARRIER 3/4" THK. T&G SUBFL OR— a FLS FLOOR ,�. -� (2 LAYERS REQ EIS) (2 LLtS (ARE ) c�° TfaIUSS TRUSS : POLYETHYLEi►IE U W - P" LY`ETL1E HOUSE WRAP OR APPROAD DUAL:R' Oil LVED EQUAL SYSTEM ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRAC TO M 7/16" SHEATHING 2x RIBBON FASTENED � PROMNDE ' . T AFIPROVAL FOR R LNG 2x R N FASTENEp Efl I I ' (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRU S SY w) T FL ES c.�"" APPROVAL FOR ROOFING SYSTEM) SEE PLAN PIER TRUSS E ER T S E : > ALL ROOFING IiIOERLAYME( T TO BE ALL ROOFING UNDERLAYMENT TO BE WAINSCOT/TRANSIT SELF a R` DIED MEN SEE PLAN 111,.1 T/TR ►1SI1 ON cn bt, '" SELF-ADHERING POLYMER MODIFIED BIT EN S T ' f C I AS'IAE@ 1670 ' SHEET TO COMPLY WITH ASTM D 1970 f, . -�' 2x RIBBON FAS TT NED 2x RIIWN FASTENED ✓ ----` BATT t-- TO FLOOR TR S INSULATION RE ;,: R� PRE-ENG: RED WD TRUSS, 24'' O.C.' TO FL ES` INSULATION REQUI 2 X 6 WI 2" DIA. - - PER TRUSS E#IER AT GA ( S R : AT GARAGE (SEE ROUND VENT GY QC$) INSULATION SLACK ENERGY CALCS)@ PSE- BRED WOOD FLOOR ) � PRE-ENGINEERS WOE 24 O.C. 2X�t S �1A z �.` TRUSSES (VE*W VWr"^ /2"' RICA GYP. TSU ( Y W/ TRUSS 1/2" RIG!D;GYP. BOARD z t. METAL DRIP ENGINEER FOR 'tUS+ l �f) DIET ,> , �t P4R'FRUS LAYOUT) EDGE 1/2" GYPSUM EDGE 1X4 FASCIA " CEILRtlG INSULq�FlON 1/2 GYPSUM 1ALL DON 1XS FArCIA CEILING I CATION -» m x NERDY C CS. DSL. 2x SYP. W . TOL?P WALLBOARD ON STIP., ., (SEE ) . / W I LA (SEE EI► CA CS. DSL.. 2x SYP. IAS. TSP PLATE - �¢ 2X6 RAFTER TAIL ) WALL .� ULATICI�! � {. „ fE E._ GY �- 24 O.C. 1/2 SIGID GYP. SD. SCHEDULED W 0 VENTED SOFFIT W/3" 1/2'" RLGIQ G'YP. BD. E E�IEI Y CALCS a- w @ > lAd DBL. 2x SYP. WD. (SEE FLOOR PLAN!) DIAM. V( NT6 SCHEO LE W D0 1 0 3/8" P TE WINDOW ATTA : EI+Jt �I ��`'d+ 0. C., TYP. DRC. 2x Ste'. WD. ( E FLOORNCIOW ATTAR!)' T ( I f �,�„ f . TO PLA T F ,f ---HEADER , SEE FIIY! 1r� TOP PLATE ., ,„` ' HEADER , SEE FRAMOa I CEMENTITIOUS COMPLIANT W PLAN F H C +IT WIT+( F R SOFFIT OVERHANG 2x S1�F'. #2 WD. STUDS L 2x SNP. D. STUDS i ��,'; PLAN FOR SIZE AkD,,_ ;Wfl ” 1r O.C. TYP. FINISH MATERIAL �� 1 O.C., TYP. I PER ELEVATION FINISH WALL INSULATION z I EFER , WALL INSULATION 4 W MATERIAL PER (SEE ENERGY CALCS.) LSV. FOR (U, EKAGY CALCS.) 12 ELEVATION 2x SYP. #2 WD. HEADER LL. uu c,�y 2ac UP. $2 WD. HEADER -SEE SCHEDULE - SD E 3 us o car _ z - >- " o — SCHEDULED WINDOW SCHEDULED WINDOW �; SCHEDULED WiWOW SCHEDULED W ` (SEE FLOOR-PLA* *E;E FLOOR (SEE FLOOR Uj FLOOR PLAN) ��; 1/2" G 'SL* BOARD ON :,I I 112'" GYPSOM WLBOARD ON 1/2 GYPSUM OAR ONUj cn�..• ra o : 1/2 GYPSUM WALLBOARD ON . BD WALLBOARD � STUDS W7 WALL INSULATION STUDSW/ MrAL�. ULATIQN `' I Sit WALL 1S LATION STUDS W/ WALL LATION ' �-' EXTERIOR SHEATHING TO I EXTERIOR SHEATHING TO �; EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO :SEE ENEAtGY CALCS ( P�R( 1( ) i� ,'. BE FLUSH WITH THE EDGE ( ) BE FLUSH WITH'THE GE BE FLUSH WITH THE EDGE i;. ( ' E GY CAW " F S) FLUSH WITH THE EDGE (SEEyENEf�GY CALF) OF THE FOUNDIAiTION, 1MK' OF THE FO TION, 114" a OF TIE FOUNDATION, 1/4" o OF THE FOUNDATION, 1/4 2x SYP. IM2 WD. STUDS 2x SYP. #2 4�ID. STUDS ;'i 2x SYP. 12 WD. STUDS 2x SYP. #2 WD. STUDS DATION GAP BETWEEN I ! 1=6 O.C. T1pP. GAP BETWEEN Tl i GAP BETWEEN FOUNDATION t... . o GAP BETWEEN FOUNDATION @ 16 O.C., TYP. @ @ 1 O.C., Tom. I-W' O.C., TYP. AND SH€A' AN SCAT li SNEAT " zit AND SHEATHING , I; P.T. SAI.L PLAN 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE WATER RESwISTAI�IT BwMIt _. WATER RE 1STANT BARRR 1ANTER RESISTANT BARRIER t.. WATER RESISTANT BARRIER COI�INECT LTO FOUI> DATION z CONNECT WALL TO FOUNDATION i, C . CT WALL TO FCIUNDAT _ L:: CONNECT WALL TO FOUNDATION (2 LAYERS RE ED.) (2 LAYERS EQUIR�ED) (2 LAYERS REOWRED) o (2 LAYERS REQUIRED) PES F SLS PER FRAMMJG DETAILS T ; Its - PER FRAMING a. LS � c''n POLYETHYLENE HOUSE WRAP PO HYLEI�E OUSE POI�YETHYL�EINE HOUSE WRAP I�L1T'HYLEN HOUSE WRAP P' OR APPRO D U OR IIft L SYSTEM 1 PROVI C. T. TAL TERTE EAS SEM Chi AROIIED EQUAL S S EM w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE M P VID€ CONT. FETAL TER-MI PROTIDE CONT. I fAL TERMITE o FLASHING SHIELD UNDER SILL PLATE FLASHING SOLD R L PLATE FLASHING — LD AIDER L PLATE FLASHOIG SHIED U*DERS L PLATE n .' Uj FINISHED BASE MOULDING FFA#JSI D LDMIG SLED BASE 0ULDING FINI NED.BASE LDING All Flht. MAIN FIN. FLOOR _ _ MAIN FII . FLQ R MAIN FIN_. FLOOR 8 o ELEV @ 0-0 �.: E V ELEV Q 0 ELEV @ 0 0 a a , —I I 41MI I 4" COMIC W/ � � L 1-1 I I-1 ' 4" CONC SLAB W/ � ' 4 cQNc SL. W/ 4 CQNC SLAB W/ g a. -- VAS' R : y.. I EllVAPOR BARRIER I I—�I ( I—�I 1AAIR S ER. ,. I I=� VAPOR R a tu } ¢ Q — — -Q:� REFER TO tTRUCTURAI — — -- — REFER T T Z REFER TO STRUCTURAL E 0 S TURAL = REFER TO STRUCTURAL DWL�IGfQAt I— Da S FOR -_ I 1— DRAWINGS FOR - — — - — DRAWINGS FOR - - - _ ' Ell ( I- COARSE COUNT & �, �, J — COARSE C_ a �,. c S COUII �, - COAIRSE COUNT U FOOTIAlG SZ€ _ :�- FOOT11 = FOOTING SIZE ClIW = ` ti, = FOOTING SIZE -- r. �, — cq • 4 •. _ (PFIOVI D D BY • I—I (PRO — • A. (-1 (. D I — • •. I=) I (PROVIDED DED BY O c.i - — — , 1= OTERsj — I I= OT ) - �-_T —� ) 1= OT - _ — " 111= OTHERS) I_ — o ITS I = I I I— ' I I—I I �� I_ I_ OFFICE COPlE EXTER*,P% f% "VVIALL EXTERIOR WALL - � LU u `; ':bco 3 I H I 0 4 L SC 1I� 4 — STORY •, x SEC '( l 1 D 0 1 /0 .LEC ' f� c Uj SCALE: 3/4 1 -Q Q7 1'-0" S�LIE: I+R"' !,'_p.. S 11-0" _ "f � SCALE: 3/4" z' o *� SERIAL NUMBER: oil f X4.1 7- wTHE eek FNV0M69Wk"�aeMM rt+e r ASIPMENt a�or�A C M 2011 "' F SU �3" A FUN WSW CWNER DRYER-VENT (TYIN, K) ,e O -FLO GAS PIPE (TYPICAL): FOR GAS DRYER.ICY ,' on11-211 L# , _ - i 4 { y , COUNTERTOPS , ' DRYER VENT (TYPICAL) %, 9673 Z R A. 36" H I GW X i GABS YPI CA PIKE (TS.) G (T - - MIRROR ' F GO WR ONLY ( ITYS„ ) " OUTLET BOX - 1/4#p MIRROR DR�, VENT BOX- �{ CENTER SADEWAYS ATT. PER . IN BACKSPLASH 1/2 I CES t TIONS AIA �� Q Ovan G. Drummond,DRYER VENT BOX- AR 963s9 A►TTACW PER MFR. Manu;01 Gonzatez, A14, - X4 HALF WALL 'fREiCTI: S - . J t AR 5630 o " ill - P.T. SQL PINE cy P.T. L PLATE Sang-Yub Lee, PE , s,. r. M (IF SLAB OAS GRADE) *-, (IF ,,. . ON GLADE) 72328 .�4 uj CABINET uj TALQa 1. T4 BE GLUED TO L SET WIT44 REIAGNA RLE CLIPS TOHOW SECI ELY IN RL E. IIH � �k �k LL �-- 2. A IO3MS WITfI M�kRR S AIDJACEIT ANGLED WALLS, MUTT TG�HT AT IISDE NOTE: „ z `u[, >. C fit TNNL INSTALLED AT IDE CO 1. DRYER VENT BOX TO HAVE "KWCK OUTS FOR TOP, U ¢ � 1110701, O REAR VENT LOCATION. *OTE: BRACKETS REQUIRED IF ( (^j� J °' a a 3. INSTALLATION Of O TRIM, REMOVABLE CLIPS (VERIFY' CROR IS GLU © W c, �.}� o Cw to Of 0UNTERTOP CANTILEVERS MORE THAN 10 �+ p BE II G ALL CLIPS) TALL 1 AT PEWTER.' T SI UL� " ..: 2. DRYER VENT AND GAS PIPE SIDES AND MAXIMUM I— �, -19 I'LL N �" LE1 6TI MANUFACTURERS CIFIC,ATiOI S. ¢ u. r: t 1 z ,-' TOP OF BACK D IA IDE WALL CORNERS. = z � u. HALF ® s tL r �../ U p r,NT KITCHEN �1 ,LF /'"�1LL DETAIL INT-2 � � � �► DETAIL INT 3 Y �: �� DRYER w cam► _' � ", -1 SSC / '". _ „ p8 „ _ , „ ( ) a 0 m H- 1 1 -0 I NT-3 _j E " ' 0- SCALE: 1/ " = 1'-0" ( ) CA .E: 1/2 - 1 -0 E p E cv _ ;►:, TI OR STONE ON 1/2" COMPARE •. °- U H D IwA1CIO FACTURER'S O 3/" XT. PLY OOIQ [SIM 4f TUB & © rn TOLL p PUMP LOCATION TO CONTRACT EFER a VARIES - SEE PLANS WALL TILE REFER TO FLOOR PLAN, ; 2X BLOCKING BETWEEN 4IAR4ES BY MODEL 1 ROW OF TILE STUDS (3 WALLS) 2X4 Q.C. z ©. ` , . � CORNER SHELF VINYL LIFER (3 WALLS) EXTENDED 5" ®o UP WALLS (1) CERARIC CORNER Lu .o SKU AT 'A.F.F. 2X4 LEDGER rnn �u FLOOR TILE 100% SILICONE SEALANT BETWEEN F. TELE BACKER AID WET BED ROP Ilwi TUB E FLOOR TILE 2"" SHOWER DRAIN 2-2X4 THRESHOLD d J 2X4 CRIPPLES X L3 -' FLOODSTOP _: . . : . : TILE AT DOOR 2A#TO P.T. SUPPORT UNDER T IRESI LD WALL TILE WMW �C TACT TUB AS REQ. BY MAWFACTUI R S. a, Vit/. ;, .. mi ADJUSTABLE GA�Ir. COAT WETBED PLAN '�, � ► � CL W SHOWER DRAM LINER T IN SEALANT @ L "�' 2" SHOWER DRAIN FLANt OVER ROFI NG FELT (FR-33 ' Q ;� WALE: 31/4'" 1 '-O" (FR-33) MOTE: 3/4" X 9"' RADIUS MAI LE SHELVES WILL EST RE A►! SHAPE V�AIRES BY'VWa AS � f USED IN LIEU Of CERAMIC WHEN MARBLE/ WILL K _. ACC .- S. SHOWER ELEVATION ARBLE TILE OPTIONS ARE SELECTED. ARC1•III TURAL`KANS , EL. a Q W I ' u ui SHOWER uu PSI FRAMED STAN SHOWER SHELF L "N(,NT_�4 �? 1 Q 1 CURB I hIT EI POST T INTO FLOOR Q >- ," E: 1/ `►' 1 _ ( ) JOIST SELOI (TEND TO 3 ui 4 m SCALE: 3/4 1'-0" N BOTT Of FLJ OR JOISTS. N go END POST TO„ I NETRATE � w � . FACE RAIL E POST TO i1LOC ,�uj ►v 2x BLOCKING T1EEN ' ,. F TRU ..A�GA4NST J " EIS RAST. / o FLOOR. ui Gi ,�L // /// r ' ui tu \// z v A " "p FLOOR TRUSS.Ln NAILS(TYP) ui u r. p tA,.1 C� ui w ui uj G iC3 +m C� Z co CA W FR-34 CALF IAIALL TI E— I T I . OFFICE COPY �s U. Q.T.S. (FR-34) SERIAL NUMBER , r �` �► 14.1 Cash Register Receipt Receipt Number City ofAtlanticBeach • • • DESCRIPTION ACCOUNTQTY PAID PermitTRAK $55.00 RES17-0098 Address: 1750 ATLANTIC BEACH DR APN: 169505 1660 $55.00 WALL SHEATHING 12/07/2017 MJ $55.00 WALL SHEATHING 12/07/2017 MJ 1 45500003221002 0 $55.00 • • : . $55.00 Date Paid: Wednesday, December 13, 2017 Paid By: TOLL FL VI LIMITED PARTNERSHIP Cashier: BA Pay Method: CREDIT CARD 9 f Printed: Wednesday, December 13, 2017 4:24 PM 1 of 1 1 RAW 1 Cash Register Receipt Receipt Number • City of Atlantic Beach � • DESCRIPTION • CITY PAID PermitTRAK $110.00 RES17-0098 Address: 1750 ATLANTIC BEACH DR APN: 169505 1660 $110.00 REINSPECTION $110.00 REINSPECTION 455-0000-322-1002 0 $110.00 TOTALPAID BY RECEIPT: R4308 $110.00 Date Paid: Wednesday, February 21, 2018 Paid By:TOLL FL VI LIMITED PARTNERSHIP Cashier: LE Pay Method: CREDIT CARD 8 Printed:Wednesday, February 21,2018 3:27 PM 1 of 1 /1 TVWT