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1792 Atlantic Beach Dr new single-family home permit ?s 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: 17-SFR-3538-01 Description: Estimated Value: 334320 Issue Date: 5/10/2017 Expiration Date: 11/6/2017 PROPERTY ADDRESS: Address: 1792 ATLANTIC BEACH DR RE Number: PROPERTY OWNER: Name: Address: GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: 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. psar�;. City of Atlantic BeachAPPLICATION NUMBER Boo Seminole Road 3' Ds Building Department (To be assigned by the Building Department.) Atlantic beach,Florida 5445 MAR z 1 2017 17-5 F - Fax 3 g Phone(904)247-5626 Fax(904)24 5 Fl j;n9> E-mail: building-dept@coab.us —_ Date routed: 3/ Z1 I17 City web-site: hftp7/www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1792 De rtment review required Yes No Build Applicant: 1 oL.C_ Ft-- anning &Zomn (� P � Tree Administrator I— Project: �( tJr`1 6- AnI L.y R (Da ublic Wor s uic Utilitie 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 r(Circle ing Department First Review: [Approveed. ❑Denied. 3dt'�9 one.) Comments: UILDING ING&ZONING Reviewed by: Date�� EEADMIN. Second Review: ❑Approved as revised. ❑ nied. LIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: e: Reviewed by: Dat Revised 0914/09 I C O � Wo Alive 67 _K �� J 0� L V t n jv1t�1lJri ^3 ~ n C TY OF ATLANTIC BEACH PUBLIC UTILITIES J v 1200 Sandpiper Lane GO.I Or ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3- Z.3 -17 Project Address: /7 9 Z AT1,1A/7/C SC 9-i Z-),— No. of Units: I Commercial_Residential vl" Multi-Family New Water Tap(s)&Meter(s) Meter Sizes) 3� New Irrigation Meter ✓/ Upgrade Existing Meter from to (size) New Reclaim Water Meter t/Size 3�`/ New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# l7-SFR -353£3 Water System Development Charge S NC), Sewer System Development Charge $ 0 1), OG Water Meter Only $ t S 06 -A Reclaim Reclaim Meter Only $ /rte 00 Water Meter Tap $ (-tes) Sewer Tap $ Cross Connection $ SO, W - Other $ TOTAL APPROVED: Kavle Moore. PE (- (Deputy PWDirector or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED R.O.W. Permit Attachment of for R.O.W. Permit# issued- ' 2017 Atlantic Beach, FL 32233 Owner's Name: Toll FL VI, LP Property Address: 1792 Atlantic Beach Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 66 R.E. #: 169505-1625 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this_day of 20_,by Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY"and Toll FL VL 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 tight to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: Pavers in the Right of -Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be given by certified mail,return receipt requested, to the following address: 160 Cane May Ave. Ponte Vedra FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised Utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but most be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 oft 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 SIGN s 7A day of 12017. By: Ste 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 7th day of March 2017,personally appeared before me, a Notary Public in and for said County and State, Duval. Florida the property owner of 1792'Atlantic Beach Drive Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. ASHLEVANNROGERS Nnta1 Ib iC m for sal Ounty arZ StateMY COMMISSION k GG019753 EXPIRES Auyuat OS,3020 CITY OF ATLANTIC BEACH, FLORIDA,a municipal corporation: Approved: •BeeR.heytQ Publi Vorks Director 10,1401 �. aco(iOv;N� le For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 I S�f'La�r. CITY OF ATLANTIC BEACH J� tr1 800 Seminole Road Atlantic Beach,Florida 32233 tt Telephone 904 247-5800 U FAX(904)247-5845 REVISION REQUEST SHEET Date: 03/31/2017 Received by: Resubmitted: Permit Number: 17-SFR-3538 Original Plans Examiner: Derek Reeves Project Name: Atlantic Beach Country Club Project Address: 1792 Atlantic Beach Drive(Lot 66) Contractor: Toll Brothers _ Contact Name: Ashley Rogers ___ Contact Phone : 904-595-5243 Contact a-mail: arogers@toflbrothers.com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: New arch plans to show the her t measured from-rade to hi est oint New site plan to reflect theALlo_qation 3.freet from the side, ro linI III ArH J 2017 Li Additional Increase in Building Value: $ Additional S.F. ---- Site Plan Revised: Yes Public W1 U Approval: ---- By signing below. I(prim name) Ashley Rogers_ ___ affirm that the above revision is inclusive of t> ed changes. /1 __ 03/31/2017 Signatureo Contractor I Ager tcomme um sign iriumlu in raln:niun) fete _-ollie UW only Und.: _ Ap :�o Rajcamd: NofiGNby: Plan Review Comments: De artment review regwired Yes No w din Fanning &Zoninj> _._..._ ._......____ _.._. Tree Administrator ns Exmniner u Ile works 'Public UtilitiesO�17 Public Safety fff--- FireSemices Date cRnm a�nnr....r �`ToH Architecture MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Verda,Florida 32081 CC: Ashley Rogers, Hector Cruz, Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: January 11, 2017 RE: Atlantic Beach Heritage- Lot 0066 Captiva/Caribbean—AO#145976 Revision Set On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised the corners at the Entry parapet and added an overall building height dimension from grade; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF FZ ° AR9 0 V'Jp00 .p 00 r ti FRED A�yG Manuel Gonzalez,ALL AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 • (407)248-5800 • FAX:(407)248-5899 PHILADELPHIA•ORLANDO • DALLAS • SEATTLE A TOR TIY1f1 M COMPANY Marr City of Atlantic Beach APPLICATION NUMBER o� Building Department (To be assigned by the Building Department.) �i BOO Seminole Road nECE1VE i7-s F2 - 3s 38 " Atlantic Beach, Florida 32233-5445 'I�f' fJ s Phone(904)247-5828 - Fax(904)2 845�AR 2 1 2017 7 y? E-mail: building-dept@�coab.us Date routed: 3 Z Cityweb-site: http:/Avww.coab.us BY:_ APPLICATION REVIEW? AWDTRACKING FORM Property Address:l7-1(] Z 1�TLAQTIQ I7EA(2- Deartment review required Yes No Build Applicant: TOC-(__. F(- nning &Zomn [� Tree Administrator Project: Sl tJ 1- L u2cW liili tie to Public Safety Fire Services Re" Other Agency Review or Permit Required Rev'of Permew or Receipt Date FloridalDept.of Environmental Protection it Verified B Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobago Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: - BUILDING PLANNING &ZONING //AA Reviewed by: i"�v�_Date: 3 L211 Z TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 05114/09 CITY Or ATLANTIC BEACH 800 Seminole Road j Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: 03/31/2017 Received by: Resubmitted: Pemtit Number: _ 17-SFR-3538 Original Plans Examiner: Derek Reeves Project Name:_Atlantic Beach Country Club_ Project Address: 1792 Atlantic_Beach_Drive Lot 66 Contractor: Toll Brothers _ Contact Namo: Ashley Aogers__ Contact Phone :_904-595-5243 Contact e-mail: arogers@tollbrothers.com Revision/Plan Checle/Permit Fee(s)Due: $ Description of Proposed Revision to Existing!Peppin New arch plans to show the heft measured fromde to hi hest oint r i New site DIan to reflect the A/C location 3 fre dgp3gperty linAUP F01 7- Additional Increase in Building Value: $ Additional S.F. - Site Plan Revised: Yes Public W/U Approval: ---- - By signing below. I(prim name) Ashley Rogers _ affirm thatthe above revision is inclusive of t> l r e I changes. —_....._.. ... 03/31/2017 _v Signature oorCm4actor Date /I ORtt Use Only Duns _.- All..:V �� aoiccWd: __. Noiifiwlby: Plan Review Comments: (Awl r: l�_Jg`r�20 t/4t— De artment review required Yes anning BZomn - - _--- ------- TfeeA mimstm r Plans Examiner u tic Works _ uhlic U[ili �'] Public Saf Fire Services Date cnnm unao an.: Zoll Architecture W MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Verda,Florida 32081 CC: Ashley Rogers, Hector Cruz,Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: January 11, 2017 RE: Atlantic Beach Heritage - Lot 0066 Captiva/Caribbean—AO#145976 Revision Set On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised the comers at the Entry parapet and added an overall building height dimension from grade; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF F4 .°0000 °0 CO C} ° e° AR9 D Gal ° 1�t4 FRED ARG' ' Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 • (407)248-5800 ■ FAX:(407)248-5899 PHILADELPHIA■ORLANDO • DALLAS ■ SEATTLE A °16 ' 11 3TUthCIS COMPANY 0`?oll Architecture W MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue Ponte Venda,Florida 32081 CC: Ashley Rogers, Hector Cruz,Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: January 11,2017 RE: Atlantic Beach Heritage -Lot 0066 Captiva/Caribbean—AO#145976 Revision Set On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised the comers at the Entry parapet and added an overall building height dimension from grade; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF Ft y�Q .00000 00 lA L 9 0 o AR9 0 00.0 FRED A�G�ti. Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 • (407)248-5800 ■ FAX:(407)248-5899 PHILADELPHIA■ORLANDO • DALLAS • SEATTLE A TOfl TrothCis COMPANY City of Atlantic Beach APPLICATION NUMBER o° r Building Department (To ba assigned by the Building Department.) - 800 Seminole Road Atlantic Reach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 3 Z Cityweb-site: hup://www.00ab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 17g2_ /�TLArU7tP LEACL4 De rtma treview re uired Yes No Build' Applicant: ( CX-L FL nriing&Zomn Project: S( Tree Adminis ra or A.J L- _ ublic Work ublic Utilihe _ Public Safety Fire Services Review fee $ gept 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 rBUILDING ng Department First Review: ❑Approved. ,Denied. rcle one.) Comments: u NG&ZONING Reviewed by: Date: u' E ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES / PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06/14/09 ZONING REVIEW COMMENTS City of Atlantic Beach r Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 03/26/17 Permit: 17-SFR-3538 Applicant: Toll Bros.,Inc. Review: vt Address: 160 Cape May Avenue,Poore Vedra, FL 32081 Site Address: 1792 Atlantic Beach Phone: (904)217-0739 Drive RE#: Not assigned Email: arogers@tollbrothem.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. 2. Height: 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 on plans. Derek W. Reeves OFFICE COPY Planner dreeves@coab.us OFFICE CO� [TV OF ATLANTIC REACH d Y 1 800 Seminole Road Atlantic Beach,Florida 32233 A fA Telephone(904)247-5800 FAX(904)247-5845 I REVISION REQUEST SHEET Date: 03/31/2017 Received by: Resubmitted: Permit Number: 17-SFR-3538 Original Plans Examiner: Derek Reeves Project Name: Atlantic Beach Country Club __ Project Address: 1792 Atlantic Beach Drive(Lot 66) _ Contractor: Toll Brothers — Contact Name: Ashley Rogers __ Contact Phone : 904-595-5243 Contact e-mail: arogers@tollbrothers.com Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: New irch plans to show the height measured from grade toto hiatest oint is3'ooEs�rtr uFe 1 New site glan to reflecfahe A/C location 3 free[from,the side oromerty line Additional Increase in Building Value: $ Additional S.P. —' Site Plan Revised: Yes Public W/U Approval: By signing below. I tpdm name) Ashley Rogers affirm that the above revision is inclusive of the p ed changes. l / 03/31/2017 Signaturenil Contmetor/Age ewuu utt sign if incmxse in value�ioN Date Offine Usa Onir— --�- nme: XZ�tt Approval: A= Rejeuwl__ NoiifiWby: Plan Review Comments: Department review ns wired Yes No m ding __ -rFa—nning&Zonin Tree Administrator 1! " Plans Exandner -Mulillkc Works Public Utilities Public Safely Fire Services Date a...aarmio an.n ZONING REVIEW COMMENTS J3 r �'sl City of Atlantic Beach J ; Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 9Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 03/26/17 Permit: 17-SFR-3538 Applicant: Toll Bros.,Inc. Review: 1" Address: 160 Cape May Avenue,Poore Vedra, FL 32081 Site Address: 1792 Atlantic Beach Phone: (904)217-0739 Drive RE#: Not assigned Email: mogers@tollbrothers.com Correction Comments 1. A/C Location: The SPA text for the Atlantic Beach Country Club requires mechanical equipment to be at least 3 feet from side property lines. Please show that this is being met or revise accordingly. 2. Height: 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 on plans. OFFICE COPY Derek W. Reeves Planner dreeves@coab.us �`?oll Architecture 11 MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue OFFICE COPY Ponte Verda, Florida 32081 CC: Ashley Rogers, Hector Cruz,Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers,Inc. DATE: January 11,2017 RE: Atlantic Beach Heritage- Lot 0066 Captiva/Caribbean—AO#145976 Revision Set On the above referenced lot, this letter shall be used to revise or clarify the following condition(s): 1. Revised the comers at the Entry parapet and added an overall building height dimension from grade;clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF F( 000000 0 }� Q loe 0 o�o e VI 0000000 000 00 FRED ARG ' Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 • Orlando,FL 32819 • (407)248-5800 ■ FAX:(407)248-5899 PHILADELPHIA•ORLANDO • DALLAS • SEATTLE A Toll cBrotheP3 COMPANY �`?oH Architecture ) MEMO TO: Stacia Moore Atlantic Beach Heritage 160 Cape May Avenue OFFICE COPY Poore Verda, Florida 32081 CC: Ashley Rogers, Hector Cruz, Jim Palm FROM: Manuel Gonzalez,AIA Toll Brothers, Inc. DATE: January 11, 2017 RE; Atlantic Beach Heritage- Lot 0066 Captiva/Caribbean—AO#145976 Revision Set On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised the comers at the Entry parapet and added an overall building height dimension from grade; clouded and tagged on sheet A5.81. Please feel free to contact this office if there are any questions regarding this matter. Sincerely, OF F( 000000 S o t 0 0 0 0 I. G\°00 o 0 t4 0 f�FRED Manuel Gonzalez,AIA AR 96730 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 a Orlando,FL 32819 • (407)248-5800 • FAX:(407)248-5899 PHILADELPHIA•ORLANDO • DALLAS ■ SEATTLE A `loll Trothels COMPANY City of Atlantic Beach APPLICATION NUMBER P Building Department (To be assigned by the Building Depanment.) 'r 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 ".pa rl E-mail: buildingdept@wab.us Date routed: 3/ Z , (7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7-/ L�Tt_A ADTtP ACl-( De artment review re uired Yes No r Build' Applicant: IO(_(... r L n-ing&Zonln PTree Administrator Project: S(N,7 L �- (- m(�y A\ Cr(1F ublic Work ublic Utilitle Public Safety Fire Services Review fee $ Dept Signature M gency Review or Permit Required Review or ReceiptDate of Permit Verified Bept.of Environmental Protectionept.of Transportation River Water Management Districtrps of Engineersof Hotels and Restaurantsof Alcoholic Beverages and Tobacco APPLICATION STATUS rTREE rtment First Review: roved. ❑Denied. ) Comments: �/ NING Reviewed by: Date: 7 -y r7 N. Second Review: ❑Approved as revised. ❑Den d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as rovised. ❑Denied. Comments: Reviewed by: Date: Revised 09114/09 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach,FL 32233 Office (904)247-5826 Fax(904) 247-5845 17- SFR - 3 S 3g Job Address: 1792 Atlantic Beach Drive: Atlantic Beach, FL 32233 Permit Number: Legal Description Lot 66 Atlantic Beach Country Club Unit 1 67-52-08-2S-29E.165 Parcel Floor Area of Sqq.Ft. Sqq.Ft Valuation of Work$ 334320 Proposed Work heatedfcooled2 813 non-heated/cooled1 036 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)((circle one): Commercial Residential If an existing structure,is afire spirm er system installed?(Circle one): N/A Florida Product A proval #See attached For multiple products use pro— net approval form Describe in detail the type of work to be performed:New Residential Construction Property Owner Information: MAR 1 7 2017 Name:TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue City Poole Vedm State FL Zip K2081 Phone 904 217-0739 E-Mail or Fax#(Optional)arogers@tollbrothers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: aroeeraQtollbrothers.com Company Name:Toll Bros.,Inc.Qualifying Agent: Steven R Merten Address: 160 Cape May Avenue City Pante Vedm State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# T I Ii re— 1 Engineer's Name&Phone# �y i1V11 !a1' r�l� - akI Fee Simple Title Holder Na d Adilmssnij FL uanV1 mi+cd Partnevship Bonding Company Name and Address N Mortgage Lender are and Address MIA Application is hereby made m obtain o permit to do the work and installations as indicated. I cert f,that no work or installation has commencedprior to the ¢nuance of a permit and that all work will be performed to meet the standards ofall laws regula j g construction in this jurisdiction. This permit becomes null and void fwark a not commenced within six(6)months,or li construction or work is suspended or abandoned for a period afsis/6J months at anytime ager work is commenced. !understand that separate permits must be secured for Elect ml Work, Plumbing,Signs, Wells,Poo s, Furnaces,Bothers, eaters, Tanks and Air Consolaners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that/have read and examined this alp, ication and know the same to be true and correct. All provisions oflaws and ordinances governing this type of work wit!be complied with whether spem ted herein or not. The grantingg of a permit does notpresume to give authorily to violate or cancel the provisions of any otherfedzDivision ng construction or the performance ofcomtruction. Signature of OwnerSignature of Contractor Print Name StevenPresident Print Name Steven Merten,Division Sr Vice President Before me Before me this 7 Day of March 2017 this 7 Dav of arch 2017 Notary Pu c NotaryPublic ASHLEY ANN ROGERS MY COMMISSION N 00019153 Revised 01.26.10 EXPIRES Au9uat 09,2020 ryASHLEY ANN ROGERS ; "lf« _^ MV OomieSSION 000019163 EXPIRES Auqunt 09.2020 OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY pp ea a Codes:2 Review Result (circle one): Approved Disapproved Approved w/ Conditions I ' Review Initials/Date: 17VA Development Size i Habitable Space-2S/3 ZR Non-Habitable /o36 s. F. Impervious area Miscellaneous Information Occupancy Group 6L-3 Type of Construction V Q Number of Stories Zoning District t5 C C Max. Occupancy Load wire Sprinklers Required 7loodZone t< ;onditions/Comments: i permr � '-.* /7- 3F'2- gs39 NOTICE OF COMMENCEMENT OFFICE COPY Stam of: FLORIDA Tax Folio No. 169505-1625 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 66 Atlantic Beach C u ny Club nit 2 67-132 08-2S-29E.165 Address of property being improved: 1172 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 of the improvement: FEE SIMPLE /J Fee Simple Titleholder(if other than owner): W. Notate- contractor.,Contractor: TOLL BROS.,INC Address: 160 CAPE MAY AVE PONTE VBDRA FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond 8 Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN Division Sr.Vim President Address: 160 CAPE MAY AVE P lTEVEpgA,FL320SI Telephone No: 904-217-3852 Fac No: 904-460-2683 addition to himself, owner designates the following 713.06(2)(b),Florida Starnes. (Fill person to receive a copy of the Lienor's Notice as provided in Section 71in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one 1 specified): Oyear from the dam of recording unless a different date is THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed. Date: 3 7/7 Before me til' �_day of in the County ofDuval, State OFFI 'da,hes personally appeared ,� 1oc#2017063200,OR BK 17914 Page 2252, Notary Pu He at Large,State ofF ori C lumber Pages:1 My commission expires: �r(nTy ofDuval. ecarded 03117/2017 at 0421 PM, I Personally Knows: O ni v onMe Fussell CLERK CIRCUIT COURT OUVAI Produced Identification: or ECORDING$10.00 r MV COMMISSION#GG019753 I EXPIRESAuguet09,2020 no n C F G C •O• � O N ii O `� C � < a ° � � m o m Z yJ' W 1�p1 0 N ° o 'o a a a y m � 3 r r r r r r r r w O Q O y W N b y O N R P w it N a b O n W ty m 0 0 m ( { ( k § ( \ ! - } / ® f { ( [ § + ! ( / / ` a ! K r \ K { \ . LU { ! | * ! ! E { ! [ f ) o r & ! ! ! ! ! i [ o � ° y; l } } { ` ( | A (\ tv E 9 ! [ ! § a ) } E \ \ / / \ & , ■ - _ E } ® _ ! § ! ! ) / m0 / ( [ ƒ \ � \ 43 | ~ k \ \ . (\ k \ � r � ] \ � } } ! ! / \ OF } / \ \ ' ( � ) \ ! ! 0 � - B m n 0 � OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: Captive 2813 Right NE Permit Nem.: Toll a Atlanrs,tic Inc. Street: 1792 Atlantic Beach(Lot 66 AB) Pannil Office: Atlantic Beach City,State,Zip: Atlantic Beech ,FL, Permit Number. Owner Toll Brothers,Inc. Judsdidion: 261300 DeBign L...tbn: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Type (2656.7 sgft.) Insulation Area a.Frame-Wood,Eaters r R=19.0 2320.00 ft' 2. Single family or multiple family Singl.famlly b.Frame-Wood,Atli...nt R=13.0 338.67 ft' 3. Number of units,if multiple family 1 c.NIA R= W 4. Number of Bedrooms 3 d.N/A R- ft, 10.Calling Types qR.) Insulation Area 5. Is this a worst case? Na e.Under Alf anted) R=38.0 2590.00 fl B. Conditioned floor area above gretle(ft') 2073 b.Under A c Nen R=19.0 223.00 R' c.N/A R= ft' Conditioned Boar area below grade(ft') 0 11.Duds R ft' 7. Windows(339.0 SOL) UO tArea a.Sup:Arlo,Ret:Aid ,AH:Garage 8 5498 U-Fedor. O 339.00 ft• SHGC: S 12.Gaoling systems Mum, Efficiency b. U-Factor: W ft- e.Central Unit 36.0 SEER:14.00 SHGC: c. U-Fedor. N/A fP SHGC: 13.Heating systema kBtu/hr Efficiency d. U-FadoC N/A ft' a.Electric Heat Pump 38.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 6.083 R. 14.Hotwater systems Area Weighted Average SHGC: 0.300 a.Natural Gas Tankiess Cap:1 gallons S. Floor Types (2813.0 agft.) Insulation Area EF:0.600 a.Slab-On-Grade Edge Insulation R=00 2813.00W b. Conservation features b.NIA R= ft' None c.N/A R= ft' 15.Credits Petal Total Proposed Modified Loads: 63.00 PASS Glass/Floor Area: 0.121 Total Baseline Loads: 63.78 I hereby certify that the plans and specifications covered by Review of the plans and OQTHE ST4, this calculation are in whipllance with the Florida Energy specifications covered by this 0 Code. calculation Indicates compliance - ss ' with the Florida Energy Code. •�n�r4'w%: . ys; „ O� PREPARED BY: sBefore constmction Is completed DATE: -tea. i this building will be Inspected for compliance with Section 553.908 I i herebyg certify that this building,as designed,is in compliance Flodda Statutes. with the Florida Energy Cod . �C D WE J� OWNER/AG T: BUILDING OFFICIAL: DATE: DATE: ---- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. I 2/22120173:18 PM EnergyGauge®USA-FlaRes2014 Section R405A.1 Compliant Software Page 1 of t FORM R405-2014 PROJECT Title: Captiva 2813 Right NE Bedrooms: 3 Address Type: Street Address Conditioned Area: 2813 Lot# Building Typo: User Total Stories: 1 Blcck/SubDlvision: Owner. Tall Brothers.Inc. No PlatBook: Rotatworse Casa: I #01 units: 7 Rotate Angle: 0 Street: 1792 Atlantic Beach(Lo Bulkier Name: Toll Brothers,Inc. County: Dwal Permit Offch ice: Atlantic BeaCross Ventilation: No Whole House Fan: No City,Ste[e,Zip: Atlantic Beach Jurisdiction: 281300 FL, Family Type: Single-family New1ExislNg: N.(From Plans) Comment: CLIMATE IECC Design Temp Int Design Tamp Herding Design Dally Tamp Design Location TMV She Zane 97.5% 2.6% Winter Summar Degree Days Moisture Range FL,Jacksonvllle FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Noma Area Volume -- '—----— Number --- - — _ _ 1 Blockl 2813 28130 SPACES Number Name Ares Volume Kitchen Occupant. Bedrooms Ingl ID Finished Coobdt�Heeled 1 Main 2813 28130 Yes 4 3 1 Yea Yea Yea FLOORS # Floor Ty pe Space Perimeter R-Value Area Tile WO0 0 1 od_Caryel_ ,G/ 1 Slab-On-Grade Edge Insula110 Main 223.8 ft 0 2813 M — ROOF Roof Gable Roof Solar SA Emid Emitl—_Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Inert (deg) 1 Gable or shed Cempmiltionshingles 314610 704 ft2 Medium 0.6 N 0.9 No 0 26.6 ATTIC 1/ # Type Ventilation Vent Ratio(1 In) Area RBS r IRCC 1 Full auto Vented 300 2813 ft' N N CEILING # Coiling Type Space Ft4alue Ins Type Area Framing Fac-Twee Type 1 Under Atllc(Vented) Main 38 Blown 25501' 0.11 Mod EZ2 Under Attic(Vented) Mein 19 Blown 2231' 0.11 Wootl 212280173:18 PM EnergyGauge®USA-FlaRae20145eMbn 8405.4.1 Compliant Software Page 2 of 5 FORM 8405-2014 WALLS Adocent Caviry Width Haight Sheathing Framing Solar Below iR-Omt-tiWeII S/pe Space R-Value-F1_InG2tle°./ _ 1 HE Exterior Frame-Woad Main 19 22 8 10 0 226.7 ft* 0 0.23 D.6 0 ✓ 2 SE Exterior Frame-Wood Main 19 78 0 10 0 780.0 ft' 0 023 0.6 0 V SW Exterior Frame-Wood Main 19 45 0 10 0 460.0 ft' 0 0.23 0.6 0 4 NW Exterior Frame-Wood Main 19 78 0 10 0 780.0 It, 0 0.23 0.6 0 5 HE Garage Frame-Woad Mein 13 33 8 10 0 336.7 ft' 0 0.23 0.01 0 6 W Exterior From-Wood Mein 19 4 2 10 0 41.7 ft' 0 023 0.6 0 V'7 S Exterior From-Wood Main 19 4 2 10 0 41.7 ff 0 0.23 0.6 0 DOORS g Dart Door Type Space Storms U-Value Width Height Area Ft In Ft_ In 1 HE Wood Mein None .4 3 8 248 2 NE Wood Mein None A 2 8 8 21.3 ft' WINDOWS Orientation shown la the entered.Proposed orientation. J WeII Overhang p Orin ID Frame Penes NFRC U-Fedor SHGC Area Depth Separation Int ShadeScreening 1 NE 1 Vinyl Low-E Double Yes 0.33 0.3 18.0 ft• 5ft4 in 1ft0 in Dmpearbllnds Exterlor5 _ 2 SE 2 Vinyl Low-E Double Yes 0.33 0.3 15.0 W1ft41n 1ft0in Drapesrbllnds Exterlor5 3 SE 2 Vinyl Low-E Double Yea 0.33 0.3 24.0 ft' 1 It 41n 1 ft 01n None Exterior 5 4 SE 2 Vinyl Low-E Double Yes 0.33 0.3 12.0 M i ft 4 in 1 It 01n Nona Extedor 5 ,L 5 SW 3 Vinyl Low-E Double Yes 0.33 0.3 30.0 ft' ift41n tft01n Drapeelblinds Exterior 6 SW 3 Vinyl Low-E Double Yes 0.33 0.3 15.0 ft' 11 ft4in 1ft0in None ' Extedor5 J� 7 SW 3 Vinyl Low-E Double Yes 0.33 0.3 128.08 11 ft41n ift0ln None Exterlor5 8 NW 4 Vinyl L EDouble Yes 0.33 0.3 12.0 ft11t 41n 1ft01n None Exterior 9 " 4 Vinyl Law-E Double Yes 0.33 0.3 30.0 ft' ift41n ift01n None Exterlw6 _ 10 NE 1 Vinyl Law-E Double Yea 0.33 0.3 15.0 ft' 7it41n 1A01n None Exterior 11 NE 1 Vinyl Low-E Double Yes 0.33 0.3 3.0 ft' 7ft41n 1fl01n None Exterior _ 12 HE i Vinyl Low-E Double You 0.33 0.3 3.0 ft' 1 It 4 In 1 fl 0 in None Exterior 5 _ 13 SE 2 Vinyl Low-E Double Yes 0.33 0.3 4.0 ft 1 ft 41n i 1101r, None Exterior 5 14 W 6 Vinyl Low{Double Yes 0.33 0.3 15.Dft' ift41n ift01n Drapesiblinds Exteriors 15 S 7 Vinyl Low-E Double Yea 0.33 0.3 15.0 N' 1 ft 41n 1 ft 01n Drapealblinds Exterior 5 GARAGE p FloorArea Calling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 626 M 625 ft 64 fl loft 0 =2MV 3:16 PM EnergyGauge40 USA-FleRes2014 Section R405.4.1 Compliant Software Pege3o(5 FORM R405-2014 INFILTRATION q Scope Method SLA CFM 50 EIA EgLA ACH ACH 50 1 Vaholehouse Pmpbeetl ACH(50) .000316 2344.2 126.65 242.02 .2446 5 I HEATING SYSTEM tl[{[ k System Type Subtype Efficiency Capacity _ Block Ducts_ _ 1 Electric Heat Pump Split HSPFS.2 36 kBtulhr 1 sysWt COOLING SYSTEM — _ A _ System Type _ _ Subtype Efficiency Capacity Air Flow SHR.__Block— DurEa_ �L 1 Central Unit Split SEER:14 36 kBlulhr 1060 cfm 0.7 1 sys#1 HOT WATER SYSTEM k System Type SubTypa Location EF Cep Use SetPnt Concervatlon ___ i Natural Gas Tenkksa Fxterbr 0.6 tgal 80.8 gel 120 tle8 Nana V 2 Natural Gas Tankkas Eatedor _ 0.6 1gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage —J— Cart 0 Company Name System Model al Collector Model If Area Volume _FEF �L one Nona fl� DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC0 A Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Aftic 6 549.6 ft A61c 137.4 ft Default Leakage Garage (Daraulq (Default) 1 1 TEMPERATURES Programable Thermostat:Y Gelling Fans: Cooling Or01 Jan 11Fab I��0XO77I Mar 1`rf� Apr rr May Jun Jul r0(I1A Se Oct rD0r(( Nov Dec Heating [ JJan HFeb IXI Mar I��APr [ �MaY ��Jun Jul [ 1A a r�SeP Oct [X�Nov ��Oec HardVenting 22220173:16 PM EnergyGaugoOUSA-FlaRes2014 Sedion R405.4.1 Compliant Software Page 4 of FORM R405-2014_------_ _ ----------------- Th.031"tat Schedule: HERS 2006 Reference Hou. Schedule Type 1 2 3 4 5 6 7 8 0_— 10 11 12_ Gaoling(M) AM 76 78 78 78 78 78 78 78 80 80 f 80 60 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) 76 70 78 AM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 6B 8 68 8 68 6 68 66 66 HeatNg(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 66 68 Be 71]2120173:16 PM EneMyGouge®USA-FlaRes2014 Section R405A.1 Compliant Software Page 5 of I KORM 9405-201ENERGY PERFORMANCE LEVEL (EPL) s DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Energy Performance Index, the more efficient the home. 1792 Atlantic Beach (Lot 66 AB), Atlantic Beach , FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. sings.family or multiple family a.Frame-Wood,Exterior R=19.0 2320.0010 b.Flame-Wood,Adjacent R=13.0 336.67 f? 3. Number of units,if multiple family 1 c.N/A R= ft- 4. Number of Bedrooms 3 d.NIA R= ft• 5. la this eworet ceseT No 10.Gelling Types Insulation Area a, Untler Attic(Vented) R=38.0 2590.00 fi- e. Conditioned floor area(ft') 2813 b.Under Attic(Vented) R=19.0 223.00 ft' 7. Windows- Description Area cR= ft Duct e. U-Fedor: Dbl,U=0.33 339.00 IV 11.Ducts R ft a.Sup:Attic,Rat:A111F AN:Galatia 6 519.8 SHGC: SHGC-0.30 b. 1.1-Factor. NIA fP SHGC: 12.Cooling systems kBtuRir Effidency a U-Factor: N/A fl a.Central Unit 36.0 SEER 14.00 SHGC: d. U-Fadar. N/A IF 13.Heating systema kBtuthr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:B.20 Area Weighted Average Dvarheng Depth: 6.083 ft. Area Weighted Average SHGC: 0.300 e. Floor Types Insulation Area 14.Hot water systema Cap:i gallons a.Slab-0R Slab-0n-Grade Edge Insulation R=0.0 2813.00 z.Natural Gas EF:0.6 Is.NIA R= ip b. Conservation features a N/A R= ft' None 15.Credits Petal I certify that this home has complied with the Florida Energy Efficiency Code for Building 65y. Construction through the above energy saving features which will be installed(or exceeded) �Df ; flrF 0 in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliatures. Builder Signature: I ,,�,' Date: 3 ( "7 a° Address of New Home:j j)6Z 'hl L ,1 I G P)M( .'L J)f City/FL Zip: {FR r FL et4'C0 3225 3 owE� *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) 636-1492 or see the EnergyGauge web site at energygauge.com for Information and a list of certified Raters, For Information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. "Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7122/20173:16 PM EnergyGauge®USA-FleRes2014 -Section R405.4.1 Compliant Software Pagel oft FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinq Performance and Prescriptive Methods ADDRESS: 1792 Atlantic Beach(Lot Be AS) Permit Number. Attend.Beach ,FL, MANDATORY REQUIREMENTS See individual code sections for full details. r7✓ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card he Completed and Codified by the builder to be accurate and cored before final approval of the building dor occupancy.Florida low [Section 553.9005,Florida Statues]requires the EPL display Card to be included as an addendum to each sales contract for both presold and nonpresoid residential buildings.The EPL display card contains information Indicating the energy performance level and efficiencies of Components installed in a dwelling unit.The building official shall verify that the EPL display Card Completed and signed by the builder accurately reflects the plans 011/ and specifications submitted to demonstrate Compiancefar Me building.A copy of the EPL display Card can be found In Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be ConsWcted to limit air leakage in acceptance with the requirements of Sections R402.1 through R402.4.4. (� R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contrin ion. R402.4.1.1 In re lalion. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be Installed In acceptance with the emmufacturefs instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construdion. Where required by the code afficial,an approved third party shall Inspect all components and verity Compliance. • R402.4.1.2 Testing. The building or d"I ing unit shall be tested and veriffed as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2,and 3 air changes per hour In Climate Zones 3 through 8.Teeing shall be Conducted with a blower door at a pressure of D.2 Inches w.g.(50 Pesces).Where required by the code officbh testing shall be conducted by an approved mart parry.A written report of the results of the test shall be signed by the party Conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetriflons of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doom shall be closed,but not sealed,beyond the intended weatherstripping or other Infiltration control measures; 2.Dampers Including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended Inflteation control measures; 3.Interior doors,If installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,If Installed at the time of the test,shall be turned off;and 8.Supply and return registers,If Installed at the time of the lest,shall be fully open. R402.4.2 Fireplaces.New wood-buming fireplaces shell have fight-fiWng flue dampers and outdoor combustion air. R402A.3 Fenestration air leakage.WmdoWs,skylights and sliding glass doors shall have an air Infiltration rate of no more than 0.3 the per square foot(1.5 Uslm2k and swinging doors no more than 0.5 Cho per square foot(2.8 Us/m2),when tasted according to NFRC 400 or AAMAANDMNCSA 101/1,S.2/A440 by an accredited,Independent laboratory and Ilsted and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed In the building thermal envelope shall be,sealed to limit air leakage between Conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and totaled as having an air leakage rete not more than 2.0 dre(0.944 Us)when tested In accordance with ASTM E 283 at a 1.57 pad(75 Pe)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or ceiling covering. R403d.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 8403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have Controls —/ that,except during defrost,prevent supplemental heat operation when the heat pump Compressor can meet the heating load. �J R403.2.2 Sealing(Mandatory)All ducts,air handlers,and filter boxes and building cavities that form the primary air containment r passageways for air distdbutlon systems shall be Considered ducts and plenum chambers,shall be constructed and seated In accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to most dud tightness criteria by post-modrudlon or rougRln testing below. Dud tightness shall he verified by testing to Section 803 of the RESNET Standards by either an anergy rater certified in accordance with Soonon 553.99,Florida Statutes,or as authorized by Florida Statutes,to be'substantially leak free'by either of the following: 1. Post-eondrecti m lest Total leakage shell be less than or equal 0 4 eon(113 Umin)per 100 square feel(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25 Pa)across the entire system,including the manufacturers air handier enclosure.Ag register boob shall be taped or otherwise sealed during the teat. 2. Rough-in test:Total leakage shall be less than or equal to 4 elm(113 Umin)par 100 square feet(9.29 m2)of Conditioned floor area when tested at a pressure differential of 0.1 Inches w.g.(25Pa)across the system,Including the menufaclurel's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handier Is not Installed at the time of the test,total leakage shall be less then or equal to 3 do (85 Vmin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The WWI leakage test Is not required for duds and air handlers located entirely Within the building envelope. 2. Dud testing Is not mandatory for buildings complying by Section R405 of this code. 2=0173:18 PM EnegyGouge®USA-FlaRes2014 -Section R405.4.1 Com Pagel Of FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) �r R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. k/ R4e3.3 Mechanical system piping Insulation(Mandatary). Mechanical system piping capable of carrying fluids above 105'F(41'C) or below 554F(13'C)shall be Insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum Off the hot-water Circulating pump when the system IS not in use. �1 R403.4.3 Heal traps(Mandatory). Storage water heaters not equipped with Integral heat traps and having vertical pipe risers shall have heal traps Installed on both the Inlets and outlets.External heat traps shall Consist of either a commercially available heat trap or a downward and upward band of at least 3 h inches(89 mm)in the hot water distribution line and cold water line located as close as passible to the storage tank. R40y.4 Water heater efficiencies(Mandatory). R403.4.4.1 Storage water heater temperature controls R403.4.4G.1 Automatic controls. Service water heating systems shall be equipped with automalfe temperature controls Capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum temperature setting range shall be from 100'F to 140'F(38'C to 60'C). R403.4.4.1.2 Shutdown. A separate switch ar a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valva shall be provided to permit the energy supplied to the main burner(s) of Combustion types of service water heating Systems to be turned off. ri 8403.4.4.2 Water heating equipment Water healing equipment Installed in residential units shall met tthe/7 minimum efficiencies of Table C404.2In Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Previsions, type equipment Equipment used to provide heating functions as part of a combination system shall satisfy all staled requirements for the appropriate water heating category. Solar water healers shall mel the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by Me 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 Cemeed Solar Systems.Solar Collectors shall be tested In accordance with ISO Standard 9806.Test Methods dslffor Solar Cr water and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol, (lectors In healing systems should meet the following criteria: 1. Be Installed with a till angle between 10 degrees and 40 degrees of the horizontal;and / 2. Be Installed at an attenuation within 45 degrees of true South. I-J 8403.5 Mechanical ventllagen(Mandatory). The building shall be provided with ventilation that meets the requirements of the T Florida Building Code,Residential or Florida Building Cade,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system Is not operating. r� R40Heating and coaling equipment(Mandatory). The following sections are mandatory for Cooling and hearing equipment T R403.6A Equipment sizing. Heating and Cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance wllh 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 modal number of the outdoor and Indoor units(If split system)shall be submitted along with the sensible and total cooling capacities at the design conditlons desalbeel in Section R302.1.This code does not allow designer safety factors,provblons for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local Intermittent mechanical ventilation SUNT as standard kitchen and bathroom exhaust systems. 8403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total Capacity Is not less than the Calculated total bed,but not mare than 1.15 times greater then the total load calculated according to the procedure selected in Section 403.8,or Me closest avallable also provided by the manufacturers product lines.The Corresponding latent Capacity of the equipment shall not be less than the celcm.oul latent load. 2122J2017 3:16 PM EnergyGaugeO USA-FleRes2014 -Section R405.4.1 Com Page 2uf3 FORM 8405-2014---- --- -�-_- - MAND�TORY REQUIREMENTS - (Continued) R403 SAA Cooling equipment capacity (continued) Thepubllshed value fofAHRI total capacity b a nominal,mting405lvalue and I shall not be used for equipment king.Manufacture's expanded performance data shall be used to select cooling-only equipment This selection shall he used to select cooling-only equipment.This selection shall be based on the outdoordesign dry bulb temperature(or the load calculation(or entering water temperature for water-source equipment),the blower cfm prevlded by the expanded performance data, i the design value for entering wet bulb temperature and the design value for solving dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used For the load calculation and shall be adjusted for rated dile game If the return duct(.)is Installed In an unconditioned space. Exceptions: 1. Attached single-and multi-family residenfial equipment slzing may be selected so that its cooling capacity Is less Than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,In attached single-and multi-famgy units,the capacity of equipment may be sized In accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps slzing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not he more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. ElacMc resistsnce furnaces shall be sized within 4 kW of the design requirements calculated according to the Procedure celected In Section R403.6.1. R403.6d.2.3 Fossil fuel heating equipment The capacity of fossil fuel healing equipment with natural draft atmospheric burners / shall not be less than the design load calculatetl in accordance with Section R403.6.1. �(1J 8403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooing or heating equipment capacity on n lwintrovend intermittent basis,such as anticipated additional loads caused by major entertainment events, equipment prevent continuous space cooling or heating within that space by one or more of the fallowing options: 1. A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sued for optimum performance during base load pencils Is utilized. ❑ R403J Systema serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Previsions in lieu of Section R403. ❑ R403.8 Snow malt system controls(Mandatory). Snow and Ice-mating systems,supplied through enemy service to the building,shell include automatic controls capable of shelling oft the system when the pavement temperature is above 55'1`,and no precipitation Is falling and an automatic or manual central that will allow shutoff when the outdoor temperature Is above 40-F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The enemy requirements for residential pools and Ingrcund spas shall be as specified In Sections R403.9.1 through R403.9.3 and In accordance with ANSUAPSP-15.The energy requirements for portable spas shall be In accordance with ANSI/APSP-14. O R403.9.1 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 setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oll-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested In accordance with ANSI Z 21.56. • Pool healers fired by natural gas or LP gee shall not have continuously buming pilot lights. 8403.9.13 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A lest report from an independent laboratory is required to verdy procedure compliance.Geothermal swimming pool heal pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a 1 preset schedule shall be Insisted on all heaters and pumps.Heaters,pumps and motors that have built In timers shall be deemed in compliance with this equipment. Exceptions: 1. Whore public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heeling systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swan ming 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 loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site-recovered energy,such as a heat pump or solar energy acerae computed over an operating season. ❑' RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently Installed lighting fixtures shall be /// highefgcacy lamps or a minimum of 75 percent of permanently Installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not ba required to utilize high-efficacy lamps. R404A.1 Lighting equipment(Mandatory). Fuel gas fighting systems shall not have continuously burning pilot lights R405 Performance ONLY. All dud.not entirely Inside the building thermal envelope shall be Insulated to a minimum of R-6. _)R405.2.f Performance ONLY. Callings shall have minimum Insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have suMcent apace,FAD Is allowed. 2122/20173:16 PM EnegyGauge®USA-FlaRe92014 -Section R405.4.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 1! 1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA i i Project Name: Captiva 2813 Right NE Builder Name: Toll Brothers,Inc. street: 1792 Atlantic Beach(Lok 66 AB) Permit Gffice: Altanlb Beach ! City,State,Zip: Atlantic Beach ,FL. pent Number; Owner: Tub Brothers,Ina Jurisdiction: 261300 � Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier continuous thermal envelope Contains installed ontinuous barrier.envelope. Exterior Breaks orjoints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing materiel. Ceiling/attic The air barrier in any dropped telling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be Insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the tap plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are Insulated and include an air barrier. Floor: (Including above-garage Insulation shall be Installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be Installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor Insulation,Insulation shall be permanently / attached to the crawlspace wells. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be out to ft,or narrow cavities shall be filled by Insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight,IC rated,end sealed to the tlrywall. Plumbing and wiring Ball Insulation shall be wl neatly to fit around wiring and plumbing In exterior walls,or Insulation that on Installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be Insulated and the air barrier Installed separating them from the showers and tubs, Electricat'phone box on The air barrier shall be Installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. An air barrier shalt be Installed on fireplace walla.Fireplaces shall have Fireplace gasketed doors- ; 2122/2017 V6 PM EnergyGauge®USA-PlaRes2014 Section R405.4.1 Compliant Software Paga7 of l' FLORIDA ENERGY EFFICIENCY CODE k FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Protect Name: Captiva 2813 Right NE Builder Name: Toll Brothers,Inc. Street: 1792 Atlantic Beach(Let fib AB) Permit Once: Atlantic Beach City,State,Zip: Atlantic Beach ,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cord.FloorAMa:: 2813 q.ft. Cond.Volume: 26130 cu fl. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n R' CFM(50): Single or Multi Point Test Data _ ELA: HOUSE PRESSURE I FLOW: EgLA: ACH: ACH(50): _-- SLA: --__— R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones i 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 wa.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.Awiden report of the results of the test shell be signed by the party cenducting the teat and provided to the code official.Testing shell be performed at any time after creation of all penetrations of the holding thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other migration contml measures; 2.Dampen Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended infiltration control measures; 3.Interior doors,if Installed at the time of the test,shall be open: 4.Exterior doom for continuous ventilation system and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,H Installed at the time of the lest,shall be turned off,and 6.Supply and return registers,if installed at the time of the feet,shall be fulty open. I hereby certify that the above envelope leakage Where required by the code official, OF40E STgpC performance results demonstrate compliance testing shall be conducted by an .�y ? \Qt with Florida Energy Code requirements in approved third party.Awritten F nr°r `„( � 'z'',;•p� D accordance with Section R402.4.1.2. report of the results of the test shall �t ,"- be signed by the third party conducting the test and provided to 7� SIGNATURE: the code official. * COD WT.,I PRINTED NAME: BUILDING OFFICIAL: _ DATE: DATE: Pagel of 2122120173:16 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Carnpllant Software Job: Ngelu van Project Summary Date: 2LewroeXi By: aaldie Dumtiveno c (Rest of House) McGowan's Heating & Air Conditioning, Inc. 4850 Wing RxW.pmgeP".n 32073 Peon.:9062780339 Fax 900-278t09e9 Emeil:kot-1 mc0oxho. c.mm Nbb:..mMhhovomc¢m Proiect Information For: Steve Merten,Toll Brothers Inc. 160 Cape May Ave.,Ponte Vedm, A 32081 Phone:904217-0739 Fax:904814-8173 Web:tolbrolhemogm Email: smertenQq tollbmthersinc.mm Notes: CAPTIVA Design Information Jacksonville, FL. Winter Design Conditions Summer Design Conditions Outside db 34 °F Outside db 75 F Inside db 75 °F Inside db Design TO 42 °F Design TO 24 °F Daily range M Relative humidity 50 k Moisture difference 60 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 29845 Btuh Structure 22535 Btuh Ducts 3640 Btuh Ducts 4752 Btuh Central vent(0 c(m) 0 Btuh Central vent o cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33485 Btuh Use manufacturer's data y Rate/swing mukiptierLQQ Infiltration Equipment sensible load 287 uh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4030 Bluth Ducts 806 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(fl� 2813 2813 Equipment latentlnad -< (none) Volume(ftp 28130 28130 Eq,,.R Pn _tnr .--d Air changes/hour 0.32 0.16tuh Equiv.AVF(elm) 150 75 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Cancer Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000B0 AHRI ref Coil FB4CNP036 AHRI ret Efficiency 8.2 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 24500 Btuh Heating output 34000 Btuli Latent cooling 10500 Btuh Temperature rise 29 'F Total cooling 35000 Btuh Actual air flow 1050 cfm Actual air fiow 1200 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heal ratio 0.85 Capacitybalance point=34"F Backup: Input=10kW, Output=33492 Stub,100AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r' 2017-F.o-221513:5 wi htSaft' Comron emaar ar vpbM 17. to RSU12VO 3 Ppe 1 s')G ...nelmx9m\To11 MtheoACai 2813 Right mp Cale-MM Frmlgmrhwa:NE First Floor N Mosan bad e fine 12 u• Bx ti ,•. ,� ,. 12a 7- id 176 9raaf(ml... ,"Fan �aN e;13 kechen xID 2x0 2; x' 12x1 B'2 � BPan x<<� Ba< lox. envy 917 3 nh 2r12 6n,japn. u ll�a le V f<. 12' balk, 3"Fan a. t0 ae gemge 12 r6 12x1 1' B• yy RFR'�t Y%TiY 9ara9e ,. Job#: McGowan's Heating &Air Conditioni... Scale: 1 : 129 Performed by Saldie Guintivano for: Page 1 Steve monvl 4850 Collins Road Comfori Builder by V fth%oft tea Cape say Ave. Orange Palk,FI 32013 17.0.19 RSU12270 Ponta Vedm.F132081 Phone'904-218-0339 Fax 904-278-0366 2011-Feb-22 15:14:21 Phone:504-217-0139 Fax 901-810.8173 www.mcgowansac cam korey@mcgowansaccom ._Brothers\Captiva 2813 Rightrup folbmOem com emeden®lalltrdnefalnucpn Job: hieGowaur$ Manual S Compliance Report Date, ao- .t, r1 Rest of House) ey: saml•cwmm•ao Curairm.r,g ?}' % McGowan's Heating & Air Conditioning, Inc. •950 Cdflm R.W.Oo.,Pe,k,n 92073 Pk.:900.2160099 Fex:WWVb0W Emd1:korey®mc9oxaoraz.com Web:vxix.mrymvn—M Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Porte Vedra, FI 32081 Phone:904-217-0739 Fax:904814-8173 Web:tolbrolhers.com Email:smeden@tolibrothersinc.wm Cooling Equipment Design Conditions Outdoor design DS: 99.3-F Sensible gain: 26287 Btuh Entering wit OB: 75.8'F Outdoor design WB: 80.0°F Latent gain: 4837 Btuh Entering wit WB: 62.9'F Indoor design DB: 75.0'F Total gain: 31124 Btuh Indoor RH: 50% Estimated airflow: 1200 clan Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Cartier Model: CH14NB0360000BO+FB4CNP036 Actual airflow: 1200 clan Sensible capacity: 26604 Btuh 101%of load Latent capacity: 5330 Btuh 110'%of load Total capacity: 31934 Btuh 103%ofload SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 33.5'F Heat loss: 33485 Bruin Entering wit DB: 74.5'F Indoor design DB: 75.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Cartier Model: CH14NB0360000BO+FB4CNP036 Actual airflow: 1050 cfm Capacity balance: 34 °F Output capacity: 26968 Bruin 81%of load Economic balance: 44 'F Supplemental heat required: 6517 Stub Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 9.8 kW 10091.of load Temp. rise: 48 °F Meets are all requirements ofACCA Manual S. 2011-Fe42215a3:59 .4'�+ wrightsoft' C—WR0ddxb .Imwa17.o.19Rsu12270 Pw•+ ...ns,mcOanRdl&oNersl q-2e13,00hwp Calc=MJa Fmnlo&xr.:NE Job: Mt COwain,% Duct System Summary Data: " `"rYe„4 (Rest of House) Ely: salol.cmntwana +� McGowan's Heating &Air Conditioning, Inc. 11COIIIna ema.Bran.Park,H 32073 Poona 8 V.339 Fm:9 272 03P9 Emell:kareg®myawmaec-wab:wnw.mW-van Project For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:904217-0739 Fax:904-814-8173 Web:tolmothers.com Email:smerten@tollbrolhersinc.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 0.245/0.145 in H2O 0.245/0.145 in H2O Lowest friction rate 0.067 in/1008 0.067 in/100ft Actual air flow 1050 cfm 1200 dm Total effective length(TEL) 580 It Supply Detail Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfrn) (CFM) FR (in) (in) Mail Ln(fl) Ln(ff) Trunk bath h 1109 35 23 0.080 4.0 0x0 VIFx 67.4 240.0 sl3 beat c 1563 57 69 0.083 6.0 Oxo VIFx 55.6 240.0 813 bea3 h 3884 122 111 0.099 7.0 0x0 VIFx 52.5 195.0 s12 ebm9 c 2731 119 120 0.095 7.0 Oxo VIFx 53.0 205.0 615 baby c 344 15 15 0.105 4.0 Oxo VIFx 33.1 200.0 s15 roger h 1855 58 52 0.105 6.0 Oxo VIFx 43.5 190.0 st2 areal m.. c 2571 65 113 0.068 7.0 0x0 VIFx 83.9 275.0 slat eraalan:B c 2571 65 113 0.081 7.0 Oxo VIFx 64.4 240.0 st3 har-A c 514 13 23 0.108 5.0 0x0 VIFx 37.4 190.0 s12 xnmen c 2403 79 106 0.106 7.0 0x0 VIFx 32.1 200.0 sly lawn. c 1578 49 69 0.104 6.0 Oxo VIFx 35.6 200.0 sl5 m.baw c 1053 46 46 0.067 5.0 Oxo VIFx 84.6 280.0 si4 M.Wic h 954 30 17 0.068 4.0 Oxo VIFx 79.9 280.0 st4 master beb.9 h 3367 106 105 0.066 7.0 0x0 VIFx 82.2 280.0 s14 msarerceac h 3367 106 105 0.068 7.0 Oxo VIFx 79.5 260.0 slat van. c 91 2 4 0.102 4.0 0x0 MR 39.8 200.0 sty mmnnA c 54 1 2 0.081 4.0 Oxo VIFx 62.0 240.0 st3 r,xa c 687 26 30 0.081 4.0 Oxo VIFx 62.3 240.0 st3 anbe2 a 665 24 29 0.099 4.0 Oxo VIFx 51.6 195.0 st2 nuq c 974 32 43 0.101 6.0 oxo VIFx 43.8 200.0 st5 c 47 1 2 0,057 4.0 oxo VIFx 84.6 280.0 stat aaoa c 65 1 3 0.102 4.0 0x0 VIFX 45.1 195.0 st2 2017-Feb-2215:1353 i+l"wrightsoft' C-fM6nlue,1bywlantaon17,0.19Rsu12no Ra9e1 /M� ...nawmomrollBmmealeep5va zat3 Rgnbmo Cab,-ws Fmnlobb,aea:W Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W - Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 353 388 0.067 494 12.0 0 x 0 VInIFIx st3 st3 Peak AVF 536 625 0.087 585 14.0 0 x 0 VInIFI% W st2 Peak AVF 755 843 0.067 604 16.0 0 x 0 VinlFIx SO st5 Peak AVF 295 357 0.095 455 12.0 0 x 0 YnlFlx st1 st1 Peak AVF 1050 1200 0.067 679 18.0 0 x 0 VinlFlx DetailReturn Branch . - Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (it) FR (fpm) (in) (in) Opening(in) Mall Tmnk rb3 0x0 135 149 191.5 0.076 427 8.0 Ox 0 VIFx jd2 rb6 Oxo 352 386 215.1 0.067 361 14.0 Ox 0 VIFx rb5 0x0 184 237 183.5 0.079 679 8.0 Ox 0 VIFx rb2 Ox0 136 181 117.1 0.124 129 16.0 Ox 0 VIFxrb4 0x0 244 248 131.0 0.110 560 9.0 Ox 0 VIFx Return Trunk Detail Trunk Htg CIg Design Vel. I Diam H x W Dud Name Type (dm) (dm) FR (fpm) (i n) (n) MaterialTrunk rt2 Peak AVF 670 772 0.067 722 14.0 0 x 0 VinlFlx rti rti Peak AVF 1050 1200 0.067 679 16.0 0 x 0 VinlFlx 017-FWU 151353 'f'}H Wrlght9OW C—f.As.wr4"ghI. 8118.19RSU12V0 P,g 2 ..n,ImNan\Tall&oNm,lC ptiva 281J R�gMmp C.IIMJ8 F..t M.rr,re,:NE Static Pressure and Friction Rate Jou: 1NfeGowan's, oat•: "°$1nnsNr (Rest of House) By: saldie Gulnfivno caixxrim�3g McGowan's Heating &Air Conditioning, Inc. 4050 CWIn Raa],b 9.P".F1=73 PIwne:6 V84339 F.Nd-Yr40380 E.W1 Mb:wnw.m�evaeec.cwn Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Ponte Vedra,FI 32081 Phone:904217-0739 Fax:904-814-8173 Web:tolbrothers.com Email:smeden@tollbrothersinc.com Available Static Pressure Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 O.OE Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.03 Filter 0 D Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 Total Effective Length Supply Return (fl) (ft) Measured length of run-out 9 33 Measured length of trunk 75 27 Equivalent length of fittings 280 155 Total length 365 215 Total effective length 580 Friction Rate Hea0ng Cooling (in/100ft) (inf10D11) Supply Ducts 0.067 OK 0.067 OK Return Ducts 0.067 OK 0.067 OK Fitting Equivalent Length Details supply 4AD=60, 11C=40, 11G=5, 11C=40, 11C=40, 11G=5, 11C=40, 1A=35, 11G=5, 11G=5, 11G=5:To1alEL=280 Return 6L=20, 11C=40,11G=5, 11C=40, 11G=5, 11G=5,5E2=35, 11G=5:Tota1EL=155 3017 Ftl-22i +wrightsoft` comkneulmerbr Nrl9nuan17.8.1e Rau1zz70 P". /1Gts.Jk ...n9Wcpan%Td16mp mW1Vt 2813P tmP Cao•NUS Frc Dwhces:NE I FJ,6 Ip GEILWG 12 CEILING EJ,6 1l0-CEILING EI I.. �,6 � •� .� � .8 ,$ ,� .$ � .g � .� ,� "e "x a ��. @ ,g .g .. 3 13r CEILING Et,fi _ 1@CEILING LcYY tP CEILING s 4�Q `d1 IDO'TG Itl!' 10 CEILING STEP q $$ CEILING 39A INI J� N F J FIRST FLOOR SCALE: 1 /4" OFFICE COP f BCS. 4627 JU HALL BLVCJ. SUITE 208 ..EE. CovE SPalry S FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS 9'-1 1 /6n 1 01-1 1 /Be m THIS IS A TRUSS PLACEMENT Ecal ewe DIAGRAM ONLY. - These busses are designed as E46 individual building components to be sxe•x w' E,os - incorporated into the building design at "F0� m the specification of the building u slat designer. See individual design sheets for each Was design identified on the placement drawing.The building - - designer is responsible for temporary w06 and permanent bracing of the mof and Ems Boor system and for the overall structure.The design of the buss support structure including headers, beams,walls,and columns is the - - TEE 3 responsibility of the building designer. For general guidance regarding +z CE Eul bracing,consult"Bracing of Wood +r cauxso AT Trusses"available from the Truss Plate nT mvsx cow>seo Institute,583 D'Ongrio Drive; Madison, All a 9. - ATTTENTITENTI ON. - - - ' - Refer to truss layout and engineering a documents that arrive with delivered 4t �' field trusses. Unless noted otherwise, all beams are by others. y , 8 REV.... , DATE ' `— - GwECKED Na'„a'=- $ ev DoiDDn s AT3sI .M3 LI Roof Trues Connector List nz _ Manu/ ProductOry CLIENT TOLL USP JUS24 3 ewLIT.mEas T11 sueDmISION ATLANTIC BEJ CH HEwTPaE M..EL CAPTIVA `Cw� ELEVnno1+ CAaIDecA1a Dwnwry 5Y LOT # RAS DATE AYOUT 02i2ei201 7 1101 066 REPN 12358 Lumber design values are in accordance ANSI/TPI 1 section 6.3 These truss designs rely on lumber valuess es established by others. WOW RE: 12358TOA- MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,Fl-336104115 Customer Info: Toll Brothers Project Name: Captiva Model: Lot/Block: 066 Subdivision: Atlantic Beach Address: WA City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Avenue City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014lrP12007 Design Program: MiTek 20/208.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 list Floor Load: N/A psf This package includes 60 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 61015-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T10564255 CJ01 3/3%17 18 -10564272 Put 3/3/17 12 IT10564256 CJ11 13/3/17 119 17105642731 P02 13/3/17--- 13 IT10564257 CJ12 13-/ 17 120 17105642741 P03 13/3/77 4 710564258 CJ13 313/17 21 710564275 PO4 3/3/17 5 T10584259 W14 3/3/17 22 710564276 P05 3/3/17 6 T10564260 CAS 3/3/17 23 T10564277 T01 3/3/17 7 IT10564261 EJO6 3/3/17 24 1 T10564278 LT02 _ 3/3/17 8 T10564262 EJ14 3/3/17 25 710564279 703 3/3/17 9 T10564253 Wlb 3/3/17 26 1710564280 704 3/3117 10 T10564264IEJ16 13/3/17 127 ''7105642811705 13/3/17 I i11 1710564265 HJ16 13/3/17 28 7105642821 T06 13/3/17 112 T105642661J02 _ 13/3/11 29 T10564283 707 13/3/17 113 I T10564267I Jt 1 13/3/17 130 T10564284 IT08 13/3/17 114 IT10564268I J12 1313/17 31 710564285 3/3/17 1 15 T10564269 J13 3/3/17 32 T105642861T70 1313117 1 18 IT10564270IJ13A 3/3/17 33 T105642871T11 313/17 117 IT10564271IJ14 3/3/17 134 T10564288IT12 1313/17 The truss 10,been prepared MiTek USA, Inc. under my dire)referenced t superabove Itvision based on the by %% 0. n r '91", provided by Building Component Supply. - �'��::w F•'q'f'ie4 Truss Design Engineer's Name: Alberti,Thomas so My license renewal date for the state of Florida is Febmary 28,2019. e o IMPORTANT NOTE- The seal on these truss component designs is a certification � ' ' •¢: that the engineer named is licensed in the jurisdiction(s)identified and that the O' ST designs comply wfth ANSlrrPl 1. These designs are based upon parameters y.P••.�/ P:�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i�tC • •R ...•(� �� given to MiTek. Any project specific information included is for MiTek's customers �i ss/ ��`% file reference purpose only,and was not taken into account in the preparation of �r�grr N Anr4IP these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer nanueA MOW.PE ao.393r0 should verify applicability of design parameters and property incorporate these designs MT&USA ec.a can all into the overall building design per ANSI/TPI 1,Chapter 2. 6901 Palle East area Torry H.=10 are: March 3,2017 Alberti,Thomas 1 of 2 RE: 12358TOA- Site Information: Customer Info: Toll Brothers Project Name: Captiva Model: Lot/Block: 066 Subdivision: Atlantic Beach Address: N/A City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 770564289 T13 3/3/17 36 T10SU290 T14 3/3/17 37 710564291 IT15 1 aW17 38 T10564292 776 3/3/17 39 T70564293 777 3/3/17 40 710584294 778 3/3/17 41 JT10564295 IT19 I 3/3/17 142 I T105642 I T20 13/3/17 43 770564297123 3/3/17 44 1 710554298 I724 i 3/3/17 45 1 T10564299 1 T25 I 313/17 48 1 710564300 T26 3/3/17 147 IT105643011127 13/3/17 48 1710564302 T28 13!3/17 149 7105643031729 3/3/17 1 150 17705843041 T30 3/3/17 151 IT705694305 731 3/3/17 152 770584306 T32 3/3/17 1 53 IT10564307 733 13/3/17 154 IT105643081734 13J3/17 1 155 1710564309 T35 313117 56 7105643101738 3/3/17 57 1T10564311 T37 13/3/17 f 158 7105643121738 13/3/17 1 159 I T10564313T393/3/17 160 1T105643141T40 3317 J OFFICE COPY 2 of Job Trust Tries Type f 1 TCRY Ply T1D564255 12MTOA CJ01 VCK-OPEN I i lob RN o .. Building Component SupplY, Jed nelfle,R 3.9266 8010YuMfA2018MTtkled'SbJx7lr87c Mmmuk.rvnwu ..M,Sx 10:1xfZFBImBC3xoYUYAIfAWCgDJa BVT2vxBDJs7ytt_e]c&yxAeZLA]cz2EMwuNxehSe 283 4.2412 Scale 1:263 2 jy �d 3r8 11 1 av 9 4 4,511 F 283 st Plate Chase4:0-2E 0.0.0 LOAMNG(W SPACING- 2-00 081. 02 DEFL. In goo) lidell W PLATES Omp TCLL 20.0 Plate Gnp DOL 1.25 TO 0.81 Van(LL) 0. 3A s999 240 MT20 2441190 TAIL 10.0 Lauber DOL 1.25 0C 0.41 Ven(TL) 3.01 3-0 >999 180 BOLL 0.0 Rep SBeas Ina YES W 1 0.00 HOR(TL) 0.17 2 We We BCDL 100 Coca FBG2014?P12007 McIfli Weight 131D FT=20% LOMSEW BRACING- TOPCHORD 34 SP N0.2 TOPCHORD BWchund woad sheathing dlrectlyapplled or29-3 WWHIM. BOT CHORD 2x4 SP Ne.2 except end verticals. WEBS 2x4 SP NO2 BOTOHORO Rlgld telling directly soiled or 10000c but REACTIONS. (Ibls'Re) 4=102/0-7-0,2=]SOOachanlcal,32WMechanlca1 Merz Hort 4=1020LC 12) Max Uplift 4=-5(1-C B),2=83(1-012),3-WILD 12) Max Gm 4=110(1-019),2 79(1-C 17),3 (LC 10) FORCES. (ID)-Mac Comp.Mlax.Ton.-A4James 250(lb)orleasexceptvAen shown. NOTES- 1)Wind ASCE]-10;Vuft=1WMph(3-secand gust)Vasd=101mph;TCDUS.Opsq BCDL=5.0Mf;h=2511;B�SIt;L=244;save-�B;Cat. 11;EV B;Encl.,GCpi=0.18;MFRS(directional)and CC Comer(3)]one;end vertical left axpMed;C-O for members and forces A MFRS for reactions shown;Lumber DOL=1.80 plate gdp DOL-1.80 2)This three has been designed for a 100 par bollom chard live bad ronconeun nt Mtn any other Ilve loads. 3)•This truss has been designed for a live load of W.0pe1 on the bo0om c11ord in all areas where a rectangle 3-6-()tall by 200 wlde MII III between Ne halon chord door any other members. 4)Refer to glNar(S)for hus s to house connections. 5)Provlde mechanical fAR escrinn(by others)of Wes to bearing plate Mots of witnstandina 100 lb uplift at johns 4,2,3. �WIMWfi VMIy 4Wpe aWWmaeal4 eEAp NOIEe MI1MS ANO NCLWEO M/IEI aEFEMNCE/PeEr)lp m.IWYAI69EMREYeE eIp� . u�aaY Wm M1scrat ex, Rh4,L k1—Nar"Hy nWonrelm Cvim.ad6pinty Mdtlr i kc— Ildinin m.B�x ve.ttw Wllq �mu51v5MYII'a q�McatAlNolihsyT VlrmnlxrsuHpos,, ad fu R8 Ee41'� connoval a4awdaaw�.eaYrp Mcoledkto lrmvan Dr<pxwotrwa.a lr.mww�awor�rordn�araa.orW.Fmxorrn tamnaavmdtamrawmaan9 1 ek kaw<rnrwA�ra nxalNarelo rve.anl�alw»wtlnl>�+aw.'er�a Mrva.�r.�mmnan.wr wrw�a a4dw+' rwnrnrww wn.van.E.n ere. LLtaIM Mv%aotcufV rMsP ou a1waatllnmmlemt sv/,NL/IN1 VA I31 aeM.MB-e9 ddBCe IIWgCerkPureN TerrW.FL SEto yerxyppmpbn TVXdeM1an IrW Flub Felsrle.RIBN.Ieo Slrwl,alk 9120bmvLh VRRR311. IJob Tom Trrss Typo ♦ �'� PA' 710564258 235BTOA G111 JACK-0PEN 1 1 J MN fiorsi 308 8 0 P O Ih6lang Compw^nt oo,ply. ID:giA9nsIJ T Iw595DuiEVWiAngxd5106HSD1 1D4ZINKi sj1-en690CTOgOVtpelStl .6 2$e Sulo=1:103 2 1,24 12 1 9 2x4 II ass II 21 263 Plate Offside - 1:0.31d OS-0 LOADING Ordl SPACING 2-0.0 C&. DEFL In (I.) Weft IW PLATES GRIP TCU- = Plate Chip DOL 1.25 TC a.06 VoMLL) -0.00 6 AN 240 W20 24A4W TCDL 10.0 Lumber DOL 1.25 BC ON Ved(ft-) -O.W S Aw IS0 BGLL 0.0 ' Rep Seem Incr YES WB 0.00 HOrz(TL) 0.00 1 We we BCDL 100 Cods FBC20141TPI2W] MaMx-MS Welght alb FT pm LUMBER- BRACING- TOPCHORD 2x4 SP W.2 TOP CHORD Structural wand sheathing dlrealy applietl or 2fiE or,purins. BOTCHORD 2xd SP No.2 BOTCHORD Rigid calling droopy applied or 160.0 oc bradng. WEDGE Left:2x4 SP No.3 REACTIONS. (IDlalza) 2=62M1echanirel,3�]/0.1eMenlcel,1-95N-]O Max Hoa 1=25(LC 12) Me,Uplift 2=-20(LC 12),1=41(LG 12) Mex Grav 2-62(LC i),3-14(LG 3),1=Pg(LC 1) FORCES. (Ib)-Max Gomp.Mtex.Ten-All lomm 250(ID)or less except ultra shown. NOTES- 1)WIrM:ASCE]90;Vuh=1 Wmph(3 second gust)Vasd=101 mph;TCDL=5.0psb BCD(L=SOpsi;h=2511;B=491;L=2411;eav ft;Cat. II;Exp B;Erol.,GGP1=0.10;MFRS(dlreaiorsl)anal CC Comar(3) a;C-C tar members and forces 8 MW FRS for reaztlors shown;Lumber DOL-1.60 plate grip Dour Bo 2)This hoes has been dealgnad far a 10.0 pef Whom chord live lead rurworleunent WM any other Ilve loans 3)-This trues hes been des rutH for a IIm load of 20.0ps1 on Me Cotton chord In on areas where a mdangle 330 tall by 2-0-0 Was Wil fit between the Will ehend and arty other members. 4)Refer to glMer(s)for buss to now connaetlons. 5)Prude mechanical carnedlon(Dy others)of tom to hearing plate oapaae W ellMlandirg 1 W to uplift at fant(s)2,1. Q IPNNfr-Yvl4'CNen pYmiwaeNPFAa sones IMWANa NCIaaFa WE.0 aFF6LMCE P1aE1il4Anr.reaYAl6 aEfaaE aHa pmgawar«�m+rwlm wa+m m, wa.nwmxR�ea�aoavwoarponereRsiowa.meawren exluMa GAQrq canlcmnt nor n,a nnran.Balae ue.Ira hJ�lq tle9rywr m,m wvlfr rax aNAkttilN al6apr ryrm,eiai atl pgie,Iv Ma�aN Fw d64M rano 11'e marl epees msec. muuwx comaero�m-�are..cure olnwlan m�weomear aura mmr,mi..xuv.nnanom leml+�wmecemwenlur�rg sawnrtv}Jed la M4eeyrxdW �weq Mmgmtle CF/mitl FYvadpcSrerlYGmv9e. la yaierd g4bwe repa3pYw eW4PW Es aid. m2rnaa d��wee,uatierv.er�eopmea«xgal��emmmle'a.®adwumr gweNcmrtp4eesara ecu erwmacoroPo,.r+ T naaaro smN wamaxeaww+e nom lwlVle eweNra.zraw.teaslreer.s4Nst2 aa.aaravA zz314. enPe. 'JOE Trim Tues Type � 5 Oly Ply T10fi8425] 12350TOA CJ12 1.1. 1 1 Reh ( OM1 II euiltlllp compondi Suoply, J.........FI33259 Po MTk F 08 20 Pgc IDIMZF9EngC3xoYU1dBPWCz10Je-051C8H504AFpDTZNM1KiAGWvHH{k30CTOgOVgzMSE 2S3 4.21 FIT Ease 1:21A 2 I� AN II 1 4 A 3 ass II 2-83 LOAdNG(yah) SPACING 210.0T",,r CSI. DER. In god) Meth 1/e PLATES GRIP TCLL 20.0 %ae Grip DOL 1.25C 0.42 Vea(LL7 0.01 34 x999 250 MT2024M180 TCDL 10.0 Lumber DOL125BG 0.23 Veri(tL) -0.Oi 9-4 x999 180BOLL 0.0 ' Rep SVeY Ilwr YESS 0.00 Hcrz(TL) -0.D] 2 Na NaDL 00 Cade FBU01,VTP120D7etal Weight 12 to FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmdural word sheathing direry applied or 2-43 m puNm. BOT CHORD 2x4SPNo.2 e¢eptendveNcals. WEBS 2x4SPNo.3 BOTOHORD Rlgld ceiling elredly spilled or 1600.0 oc briding. REACTIONS. (INslze) 4=102104-3,2=74Mtechanldd,3-2&Medtanicel Mex Horz 4=83(LC 12) Max Uplift 4=-23(LC 8),2=-49(LC 12),3=41(LC 12) Max Gra,4=102(LC 1),2=]4(LC 1),330(LC 3) FORCES. (Ib)-Max.Comp)Man,Ten.-All fomes 2W(to)orless exceptwhen shown. NOTES 1)Wind ASCE]40;Vu11=130mph(3-sed dd gud)Vas7=101mph;TC0"0PC BCDL=5.0psq h=25X;BASH;L24ft eave-�11;Cat II;Exp B:End.,GCp=0.18;MFRS(dleadlonel)and CC Comer(3)Eons;end vented leh exposed;porch left and night .poeed;C-C for members and homes 8 MFRS for reacNmre show;Lumber DOL=1.60 plata gap DObt.W 2)This buss has been eesigrretl for a 10.0 psi boflom chore live load noncon Currant Mh any other live loans 3)'This than has been assigned for a live load of 20.OPf on the Whom chord In ail areas were a redengle 3Bo tall by 2- O Mee *if fit between the 1,odom chord and any other members. 4)Refer to glreefts)for truss to hues wi nedlons. 5)Proved mechanicel connection(by others)of laws to bearing plate crones of withstanding 10011,uplift at join(s)4,2,3, QNMIWa.xuN'4ra1TPaNPFIO M01ES p1 iI0INO NELIIpEp MEN PCFFMNCE IIeeWNJJ m'.Ia01'MI669LPE abE Ways wxpM�MYMT M1eL®cwaacbi 1a4 WYTt[ms0 WV�R�R mnlersslawrim]Rla mh]WW b/JipcanPxmL rot Iniryelan.aeldauaewefM1g�ywmulv&W Ihag4l dllHdrlx��p�mglMuW PWath MdpwaR Ei MIp�Mollnow�tll .ow,i M1gadl\M1wpRd9M. MpFJNwcmdN]bbPbmpweariaY�11aanFa1.1pdaJAN Yat®vNEaWacIxYO�aVy.INanv4 tnWWdhN G®h doeseseadonand deatlelbactq KWPW Eaw61a sessermaomtalsole zaN.wstaatam3z N.�ob vP 22314. .aPa. JN T11m —TYpe • > �' Par T105&25B 12358T0A CJ13 JAGK-OPEN 1 1 Rt ticN .IN Cmnponml Stam. JOckaoertllp,Fl ffi266 3mlms Tp C40 5HbpKd OUMM,IFri ivior 0'a v"'e:14:.e .o'nc' ID ItlZF91mgC3xoYuk411AWGgDJe-5HbpKtlTOUN9198WF1BPNAF2aBPmWStApP2GTaESc 32@ 4.24 F12 3Me=i21a z w it 1 a 3 bA II 322 322 Plate Onsets Y-- 9:0-2-00012 LOADING (pall SPACING, 2-0-0 CSI. DEFL In 0th) Vats, w PLATES GRW TO no Plate Gap DOL 1.25 TO 0.0 V004) 0.01 3 >999 240 MRO 241/190 TCDL 10.p Lumber DOL 1.25 BC 0.28 Ved(TL) -0A2 34 >999 180 BOLL No ' Rep Stress Ina YES WB OW Horz(TL) -0.08 2 No we BCDL 100 Code FBG2014/TP120I Matdx-MS WelgM:131E FT=2016 LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Broomall wootl sheathing directly applied or 3-2-2 ad purlins, BOT CHORD 2x4 SP No.2 except end W i icals. WEBS 2x4 SP NO3 SOTCHORD Rigid telling directly applied or 10-0-0 W bracing. REACTIONS. (IEAize) 4=119IO7-0,2=BCv sands,3�lanlcal Max Hour 4=94(LC 12) Max Uplift 2=-51(LC 12),3=13(LC 12) Mex Grav 4_-119(L01),2=W(LC 1),3=58(LC 3) FORCES. (to)-Max.CompJMex.Ten.-All fomes 250(Ib)areas except~ahmen, NOTES- 1)Wind:ASCE 710;Vu11=130mph(3-second gust)Vared=101mph;TCDL-SApsl;BCD1=50ps1;h=25X;B-�15q L=24f;eave7t9;Cat 11;Exp B;Encl.,GCpi=0.18;MFRS(dbactladd)and C-C Comer(3)zone;end ve1l left exposed;C C for members and fomes B MFRS for medians shevm;Lumber DOL=1.an plate gap D0tn1.B0 2)This Huss hes been designed for a 10.0 par Naom chord live load Iwnanarnml Wth alar other live loads. 3)'This Muss hes bean designed for a Ilve road of 20-0p f an the began chord In all areas where a moangle 30G tell by2-0-0 was wall Mt beMeen the NMom chord and any other members. 4)Refer to grder(s)for truss to Mmes connectional 5)Pmvidle mechanical connection(by others)of times to hearing plate capable of withstanding 100th uplift at mats)2,3. WIMMIe-WrM'a=.q^WanrNWx.+e Mia NeTEa 0I116INO NLLYOEe WEx/IEf9I4MCL PAOEai)Y]m.IYOYMIi AOsser. Wtllor .use oNY�'4T MIekNc[nreclwr lNsdoel{xi6NedoNY,4wepvwnelers9wwn.Ttl ..prouni.pospip,Mrr'L••Wnt rot .1na lem.eolwe�.n¢IrlM1X{e]e9lrermn .IN nwagakMlM olWWln pwm�eia[m]I] IV HUWoreM lK�rtllollVuwr• I [a M. eco Ymapkulk.MMalo gev...... wq ollMnkNal Lussweh rnl/wcMvtl memMnCNY.IW]MJ'ylptyvy WJpem,uwnidWV aawwn eeWred 4x srtlulMullo powmwN�iwMtV kle[rsxmNYY>Y�pv-�aY�aWe �baWdPbd�rgpayM 4pMPW E�IBM. H,rKK4brt[Imeye,tlelNory aew`M UN W¢lep of ln�bmtllnmMlemeax+xXWMI GnrNCiMI0.DNJ9aMCAMNNICWr4wnra Tnrye.R 3]!10 Sa1MYIrYamallm avtl44Ae hem lam Flole YUM0e.216 N.Ita 50ao1.9Ib 31'1.NeiaMIa VR2Yl14. .Job Thda T.Typa r • ply Ry T10664258 123581OA W14 JACK-0PEN 2 1 o Pei N Bmld"o Compowm"Play. Jad¢om "',F13T5a e.OtasWC402018MRdTnUNMe WFIFnMIU3dCbWG- Gadd ID:EOZFghnBC3xoYuk411AWCVOJedNbpKOTrtUNp98WFi BPOMHAePobW6lhBPi2GzarSc 34014 &1x a24 FIT Sone=122.0 z la 914 11 1 s � h 4 Aq- 31010 31U14 PI O1NMS DLn 1110-2-6,0-D41 -- LOAgNG(psi) SPACMG 2-00 C61. OEFL. In (Ix) Udall 1M PIATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.54 Ven(LL) 0.02 3d >BBB 240 ww 2"1190 TODL 10.0 Lumber DOL 1.25 BC 0.31 Ven(TL) -DoG 34 >M 180 BCLL 0.0 ' Rep Stress Incr YES WB o.00 Horz(TL) -0.10 2 We We BCDL 10.0 Cale FBC2014RP12007 Metrix-MS WeIgM 1516 FT=20% LUMBER- BRACING TOPCHORD N4 SP No.2 TOPGHORD Structural wood sheatNng directly applied or 8-1014 oc purlins, BOT CHORD Hr4 SP No.2 elmept and ocre ars. WEBS 20 SP No 3 BOTCHORD Rigid calling dreary applied or 10.0-0 oc bracing. REACTIONS. ilbhlze) 4-14=O 8,2=IOWMeehanlcal,3=42NA anlcal Max Herz 4=87(LC 12) Mau Uplift 2=-54(LC 12),3-5(!-C 12) Max Grav 4=148(LC 1),2=108(LC 1),3=M(LG 3) FORCES. (I1h)-Ma11.0crea vax.Ten.-Allforcee250(1b)mlessexcepiwbenabown. NOTES- 1)Wind ASCE 7-10;VUIL130mph(3-sec gust)Vasd=101mpm;TCDL- .Opsi;BCDL=5opd;h=25ib BA5h,,U24g;aav ft;Cal. II;Em B;End.,GCpi=0.18;MWFRS(dimctionah and CC Gomer(3)zine;end vedloal left exposed;C-C la members and forces& MW FRS for numbers abown;Lumber DOIF1.60 plate grip DOL-1.80 2)This Imss has been designed for a f 0.0 psi Whom chord Ilya batl noncondurrent vdM arty other Ilve loads. 3)-This truss hes been designed fora Ilve batl of 20.0paf on the bottom chord In all areas More a mote ngle 3 -O tall by 2-0-0 wide and fit beMeen Me bottdn others and airy other members. 4)Rater to girdons)for huss to trow conned OW. 5)Provide motherland connection(by oMara)of truss to beadry plata depends of v4mstarm i,,100It,W1 in at joints)2,& A sal VaXy~,00swrxr Mmao. ]fa Pv 1W5ANPWCLYOEe ILKk RlF91 .'ooE06]Onm.moots SaeFONEeee oenou,"e- mao meMlekAcaxwcim.nxr,arreoaaeorvvwol�w«aalertswM.mecrorm r�ema,a wales�mwrear for Iius"rem P¢lom me.IneawgddaBMlmw.renrym.q�M,:Iday oldulal Raul'remo Qewroerlvroo'v ammeama ndpomao.�la1 M4ardoods ®aN!]coletlklo peVa,I dwMr9 elYartltl Llmw�rnl/a chXtlmer sMY.]WaMr1 MmP'�raYm]�mv✓fnI dOCM! MITOW Iol,repAed a eMllWa ,b patent calgre Mr CoTAxa FuxrH"ud dm, r trmodo.fa deme 9adlux' IeP.sg Ma ma6 PehaEW afA. lube .ramps a»rerv.wadeonmeaanaamivaodlnss*1aa��a.4xum11awN em«re,weaaaraeeu wkalPerrl,weern T.rm.,FL 3xro 8yrlx I1Yumollon Ov/Ittle M1an In®RoK MMIIe.410 N.Iee Street 9IR a1R,A'aaa,ab VAY1314. iJob Toreas Tmv Type . . Ory Ply T10584280 12960TOA CJ15 COPNEP JACK �.2 1 Jo0 Re I &al"Ig Cmopod"d Snpply, JBcro—I...1132258 9C.p..AprfAWC18MITcx Mac. 8If 10ItlZFgblpG3xoYuk411AWG9DJo-ZUDB%zUUDnWMIgpINLZOBOZNKtlUVMe%uxeM1SD a112 a1-1z Saale=1:22A 4.0 Fl2 2 2M II 1 4w— 3 2 $12 Plate OffsetIXYI D'G29y0 I LOADING(pal) SPACING- 2-00 C. DEFL In (lac) read Ud PLATES GRIP TCU- 20.0 Plate Gnp DOL 1.25 TC 0.58 Ved(LL) 0.03 34 >lll 240 MT20 244/100 TCDL 10.0 (.umbar DOL 1.25 BC 0.33 Ved(TL) -0.04 34 sm 100 BCLL 0.0 ' Rep Stress lna VES WB 0.00 Horz(TL) A.11 2 Na Na BCDL 10.0 Code FBC2014RP@00T MaNx-MS WeI0M:181b 1i=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPOHORD SMucWml synod sheathing dmody appliedoral-12ad puffins, BOT CHORD 2x4 SP No.2 inept and vedl ls. WEBS 2x4 SP No.3 BOTCHORD Rlgid calling directly applied!or 1o-00 oc bracing. REACTIONS. (b/alEe) 4=15flm55,2=11&MacM1enicel,3>15IMedlenical Max Horz4_--8i 12) Max Uplift 2=-%(LC 12),3=4(LC 12) Max Gfav 4=158(LC 1),2=113(LC 1),3=]BICC 3) FORCES. gb)-W%r GomplMex.Ten. Miforces250(Ib)ortessaxaAefienshovm. NOTES 1)WIM:ASCE]9q VUI1=13ompb(e-secaM gust)Va =101mph;TCOLd Op tC BCDL=S.Opsf;h-258;8=4511;L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GGp=0.18;MW FRS(d0ectlonal)and C-C Comed3)zone;end vertical left exposeQGC for members ship!forces A MW FRS for reactions show;Lumber DOL=1.80 plate gdp D0il a0 2)The truss has been designed for a 10.0 psi boll Chord live load nonconc,nent Win anyo0er live loads. 3)'This truss has been designed for a live load d 20.Opat on me boMom chord in NI areas share a rectangle 35-0 tall ty2-o-0vAda will III bathed.Ne MBom cMrd and any alba,members. 4)Refer to girders)for Muss to truss connections. 5)Provide mechanical comeclion(by others)of Mess to bee Mg plate capable of wiRetanding 1001b uplift at IdN(s)2,3, Q WIAIW4.Vaey Eulpnpvs�Neen4 a.aNa,E9.'.ase YILLWEa MIEx a6911NGE aAOEM1O➢m.teVYAI66ENFE UeG nation W]lu u,¢-N'ulM of...—I—Rh a,iOpla U—nia ,union Mamelea Nwwn,wW tfw m aY9WxvJ dAdhpcanlmm4 roi bin Mian.6alae�m.IMhilldxl tlm4y✓x muslvelloMemFYCMINof tl Ypqum¢lasmf pn[¢IY nr�pade R3tlt.9.TM1 II¢ovatll Wtlpdeanin dr-ina tWJhlo pavemf 11tlp IkAv4Ad siv ry aM/a�d ar-1—.1 addIMnI6mNW 111.= midmtp t MgnleM�aJ Ya skdMaNfo PovdnccNQ+w rmm eWuxv111VrYmlPWaIYWM'M.1w IM�e'doos IdM�eeN the MwlculMxv ilarye.OdM1KN.aeclbnaM bacxG Ol lnlsesaWlnmMMm(MNaI/MI(Wd1Y GI1xb.MHV m4lCL WIMxnYeulVotlenl 4W4FNU den BMtl. ay41Y INamaXm wtllWe hwn Ina Naln YaXMe.RI8 N.Lw 51rea1,aJla 312 NaWiBA1 VRY3J11. TmryL Fl YYta Job Truss Truss Type r ON Ply T1058428I 1235BTOA 6.108 JACK-OPEN r B 1 Job Relderce(Optional BdMlrg Compontn!SupplY. Jsd¢omllle,Fl92258 3010s Apr202Od ^..ss Msr030 :14:402017 POP ID:IxZFgnpC3xoYuNIAWCgW-IV2UViMWHMSmLMNyMP_e _u4BEl6s 840 600 sale=1:36.4 6.az ) w i 6 T yA 3 9th 11 bb0 � 6A0 z6o o-ib LOJgl(psi) spm2 0 CM. DEFL In (loo) VdeX Ud RATES GRIP TCL- 20.0 Plate Chip DOL 1.25 TO 0.83 Verl 021 " >335 240 MT2O 244/190 TCDL 10.0 Wmber DOL 1.25 BC 0.112 VM(TL) -0.22 34 >318 180 BCLL Do ' Rep Stress Incr YES WB 0.13 HorzQL) 0.34 2 Ne We BODL 10.0 COde FBC2014/TP=7 Manx-MS Weight 29lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural vrooO sheatMng clreclly applied or 6-0 oc patina, BOTCHORD 34 SP No.2 except and yoroade WEBS 9th SP No3 BOT CHORD Rigd telling directly applied or)-942 oc bracing. REACTIONS. (Ib/N9e) 5=2324)-56.,2=1)MM taN,1- 8 mhanicll Mex Hou 5=160(LC 12) Max Uplift 2=-)5(LC 12),3=42(LC 12) Merz G.6=232(LC 1),2-1)4(LC 1),3=116(LC 3) FORCES. (Ib-Mex.COmp./Max.Ten.-All forces 250(Ib)m less except ufien sheen. TOPOHORD Y5=30W10) WEBS 1d=-241/426 NOTES- 1)Wild:ASCE7-1 V,VMt=130mph(3secdd goal)Vaed=101mph;TODLd.0pst BCDL-S Q af;h=25i;B715It L=24X;eave-rft;Cat, 11;EV B;End.,GCpl=0.18;MFRS(OlrecttOnN)end C-O Exledor(2)0-1-12 to 31-12,InAaor(1)3-1-12 to 5-114 zone;end vertical left exposed;0-C for mambas and forces A MFRS for reaction shown;Lumber DOL=t80 plate grip D01-1.60 2)The truss bee been deslgned for a 10.0 pat bottom chard live load nonconourrent etth any other live bads. 3)'TMs Inds hes Leen designed for a live load of 200pst on the hoftom chord In all areas ythere a rectangle 340 fall by 2-0 0 wide Wil tit beNveen the bottom chord and any other members. 4)Refer to glrder(s)for truss to inks conreddres 5)Provide mechanical connectlbn(by others)of truss to Bannon plate capaNe of elihstanding 1001b uplift at jcattle)2,3. Q mall meax4arip paesWaap BE4a NOIFI PY rIWIMO NL1Ue2.INEN PEfGxN¢YAaf 1114JJ m.14W9116IFNaF a9B. 1�r Wtl4nuwaiY Win Ml�maiecbs.11erogr 6OxP1diY�ar Manebntlwvm OdaM O1 hkNJM rxMr9 crnyzKal.rot pilieaHa.Bebeva.tl¢ WtOM nxtleei1H11p4MIcdiBM NtlNaI�MarelasW PWmb MUVdaM YtOe4TB•>II'e orad MVOWT�e�Vaxt MlaMlYblscwilhtllVdad.Ld Mm webadbrdvdm uN.HMwd lennMWatl Lanx"+BrelxKlY adag4raplXIMRJ1NaM6Pa�aYccbpeMXhFCau'�deBxYaCPWrdY�fa Wrrad PL"1d✓b 1e0Pr1OM {Yh�lbxtl Ja.d�aY.axlcnw1rm19dammdM1ueMMrrnrWWB110uBIY piOPaC R�IMMgCdrR^^ari MWPW EatlBN. 9yNee4mdur anYYlafrnrinsR KYe11rIB.R1a N.lee3heeC 916912 NeN[MS VR391N. Tariq.R 3'A110 Job T. T.Type .ON Ply T10584262 1235ill E,14 JACK-0PEN t ! Job Relererce o morel Summit Campo"m S:pply. JBckmmlllo,F132256 3C!C BApr 2C 2p!aMTek 1.^.d::BYlw".IfR. Frinex.r8:14:40IDt] Poget ID:giA?nwUXTsOlv6g5DuiENNUmpx-lWZlAaM5e04SHVMSDtlmLRiy6h3QY B u489zebSe 46a 4sp bceb-1:1].5 2 em F12 T 4 1 3 SII 4" 4e d PNt Ofl (XY} R;0241.0-071 LOADING(pN) BPACNNi 2-0p CSI. DEFL In (tea) Al ll UriFWaight PLATES GRIP TGLL 2p.0 Plate Grip DOL 1.25 TC 0.28 Ved(LL) 0.03 38 >99B 210MRO 214H90 TOOL 10.0 Lumber DOL 1.25 BC 0.24 Ved(TL) -0.08 36 x868 1BD BOLL 0.0 ' Rap Show Incr YES W B 111 Hors(TL) 0.01 1 we We BCDL 10.0 Code FBC201A 012007 Mayall 16lb FT=20x LGMBEW BRACING TOP CHORD 2x4 SP No.2 TOPGHORD Slr:x.1ural wood shoots,directly applied or 4-8H)oc humin SOT CHORD 2x4 SP No.2 BOTCHORD Fluid wiling directly applled ar 1049 oc bradng. WEDGE Laft 2x4 SP NOS REACTIONS. (Ibbi2e) 2=121/Mechemw1,3=831Mechanics,t=11ol Max Horz 1=6l 12) Max LIAM 2=48(LC 12) Max Gmv 2=121(LC 1),3=86(LC 3),1=184(LC 1) FORCES. (Ib)-Mex.Comp.Mlex.Ten.-Alf torose 250(Ib)orless axcepl Men shown. NOTES- 1)Wind ASCE]-10;VMt=13Cmph(3second Bust)Vasd=101mph;TCDL=SOpsf;BCDLdOps[h=251i B=45f1;1-24K;sal Cal. II;Exp B;Encl.,GCpI=0.1Q MFRS(ClaotlonM)and C-C Exlerim(2)OO 0 to 3-0-0.If teriohl)3UO to 41-4 xone;G C for members and tomes&MFRS for reactions shove;Lumber DOL-1.60 plate grip O0L=1 80 2)The t!uss has been designed for a 10.0 bef bottom chard live load nonconwrrent¢VII any other live lcaus. 3)-This truss has been maligned to,a If.load 0120.0psf on the bottom chord In all areas More a rectargle 3fi 0 tell by2-p0 wMe MII fit between Ne bottom chord and any other members. 4)Refer to girder(s)for tense to buss connections. 5)Provide hymnal mnneclion(by Where)Of truss to bearing plate capable Of withstanding 10016 uplift at jdnt(s)2. A w4aNwa-Y®Ilydewen —=+4aEIOXO1 -hae1NOP'CLWEaea/Ex aF/G4K.EPIOE"toor.la9YNI5BEFONEUSE SITV dlwleea>y WTMIakW careclws.Rktle9{Tkb¢NaYYumnFrnunelersYdn aMhlwm MAMT✓1 Wrapcomprwnl.rot epmayalan.�IaaIN.MaaN39daWaP�mNl vellhN INIcaflN ol�YT 1pa•Ie16na1m woMlly PcuVwate xMdG#I FIO IM ovn� lwemaw.aacro FaoWmwe.> +MNlsnavwrnrll�..woalewraaam«neel:wv.Pmmm terrlpuaymalxlm�nlxwN a WPr+rWAeOhMYYmCbpewNCG4 wxn P"�xa Pol44'NhlyyahlpaCa�lYO�aAla.isW wd PA!�IwwpaOptle poll N.'J. {Y tvlbLUuoA.dY.aaM�agl%Mxgdlnu2anllnvMlanswNJi/IFI111vIrY0YN4 Wa-aVatl YJ FtlNCwrypW Blah gEpllygn m[itM rydn Inm FM6 tmP114e.RIBH.tee51M1.exHa12 NerulJl¢VRR2314. T>^e.,FL 33M0 Job Tessa Two Type • Ory Ply 710584283 12958TOA EJIS JACK-0PEN 1 1 ob Re W Blinding Component Supply. Jodmornlll..11 e.OtO IfAW2018WsHIMllsmmE,I FrI Mdl0366;1450Jgi' POg.1 IO ItlZFpM1IgC3xoYW411AW GRDJo-VSHzyNk]PmEics6wG8O_tUgMOM1CNJeedRmM1SZ M0 r s4o Scale=1 MA 4s FIT 2 s 34 II 1 S � ,a 4 3 Orb II un s4o PI L OB (X,VI [41028,0A81 LOApNG(pall SPACING 2-00 C81. DEFL In goo) Wet! Vd PLATES GRIP TOLL 20.0 Plate Ship DOL 1.25 TC on Ved)LL) 0.08 3d >950 240 MF20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 048 VerhTL) -0.10 34 >835 180 BGLL 0.0 Rep Stress lncr YES WB 0.00 H.,e(TL) -0.20 2 Ne rJa BCDL 10.0 Code FBC2o14/TPI200] MCMx-MS Weight 191b R=20°: LUMBER- BRACING TOPCHORD 914 SP No.2 TOPCHORD Sbuctural wood eheatNng directly applied or 54 oc plains, BUT CHORD 914 SP No.2 except and yentcals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applled or 10.O0 m bracing. REACTIONS. (lb/alea) 4=205gd8,2=14GTA.cM1enlcel,3=58/Mechenicel Max HOR 4=103(LC 12) Max UpgB 2=E](LC 12) Max Gray 4=W5(LC 1),2=14B(LC 1),3=99(LC 3) FORCES. (m) Max.C.mp.Mfax,Ten.-All tomes 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3aecend gust)Vaal=161mph;TCDL=SApsf;BCDL=S.Opa;f 2511;8=4511;L=24X;saveA8;Cat. Il;Exp B;Encl.,GCp".18:MFRS(directional)and C-C Oomer(3)0.1-1210 4441,Exleaorl2)44-1110 5-34 mne;"ventral lett expmxd;C C for members and fomes 8 MFRS for mactiom shown;Lumber D0L=1.60 plate gap DOL=1.60 2)Plus iwss has been designed for a 10.0 pst Whom pmrd IIVa load mnconmrmnt Win any other INe loads. 3)-The trues hes bean designed for a It.load of 200ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M Woe Will Int betwanen the bef ern ch0rd and carry the,members. 4)Refer to girder(s)for twee to arose,connections. 5)Provide medranlcal connection(by others)of truss to beading plate capable of withstand,lee to Uplift N fell 2. Q WI/neMe-VUNy 4w{1n p W n�•un sM 8-0_x`by x`by]NLS ANO NLLI/OEOY'IEx aEf911NCE PIOf 1 149 m'.IOWNIS e60M UK �j,wlp nausoNY'�Sm MIe',Poeenwelexr aYxMYT anwcOMVlgrl 1pmlelem Pewm.we,klu m L AukA✓J tuLarq e:omn*nn�1.rot aOlvarLenl telae UP3.IMtvltAy)de.�la mlaivelln n¢tlxAGY11Na�lapinxxareler[aglrtt�drfc�*Magni d, RJU fin.condi alpdaaan waaewrxl4eda10 ae•a4Mawre aonrlaa n,sweoama�naamarcaealry AdalWiUl wlnpaavaacelmanm u.=md mi ogle e WO/s1eVJed MSId:INruMb Peml Mlgte vMl p,ade�lw Jrwrya'A pepulY Wnatie,fa gerlertl gltlU�cn�w,q,1g tln pYyY:albl.elpo}r.tl¢AYpry.xsSmad Cmclrgoaln®asOq MAMbrel teyWN/MI OueY1r 0XM;We,-aPvq aC9lWtlMy CollwlWrtl 6Bef PeM EMBW Mir IWmMon ae6YAe flan Inv Ikl9 Y6xAEe.R1a N.lee50ua1.SI1e 312 rWmnY1MVAY1311. Teeple,FL aSf. dab T. T.Type . Cty Ply 7IGIAMI 84 1205BTOA EAS JACK-OPEN to 1 JaO Relmelee loboned) B011dPog COmponem Slpgy, Jsckcornillc,F132266 8.010¢Apf 303018 MiTCk IMxMes,lrc. PoMsr 0308:14:602017 Pagel IO:1dZFA1mgG3x0Ydu4MAWCpDIe-VCMg4Vk]PmElce5x9k8O_IV¢MLPaan�geeONx&SZ 6L0 6L0 Sul,:811'.1' 2 6W12 T B ffiM G 1 4 5 2x4 11 3 w II 2O0 640 L0 0 LOADING(ped) SPACING- 2-0-0 r;M. DEFIL M goc) Wag Ib PLATES GRW TCLL 20.0 Plela Grip DOL 125 TC 0.]1 Ved(LL) 0.2] 3-4 >2]4 240 MF20 241/180 TCDL 10.0 Wmber DOL 1.25 BC 0.88 Vad(TL) 0.21 3d >345 100 BCLL 0.0 ' Rep Stress Mcr YES WB o.08 Hors(1L) -0.28 2 Na Na BCDL 10.0 Code FBC2014?P1200] Matrix-MS Weight 20 to Fi=20% LUMBER- BRACING TOPCHORD &4 SP No.2 TOPCHORD Slmdural Woad sheafthra,directly applied or 6O0 oc pu8brs, BOT CHORD &4 SP NJ except end verticals. WEBS &4 SP No.3 BOT CHORD Rigid miling directly applied or A-612 oc owing. REACTIONS. glaslm) 5=245038,2=184I1Aechanical,3 ElMeclftanlcal Mex Horz 5=142(LC 12) Max Uplift 5=.25(LC 8),2=-80(LC 12),3-75(-C 12) Max Gres 5=245(-C 1),2=184(LC 1),3=123(LC 3) FORCES. gb)-Mac Comp.Rdax.Ten.-Ail forces 250(Ib)m lees except WOen shown. WEBS 14=-16J NOTES- 1)Wind:ASCE T-10;VWt=130mph(3aecolM gust)Veld=101mph;TCDL=S.Opsf;BCDLS OpeC h=25ft;8=4511;L=24X;gave-,oft;Cat. I[Exp B;Encl.,GCpi=0.18;MW FRS(dlrecti.W)and C-C EMedor(2)0.l-1210 3-1-12,Intedor(1)3-1-12 to 63-4 mm;end vertical Ie0 mposed;porch left and right exposed;C C for members and fortes 8 N W FRS for reactwne shown;Lumber DOL=1.80 plate grip DOL-1.80 2)This Im9s has been designed for a 10C lost bottom chord live load noncmlcurrent with any other INe loads. 3)-T h s truss has been designed for a live load of 200pef on Bre botto n chord In dl areas MJ a rectangle 3b 0 tell by 2-o-0 wide mill fit belnaen 01e boftom chord all arty other members. 4)Rater to girdmys)for tmse to truss connectwns. 5)omits mechanical connection(by others)of 0uss to beading plate capable of wittriandirg 100 to uplift at(dM(.)5,2,3. QWAMIWa overlWa n.mma C,1vv,nraJI laM ,� li m r el Y 9 ..n .ia w ra, MNd4WM MMnIMSdatlEpeNfaJinPE.UBdo, I'll , 1 n mWmxnnenaro.vemanlcl N GWFV No ES es nl rtlyconm.A rode ae NG¢aw nn—,1-1h1 1), au srys enx.ce�AxNIP1.1, rJ cDSl c rel Is.Ypdi cco p,srwe eew hlb Fso aM4. XINy Woman-wtllKAo—F1 eu¢Plare,nTllA ,21aN.too.1 SJJo312.Newell¢1RY101I Tnrp,FL sola Job Trus Trim Type r GN PN T1MA42&5 1231541 HJ16 DIAGONAL HIP GIRDER 2 1 Jo Pei M1anU BUldlrg Component SrgpN. JadttAmIIIC,FIvo 08:14 _017 VIP I ID:ILFgmgCeYkIIAWCyo-�rJPWMuum1UtFi�iCfthXK6INBBIm5Y Sed SW 6u18-1:260 3al 12 NAILED 2 ry NAILED C 5 a 2xa II t : d A � 6 4 NAILED 3 yy Ii NAILED E- SN LOADING (tell SPACING- 2-DO CBI. DEFL. In fillINNI IM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vee(LL) Dail 3d o816 240 WIND 244/180 TCU- 10.0 Lumber DOL 1.25 BC O.42 Ved(TLI -0.14 3,4 a4T8 180 BCLL 0.0Rep Stress lna NO WB 000 H.,2(fl-) 0.19 2 We We Bi 100 Cane FBC201MFP1200T Merz-MB Weight 21111 FT=2094 LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD StmclurW wood sheathing 3redly applied or 5-94 oc purlins, BOT CHORD 2x4 SP No.2 incept and radicals. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 1000 w trading. REACTIONS. (Ihkize) 422&05-ll,2=166M1whanicol,3=TNe&micel Mex Horr 4=IO2(LC 8) all Uplift 4=Ill 4),2=-102(LC 8),3-3018) All Grev 4=228(LC 1),2=1681-C 1),3=114(LG 3) FORCE& (lb)-Max.Camp.Mlex.Ten. All tomes 250 fib)We.except Wien shown. NOTES- 1) OTE&1)Wind ASCE T-10;Vult-130mph(3-second gud)Vend=101mph;TGDLS.gxf;BGDL=5.0psf;h=25X;B=4511;1=24ft;gave-Ift;Cat. It;Exp B;End.,GOp1=0.18;MFRS(dlredional);and radical left Exposed;Lumber DOL.1.60 plate grip DOL=1.60 2)This Inas has been desif lw a 10.0 pat botlan chortl live load mnwnwrmnt Win airy after live loads. 3)-This turas has been designed fora live load of 20 opsl on th bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 Wde Wil fit hetween the bottom chord And arry other members. 4)Refer to girder(l)for truss to three connections. 5)Provide mechanical connection(by others(of these to bearding plate capable of withstanding 10015 uplift el loiht(s)4,3 except Q110) 2=102. 6)"NAILED'Indicates 2-12d(0.148'X3.25")too mals.For more comils refer to M1Tek's ST TOENAIL Derail. T)In the LOAD CASE(S)section,loads applied t0 the lace of the t tin are noted as Iron(F)or tack(B). LOAD CASE(S) Standard t(Deed.Root Live(balanced):Lumber Iwraese=L25,Plate Iwrease=1.25 Unit.Loads(pit) Vent 1-2=60,34.20 Concentrated Loads(111) vart 5=1016=16(F-5,B=11) Al5kWAeNMfi VxNy Mlpn pnxntn.mMeEAO NOR¢PY IIXe IXC MCLUOEOMIEN PEFFPA QY aFPoNE USE hM:BV�vd �Y MII¢L9 tn <onreJon.INatlnWx �fa4Vw�'�W 1 sh win. Ohl M Lrvl lhum� a 1rp re 1M g rutivaMydkaMlryo fe0.T . SnML +CaSYndR '1 NipMW ��arson a .d wamuevantw-dhgofNVFh}xN Ruswa u.v amt a,uv.Aaanom wanx s �ratvaro , M116k' uK eaucvfx dSally,rdto Heventeosm�wnn�aue�+nwupva+Jww-«Mau - a .w, yrv�ice rep.d dine ii M.talbrLeatpe ofd from crow aW a ohl,21B Nb MMrmmne^12.Ala ]U1Nr VA V3GXMa osi2faM east wlald�omPoe.^r 68w v.m Fut aFa. satyr x4oimalW�avax+e from rr�Haa lr.nmla.xta X.haestreat Anne 312.Na:a,alavA nali naP.a 23610 I Job Tluu T.Type , , Ory Pty T105&2fi6 12360TOA J02 JACK-OPEN 2 1 Jab IYna our bcrrl BUMirg C011glmeMS ppN. Jackso1M11c,Fl1�5E B.OtOkdIIMV201E0. 2rJ9WMui,6, RlUtFUMar 0308:14:51Kg1?1S ID-IHZFgingl'MIOYM[MUW CxIDJe-_2rJeR W MuiuSKmRIU1FLZBONmbXKSxcINBB1uhSY van ' 2-00 6A3 12 Sax—I He 2 36 II ! x4, a d ma II 20U AO-0 Plata OXeeb f%Y)-- ItEd0eo-tn21M42-&0681 LOMING Fit) SPACING- 2-00 W. DEFL In (roc) Wen Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vet(LL) ODi 9d >999 240 w20 2WIN TCDL 10.0 lumber DOL 125 BC 039 Ven(TL) 0.01 3d >999 130 BCLL 0.0 ' Rep Stress mor YES WB 0.00 Hoa(TL) -0,14 2 We We BCDL 10.0 Code FBC2014RPI2007 Matdx-MS Weight:111b F1'=20i LUMBFA- BRACING TOPCHORD 2x4 SP Nat TOPCHORD Stmduml Mand sheeting directly appalled!or 2-W oc puffins, BOT CHORD 2a4 SP Nat except erM verlicels. WEBS 2x4 SP No.3 BOTGHORD Rigid calling directly applied or 1(1 Wbmdng. REACTIONS. (Ib/a.) 4=74M SB,2=54.M1ecbenlcel,3=2alMedlanleal Mad Hoa 4=103(LC 12) Max Uplift 4=4e(LC 10).2=-73(LC 12),3=91(LC 12) Max Omv 4=11 T(LC 12),2=T/(LC 17),3=74(LC 10) FORCES. (Ib)-Max.Comp.Rdax.Ten.-All tomes 250 ph)m less except Moen shown. NOTES 1)Wind:ASCE 710;Vult=130mpb(3-saccmd gust)Veld=101mph;TOOL�5.0pef;BCD1-=5.0paL h=2511;8=4511;1-24X;gave-40;Cat, 11;Ely B;End.,OCp1=0.18;MW FRS(maddlonaft and 0 Exlerlor(2)ohm;and vertical left egwsed;C-C for members and farces 8 MWFRS for reactlon4 shorn;Lumbar DC1=1.60 plate Grip DOL=1.W 2)This truss has been deslgne i for a 10.0 pat bottom chord live load nonconcunent with airy other ING loads. 3)-TMs imu hes been deslgmed fora Ilve toed of 20epai on the bottom chord In all areas where a rectangle 343-0 tall by 2-0-0 arm, YAI Bt balween the bottom chord and arty enter members. 4)Refer to Safeds)for more to hues connections. 5)Provide rawhanldn conneelon(by others)of three to bearing plate capable at vMhstending 100 Ib uplift at joint(S)4,2,3, �Wx aMMG-YSIry Oa NynpwennrwemtleE4O xOtEa QV rN6INe MLWOEDWEx FEEFA4XCF egaE4i)!)]m.IWYIDIEI40PEYef �� 1MMn hole Iw w:wiY'Mm MII%®muttrebrs.11t WrLrp eLviceiwJY W>tr p�anewmMntadeMmlMFMhwI dYYre cpngTanr.ml Ir�nnyvlem aalrna us.IfilMQrp dW„rm m,nl xeNry IM WlMULhlNel aAa4ar psanetenaMgopMV neaNale IMdal}rr YllolMovadl auere eagn.ewlp YY�leaDwnevmlwdlneaY„waxgrtawba.uorewexrexlbmwv.naabrw lerrhwrw�el>m�Wal lulre MRek' 69041'xdwMreRAeewsmlNmeto geYamnamMY.aIIIxpMnrldxpV aro gePMN agnrex_ retia aaxea�e reavtlglEe Milk:oKn alwx�.tldNwY.FeClwnatldm'Ip olMmeiaMMgstelnt'aV,Nll/MI OWMy CMVM,DlaJ9otl lLA WYIna Cwnpalxnl T,F1EMaxtl ' ]dNylMwmalrm awldNH Yen invrMle YINMe.21a H.lee SYeat 5Jw312 Neaatlh VA2T]If, is,rpe,FL 3E10 Job Trusa Tries Type . Cry Ply 71066426] 12368TOA J11 JACK-0 N 1 1 Job Relenwire 'orwl BUMnBCompo«M3upply, Jstl¢ornblle.F132256 Paget ID:giAlnwUlR IwWDuiEVWU pn FRNU MDy x0U2emeV�i"7NTz 10p -10- Sod-110's 2 6m 12 1 a' as II 3 t-too 1-100 Plat OX 1 DI,Y1– 1 '62-80 ]I LOADING(pst) SPACING 2-00 CSI. DEFL. In Qx) IW - PLATES aw TCLL 20.0 Plate Grp DOL 1.25 TO 0.03 Ver(LL) -0.00 6 s998 240 -W 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.04 Ved(TL) -0.00 6 199 180 BCLL 0.0 ' Rep Strew thor YES WB 0.00 Horz(TL) 0.00 1 we we BCDL 10.0 Cope FBC2014y PI200] Metdx-MS Weight:7 l 'T 20% LUMBER- BRACIND- TOPCHORD 2x43PNo.2 TOPCHORD SWCNrolwcotlsheathingdlyedtya IIIort-l0-0acpudlln. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 do bredrq. WEDGE Left:2x4 SP No.3 REACTIONS. O"Ize) 2�SI hanica1,3=2WMe&h icel,1=7=-68 Max Harz 1=26(LC 12) Max Uplift 2=-18(LC 12),3=1(LC 12) Max Grav 2-45(LG 1),3=33(LC 3),1=]3(LC 1) FORCES. (Ib) Mex.CompM.Ten.-All toner 250(lb)or less except whe0 shown. NOTES 1)Wird:ASCE]-10;Vur=130mph(3 s and gust)Vesd=101mph;TCDL=S0ps1;BCDL_5.Opa1;h=25M1;B=456;L=24h;eava=4M1;Cat. ll;EV B;Encl.,GC,I=0.18;MFRS(plrecllonal)and CC Ex eror(2)zone;C-O for members add tomes 8 MFRS for madlons shown;Weber OOL=1.60,1ite grp DOL=1.60 2)TMs trues has been designed fore 10A pat bottom chord live load noncdncurrent with anyothd w.loads. 3)'Thle beeshesbeendesigned fora live older on ttce bottom chord in ell areae wfiere areGangle 3fi-OILI by 2-PO wide w91 tit between the r "a chord and am oMer members. 4)RGer to madras)for nuns tl Vu(b connections. of t 5)Provltle mechanical connedlon(by oMers)of Was to bearing plate capede of vnMsteMing 10016 uplift at IGnt(s)2,3 QMEMYIO-ise,r r/wvrwMNllF4e MCFE80X 1etldNO tlICLWEOWIENPEFEMX[EYNifLi)lAm.146bIEBEEOME eSE CewR WpMueaiy v.M Med"", wveeba RBtleYan 6[w1 neYYurm lnmurinrs rlvmi Vd41am MM5gI laltYrp ernµmot.rot I�erindice Pekeaue.11w Mfh9�4wrmwt YaIM hwcu4:aDIMIXdnY[Fl paanefenad Pcµ1YLicupadaIMGA6}rIntoIMOVgdl fo-amfvr.aawe�teanwre.�,twwaaL�o-an.�.,eba,dro<wamameer.w+y.ream..wrmIXwmaa«mvwnty«ro k• tdwas rePweO W+1?NlYatlb PeYen!ccYQWixMp�wnreE'A Lwryarvl pc9swdvri�e. raP�tl PE]vca xp�W Ina P'MWMi.Lldye.MINdy.a'aYnmida9q Ol Lrvaad M1imppenn aeM1Wl/MI Ge!/Mw1q D5ad4atl NSWMpCarypxnl he,Fl. Ei BM4. 8Wy Irbmplm aY6YYe M1an 1rolble xu1Nh.21e N.1e95M1eeL 51163!2 NevutlLy VRRR514. Targe.FL 8110 JOU Truss Tnss Type � Ory PtY 0584280 12:L58TOp J12 JACK-0PEN 2 1 JOU RNererce awl BBMiry Component Stlppry, Jsesawtlla,Fl 33258 B.OIOpApr20:g18 MDck lmJuoMcs.lrc. Fn Mar 090B:14:52201] Psgct ID:tldZFpNpC3xoYUt411AW CyNo-SFPINULp0yxw0U2emeVPmeAryGni4ry]IyTub6X Y.N' a9 ' &00 12 SWe=1:21.3 2 3U II 1 n NA h 4 3 34 II 0d a. Plate Offset (XYI-- 14'0-2-00-081 LOAOINO(psf) SPACING 2410 CSI. OEFL. In floc) Wen IAl PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TG O.K Ves(LL) 0.01 3-0 >m 240 MF20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Ves(TL) 0.01 3i aS99 1B0 BOLL 0.0 ' flap Stress Incr YES WE 0.00 Herz(TL) -0.08 2 we No BCDL 10.0 Coda FB02014 112007 Metrix-MS Weght:10 lb FT=20% LUMBEN- BRACING- TOPCHORD N4 SP No.2 TOPCHORD SbrcUmd wood sheathing directly applied or 2-04)are pudlns, SOT CHORD 2x4SP No.2 except and yorlcals. WEBS 2x4SP Nos BOTCHORD Rigel calling directly appllel or 10-0-O oc bracing. REACTIONS. (lb61a) 4=240b 8,2=54Mechanlcal,3=20RAechanlcal Max Hoa 4-80 LC 12) Max Uplift 4=23(LC 10),2=-53(LC 12),3=-49(LC 12) Max G2v 4=74(LC 1).2�(LC 17),3de(LC 3) FORCES. obl-May.Comp.Mlax Ten.-Allforcea250(Ib)orlessexwptwlrenmx.. NOTES- 1)Wind:ASCE 7-10;VUI1=130mph(3-second gust)Vesd=101 mph,TCDlr5.Opsl;BCDL=60p f,,h=25X;B--4&t;L=24ft;eave=4X;Cat. Il;Exp B;Ene.,GCp1=0.18;MWFRS(dlrectionai)and C-C Exterior(2)ins;and vertical left exposed;porch left and right eigios al for members and fomes 8 MW FRS for reactions shown;Lumber DOL-1 BO plate grip 001=1.80 2)TNe(rues has been designed for a 10.0 psi bottom chord Ilve load nonoomment Min any other live lease. 3)-This was has been designed lora live land of 20.0pst on the boftom cho !In NI areas whom a rectangle 341 m%it by 2-00 wide will M between the bonern chord and any ottrer members. 4)Refer to glyder(s)far mass to ties connections. 5)Protide mechanical connectlon(Dy others)of miss to bearing plate capable of witiWandirg 100 lb uplift at em(s)4,2,3. WARNWe vwm,Moven 1wow wri a..NOIEs PwThaANUMCLUUEUM xeEFERA.'A..xxlanv.l6'OMOISaEFWiEUEE. Ilef{p rmlltl lw us WY'MIh MIH®caucclws.Rk�YpnYMmlwYY ulwo.n,onelastlwYm.avJlS famYdIMLM WYtleu cgnWmnt ml aim sutra. �laa uY.Ra nxWJ'gdep,3m mu[I VMH are a.1ml.1�tlm ruaaenenaq nrop�dY Yx:UIWele nttle43n lnlo tte awed) halaxweesom a«awnaeawanroaY.aala<Iare erYrwrEa mswebawo«can.a.mn oar.Aaosorn Wml�wmawmawalaaelap MiTek Y a.a 1tv'ae arekennYaaaweYealwkoAawlm Por4ao�wa wr..�ewawmam�Te. ro�w��aeaeaze�wa�merw Yea 2a,se ca.�aroe loss, slaa}r.tlaluely.e�eCbn WJ[ta Jpaewf'saNlnusyl®nL®Mxcir,an vx.'a. lgoss-09aq aCu 41anPCmKwxlE I saeW kwlmaoa eamNao.lna IMH4WMIe.znOn.L.esiwtaxNanzaaa,.Rnn vp zrJla. i.,,Peaaas�o JabTrrss True TYPe F CM Ply T105&Z6g 11OWTOA J1a JACK-0PEN 1 1 bReh - i ^01 P i &.,anp CBmporlen,Supply. Jxksonwlle.Ff3 56 ID:IxIZEgIng(CluoYUM11AWCgGIe wFy4egYCOKBpZ bihip2eV4YaTh?EyE4nlFwzelSW zd-0 SWe=1221 ..0) IR R sot II t SIA I, 4 a aA II z-4 a zstB Plate OhaN DCVI 4.0-2-0.0-0-121 - LOADING(pall SPACING, 2-00 CM. DEFL. M (bc) pEeh Ud BUTES GRIP TCL- 20.0 Plate Grip DOL 1.25 TC 0.49 Ved(LL) 0.01 3 >We 240 W20 2WIN TCDL 10.0 umber DOL 125 RC 0.25 Ven(TL) -0.01 3d >999 1S0 BOLL .0 ' Rep Stress 6¢r YES WB 0.00 HarzQL) -0.Oa 2 we rVa BCDL 10.0 Code FBC201,LTPI20Oz Metrix-MS Weight:nm FT=20% LUMSEA- BRACING- TriCHORD 2x4 SP NO2 TOPCHORD Structure]Ywod sheathing directly applied or 2d O do pud]re. BOTCHORD 2x4 SP Not except end writers. WEBS 2x4 SP Nn3 BOTOHORD Rigid telling directly applied or 1000 w bracing. REACTIONS. "cre) 4--Si 2-12,2=6&Mecrienlcal,3=23I1alechanical Max Harz 4=85(-C 12) Max Uplift 2=-54(LC 12),3-27(LC 12) Mex Oreo 4=88(LC 19),2=71(UC 17),3=46(-010) FORCES. Can Max.Comp.R.Aas Ten.-All tomes 250(Ib)«less except emar mown. NOTE& 1)W Ind;ASCE 7-10;VUt=130mph(3aecond gust)Vasd=101mph;TCDL=SDpeC BCDL=50ps1;h-25h:B=51t;L-2411;eave=411;Cat. II:Exp B;Encl.,GGpI=0G8;MFRS(direcllospen and C-C Exte0or(2)zone;and veNlcal tell epmseri C for members and forces 8 MFRS for reactions mown;Weber D01-1.60 plate gdp D01r1,60 2)This truss has been designed for a 100 pal Whom con INe load ncnconwnad With any ober live bads, 3)-This truss has been designed for a live load of 20.Opsf on the Whom than in all areas where a rectangle 3.6 0 fall by 00 wide .11 lit Woeeen the Whom con and my Me,members. 4)Refer to grams)for trues to truss connections. 5)PmNde machan]cal connection(by others)of truss to Oearn plate at Johns)4, 6)Pmatle mechanical connection(by others)of truss to heading plate capable of withstanding 100 In uplift at IOInf(s)2,3, Q W4anNa-VxLy 4 Wyr pawMo aro AFAU NOIE9 gI1l0Y10 NCLIIpFOYIEa efifAANLE MOE I6)4Anv.I0035016 BEWK USE neYT WkIM rtauaYwMaeA®caVrecb2 RhdehWn 6Mretl MY up�npamnlen Lawrt a'AhMmxMW.I�d dAWgcwnPnL rot ry9art Beknarva. dlAq mar mrervcvlN aw4lACRiNNor[I Jgyr planalemud pWaMhcWmle"non Y MolMwxtll 'wdaad®Nn.a�hiewwmasfomewane�eev«har aaa nunweno,w�omramemuerewv.wexor.tl wmwrwmarerm— ror«rip M k' a WmY+rmAW ka SkdlNaglo PevcvOCWZ wlTl*+aALe psrsu✓1 h0xYud pM+errY�A. ru�ratl GLrfoncnro0rrubrffhe IdxkaM alwaae.tlaWery.ereclbnm]bW'r9ollnmeam]MRaWemi aeAllg/MI GiWIY CRwM,D5ad9aM KflWtlrp Component 60W PuneEss Batl. 9yMylMmrurim wL•RJshan F®Na6hWIMe.RIB N.Lae¢Leet.sJIe JIB.NBvn/lb VTR314. TI.,R aMI0 .Joe clues Thier Tvpa . 1 ON Ply T1a5642Ta 123517 Pap 1 8TOA J13A MONOPITCHSUPPDRTED 1 1 Joe Re,u mew o morel GrammilCompprlomSllpplY, Jack»mllla,FI92256 IO:MZFM,C3xoYukMAWCtjWa wRyugYSO101PZ4bgblHp2V5WeTMEYE lFx"W z4.o .t4_q 6W 12 6We=1:22.1 J14 I 3114 1 ILI 4 3 y4 t x 11 I Plate 011seta(XY)- 1310-2-0,0-1-01,14 2-00481 LOADING(psq SPACING 240 ON. OEFL. In (ft) Wag w PLATES GRIP TM 20.0 FIMe Gdp DOL 1.25 TO 0.42 Veh(LL) NO, - We 999 w20 2"Aw TCOL 10.0 Umber DOL 1.25 BC 022 Vert(fL) Ne - Na 999 8011 0.0 ' Rep Stress,Ina YES WE 0.00 HMR(TL) -0.00 3 We We BCDL 10.0 Code FBC201MTPI2007 WAGS Weight:15 lb FT=209: LUMBER- BRACING- TOPCHORD 2x4 SP N0.2 TOPCHORD Structural wood smoothing dlrec8yapplied or 240oc puffins. BOT CHORD 2x4 SP No.2 except and vedlcels. WEBS 2x4 SP No.3 BOTCHORD Rigidceiling divectlyapplied or 1000 oc bracing. REACTONS. (IWSI2e) 4=82f2-4-0,3--822-0.0 Mex Hors 4=83(LC 12) Mex Uplift 3=82(LC 12) Max G.4=M(LC 19),3=110(LC 12) FORCES. (ID)-Max.COmpWM Ten.-All forces 250 gb)or lees except when smovm. NOTES 1)WiM:ASCE r-1q VUIt=130mph(3-secwM gmD Vasd=101mph;TCDLd.OPsq BCDL3.Ogsf;h=251t;B�5ft;L=24X;..v 1;Cet. 11;EV B;Encl.,GCpi=0,18;MFRS(directional)and C-C Comed3)zone;and vertical left exposad;C C for members and forces 8 MFRS for reactions shown;Lummer DOL-1,60 plate up DOL=1.60 2)Tmss ignWfor Wfr loadslntheplaneolthetws mlY. Forstulle exposed to vand(normal to me face),see SaoWard Industry Osble EM Detalls se applicable,or consult quallfied oulding designer as per ANSIITPI 1. 3)Dole requires compra mus bottom Oh0rd bearing. 41 Tense m be fully streamed from one face 0r securely braced against kteral movement bra,diagonal year). 5)Gape studs spaced at 1 40 cc. 6)THIS truss has been designed for a 10.0 psf bottom chord live load nonconcument with eery,other INe loads. 7)'This imm hes been designed fora live load OI 20.Opst on ire bottom cFwM In all areas MOM a rectangle 38 0INI by2-60 wide Wil nt between the bpronn chord a1M any other members. 8)Pravda mechanical connection(by others)of house to beatlng plate capable of wllhetandirq 10011,uplift at)oinds)3. QWAWtl/aWr%4w/an/vmnlu=w4eEAO NOR9 CN 11tl44YO NCLUa®af/EN PEFFMNLE/AaEe4)4]I m.IOVYAIS eEWNEVEE I vap MundiYrMlm MllxY£'a:mreckn.R4�YGTaoaeOelrlYupenpdanxlers Laun.a'Aleld . 1dYtlYq ed wnt.lxrl Inplybn Bvlwaubs.Te MiRRI ddkpd mini vellN Itw.gp�aM6N der.Yrn[vanelrvsatl WMe4YkcdNxale R6 W4T Into tt¢ovenYl a4de4ddld�.Wutq McaleOkla px�enl bx:4Yp a1616.MIW lnrmweead/aawNmumlwii WY.A Mi 1,k a lemur WwJWaeala�ld¢M ' awen�«rye•aloe.Immv�lwae�alwl�.mmlx,.Laor>a1...r,I xJry dla l.we,ly ween. m.w+..a ww—wnn nye moa r.n.F.n ane. kdtal eaaO3a.tl91VVY.erecxcnaglvaclrg IMaasimllvawlmnc mwANN/1PII C1MIN n11e1M,I1Ld9 an0 aCEIWW4q Congmenl Tanpa,FL 33610 3yelYL4pmypn w.Mxyrypn lrvp MbFeII6Aa.411,N.Lee SheBl,SIle J12 PWWxxy VAII311. -. Joe TnNe T11cs TYPe . L Ory PIY 710584271 58 OA J14 CORNER JACK 2 1 D BM oil I.P..Supply. Jacxsomnlle.Fl3u58 ^0 M BTekl F M OB 'q Pgc I D:IxIZFgImg03XOYukM W W Cxj W oOtl'NSOOZE BOGO BOAtYtp2eg20EmYYhBN IGuaMutlSV 424 42b Scale=122.7 432 12 2 gg 'b 3k4 II 1 n ad n 4m= 3 424 426 Lomw(grad) SPACING- 240 C&. DER. In (bo) Met 1 tM :XATE6 GRIP TCLL 20.0 Plate Grip DOL 1.25 TG O.SB V.4(LL) 0.03 3d >WB 240 MRO 24 1110 TCDL 10.0 Lumbar DOL 1.25 --:-J-0--- C 0.34 Ved(TL) -0.M 3d >889 180 BOLL 0.0 ' Rap Sbesa Xlcr VES WB OA0 Hoa(TL) -0.12 2 We Na BCDL 100 Code FBC201MPI200I Mahht-A� We1gM:181b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmclund wood sheathing droody applied or 428 oc pudlns, BOT CHORD 2x4 SP N0.2 exmptendverr.h. WEBS 2x4 SP No.3 BOTCHORD RIOId roiling dirsody applied or 1000 x bracing. REACTIONS. (1b41xe) 4=180N-58,2=11GMeCNanlca1.3-4 MMnicel Max Hoa 4 Qlft-C 12) Max Uplift 2=-57(LC 12),3-4(LC 12) Max Gmv 4=lW(LC 1),2=114(LC 1),3=77(LC 3) FORCES. (IU-Max.ComPB✓Ax.Ten.-Mllorcee250(lb)orleeeexceptrah.9boyer. NOTE& 1)Wind:ASCE 790;VUt-130mph(3-second gust)Vmd=101mph;TCDL- .Docl;BCOL=5 Opsf; 25I1;8=4511;L=24X;eave-,la;Cat. II;Exp B;Encl.,GCDI-0.18;MFRS(tllrecllorel)aM C-C Comer(3)mns;and vertical lett expoadd;G-C for members and forces 8 MFRS for reactions shown;Whether DOL=1.60 plate gdp DOL=1.80 2)This(hens has been designed for a 10.0 psi Whom chord live load mnconcunent with any other live loads. 3)-This ss has been designed for a live load of 20.Dpef on the Whom chord In all areas whrec ere a tangle 38-b de lall by 2-o-0 Woe will It between the Whom chord and any other members. 4)Refer to glydegs)for truss to frons connadloM. 5)Protide mechanical conn8don(by others)of truss to Dealing plate capaNe of wilhstandlllg 100 It,upllft at Ioings)2,3. Q W4.-ywey4Wanson. 6IXI res, 100.Y 1se"0a"o. IYJq�Wltl Iw care My wtlD Mlnl�cwrecim.Rdtle.Y�kMedwtlY Ww�Vwanalem0wtmd klam h1M3N WMeq w�Y>a'�Y ail ydem.�1om I,xn dllOp�1nAP�w m WkIadd�4vuutlRM~44eII 4xecMnaq bdIvae64NWInsaMIw141N of tlaLlT wm.ons,onHIY kraMrxndabFRp ,W aLLT CFabMnpRywww�owvertldl WG .ymcMgWwW4e Press. nry.{xcleelYdnn1,x geI w Sw—evMXWMIdN Melf"l-asand.luessest,YaWe."e"eY, aW4PYb Etl BN4. Tsnq.R a�10 yysly HwnWlw�watt rywn aimf Wle MIMa.210 N.1ee5haeL51b 01 R.Nemgih VR'MJII. Job Trues T.Type Ory �' T106Wzn 1asser A Pot Piggyback 1 + JOE Rekrefce o -oral BUIMItg Component Supply. Jsdeolwilk,R 32258 0.010 sApr202010 MRaklMwtdes.itx. FX Msr 0308:14:59201] Fall ID:IWFgkpC3 Yuk411AWCz)OJe-OtlWS EWGpBDA1B?p2eg2JfzoeMPNIGamMsehi 2d-0 811-0 123-0 pyo 7-70 2d'U Sell 3�_ &4 m= e a0 12 a e 4 +D s i a , 2 ] i$ a 34= a .4= &4 II 1230 23 0 Plane Ortsels DLn- lao3o z t ISo-uo-z-ol _ LOADING(pal) SPACING- 260 C51. OEFL. In Qac) IMeX UG Puns GRIP TOLL 20.0 Mete Gdp DOL 1.25 TOVen(LL) 0.00 ) M 120 AfT20 24U190 TOOL 10.0 Lumber DOL 1.25 BC 0.25 Ved(TL) 0.01 7 M 120 BOLL 0.0 ' Rep Stress Ima YES WS 0.05 Horz(TL) 0.01 6 We We BCDL 10.0 Code FBC2014RP12007 McNxS Welgh035 to FT=20% UMBER- BRACING- TOPCHORD &4 SP No.2 TOPOHORD Structural woad sheathing directly applied or 360 oc pudlns. BOTCHORD &4 SP No.2 BOTCHORD Rigid celllrlp directly applied or 10.0-O oc bledng. WEBS &4 SP No.3 REACTIONS. Pow.) 2=249/163-14,6=249/16314,8-101/10314 Mex Horz T-17(!C 10) Mex uplift 2=-52(LC 12),6=52(LC 12),8=6g(LC 8) FORCES. (Ib) Max.Comp.AJax.Ten.-All fomes 250(Ib)oI less except Men shown. TOPCHORD 23=-302/14],34=-25W135,4-5=-258935,56=602/14] BOTCHORD 2-8=6CV256,6-8-86256 WEBS 48=-2]&154 NOTES- 1)unbalanced roof live loads have been considered far This design. 2)Wind ASCE 7-11,Vult lWmph(3spoolgust)Val 01 mph;TCDL-5.0peC BCD1_5def;h=25X;13-�151t;L_--24X;eavi lX;Cat ll;EV B;Ercl.,GCpi=0.18;MFRS(directional)and C Exie0or(2)64-3 to 66-15.Intedoul18815 to a-11-0,Etledur(2)411-0 to 114013 zOne;C-C for members and forces 8 MW FRS for reactions show;Lumber DOL=160 plate grip DOL=1.60 3)Provide adequate drainage to prevent water poMhlp. 4)Gable requires continuous boftan chord bearing. 5)This truss has been designed for a 10.0 pal boltom clod live load nonconcunent wil any other live loads. 6)-This mad,has been designed for a live load of 20Dpsf on the bottom Chord In all areas were a rectangle 380 all by 2-0 0wide will Ill between the boXam chord and any oma,members. 7)Provide mechanical connection(by others)of trues to bearing plate capable of armstruffinJ I OD Ib uplift at lands)2,6,8, 8)See Standard Industry Piggyback Tress Connection Detail far Contraction to base truss as applicable,or consult qualified building desigfral. AwAANrwVxNy Calp•pvmnxla.NPE4e Na/I9 CX 1N6 ANO MLLUOEO.WIEN P6FNANOE PAOEYx4Am.lOWMIFeF/OM UbE ce9mn AN(w ueaYYx'IIn MIIeN§conrecMm.RAa CaYTt[xmtlmlYlgTt ppanele¢Oiolni,mOhla lm�YM.M daQfq roml*»wml.rol pu65ybm-P.Iawe u.43.Me.MWAre CeagtvxmuilvetlN Xw IXFAktMlN of•]e4[A Warv�lvn axl nam Y +Wale MMtl{ln h+ofl¢ovatll Wpg rospx ocYglw.tTedklo geven+MmtlegolYwfikA lMmwaOa¢1/w clvxelmmmtmrz• MnpYay ab ronnamfdmYq h tlwtq tegNMMdtln'leyyglu gevnnlwW4+m wXh W@repnµwW NaY adgMIpoQxn[pe. (p pxw•tl pLL?nn•ieWtl•p 11w MwknlbM1[laq}[,WYxry,eta`Ikn axlM¢Itg ollnmanmlfmmayxfexnnµaxAX51/MIOWIIy QIMIa.O]e-!trach FCN Wtlnp Gompar•uN FL Tart Vu.FY 1dYy ENatmkm wdYAe M1wn aim ROR F[IIMep'21tl[l lee Bfieel.9ulle J12 NnaMM1x VA22d11. Laq. AF10 Jab Tru» rru38 TYpe Oy Py T105842T3 ,za68roA Poz P1e9roaak + + ,lob Re ereraa(o fioreU SMMilp Component Sippy, Jseksomilie,1132266 8.010 eApr 202016 MITekIMuaMOe,lx. RiMar 0308:14:6620+] Pa9O1 ID:lxZFgMgC3 Y1 IAWCYjWI eg4g9MZyx0%pNI31KH]t UVpN6 TBOWXwLOlpea ll LM 711-0 1230 4b0 37 0 480 4u1e=120.8 3r8 &4 SII 3B_ g 4 6,00 +2 - � 10 e 4 q 6 q y 2 a 1 )e s 6 = a4 II 12" 30 P1 on txn iso-3o o-2-0I is -30 o-2-01 LOADING (psi) SPACING- 2-00 CM. DEFL In (bo) IMe6 W PLATES GMP TCLL 20.0 Plaf,10,DOL 125 TO 0.18 Veh(LL) 0.01 T her 120 MF20 241/180 TCDL 10.0 Lumber DOL 1.25 SC 0.27 Ved(TL) OAP ] 0/1 120 BCtt 0.0 ' Rep Strfis,met YES WB 0.03 HOIz(TL) OM 8 We We 9001 10-0 COW F80P014RP1200] wants Will 3]ID FT=20% UUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood she nng already applied or 6-0-0oc stairs. BOT CHORD Pao SP Not BOT CHORD Rigid telling directly applied or 10-0-0 be bracing. WEBS 2x4SP N0 .3 REACTIONS. iftwee) 2=310/103-14,fi_-310/10314,8=280/10314 Max Herz 2=33(10 11) Max Uplift 2=-13(LC 12),6=)3(LC 12),3=-](LC 9) Max Gmv 2=310(LC 1),6=310(LC 1),8=29o(LC 3) FORCES. (b)-Mex.GompJMaa1 Ten.-All forces 250(Ib)or less except wren shown. TOPCHORD 2-3=341/188,3i=-281/195,4-5=261/195,58=34V1B9 BOT CHORD 28=-100/2(51,6-8=10WIII NOTES 1)UrLalanmd moi live leads have been oonsldered for MIs deslgn. 2)Wind:ASCE]10:bull dormer(3second gust)Vasa=f 01 mph;TCD(l BCDLd.0paa h45n;8=4511;1=2411:eava=4n;Cel ll;Exp B;End.,GGp4=0.18;MW FRS(directional)and C C Exterbr(2)04-3 to 343,Interni 3431044-0,Extetlor(2)44-0 to ]-11-0 zone0-C for members and tomes 6 MW FRS for handleR4 shown:Wmber DOL--1.60 plate gap O0L=t6D 3)Provide adequate drainage to prevent water porMil 4)GaL1e requlms bonlinuoua botte n Mord bearing. 5)TNs bums has been designed for a 10.0 pst botlan MON live load nonconcunent wall any other live beds. 6)-This Waw has been designed fora live load of 20(hof W his bosom MON In all areas where a reepargle 35-0INI by2-0-0wide will fit between the bottom chord and any other members. ])Pmvftla mechanical smal lon(by omem)of truss to owing plate capable of withstanding 1000 uplib at tomos)2,6,S. 8)See Standard Industry Piggyback Truss Connection Detail for ConneIXbn to base muss as applicable,or consult qualified building designer Q wxaXMa-wsp,4wwppwnMarW aF4O0/0/Ee gI1l65 A/IOYILLI/OED spromi ewas.P1aE..m.fOOYAl69EfOX Yee DwIn,Wk1 M—w v.MneNAciwge:iwi.oeses,6[wr¢tloNY u-n W—I.. 1 GM ir.m rNeklxl dAOrg cwn,.ml .bmM .Rani¢—teIr6YbtlukMm..Ya¢¢yX,ItyorMNy'r—ors wwMrrYpedlY in,' olamooswanM011reovaal as n-0w. aAeeew°�`.°ipu,r' al1a°ov 1�a `m"'n p :w.v mel w�w1Y° «era°aeware a Inaauro MOW Idrbalkrt puo3e.dbiNaY.weclbnad quii9 lM¢vaad An Mlema®&VIW1RI Gudh CalwN.bLd9 aq BCL Burlap Co�pmvl 0104PBMEM6M. BdMY eaom�lm awl2ie twn1�Flule MIMe.21a N.lee Street.SIIe J12NemMtr VPRR311. T.,11.. Joe iluss Ttrss Typo an, Ply T105892T1 12960TOA P03 P1AgybsIX 20 1 Job Rlfi MIIel tioreg Builtlirlfi COmpolxnl Supply, JflCkso0wlla,Fl9".1'56 YUmu vMj Apr 202016 M!TcklndlEidc4!ru. Fli Msr0306:14:88201] Psgat IO:IHZFgIngC3xoYukM1AW C21DJe-KO1CgaVIFWOOfOffHGI W 9FIdenUHCblgmaSyeFzahST 61-0 18 Btd 618 6'1-0 sMe.121.0 Srb= 3 BD] 12 T e ]p 1 2 6 6 L 3x4- 24 11 1230 1230 LGADNlG((pf) SPACING- 2-00 CSI. DEFL in (roc) Weti IN PUTES GFS TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.01 5 oh 120 Ni 244!190 TCDL 10.0 Lumber DOL 1.25 BC 028 Vert(R) 0.03 5 M' 120 wlLL 0.0flap Skess!nor YES WB 0.08 Hoa(TL) 0.00 4 We her WELL 10.0 Carse FBC2014?Pt200T wtxS Weight 39th FT=2Mb LUMBEW BRACING- TOPCHORD 2x6 SP No.2 TOPCHORD Slmdurve wood sheathing directly applied or 640 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling dirsdly applied or 100-0 oc bracing. OTHERS 24SP No.3 REACTIONS. fluidize) 2=227/163-14,4::UZA6314.11 Nf 03-04 Mae Horz 2 48(1-010) Max Uplift -55(LC 12),4=55(LC 12),6=-22(LC 12) Max Grew 2=22121),4=229(1-C 22),(E=44.5(LC 1) FORCES. (Ib)-Max.Comp./Me Ten.-Allforces250(Ib)oflessexceptwhenshown. WEBS 3d=-289/121 NOTES- 1)UNvlanced roof IFro loads have been min icerad for Nis design. 2)Wind ASCE 7-11,Vu1613omph(3-second gust)Vat 01 mph;TCD".0psf',BCDL=50pst h=25X;B=15M L24tl;eaver:oX;Cat. II;EW B;Encl.,GCpI=0.18;MFRS(directional)and C C Extedor(2)0 43 to 34-3,In aryin(l)34-3 to 6-1 d,Efferent)6-1 8 to g-1-8 mne;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate fide DOH S0 3)Gads requires cominuous bottom chord bearing. 4)This Irks has been designers lora 10.0 psi bottom chord live bars nonconcunant With any other live loads. 5)-This truss has been deigned for a live load of 200psf on the indoor chord in all areas where a rectmpie 3fi fall by 2-0-0wide wlll fit belween the baaom chord and any other members. 6)Prowde mechanical connection(by others)of truss to coming plate separate of withstanding 100 to uplift M joint(s)2,4,6. ])See Standard Industry Pigg}bazk Truss Connection Detail for Connection to hese truss as applicable,or council qualified building designer. QwA.- Aro.PY IXS ces XkLWEO MIIEI[aEFEa1NCE IdaEY611)9nr.100.Y[01seEFOeE eve CmU,WN lois cdyw'lim M11sA®cmr'ecMn.Int MY{n6lwie,f uMYld=n Wm�atel¢Yuwm aM 61wm MhM1fxf WWYMd cwnNr�nl roi InnrynTnnYreWap daLLywrmwrva0y tiwg4AkA411YOI dP�T Waretasaq Ptt�lYx�suMds0lktlr{11r I1b X6 ovttl WdMdsN, ProJV .Ba ktYalditbPsysnlrFrcl(JgdhxNpdJ MID WBDOd/u WrEm�r��rt eu.M./d�a4brOa�YOMM�P�1tE J9 kdwy[reWedfw[Ytelyagbgevenl cWFl+whelm Lerua YL'1EYOtlPc[unly Wn is IXtiedmlesi ApdklN Antal4srtaMMs.(IUwrY.dc:Mratld A9 ailnmsaalgllUw>YerYm%ReMMViIl OIuIFYwb DYMaq BCRNsidefipCanpwM4 YMPW eY0. ayMyyrprlrypn gs#ISYonI b�®pCKl�atlEae,R10 N.Im Stes1,91Md12 NeYrMiVAYdI'I. Tmp.FL same Job Truss Trim Type „ Gly pi f, 12MOTOA PO4 Pip%beM[ 1 i Job PWxerre(0001011 Balding ComponentSWp7. 1ockoorm'11d.113TSe &Ot03Apr202016MiTeklnd:Com,Irn. FDMx0308;145]201] Page 1 ID IxIZFghngC3xoYuk411AWCUP10-oCCeO2b]UYeF2NRg0MMSgIhBUF#YpyEgVOMe1S5 girl 1230 Bld 618 Scale 1:17A E6 II 5 6 a.m tz a n 6 3 is 16 0 2 9 ,� /aldld e u IJ 12 11 10 M*rr M 0 LOApN(i l� SPACN(4 280 CM. DEFL. In gdc) Well tW PLATES GRIP TCLL 2D.0 Plate Gryl D0L 1.25 TC Dw vim(LL) We - her 999 M@0 244/190 TC DL 100 Lrrnber DOL 1.25 BC 0.02 Ven(TL) We - we 999 BOLL 0.0 ' Rep Stres lntt sYES WB 0.03 Hor2QLe) 0.00 9 nWe BCDL 10.0 Code FBC20tdRP120% Wadi WergM;39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wand sheathing dleady applied orb-0.0 oc purlins. BOT CHORD W SP No.2 BOT CHORD Rigid oWling drectlyappiied or 100-0 oc beading. WEBS 2a4SP No.3 OTHERS 2x4 SP No 3 REACTIONS. AII bsadrrgs 103-14. (Ib)- Max Hoa 1-sl(LC 11) Mex Uplift All uplift 100I1por less atlolnl(s)1,2,8,14,13,11,10 Max Grev All raedlons2501bor1es Wands)1,9,2,8,12,14,13,11,10 FORCES. (Ib)-Max Comfi Tan.-AII fomes 250(lb)or less except wren shown. NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE 7-10;Vult=1 Whiph(3-second gust)Vasd=101 mph;TCDL=S.Dpef;BCDL-5.Ops1;h=2511;137150;b2411;eave-lift;Cat. II;EV B;Encl.,GGI,".18;MFRS(directional)and C C Extedog2)t-1-11104-1-11,Intenor(i)41 11 to 6-1-6,Exteiii 6-1d to 9-1-82on&C-0 for members and forces&MFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)At plates ere 2x4 MT20 unless othervrm Indicated. 4)Gable requires contlnuous bottom clwrd bearing. 5)This hues has been designed for a 10.0 psi boltom chord lee load mrlcomunent arm airy other live loads. 6)'This truss hare been designed for a live load M 20.OW on the Whom chord In all areas where a rectangle 386 0 tall by 2-04)van, Wil Ill between the Lodam cho !and any other members. ))Provide mechanical comectlon(by others)of truss to bearing plate capable of withstanding 1001b uplift M)olds 1,2,8,14,13.11. 10. e)Sea Stahi Industry Plg%back Trues Connection Detail for Connection to base truss as applicable,or cumuli'"led building designer. QWAMtl10-aseo, p'aminem4R0UNOTEa ON]Me4Na AVLLUOEa.rNEN REfERINCEVR4E NMl1))n¢1J0.'YM I3eEFOXEU3E. Oeinn-ad lw—on, llh MlMM. wnmcbS.INSCeY{p a 1x cdyUlwarrna a-Nww.odlslwmMVJIM1H11 Iwark cwnMrwnr.ml �� Nprylkm BeWave,IM dY9p Wad"'a try O�:vwAtdNN UltleYgrlgamelenaq parSrly-.1-mo.h aun IM,,..-ml er4eriguo0g, 9lnxM serol=ewemaf:l�emrwlun me:www/ora..ememmnonr.xwm.icancommepormore llwom. MiTeK nddomoix oc mmm wloaewMccmut W b on,i w.rarv]FafrwpwI rbnux. fUr iand10.latanoCr✓Jxa abnwmn wade.mrwNy.erermnwer«aNanwe.awma.Mmas.�v,wuml mNv w.In,ou.evweeN lrAarw�4rro4rar+ as s 9ytl3kE3mrObr avdWehcm ir�aRxekaMae,Rle N.1ea51rae1.911e 312 NeaaMM Vf.T1a14. arryoaFL 3NacYIn JOE T. Tess TYPe Gly NY T1055B2T8 12350TOA POS PIGGYBACK 8 1 Jab Rel o Eorel BIUIdIg CompMMM Supply, JSkWm:IIq F132256 90105Apl YJ:g16 U11eN InIXSPIG'.I(le. to nxvwue.Ia.w[m. rmgcr ID:IxIZFBEnBCBImYukMIAWCxIDIa-OPn¢doclFemepUaOlUBD2FEE3pUBZMa2Klxe1x5R 1812 476 1-P12 T 12 _ soda-172 6 e.ee IR 4 2 1 5 1 b-0 374 9-0 1-11A PI 1e Offsets fXY)- 13,030.Edfarl LOADING(psf) SPACNlG 2U0CSI. DEFL. in (lac) IM.fl w PLATES Ow TQL 20.0 Rate(SHIP DOL 1.25 TC 0.Or Vert(LL) -0.0012 AN 240 w20 24W100 TCDL 10.0 Lumber DOL 1.25 BC 0.05 o.a") -0.007 >N) 180 BCLL O0 ' Rep Stress In cr YES WB 0.00 Horz(TL) 0.00 6 We Na BGDL 10.0 Code FBC201MPI200] Metrh-MS WeIBM:9l FT 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural wast sheathing directly applied or 3-78 op purlins. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid calling directly applled or 6.O0 oc bracing. REACTIONS. glaralxe) 1=MN 48,5=4010-38,6=21]N38 Mex Horz 1=-15(LC 10) Mex Uplift 1=6(LC 12),F -](LC 12),6_11(LC 121 Mex Grev 1=52(LC 21),S-8(LC 22),�21](LC II FORCES. (Ibj-Mex.Comp.Mlax.Ten.-All forces 250 Bb)a leas except Wren shown. NOTES 1)Unbalanced mol live loads have been considered for this design. 2)Wind:ASCE 710;V01=1 Shahan(4sec.nd gust)Vasd=101mph;TCDL3.0(osi;BCDL=5.Ops1;825X;071511;-24X;.ave--0X;Cat. II;Exp B;End.,GCp60.1&MW FRS(dlredlonal)and C Exterbr(2)wne;C C for members and forces B MFRS for reactions shown;Lumber DOL-ISO plate gdp DO--1.60 3)TNs truss has been designed Its a 10.0 psi boflom chord live load rmnconourrent win airy other we loads. 4)-This tmae has been designed for a five toed of 20.Opsl on the boitan chord In all areas where a rectangle 3-6-0%it by 2-00 Woe All fit belwaen the bottom chord and am/other members. 5)Bearing at births i,5 considers parallel to grain veins using ANSBTPI 1 angle to grain formula. Bulming designer should vediy capacity of LeaMg earl 6)Pmvlde mechanical connection(by others)of truss to beefing plate CapaNe of Wlhatandi 1001b up1d at lolnh.)1,5'6. ])See Standard Industry Pigi snack Trues Connecdon Detail for ConneGlon to base truss as appNcable,or consull qualified building designer. ,&WIRING-lhvrdr sLNr�W READ a0IE5 oar bas ARE SVCLV.EOMIEN PF£FPRN.E NOE OaYM .o WcIN— Y . MIkB a r. in )hl hNNhMI 10X7 . .mi of rY=Mm_P¢Iae�ll'e WW�]cy tarn nw Ax' alry ant Je$ I1.t.orrery WNignNdn amtphMcaleGl q tivcMMM IXxANr r-I / R 1 IY tR Qenid¢Yip hawgareq�wed lw tlad tlYm wnl rot YrgY 1( %.nY My q fx(pre. nu✓ .. 1 b W�YmGrR slao3e tlelWrytt ! m[Ib IrO It n #N341iII..In UlxM a90-0VaM BCL 9rY.9n9 CRaVmr4 Pub FW BM! NNIy MamaYm av6Yxa hwn am Raa trc .'1.Rlae1e1Sl em JU.P1evaMXa VA 12114, TeIryLR]a0 :Job Trim Trues Type Ory PIY T105842T] 12358TOA T01 HALF HIP GIRDER 1 1 JM Reference(optioned) Bidden'COmpOnoM Slpply. Jxlranville,F132268 6010aAP202018MIicN ma:v^:as,!x. Pn MarW06:f43e=ti1] Paget ID:b.4FgImgC3 oYukHfAWCz DJe GPmzdOclFsm69rUe0r1_IgDwxb5AgtJlmGdps zelSR 80 BOL 280 bU8 Sce 1:285 8.00 12 6 NNLED 2 ] 3 at4 II IT t 8 8 3e4 11 280 600 2-09 60 PlateCiflistati f2'0.2-662-e1 LOASIXG(psi) SPACING 280 C81. DEFL. In pacj lMell W PLATES OflIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vemi-L) 0.24 45 >287 240 M@0 2WIN TCDL 10.0 Lumber DOL 1.25 SO 0.82 VenQL) -025 45 >2M IN BCLL 0.0 ' Rep Stress lacr NO W8 0.03 Horz(TL) 4.88 3 am We BCDL 10.0 Cade FBC2014?P1200] Manx-MS straight 2910 FT-20% Will SRACING- TOPCHORD 914 SP No.2 TOPCHORD Structural vmotl sheathing directly applied or 6-00 ac pudins, BOTCHORO 2x4 BE No.2 except end vaNmis. WEBS 2x4 SP No.3 BOTCHORD Rigid telling directly applied or 680 oc bracing. REACTIONS. (Itaclze) 3=146's ead.1 el,6=23410-54,a8&Measnacal Max Horz 6=104(LC 25) Max Uplift =133(-C 5),6=194(LC 4),4-9](LC 8) Max Gmv 3=1]6(LC 29),6=312(LC 31),4=141(LC 29) FORCES. (lb)-Max.CompriTen.-All faced 250(Ib)or less except Men shown. NOTES, 1)Unbalanced! INe loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-se0ond gust)Vaso=101mph;TCDl-Bi BCD1-5.0ce;h=25ft:B=451t;L=24ft;seem ;Cat II;Exp B;Eoal.,GCp1=0.18;MFRS(directions).end vedlcal[Of exposed;Lumber DOL=180 plate gnp DO1=1.60 3) Provide adequate drainage to prevent water forcing. 4)This truss has been designed for a 10.0 bef bottom chord Ince load noncmwurreat Win any other live bade. 5)'This truss has been designed for a leve load of 20.0psf on the bottom Mord In all areas More a rectangle 380 ta11 by 2-o-0 wide vi fit batsman the bottom shod and any other members. 6)Reler to girders)for trues to trues connections. ])Provide mechanical connection(by othes)of tru4s to bearing plate capable of WiMtanding 10016 uplllt at joint(s)4 except OWI,) 3=133,8=11M. 8)'NAILED'hMisatas 3101 act 48'1G1')or 392d(0.1481 toanalls.For more details differ to MlTek's STTOENAILDelall. 9)Hangers)or other connection devices)shell be provided sugident to support concentrated loads)I581b down add 166th up at 280 on top Mord,and 11016 down and 120 to up at 2 2 2 an bottom Chad. The dreignmelectlon of such connection devices)Is the responsibility of others. 10)to the LOAD CASE(S)section,Ideas applied to the face of the truss are noted as front(F)or back(B). LOAD CASE{S) Stadol 1)Dead♦Roof Uve(balanced);Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pi Ved:1-2=40.2�L0.4-6=-20 Concentrated Loads(to) Ved:5—f;fl 8=-1(F) Q sal yrdw pY(npaasly=MPFIa ManAgIMWOYICLUafa NIEx AEfEMNCE PAaE1il0Am'.feekAl6BWas,ass I]edur,vee es or any m!h"it—tor,seromeUl 6[mntl wiY u,Wwrelersr:uwL UW hke un NMi43M dltlNq cwnpamL rut dM116MImn"Ivel�,aie aderalnd,Uss �aaw1'/MNtt¢gyMCWlN adnylnrMan.I—.P^na!r soi,ntmkn nfo recuse 4ekaa.gn aacNx)N.seaedkfo Pa enl laKlaNMalmrA>,.y naw weoawwawdmnnloel:mv.P[Wlbvl lemphrarchapsor.brorhL WOW kdxaw�e[]Iz]Iwillilyax]IOPevenl wYlgrx WlnpeslbrvlvxuY NN1eyW PM+wIY rune Fagansdmitoo movehoxw mllealw4.sroe.dvlse,eraclbn a.t tLw*9 of awn and.. Mem.vreAllv]mt WlM em.a.di and eau seeks,eanwn.a saw Pnm E.saw. ade,kxnmMl m*KYe nwn 1nm nab F5Ma.218 N.ieeer i31 PbmMrm va Mm. T.IPs,FL mind Job Tom Tree Type Cy Py 056 2]8 12350TOA T02 HALF HIP 1 1 JOE RNererce(oprdW BMMing COmpOroN Soppy. Jsckmnvilk.1I32266 0.010dAprW W10 MiTOY.!r:I.:A:ic.IflC. Fr Msr 09 C0:14W 201) Psgd! IDWZFgfMgC YN4ltAWC4DJalbKUkc OAUL172WYODMr RPWy65YJCTZaefSO 400 sag aao oa Saw 1:34e 4.5= 60 12 2 ) 3x.. 1 i e 4 a.4= 0o aao LOADING(pe() SPACING- 20o CSI. DEFL. In Pod) IMetl W PUTES GRIP TCLL 20.0 Prete Grip DOL 1.25 TC 0.28 Ven(LL) 0.18 SS >388 240 MF20 26U190 TGUL 10.0 Lvnber DOL 1.25 BC O.W Ven(TL) 4.25 SS >278 1W BCU_ 0.0 ' Be,Stress 1. YES WB 0.10 Horz(TL) 0.29 3 we No BCOL 10.0 Code FBC2D14RPI20W MatNt-MS Weight 38lb FT=20% LUMBER- BRACING- TOPCHORO 914 SP No.2 TOPCHORD Structural wear sheathing directyapplled or 6O0 oc porins, BOT CHORD 2x4 SP No.2except and venimis. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applle0 or¢11-1 mbrecng. REACTIONS. (Iasi.) 3-58MUCM1Wiwl,62321}5-8,4=i]4IMecNanlcal Mex Hoa 8=133(1_C 12) Max Uplift 3=-27(1_0 8),4=72(LC 12) Merz Grey 3=58(!_C 1),8=232(LC 1),4=187(LO 17) FORCES. (Ib) Max.Comp AAax Ten.-All f0oes25)Pb)orless except wtcenshown. NOTES- 1)Unbalanced roof live Toads have been considerell for ihie design. 2)Win:ASCE 7-10;VMUI Wmph(3a..nd gust)Vaed=101 mph TCDL=S.opef;BCDL=SOpsf;h=25X;9715X;1_=2411;eavedg;Cat. II;Exp B;Enol_GCpl=0.18;MFRS(CireGional)an C-C Exte ior(2)01-12 to 3-1-12,Interor(1)3-i-12 to 400,Exteror(2)4-00 to 5-114 zone;and vend left eNwsegC-C for members and forms 8 MWERS for readlons shown;Lumber DOL=1.W plate grip COL=1.80 3)P.ce adequate dra!nage to prevent water p.mc1q. 4)This imss has been designed for a 10.0 psi bodom sago live load nonoorcurnam Win any other live bads. 5)-This Wee has been designed for a live load of 20.0pst on the bodom chord In all areas where a rectangle 380 tell by 2.0-0 wide will M between Me bomm cM1ord an eery other members. 6)Refer to glydens)for loss to trine connections 7)Provide mechanical mmeclon(by others)of toss to hearing plate dabaNe of w retanding 1 W to upliX at(dM(s)3,,t Q WIM .werry4Y)r Pe'wMaswwasyro ORJ aEFEPPNC da eeem'm.lOOYAIe eNaa . DeW,WN 1.—wYY sato wxlel®caxlaaw this 0eesjneCmstl eNY Wim ryz—aw Lw aW"fur a,.1.dMrg cm 11,rot may gAan 9elwe ve.IM pY t�.pr' .vers,yes q .ohnIyoldeagn no—m...' o wlY MurM ak me�l Mo.Quad d4ayaergn.em�Pvrmcafea wawastrestith' xnwmnwe .1—theramernoe.' Amnona.m oy.pemorwnldUHp MRek' aws+reuA.dwamlrymelo w.YaaesokaEewn ml+ewwneen hkryrnl popadydmr�e. rapenaa axdawe rePoevllw sego I..a.N awe. was, nelp[ye.dWlvgy.ere may how of Lane. seastWNa sm amld/MI V Y.'s. I¢pepe9aM KN WFngtomp...1 )e FL.1. StlMYYiwnrdm aM1b two Binekrle beIII�M.RIe N.lee sg6eL 91b311,OAxaMl1 VAT1J14. ^D^ JOE Trim Trues Type . Qty P8/ T105842]S 12550TOA T03 MONOPITCH SUPPORlEO 1 1 Job Rekralwe 0 GOreI Bunter,Component Supply, JOcha0lhilb,H 32'360.010 sApr202010 MITOxIMusines,1. Fa Mar 0308:14:58201? Ps}^! ID:hNFgftrq OYW.4IfAWCzjWJ IbKLdmNDA W2gyYO RIDLZ{P%JBSYJCTB SO Suttle 1:13.4 3 Dr4 II Or On 12 9c4 I 2 1 5 as II 2" II 2xa II I Plat Ottaere IXY1– 11,02-8,0P71 LOMM(psi) SPACING- 2-00 CSI. Di In (bc) Idea W PLATES GRIP TOLL 20.0 Plate Grof 125 TO 0.04 Vaft-L) We - Na See MF20 2AAROO TCDL 70) Lumber DOL 125 BC 0.02 VddTL) Na - Na SBS BULL 0.0 ' Rep Slreas Ina YES WB 0.06 Norz(TL) 0.00 do We BCDL 10.0 Cotte FBC20141TPI2007 will WeIgM:1416 FT WMBER- BRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Structural woodsheNhing®recllyapplledor3"ocpudins, BOT CHORD 34 SP NO.2 ..or end verticals. WEBS 2x4 SP No.3 BOTCHORD Rigid Gelling directly applied or 10-0-0oc bracing. OTHERS 94 SP No.3 WEDGE Left:2x4 SP NOS REACTIONS. (1Walao) d=3090-0,5=11513-0-O,1SII380 Max Hors 1=50(LG 12) Mex Uplift 4=-5(LC 12),5=-30(LC 12) FORCES. (Ib)-Mev.Camp.INax.Ten. All forces 250(Ib)or less except Man shown. NOTES 1)Wind:ASCE 79P Vult=130mph(3-second Bost)Vaud=101mph;TCOL3.Opsf;BCDLd.Opsf;h=2511;0=45IE L=2411;eeyasma:Cal. II;Em B;EnM.,GCg=018;MW FRS(directional)and C-C Comer(3)z ,I;C-C for members and forces&MFRS for reactions shown;Lumber DOIr1.e0 plate gnp DOl-1.60 2)Truss d llglled for Wnd bads In Ne plena of the truss only. For Slutle exposed to send(banner to the face),see Stalxiand Industry Dean End Details as applicable,or consult srelilied bilding designer as par ANSUFPI 1, 3)Gape resource continuous bottom Chad Eeadng. 4)GBMB studs spaowl at 1 4 0 oc. 5)This truss has been designed for a 10.0 psi bottom chord INe Iliad nanconourrent with any other live loads. 6)'This trues bus been designed for a INe Iced of 20.0paf on the bottom chord In all areas above a rectangle 3G0 ou by 2bO wide wgl fit between the bottom chard and any other membem, 7)Provide medwnbal connection(by others)of time to rental plate capable of Withstanding 100 lb uplift at lolnl(s)4,5. Q aAMY aidev esi,e esu Ne WAFAONaTascarse ANONLLYOEp ItlrFll06FEaAXCEIAOe rl..m.100.Y[016aNOK UY �iql WlO lw wewYywM annex nx'1Nt Wslyn c.on,W xanwlev aXdip eanpami,roe NvrySlem.P¢lae�.tlw WMlg eA+M, cm oval vmlh nngaYledMMdde{jrtva.elenarcl gogrly hcmpxaR lM.ler¢nbronn ovesce bppcbY3n .IxmMlem'and Wracres11dLLiq ) b dw3ry legilxdbikAAMmdlagevsicdlape Mn rysGM[,ertad FbeY�pgwM Wngr. lu pawxd ptivlce lepa4pllre BBN Peis bee Aid YblttAbe shape cleNrely.V—'a tm[I lxailgallpLe[aM Ili.srreeAMN/MI GWN CNerlgpaLB4m4 aLBI W Wnp Canpwwnl vele Mamlm wyYYe M1dn b�¢Rale YUMiAa.Ole N.lee ShaeL 5J6312 es.VAY[]IL. Te,ry6 FL 3ffi10 job Tans T.Type . Oty PN 710564200 12MBTOA TOS ROOF 3PECIAL 1 1 Job Miererce o -onel Bltldllp Comparent Supply, isnommllln,FI32256 8.0100Gpr 202018 Mitek lrclemeA lro. Fa Mar 0908:1600201] Pngpi ID:IMIZFglmg oYuk4XAWCyWS-On12M?i TOgv0E0WGvSgSICU WMZW3940"P ]+4 152-0 ii4 ]&12 8911 3 .126B 2 3.55 12 8[O Fl2 12 10 4vb B 3 t 5/6 m 4M di S2 ]<4 ]-ed2 PI I Ofts CCYF- 11938 Edo L f2' 2 0391 I30-2A 0-2UI LOAOING i, SPACING 2-09 CSI. DEFL. In (kc) Vdeft Ltd PIJkV S GRIP TCLL 20.0 Eat.Glp DOL 1.25 TG CBS Vert(LL) OAS SB >999 240 MT20 2"MIND TGDL 10.0 Lumber DOL 1.25 BG 0.56 VertQL) -0.19 SB >9b 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.52 Hor2(TL) DW 1 We We BCDL 10.0 CMB FBC2014?P1200] Matmx-MS Weigh:6]Ib R=20% LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD SbucWml waoci sheathing directly applied or 3l-0oc Whirr, BOTCHORD 2x4SP No.2 except and venture. WEBS 2x4 SP No.3 BOTCHORD Rlgid calling directly applied or]-6-6 oc owing. WEDGE left:20 SP 1,10.3 REACTIONS. Qbhixe) 4=6010-59,1 01/0.38 Mex Hort 1=4](LC 10) Mex Uplift 4=-219(LC 12),1—214(LC 12) FORCES. (Ib)-Max.Comp.w4ax.Ten.-All lobes 250(Ib)or less except wfien shown. TOPCHORD 1 2=307/633,23=-]391622,34=-53 M5 BOT CHORD 1-5=-533944 WEBS 3-5=46W537 NOTES 1)Uebalaneed moi live loads have been consitlerM for this design. 2)Wind:ASCE]-10,VUIb1 Mmpn(3secwld gust)Vasd=tOlmpM TGDL-S.Opsl;BCDL=5.0ps1;h=25X;�5f0 L44ft;cave 411:Cat. II;Elm B;End..GCp'=0.18;MW FRS(dlrectionap and C-C Exte0or(2)00-0 to 3-0-0.Intedor(1)3-0 0 to 7+44,Exted0d2)]-14 W 1014 mile;porch left and right exposec;C-C for members and forces&MW FRS for reactions shown;Wmber DOL=1.60 plate gap D01=1B0 3)The truss has been designed for a 10.0 psi bottom choN live load nenwrlcdnent Win any other live load.. 4)'This truss has been designed fore live load of 20.Opsl on Bre m ftw cbnrd in all areas Mom a redmlgle 3-6 0 ball by 2-0-0 Wide will fit between the WU=chord and any other members. 5)prompts mechanical connection(by others)of from to bearing plate capable of wi0xnanding 100lb Uplift at(oIM(s)except U1=1b) 4=219,1414. AL w Mfive.VMry WpnpemmNmv uW NFdn NOIEE eN iM6dNe M[LYOED MIIExaEFEedNCE PdOEW]OAnr mardef5ffmrh Y.E C� Vtlkl la rrecNr'uIm AXIeNPconreaoo.IM,A Yrrbb—,— , can v-.0—Town.-1Isl«mFWW.rt1 LVXdrv,canWwnE rot M aefo,e�.Rw aA4n9 �„can owlH Ire¢�uearaly400>n.krrwarw�md wa sr rK�po,ew� anwm ma oewal MR dltlrgsK.,T�B¢wplMbal�bMpevenl nMWIrcRMW MmweOm]/n eMCmaeLaSaYY a�lbv.lemMWmlpam,aienl lx¢VW MRek' 6tlweKr I.eO1w M1YiMotllupeva0cd4da War^aiie MmrcPwldYatlpcEa'IY Wn[pe.iw Wurul ga cereWSV Ma eY04 Pero EM See, kdkalbM1 Ya�e.dwNay,erecbn m]ball'p olMmn me Insayalemc wIJIWRIIGWIh CXlxb,UYMWEC51WWneCmpamnl realYlgnitlbr mn>Rne M1an Irim FMe b¢MrPe.2la N.lesP'eel.5ulledl2 NSM1UM1Th VR22311. Targe,FL dJ610 Jab Thee Trim Type . Dy Ply 710584201 12350TOA TO5 ROOF SPECIAL 1 1 Job Relaaxe o Bonet Building CamponeM Supply. Jaclxomdlo,FI 32256 8.010 s Apr So nle.U.ITetlnductits,Im. Fn star 0308:16:01201] PcXI ID:IxFCFgm,C3xoYuIAVAWCADJe4b R5G0edYrBhYJCD9 MirL107mIpNPMrgX6Ze 714 t36d 1520 714 59L 21-12 3cele=127.2 918 II 3 W LU2_ B.W 5T 13 5w_ a411 12 3 5 11 Me= 4 da JN 1 Y ]MS= T8 II 88x4 I 744 F 1364 _ 162-0 ]H 58-0 2-1-02 Plat OB d IXYf- I ' 38 EW l 1202-003-01 I3'0.1-3.Etl 114'0-4-120.2-0I LOADING(psi) SPACING 210 CSI, DEFL. In pos) Veal tM PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO Ved(LL) ]-10 >999 240 IAT20 24,1490 TOOL 10.0 Lumber DOL 1.25 BC 0.56 Ved(TL) -0.19 7-10 >9.36 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TLI 0.03 1 We rt2 BCDL 10.0 Code FBC20141"P12O07 gone MIS Welghb M lb FT=2OM LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Stluctuml wood sheathing directly applied or 5-2-11 so Wrllns, BOTCHORD 2x4 SP No.2 except end ver4cais. WEBS 2x4 SP N0.3'Exoept' BOTCHORD Rigid telling drecgy applied or 10.0-0 or,running. Se:2x4 SP No.2 WEDGE Leg:2x4 SP No.3 REACTIONS. gblsize) 9=63M-56,1#01/038 Alex Hou 1=58(LC 12) Max Uplift 6---71(LC 12),1=61(LC 12) FORCES. (Ib)-We.CompWas.Ten.-All forcer 250(Ib)dines except when shown. TOPCHORD 1-2=8WN,2J-OW163,34=112& 7., =-19114]4,48=-53)454 BOT CHORD 17=-1301640,6-7-96@64 WEBS 2-]=0Y45O,4-]=69'430 NOTES, 1)uMalallced moi five fonds have been considered for this design. 2)Wb10:ASCE 7-10;Vult=lMmph(3-second gust)Vasd=101 mph;TCDL3oi BCDL=5.OpsC h4511:8=459;L=24ff,eave=4R;Cat. II;Ely B;Ecol.,G A=0.18:MFRS(directorial and C-C Extedog2)00.0to3-0-0,Wador(1)310 to]-44,Elnerri]-4-4 to 10-04,Idedor(1)130.0 to 15-03 zom,O-C for members and fames B MW FRS for readlons shown;Lumber DOL,-1,60 plate gas DOL=1 60 3)Provide adequate drainage to prevent ureter pofift, 4)This truss has been designed for a 10.0 per bottom chord live load nonconcunent with any other live loads. 5)'This gross has been designed for a live two of 2O.Opaf on the bottom chord in all erects where a reclalgfe 36 0 tall by2-0-0wide coni fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10016 uplift at fdnt(s)6,1. ])Gmph,.l pumn repreew ation does not depict the a02e or the orientation of the turn along the top and/or bottom chord. A,WIH4�vo b,4etlP^P+rem A-aEda MrAs ON TM AM M'eLUMa NRN a6FA4NLE PAGE ull m.reasse SBEWaEUBE. iP,idptw 1soMV'Mln MIakW am,clws.IMdeYa�x lxra.l WYuron rwanelers5gwn,dW 61w m fMs4itl dAtllgwlnparenl.MI a ou6sem lloleue� chowo.innim uxminive11H11¢PoIAkYNN oldx¢�namlelaraq P�X*eIYF[dlwaR Mhtle4TIMSIM wad &1 F� texrg�dcnd to opavan dcYlry of YxhLMlnmwaD m]/a chna manUBrswN.PdtlbvJ lan0.vaY VNpmnamid¢xp M k' advai�edae]lwsldrnvabloweenl ow¢sw+wmnnmwoa�+4MAvww�valvm�lma. rw eere�dewaloe�ea.mom.. 1m�kdnr.nolaP..daE.alv.aaxorsa,dl.«roam�.aa1a11�m1arc.raAxwmt ewdrr em.a.peeaa as rest N++nea.palaa eap4ewueh4. 9ye1Y IdamprM aYtllYAe M1an Mau PaKlpine.2la N.LW elree1.911ed12 NeanMll VA'YL119. Ta'p,fl erBla Job Trues Truss Type Ory Ply 058 282 12251YFOA 708 ROOF SPECIAL GIRDER 1 1 Jo0 Relmmm o donel RUIMirg ComDorlml Supply. Jflckeorndlle.F132266 9.010s ACAWe 18MITDk lndnvtda3.lm. Fri Mar0308:15:iNVp Paget ID:IAZFgM1ngG3xoYuk411AWGgUIedMZ&159u3O0OmcMUBOT9SIY11rGcnIOLZUiN9Hp Aze1SM B-00 11.}3 1885 21 Pn Y]319 RP] 93615 36114 � 8-0e s33 s33 SP11 5619 F 2}] }8.11 1108 � Same.1]I.1 ass 12 "LED WILED Mal Math NAILED Nes it Tio as BW 12 NA0.E0 a[4 I11 NNLED 6x6_ NAILEDSa12= ] 2 22 23 3 2425 28 4 27 20 28 5 3031 6 y5 B 4x5 i t 4 � )6 d 41 12 It to qq \/ 4.6= 010= 2w Il ads 119 �^ 19 32 3v 17 34 35 1833 3] 15 M 36 40 14 4th 11 NAILS➢ d8_NAILED 1%1p_ NAILED 435= NAILED a4 II NAILED NAILED NAILED NAILED NAILED NAILED NITSW15-18 S4B Stn {p RB 1 111(8 Plste onsets lX Y)- (2'04802-0115:0800.2-01 ❑:0.21 03018:088 Edpel LOMHO(dan SPACING' 280 GM. (EFL. n (locj Vdett Lb PLATS GRN TOLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ved(LL) 0.13 P-19 3999 240 IA]20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.]4 Ved1TL) -0.211]-18 x999 180 BCLL 0.0 ' Rep Stress Ina NO WE, O.S2 Horz(TL) -D.O2 13 Ne Ne BCDL 10.0 Code FBC2014/TPI20D] Matti Weight:232 lb FT=20% LUMBER- SRACING- TOPCHORD N46PNo.2 TOP CHORD S9uabra wood sbeaXting dlreCly applied or 4-1-3 oe puriro, BOT CHORD 2x4 SP No.2'Except' except end veM.N. 514:2x4 SP NoS BOTCHORD Rlgld Ceiling dreary applied or 6-0-0 oc bmdng. WEBS 2x4 SP No.3 WEDGE Right:2x4 SP No.3 REACTIONS. (Iesin) 18=1512/054,13=2261088,9=591N-38 Mex HDrz 18=-1491 Max Upli618=40D(LC 8j,13=-012(LC 8),9=M(LC 25) Mm G.l�1512(LC 1]),13 22T1(LG 1),9-591(LG 1) FORCES. (ID)-Max.CDmp.IMay.Ten.-AN forces 250(Ib)aless excel when stwwn. TOP CHORD b2=-13)0/582,2-3-6029/884,&4=-1629A386,b5=-10258105,54-fi0&14], 6-0-40]/145,]E=86T/140,84--91&14q 1-18=-13]&536 BOT CHORD 16-1]=462/1166,15-16-42&1051,a13_-2145918,11-12444/818,1011-8 74. 9-10=-859]4 WEBS 2-1]_2]2/100.2-16-214/436,&1fi=44026],416=-23&6(2,415=105&423, 5-15i: 1 1649,5-12-8 7.&12=-28gM3,]-11=-5]292,8-11=281/64, 1 17=-601/1287 NOTES 1)UnWanced roof Ile loads neve bean considered for this Maign. 2)Wlnd:ASCE]-10;Vult=130mph(3-second gust)Vasd=10lmph;TCDt_5.Opef;BCDL=S.Dpst;h=250;B-15N;L3Tb esus=SX;Cat. II;Exp B;Encl.,GCp".18;MFRS(Elreltona);end ves ioa fell exposed;Lumber DOL=1 60 plate gdp DO V 1.80 3)Provide adequate drainage to prevent water p0rOing. 4)This truss has been designed for a 10.0 Per Comm chord live load mnconcunent Will any other live loads. 5)'This truss has been designed for a live load of 2 Dpsf on the bottom ONrd In all areas ober,a rectangle 34 0 tall by 2-0 0 vele W11 tit between the bottom chord and arty other members. 6)Provide mechanlW connection(Dy others)or ran to Deering plate capable of Wthelande,IDD Ib uphft M)anQ9)9 except(P=168 1800,13=712. ])'NAILED'Indicates 3-10d(0.148'Y.i')Dr 3-12d(0.148'%1.25')teanaN.Far mem cereals refer to MRel ST-TOENAIL Delalt. 8)In the LOAD CASE(S)sei loads applied to the face of the three ere noted as bunt(F)or beck(B). LOAD CASE(S) Standard 1)Dead♦Rad Dae(baanad):Lumbar Increaee=t25,PlateImentere=L25 Uniform Loads(pit) Van:1-2--60.2-6- .67=60,]-9=40,14-18=20,1319=20 Q lxAeeNa-VNy4n5Yr/�wleeW aFle.YOIEe PYT®INOI.CLYO®BI/G'elldYNef NOCBi)!llnr.160.YM169EFONE Yee pool ke me all, NMIleA®cau¢ctn.11t Oa]gr6Da4MYUPm posts YYgWUOM b se m aAYYaY Nutri com{wrrnt roi dYUpt0n6MMrr.eeMBW.IMpgx�daYJamW vailMlla 4[AcmlYdOmal ManeralmQPCFaIYMcuSad,R3tlea3nd IMOWIU boa"ai Ware RaIgaravedW.pavemwetltlTpaBNULftl Tnivth yWeNemsenanLpaw a IGlbtl Wnpxaensomp lnaerYMa1V idwaKreokede 6Ysayeab P broth Wv.4simand enNx Y3YYYUHPp.Mosoor fd9mmddm�rmudlGY¢ MdcelMn Wrme,dNAery.aeclbnatlGMgallnroeaaglnmeryelaramN®/911SiYQiRrlgpNd9atllCL WgCmpwsY8Po4Pub.1BMtl. 1YYwbrrdkrr aiSdxe tqn Od8N4MBaRDe.218 N.Lae51ree1,546312 Nmuidl VA'd91Y. Teirya,FL 3}110 Job T. Then Tp � GN Pry 056 282 12358TOA TOB ROOF SRECIAL GIROERID&A1 1 Job 2016 Nl9:e(o0Xom41 BIdMIFIO ComCo:4m;SryM•, Jscksem^.!Iq Fl?i256 BO4ffAW /20201SA1RCk I:Mtldc WBOTdMmd306:1593201ZPa ID:LxIZFgImgC34oYMc4XAWCzjQIedMZ9M15gu30O01ncMLBOTBB(x9tGcmOLZQIN0Hp0.i&ISM LOAD CASB(S) StaWad G MlaW Loads Pb) Ved:2=114(B)1T=3B(B)22=114(B)23=-114(8)24-114(8)26=114(B)2]=-114(B)20=-114(B)2 114(B)32=BB(B)33=-154(B)3b-38(B)35�(B) 38= (B)3Z=-38(B)38=58(B)39-_-38(8)40=-38(B) 0 w4axma-verNe..pi�9..m. ales ox ixe4xo maws ' wrn vwtllw um vr/vwmu �waa"hw.�m,nl. _ InmgLan P¢I ve ae.11redYtllpw Ivmryy Re q{ycWINo1 X9 1. L IIih IA -. d11pt1etlpl IeacYie YMcaleOtl pevall Wetl9gaXVAUIUIMmwN u 1 1 W seri ,.r li MIT@k' s amrp FenWlwskdM19aMbwewnlmgve oMl.paWle prorclYAxr tattlY�+a Ia trp adP =a•agy lMyne Vr kdL lbLalaoaa.d9hay.aeclbnWdo�lpol Llusaad hobypamc cea/J151/flII GnYM CMeXo,OSn-09a1M eC91 WIMIng CompoFanl gO 1 1.1 Pahtl a B . SeMy4iamMwIR6YW YmllridRWI1CXIWe.RiBM1ee 911,SYk31 R,Nca�✓M¢VRRZfI<, iarryu,FL ]Y10 Ja0 Thin Tllss Type • Oy py 10589283 1235BTOA TO] HIP 1 1 Job Rare..X,muafortunal Btdpin,Compoxnl Supply, Jocksorcnlld.F1&V56 9.OtOS4ffAWC018MITCk InduGrlca.lrcyd, Mor 0308:15:04201] Pagai ID:IxRFgfmgG3wTuk4XAWCzjOJeSZ]EURg W01XFOnwd6_O_16490F4Nmp1 NBIIzeNSL be0 15th RYGS 26tta ]bite Yob=IMA Ac4 34% See_ 71as 0 3c41/ 5x12= em 1z zl z1e Lazo 4 zzz3 3 s 11 1] L!, 16 zs m9 6 n r ------------------ a 3x4- ] 4.s= 0x8 12 11 28 t] In 20 8 SO II 45= Txlo= . 1 1. sail. a4�ia r 16x0 ~ .1H Is Plat Oftse6(%Y)-- 11'0.2 0.2- I I 2-Ol I6'O3B Etlgel LOADINS(pal) SPACING 260 951. DEFL. In (lac) Well IW PLATES GNP TCLL 21.0 Plate Gdp oOL 1.25 TC 0.91 V.9(u) 0.18 7-15 .999 240 di 24VI90 mber TCDL 10.0 LuOOL 1.25 BC 0.84 Ved(TL) -0.3510-11 >735 180 BCLL 10 ' Rep Sbess Incr YES WB 0.5] Horz(TL) -0.02 6 We we 1 BCDL IDD Cotle FBG2014RPI200] Metrix-MS Weight 219114 FT=20% wmeim- BRACINO- TOPCHORD 2x4SPW.2 TOPCHORD SOucWrelxaatlshefthingtllesdyappllac, esoepteldverlioais. BOTCHORO 2x4 SP No.2'Ex pP BOTCHORD Rigid calling dredy applied or 1O0-0 oc loWN, Except: 4 9:2x4 SP 1,10.3 8 9 8 01,brach,:6-0. WEBS 2x4 SP If WEBS Web Brace:Length(member) 80-1(210). OTHERS 2x4 SP NIPS WEDGE Right as SP No.3 REACTIONS. (Maize) 12=850A0.58.8=109 5-6,6�O 8 Mex Hoe 12=-160(LC 10) Max Uplift 12-96(LC 12),8=305(LC 12),6=-231(LC 12) Max Grav 12=MO(LC 1),8=14MILC i),6=603(LC 22) FORCES. (Ib)-War Camp./Max.Ten.-All tomes 250(to)orlessexceptwfien ImPen, TOPCHORD 1-2=d81204,2-3-589231,34=-589231,45=-59]53.5£-]]1/520, 1-12-810220 BOTGHORD 10-11=-12&667,4-8-1 3 911493,6]=3]5x802 WEBS 3)0=MlM,410-14QE]3,4]=434/BB .111=]5/849 NOTES 1)UrLalaroed roof live loads have been considered for this design. 2)Wind:ASCE]-1.Vu8=13omph(3-second gust)Vasil=101 mph;TCDL .Opsl;BCD1=50ita:1145X;B-15X;L=3]X;save=SR Cal. 11;EV B;Erol.,0Cpi=0,18:MFRS(direcnollal)and C-C Edellor(2)01-12103102,IMellor(1)3-10-2 to 60.0,Extyemg21600 to M 2-4,Inlerlor(11342-4 to 3611E zona;and verliral left exposed;ports right expoeedtC C for members and Sonata 8 MFRS for readlons shown;Lumber DOL=1 60 plate gdp DOL=1.80 3)Provide etleque.drainage to prevent to,ponding, 4)This WAIS has been coslgnatl for a 10.0 psf boftan chord live load ronconcunent Wth any other live loads. 5)'This Wss has been tleelgnetl for a live load of 20.0psf on the boWen chord in ell ere98 ym..a rectangle 380 tan by 0 0 wlde tall fit belwaen am bonom chord and any other members,with BOX=10.opd. 6)Provide mechenlcal connection(by Wheat)of 1mn 10 beedrg plate capade of Withstanding 10011,uplift at jormas)12 except glob) 905.X231. Q waaNNO.VMNavlanpvr,nlesNAGOXOra PW 1nesaNe WLLVPEphoples efeNNC ....)O -.1eeEPoPEusa cesan vasa maolurwlm mnalrea.,a,<wz Irvx amy,al>eeaorvra�nPaaaeleamown.aril alam4awaa a4a4geomPorem.nor n�018 M1em_telae lee,its MICYq aew,Pe1 mwlvaMy Ins gxdlc,YAIN o1 WeFx,p�,meters and ry[ aY LleaµaaM TkdSµ{n Flo IMnvn,fl o-zm��, 1B`'yher0aamrlh�aq�ia wd��1�.,n1u,�lw`IPin�w�er,a�v�1��.:aw�r�l,e��rW.:a�wwn ai w«:e les alw li�mld�re of. NM adryG tlNlmy.ae lknaM as lq of lnwebaMllu¢mlemtvM,ry]y1Fln Gudh C4Mb,daFaFula aGR wYlnpeolrywlwa I...Re Er Owa. b4My YYplMlan oWMe hen InsflalBF6XMe,Rig N.Iea SPeei,911e 312 NeiaMh VAII311. Tenpe.FL 3n10 Job The" Truss Typs a Ory fly 056 284 12968TOA TOB HIP 1 1 Job RalemOca Bonar Buldrg Compoxd Supply. J,6BsonWII,Fla256 0105APr202Mlen IO30B155201) P ID:1FpImCm1AWCxIDe-ZlMnM0M -IpVEX75wPPpb,9gTmKK IPPO ISN Y19 I IR6110 2030 6114 0d1 369Y SN 0d &2d YN ld-0 Soe=1me so'`i 314 i 34 11 see 11 3,e,11 it 89012 3 2021 4 5 222 B 34// 3l I p 2 ai 2 24 B 2 see i 9 1 ^a B 1T o .to 4N6 11 e 3= a Y 11 1S z6 27 12 ze n 3411 4x10= 1-10BIA = 3411 Boa 1 IllBPo z1 eda s 41 1 WIT � Plate Ottsets(XV)- 15'.0-4 BEdgel 18x62-120-0-111110:0-2,t, 1I 81 LOADING dfi SPACING- 2-0.0 CSI. DEFL In gat) Udett t/d PLATES amp TCLL 20.0 Plate Grip OOL 1.25 TG 0.59 Velt(LL) -0.2112-13 x999 240 MT2O 24M1B0 TCDL 10.0 Lumber OOL 1.25 BC 0.83 Val -0.58 9-17 x316 180 BCLL 0.0 Rap Stress Incr YES WB 0.31 Horx( L) 0.01 11 We Ne BCDL 10.0 Cade FBC2O14?PI20W Mebix-MS Weight 20 lb FT=20% LUMBER BRACINQ TOP CHORD 2x4 SP No.2 TOPCHORD Shudurel vaod sheathing tlreN,isalletl or 5 5-14 ac pudlrs, BOTCHORD 2x4 SP No12'Except' except and verticah. 5-11:20 SP N0.3 BOTCHORD Rigid telling daectly applied or 4E-11 ac bmcing. WEBS 34 SP No.3WEBS 1Rose at mIdpt 4-12 OTHERS 34 SP No.3 Web Bracer Length(me rtap 7-34(3-12); WEDGE Right 2x4 SP No.3 REACTIONS. (M/size) 14�BI 8,11=1490/058,8=587Mfechanica1 Max Hort 14—MLC 10) Max UpIM 14-108(LC 12),11=-134(LC 12),8—83(LC 12) Mex Gmv 14�72(LC 1)I,11=1480(LC 1),8=588(LC 22) FORCES (Ib)-Mat Comp.MtelL Ten.-All fomes 25O(Ib)wleas except urian shown. TOP CHORD 1-2-816200,2-3-831/316,31=-5451251,4-5=-545251,54--393213,64-5061229, 7-8=)18245.1-14-837221 BOT CHORD 12-1}-92/821,10-n-1435275,5-10=-1428l BA-1411591 WEBS 293=-36edt3-13-90l12-3184)1,5-12=-1224173,5-9=E0I582, 7 9=-38(l 1-13-12401) NOTE& 1)Unbranded hoof Ilya loads have been considered lar gels casign. 2)Wb1@ ASCE 7-10;Vult=lWoph(3aboardgust)Vasd=101 mph;TCDb5.0psf;BCDI-5opsl;h=251t;13 4511;1-3711;eave=51t;Cat. Il;Exp B;Erol.,GCp1=018;MFRS(diredlonal)and C Esa lor(2)0-i-12 to 3162,tnfedor(i)31 O2 to 10-0-0,Exlerlor(2) 1000 to 32-2 4,Interlor(1)32-24 to W 11 B 2orl C for members and forces 8 MFRS for madlons shown;Lumber DOL-1.60 plak grip DOL-11-0 3)Pdalda adequate dralrlage to prevent water pordlrg. 4)This/mss hes been designed for a 10.0 psi bottom crwrd Ilive load nonconcunent Win any other live loads. 5)-This tubes has bean designed fora live load of 20opY on the bottom chord In NI areas An.a rectangle 300 all by 2-00 We Wit fit between Me bottom chord and arty other members, in BCDL=1O.Opsl. 6)Refer to giN r(s)to Vass W truss connections. 7)Provide mechanical conned on(by Ohara)of truss to bearing plate capable of w8hstaMlrg 100 lb Vill at]drills)B metal Qt=Ib) 14=108,11=134. Q ess.-Ywtly Owl}rp�+wMeMPEdeIpIRpIMIMOIKIUOEO MIIEx FEFEIIINCE PdeEILLla7Jnr/OAYNIl eENaE USE. L�41 WpMue MY�M1eA®ewnecb211idaY�It L�astlg0y,xwn Psunelan Yrtwm.aM color m YgiNAp ddtllrylwm{wnrnl.rot dIrrpgllem,Bekle W.tylelxWtyld6W' .vMM m,e4i�:dAlNdtl Wa,fwrnr,etmmd pMwlYlrwupxole Rt Uegln hlotMovndl rxadsspn a«rgwraneumwmewwlenedeneaan®,.enawwererereerl,l,�wv.oaeman lwllt>orw old r�errl,w.+llaan9 Saw mdw�ilpRds,"a Yadbpel¢Ncc4gxexAi�O.JepawMLfx1'm[I P%�rlydmWe, rppereiy NmM�CerWO4yfu ItltdcnYCM1acill Nery.om.rnl dsJg oat.N, ad0iagtlem6 sBV1lI/INI GfIIy Qllwb.0lBd9 ag0CL BJl�p ConpeiwM PAd.,IL.1BM. lyxllYblMlm auLYAe M1an Binlble 0a@M.21a H.lee SReeL SIN3i2 NeNMa VPR2]I Tarrye FL]610 Job Tris TIM6 Type Try Ply 058 205 12368TOA TOB ROOFSPECML I 1 Job Pasrenw a 'hall Building ComponentSupply, Jacksomilla,FI32258 a.alosdpr202016MiTeklndodnae.Ix. Pont ipo8:15:0830TDXa ID:IA4Fglmg['.3 W TukbfAW CgOJstxf__JT�mMJnzd35ACWONMYlipn2YtSB3]WUOpxe11HJ sea Izoo 1 1¢.a4 ziw z4Ga NZ ova znu 6a ss-tz 3a4 ea.x Iazo s1o.4 a+-1z 3sr $vele=188.3 h10 ' 41'. We= ant 11 3 20 421 zs 5 23e em +z 3411 10 24 a6. 2 ) the 341 +9 8 0 4.5 4 d 3 N 34= I2 I+ 46- a+a= za u 17 +6 25 26 is 27 14 2M 11 4x+0= yk10= 3411 ss"c. I 1sa4 nse s4 0 seas news sw Plals Onsets OLYF- 1$'06-002-01 LOAgNG(Pi SPACING 200 C&. DEFT. In (roc) Vdafl Up! PLATES GRIP TOLL 20.0 Rate Grip DOL 1.25 TC 0.48 Ve6(LL) -0.22 tSt6 >99B 240 LR20 244/180 TWL 10.0 Lumber DOL 1.25 BC O.]5 Ve6(TL) 0.601518 x8.58 180 BCLL 8O ' flap Stores Incr YES WE, 0.48 1 orz(TL) 0.02 10 We We BCDL 10.0 Cade FBC2014RP12w7 Matrbi Weight 25116 FT=20% LUMBER BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 5-9-9 oc pudlns, BOT CHORD 21,4 SP No.2•EI¢epr except and Will.N. 5-14:20 SP NoS BOTCHORD R91dcallingdiredlyappliedor10-0-0mbracing, Except WEBS 2x4SPN¢3 46-11ocma,ing:13-14 OTHERS 2x4 SP N¢3 ebb ac bracing:12-13. T 13. 2x4 SP No.3-5 13 WEBS 1Row at midpt 415 T-Brew: 2,4 SP No.3-315 Fasten(2X) T and I a.to nanow sties of Wsb Will too (0.131'x3')nals,61n o.c.,e lh 31n minimum end champs, Brace must cover 90%of and,length. REACTIONS. (IWsize) 10=57&l haniwl,1)=888/0-5-8,14=1490'65-8 Max Hoa 17=n82(LC 10) Max Updi91R_-]8(LC 12),1]-91(LC 12),14-155(LC 12) Max Grav 10-5]8(LC 22),17 2(LC 1]),14=l WB(LC 17) FORCES. (Ib)-Max.Comp.Mtax.Ten.-AII forces 25(f(M)orlass except Wren strewn. TOP CHORD 1-2-8381130,23-8]]/3Di,3d=-0W210,4-X49]218,6-]=31&151,]-8=]6111)8, 1-17-93)201 BOT CHORD 15-16-16WS74,1214-14381285,513=-141&288 11-12-14]/682,10-11=147/fi82 WEBS 2-19=1111218.3-16=-1251382,41rz-36)/146,51�-14)1880,512-TL501, ]-12=-558/149,]-11=W196,9-10-_-0)Wt)9,1-1�-101(/3) NOTES 1)Unessimwd roof IIVe loads Inner bean Considered for Min design. 2)Wind:ASCE 7-10;Vu11=130mph(3-second gust)Vasil=101 mph;TCOL=5.0pef;BCDL=S.Opi h=256:B-,15g:1a371t;eave=5fl;Cut. 11;Em B;End.,GCpi=0.18;MFRS(dinedlonag and C C Exterror(2)0.1-12 to 3.10.2,InsdoRl)3102 to 1200,Exlenor(2) 12-0 0 to 28-7-14,InredoHl)28-]-14 to 33-11 B zone;end wmwl left exams C for memoers and forces 8 MFRS far reactions shown;Lumber DOL=1.60 plate g6p 001-1,60 3)Proa ds adequate drainage to prevent water ponding. 4)This truss has been designed,for a 100 psi bottom Goof live load nonwrx:urrent W1h anry other live loads. 5)•This truss has been designed for a INe load of 20.0wt on fore honorn Gbrtl in all areae Where a rectangle 366 tall by2-O6 Wde Will fit beMsen the bolbm chodl and any other member,Will BCD L=10,Dpaf. 6)Reser to glyder(s)for mass to truss wnnestons. 7)Provide mechanical oxmectlon(by othere)of Lusa to he ti ng plate laud of WMstaMiro 100 Is uplift at Ia1ngs)10,17 except 0tdb)14-155. 8)Warning:Additional permanent and stability balling for buss aWnem(not pan of Ms compownt design)Is past's required. QWApXNa-WKy M)nprmr,•rrem4aEla XOIE4 PV IXIb IXO AYCLUOEO.M7Ea PEfEAINLEVA6EYFilia nY.100YA/bBWPE a9E l3 TMOlw�aayxM Mle k®ctnucc+m.abwtlP�h6� .1Vxxr Pignipam Yewn.,TJ'kismMINixY dM1Apmrya¢M.rot YW Aa1d0aefpe W.MdY3xldvydlvr minlvalHll¢a{GIvdIIM oldalT rbrm¢I®oq PeWrlYllKar�xala Iib Wryn H011p Ovrd 11rM10YBxOnBIW' gh#:tMhbl>avAala✓ifVdN.Ltlhrav Datl/mtlRtl anal.1(NMYINnPMVYUxIMmuierOlxaJ'rB t Wµire]Aa3bvAtlhagbpawOcckPe MMpwde Prkxv4hOxYONprKAlYfa9Axxd PAYaaxrWadhV M Sea seem, tlabagA rk y.declknadlml9alnlm[ar.1..su l,ee4NWMlaf stn qL of aYKNlhbfgCwrpp�M WWPW MIO feM1ly Ylpmdm mdWa3wn in®Fobkwblle,21e N.lee STea+.911e 312 NemitlM1S VAYLIIY. Turya,0.33610 Job Tmx True Type . r Ory Pty Job ReRefs... ral 058 286 12WBTOA T10 JACK-CLOSED GIRDER 1 1 o BUN!Rp COmPomnl Slpp!Y. Jativamrvillq F132258 6.0106Apr Amgx PJ71I1k:GIn3s Fe YNp3 :15:0mu hW ID:giA?nwUXT3vIw5g6DUEVWZAmg1xF_J]InIMJrIzd36ASWONMYA1pnHY6A03TWUOpzeOSJ Oso 4&0 2)A II SeaM.1:17A B 2 stop Fu 1 Fill B 10 5 J11624 JU.4 ]ffi_ 460 beo L0I101NG(pati "IshMI - 200 CSI. DEFL. In 0.) 1 W PIJITES GRIP TCU_ 20.0 Plate Grp DOL 1.25 TO 0.0 Ven(LL) -0011 BB >488 240 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Ven(1L) 49.27 5b >196 ISO BCLL 0.0Rep Slaves her NO WB 0.00 HorzRL) 0.05 1 We We BCDL 10.0 Coale FBC2014 1`12007 Matrix-MS Weight 1910 FT=Mrs LUMBER BRACING TOPCHORD 2x48PNo.2 TOPCHORD Sfrucmmlweodsh Whinglrellyapplledor4-Soot Wdim, BOTCHORD 2x4SPSS except end variants, WEBS 2x4 SP No.3 BOTCHORD Rigid calling already applied or 809 oc boning. WEDGE Left:2W SP No.3 REACTIONS. (Ibhlze) 5=1r29114achenloal,1=] S5 Max Harz "](LC 8) Mex Up11ft 5=-128(LC 8),1-9](LC 8) FORCES Ob)-Max CompMlex.Tell.-All micea250(Oj orlesa exceptwhailimen. NOTE& 1)WIIM:ASCE]-16 V.1k130mph(&.nd gwt)Vasd=101mph;TCDL=5.Opal;BCDL=5.OMf;h458;BA5fq L44g;on"ft;CaL 11;Em B;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOtr1.80 plate gap DOL=I.eo 2)This faces has been designed for a 10.0 pat bottom cterd live load nonconce ent with any other It.bad.. 3)'This truss has been des[pad lora live load of 20 OWI on the boman chord in all arses share a mel la 380 fell by 2 00 wide W11 XI beM.en the bottom Gerd and arty lher members. 4)Refer to girders)for bass to lmss connections. 5)Provide mecharreal connection(by others)of ones to bender,plata capable of witislarill 100 lb Lplih at joins)1 except Otdb) 5=126. 6)Use USP JUS24(With 1O reals into Girder 8 1 W nate Into Those)or souvalent spaced a12-0-0 oc mm,slerling at 1-0-12 from the left and t"-0-12 t0 rental Meal t0 front fate Of bottom chord. ])FIII all nail hlas Mom hanger Is In combat Win lumber. 8)In the LOAD CASES)section,loads applied to the face of the tines are needed as Iron)(F)or bale(B). LOAD CASE(S) Standard 1)Dead.Roof Live(balanced): Lumber Increase=1.25,Plate Ioorease=L25 Uniform Leads(pit) Vat 1-2-80,2-3=-20,4 -20 Concentrated Leads gla) Vert:9=588(F)1R-5]4(F) Aw eases VMry T.tyre pxemehrontlePAO N01E5 QV TINSPNO wCLWEO M/IEx REFEP4NCE V4rEY6)IN m.fYlVAli B9CIEVBE Wyn Wkf loom WYmm MIIeXPJcunreclws.Mst@5pn a 4iea1 aJV uPvn granelers Jnvm.me 61a 1m h[MtlM dASgcaa=.t rot a low Mlaln B9gaue.ttnlwYtlrµlW&pwv muT vonN lM willcWllN oltln9gi R��mGasW nis Yu:ap-Vab Tade>br lab llncverdl laldry make aaYptlrA.aretlt tovevanrtuCl4g nroulaopa mart'.cM1atl a9Yamu'l 1emCttw wM Pornnierlaacxg kdv/uKr needha iksaarr. Waevatl cd4W w11tI . ca ,aoosaaaI gesWnWa. rw{RredpLLa assyadt9W ndunakx�ekxa3a.delNay.erx.IknoNMacYgd 1... atl mom.aIIee/iXYRN1 vA.llawb.pM�49aq ICYaWgCpKWW Pub swim . ad.lxYbmrdti.r awlaH tan inmflde MOa RIBN.Iee5hw1.9M312 Neta JIa VTTtl 19. Tenq,0.33910 Job Trues True Type a Ory Ply T1055928] 12155TOA T11 HALF HIP 1 1 Jab Reference a ducal Bui!di:g CompdwM Stgpry, Jxkaotrvllk,FI92^58 5g5WEvpr202018Mp#MTj u7deF PMol :giAynwUXT3vIWvp50WEVWiAmpx-WTpMWTO]dvgFOpMOEY5c24YyDBLHZp11nF1Nzeh51 1-10.0 4&0 t-too "loudNAasD N4I�D sues=ntn.a 8 0.W V2 tri Ir I 17 1Nq 1 5 04 2W II N41LE0 NNLED 3b II 00 Lao 00 210.0 Plale_OXseR(%,YI- 11:0-2-40-0-TI LOADING(pal) SPACING- 2-00 ON DEFL In (loo) Well LId PLATES GRIP TCU_ 20.0 Plate Gdp DOL 1.25 TO 0.17 Vint(ILL) -0.05 4-5 stage 240 MT20 2W90 TCDL 10.0 Wmber DOL 1.25 BC OAS Ved(TL) -0.11 4-5 >508 180 BCLL 0.0 ' Rep Stress kcr YES WB 0.04 Hora TL) 0.07 3 No No BCDL 10.0 Coce FB02014]TP12001 Mal-ME Weight 17 Ib FT=20% WMBER- BSACING- TOPCHORD 2x4SPNo.2 TOPCHORD Stmclural wood sheetbintg drec9y surged or 4"do Wrllos. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid ceiling directly appllad or 160.0 x brewing. WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. (Iblsii 3=%s%AshaniuL4=11&MeGren!cM,1=185/0-SS Max Horz 1=2](LC 12) Max Upilh 3=35(LC 8),4=5(1_0 ift b20(LC 12) Max Gmv 3--83(LC 1),4=114(LC 3),1=1%(LG 1) FORCES. (lb) Mac Comp.Mlax.Ten.-All Fortes 250(Ib)or leas except when shown. NOTES 1)Unhalenced mot live loads have been considered for MIs design. 2)Wind:ASCE 710;VWI=13Ompb(3second guah Vaed=101mph;TCDL iJrCywf;BCDL=5.Opsf;R251t;B=451t; _,2411;eava=41L Cat. IC Em B;End.,GCpi=0.18;MFRS(diredlonM)and 0 0 Exteri mhei for members and forces 8 MW FRS for readions shown;LumUer D01L1.60 plate gift,DOIL1.60 3)Provide adequate drelnage to prevent water pondlllg. 4)Thls truss has been designed lora 10.0 psi botlom chord IMe katl Iwnconculrenl Wth any other live loads. 5)'This from has been designed for a live load d 20.0pd on the bottom chord In all areas where a rectangles bill by 2-0-0 ends W11 fit between the bodom chord and any other members. 6)Refer to girdar(s)for truss to buss connections. T)Provide mechanical connection(by others)of buss to heading plate capable of whhstandirig 10 to uplift at)dM(s)3,4,1. 9)"NAILED indicates 3 1pd(0.14813')ort-12d(0145'x3.2Y)toe nails.For more detells refer to Mi ST-TOENAIL Debt S)to the LOAD CASE(S)section,loads applied to the face of the tmss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Fred Live(balaready Lumber Incresse=l 25,Plate Incmase=1.25 Unit.Loads(pit) Vent 1-2=480,2-3=480,4 fli Concentrated Loads(Id Vet 5-12(B)10-9(B) 0 ass.- awes asyscaxa vase aslan A..mmmnse[eoee uses. Cahn vtlM b ve ax y v.M MIeFA eenweMrs Ms MNan 6lvbM rNY u W n Pm�snetmn Y.nwn 0.q§Iw m FSN7.✓x hatlYq eemryvnnl.Fol Ines ry[lem.avMe uv.ire dlOre de W nw mut valN Ire q{1t2YN of rleYQ,pamretars rsq Iw%�oeY hca�afr nM sayat,Mo tt newsu c dMp aMpx YakdatopevwY dcbp axtrA]i JlnnweboWw clwd manbrsaxy Mrovol. npoymdnotho id¢Yy e eUw'iWIM aeUId sIWMuHbpeKMcd14 WInN�'IePM 1x4eYwlpgalY��NW.fa W�w'�d9WYa,carepah9Te a4LaMYWv-Wo.d&fe�waecacnaddovxgoli�maaMh�vMloirm�aeNNIIMIGyN'QII�M.DYMaM aCL auaIm CUTarta Ter FIL 31 4dMyYMmtlm avWMe eqn 0i01WexeMAe.210.N.lee SlreeL9sb312 Ne`uv1M.VRY1314. Tenq.FL 1110 Job T. Thumb e a ON Pry nd,e42ee 12355TOA T12 HALFHIP 1 1 Job PeINNNe ao1W Building ComponcM Sypry, JtakepeM!I!Sf132256 Bw595Ddr202016MTticladsselce, E"Kn4TischiM ilh(W.] Pagot ID:piA9lwUXf9viw6p6DuiEVWx"hr,_KMlkgprcllnNEZ XJK9nOID0a]UOSRxR9eHYUI16H 3100 y1p4 01t0o 0 swe=111.4 2 s 41s- aa 1x e 1 Li A 4 1hl II are II 2811 241 3II0014$9 1 6100 PI ie 011ael CCYI- 11'0-2-S PD]I LOADING(psi) SPACING- 200 C51. DEFL. M (hoc) Well W PIATES GMP TGLL 20.0 Plate Ori,DOL 125 TC 0.23 Ve1(LL) 0.04 58 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.2] Ved(TL) -0.0] 58 s]]6 1&0 BOLL 0.0 ' Rep Stress mcr YES WE 0.(4 Horz(TL) 0.0.9 3 Na Ne BCDL 10.0 Cole FBC2014RPI2007 Metrix-MS Weight:19 lb FT-20% LUMBER- BRACING- TOPCHORD 2x4 SP Ni TOPCHORD SlmcNral wcod sheathing directly applied or 4-8&0 oc pudlns. BOTCHORD 2x4 SP No.2 BOTCHORD R!gid telling tllreNry applied or 10-0 oc brecing. WEBS 2x4 SP NOS WEDGE Left:2x4 SP N0.3 REACTIONS. gfernal 3=23IMechenlcal,4=161/Merhanlwl,l=164/0-68 Max Hors 1=56(LC 12) Max Uplift 31:-11(ILC B),4=26(LG 12),1-5(LC 12) FORCES. (Ib)-Max.Comp Mlex Ten.-All loati(lb)orleas exoeptwllen ahown. NOTES 1)Unbalanced and Ise loads have been considered for this design. 2)Wind:ASCE]-10;VUR=130mph(3-second gust)Valli 01 mph;TCDL=5.0i BCDL=5.Opsl;h=2511;SAW;L=2411;eave=41(Cat. II;Exi B;Encl.,GCp1=0.1&;MFRS(directional)and C-C Fxletler(2)00.0 to 3-0-0,Iniedor(1)300 to Sul",Eperlo1(2)310-0 to 4]-4 wne;O-C for member and lomms&MW FRS for reactions shown;Lumber 00L-1.60 plate grip DOL-1.60 3)Provide adequate dra!nage to prevent aster ponditg. 4)This truss has boon designed for a 10.0 psi bottom chord live load nonmrc arent with ally other live lci 5)-This Imes has been designed lar a live load of 20.Opsf on the botbm chord in all areas ufiere a rectangle 380 tell by 209 Wise Wil fit behveen the bottom chord and airy other members. 6)Refer to glrcer(s)for mass to truss,connections. ])Provide mechanical connection(by others)of truss to head g plate capaN6 of withstanding 10010 uplift at)pint(s)3,4,1, WJRNMa VeMy>WenperamHwWaEIp MORS pI rIp IXO MCLUOEO MIIEx REfERxMGEVA6E Lyn vaW la use oN4'.MN INIekbccnmcba lKONT4�aexlaYY�Fw,lw,�nelers9wwli.,aid �' amusrytlsn relwa�aM GYaryl lea�arnwivwxy X'e gCik2111yo1da40�IxaarelasagNtl < I.tll eerw mrdl axhynxmeaa rorrew,lmmwwnaKnn neweoa,em�am�swv � - v � . Jt.,.J,r1 MITBk htl+bAr��'MnAY1MYatlbPanaNcdl4�e�l masigK4WxVmlefte ng .iii, r sc,I ii. Lu> {Yly1 l.ppq'Xr.tlMXMy,aecRnoMM Jlylo218.1 aN O�oaage,tzeexilB/RII CIb1y CMx{a.O4B-09 and aCSl auMJF9ComPonanl 1e d6OIVJ ]fMYIIIpTOIIOn aY6YAe flan lmM rNle xellfiM.21eN.Wseao1.911e 412Msmrc11h V,4R2111. Tarpa.4t I N6 infer ` Y T1aeBxeo ITISBTW Tte PCOFSPECNLGIPOEfl 1 I Jop Reference(o (c119p Btl4lno Cartocnwn 3p$Y.JAMhIMIB.F13YY5fi aet05IX1 82016 MItBk IMYLIgS Irc PoEY1a3 fi'.I1'18YOV Px9B1 ID:9iF?mv 3vlw5g60uiEvWrAm MhOlwpvDgpel]MGu_3On?"VF9ewMYiXNY[e1N 1-13 17113 11are 3]DA 2MY W14 NBD KIID btt-13 681 3213 311SFB 180 4NR b3@ Bag gueox saN=1:eL4 h1o= w= se. h10 ®m; 67 a 10 12 7.6-':2Z = 3 6.00 12 4 ss. 16 wo= h101 2 16 17 NVLED 1x6 i 4 ! 1 18 ]n d 22 R1 3] 20.8 39 05= 66= $a8= A 4x= JU624N41LE0 NAILE6� II 26 27 26 34 2S ruILEG h10= but= Oss II 2e t9eo 1 1]atz w« mB3D Bga Bono 44�D � 6114 BBI 1014 Bag 9212 ° Plate OBaetB(X313- I25:Ed 2,0i[/:0-0-3,Etlpa],[10:043,EIIpB(,(13:bSOpiO�,ry5:DU4,o2-OL ryB:08E,EEge],(18:0+&0.2-0�,(21:DSO,a2-12�,[26:D2-12,0-2-0], RSEtl 0381 f26'03b Etlg I LOAOMG(psi) SPACING 2-0-0 CBL DEFL. n Qoc) Udefl Utl PLATES OPoP TCLL 20.0 PIWe Gtlp DOL 1.25 TO 0.64 Ved(LL) -0.1821-22 >999 240 W20 24d/190 TOOL 10.0 Lumber DOL 1.25 BC 0.98 Ved(TL) -0.46 21-22 >593 180 BOLL 0.0 ' Rep Stress plcr NO W B 0.69 Horz(JL) -0.17 19 Na Na BCDL 10.0 Code FSC2000TP120W Matrix-MS Welgh1:31116 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Ni TOPCHORD Simdural moll sheathing dreclly applied or 2447 oc WHIM, except BOTCHORD 2x4 SP No.2'F .PrC end vedicals. 1325 2x4 SP Ni 19-22:2x4 SP NO.1 BOT CHORD Rigid wrung dlredly applletl or 1-615 oc brecing. Euaept WEBS 2M SP No.3-Except T-sopa: 2x4 SP No.3-13-24 1522:2x4 SP Ni WEBS T-Brace: 2x4 SP No.3-3-28,1424 OTHERS 2M SP No.3 Fasten(231) T and I breces to lar.ad,.of web Win I Od WEDGE (0.131'x3')halls,On o.c.,Wi 31n minimum BM distance. Right.2x4 SP Ni Same must cover 90%at Web length. JOINTS 1 BmM at J((s):8 MITek recomm6Ms that Stabilizers and legulred does brectrq de Installed!Hui(rm erection,In armadznpe WM Stablllzer Inatallation wide. REACTIONS. theatre) 28=837/65-8,25=21681458,19=1823q-68 Merz Hors 28=163(LC 7) Max Uplift 2e=124(LC B),25=-250(10 B).19-289(LC 8) Max Grav 28�62(LC 13),25�1E8(LG 1),19=1823(10 1) FORCES. Qb)-Max.Comp Max Ten.-Allforces2W(lb)or1559Bxceplwhenshown. TOP CHORD 1-2-80W156.23=855276,&4=-49&216,4-5=-282/128,58=-282/128,8-11_28V128, 11-13=-202/128,14-156-1279/390,15-16=-33671635,18-17=313&534,17-32=3438mpi, t&32=3438834,18-19—2759/484,1-28800/151,7-9=2851138,9-10=-265/139, 48=-310/129, 6-7=-25311 M, BOT CHORD 2733=-1181568,2633=-18/588,24-25=2101290,13-24-915/161,2223-1]1/10]5. 21-22=5082971,213]-3822408,2637 405,20.38=3822398,3839—3822395, 1?39=-3822398 WEBS 2-27=-481202,327=-11213]0,328=314/129,1423=-320.11814,1523=443&334, 15-22=-4972795,1622=4W]/4(9 16-21=-293/611,1]-21=30&103,161 1-27=8416901326=851903,14-24=-1108/153 NOTES 1)Unitalmosd root five loads have been considered for His design. 2)WIM:ASCE 7-10;Vu8=130mph(3smona guet)Vessel of mph;TGDL=5.OpW;BCDb5 Ops.h=256;13=0.511;LAVE Gave=Sit;Cat. Il;Ev B;End,GCpi=0.18;MFRS(direcllonal);Limper DOL-1.60 plate grip D0L=1.60 3)Provide adequste tlrelnage to prevent water ponding. 4)Al plates are 2nd MT20 unless dheness,Indicated. 5)The Me has been designed for a 10.0 psi bollen dead live load nOno>reurrent with any other live loads. 6)-This truss has been imagined for a live Thad of 20.0psf on the bollom dead in all areas Wme a recargle 36O hitt by 200 wide Wit fit beMeen the thi chord and any other memhere,With BCDL=f 00psf. 7)Provide medlanical connection(by others)of them to hearing plate capable of Wthslanding 12416 uplift at joint 26,250 to uplift at QWABNNaN,I/y 4upn pvnxlv°sM aF10 NOTES QV1M14 xxaP'LLUDEO MEF e6EIlINGE PAaE16)BAm.14%1N/6IWFFYBE cess WYJKKmeBaNY Wlh Mlek&crn�ecM.clNstlaYT L MmtlwYYu�n ppanelenflown,anOala m MWful MAdh3cwnpa'ent m1 Ilwry[Inn wlae ine.11w LVJNeg11e4,Mem mu ve:nN lne PoTlk?AIY o1,YYp,lp1/trela°m]peAenYS,c+erl,wM✓RL:tleJa,Flo Nnovi+tll hlyq M-'hn.awYge,v4aledhlo Pevenl hlcBMtl or Myhxl4unvebatlla chn°1mmm1m WY. PMxMlaf lemMlW aed Pel,na,mlbacM Ml ek' BdwoyBla#Ietlbna,l°v�dmr+B.+�nlealwBvmm v°Bx+BOB-�..xky.r�4nw nrwnlw.1.,19Bnelaexd�Kess",.relne e9wv.. .°1BBa. ymsesehol avione, Meclbn m.firog nt It.ft, 'A llmmlems.°eMWNIp11 GYlycnlxb.o6ed3aM Kflwlpn9caryoelxel TB It .1. ldMylNNmdYx1 atxlatle twn IIufM18 MIM1b.31BN.1eB91ce1.6Jb31 R.NeW VM3 VRY1311. ^P° ype T1. YM IR35aTOA it3 POJe F SPELLiL GIaOEP ' ob 4arel BWtlngegrymw5ypy.JazMwNFI e1.ircc Fn W(03W:<1:a Rat IGgiAim [3vIw2DwEvWmgyu ] gwiilWr5Ymv0Yg93uueODNgMC.= MOTES 4)GraUse U az US 2 ((hien halion tlpaa not Oapicl Ne size in Ne orientation of Me het at 3 along thecm top left/oran to ctoco d,JN. 9)Use USP JUS24(With tOtl naffs Into Giller&tOtl nails ills Tmu7 or equNaleM a13704 from,De left entl m ronneM,mas(es)T10(1 ply 20 SP),o beck lace of DOXam chard. 10)'Nall reit holes where be ngsr is in contact w,N0.1 D ,. 12)Woman,'indicates 3-1 Od(0.146'x3')or&120(0.144'xMara ,oe-nalls.For mare isleile relent design) ST-TOENAIL red.Donn, 12)W Me LO AO GASElS)imfi en,an0 staDllityi to the for of Msystem anon pert of Nis component Design)Is always required. 13)In Ne LOAD CA$E($I sttllon,loatls applletl,o,be lets of Ne hues ere noe0 as troll(F)or back(B). LOAD CAftf) Slantlartl 1)Dead+Roof Live(belencetl):Lumber Inp ouse:1.25,Plate Increase=1.25 Uniform Lomas(pX) Ver:1-3=40,3 —X.1314--60,14-16_60,1616_-40,11 19=80,2521 24-29>20,7-10=60,47=60,1613-60 Concentrated Local Qbl Vert:21=-M(B)32=61(0)37=43(B)36=-141(B)39=@2(B) nwa,sce- om 0.ayeft al Mmo ON,, IND NLLVOEO M/EN PEfERFNtEP46EW]ITJ nY.1 tholll BEFW1EV9E WLLa1M]Iwuw ctiY` hoe ccnwWC R3 mg�eD�.moWY .1c,ispn u 1- o,or, MUtlM dAdger mo IrrerySmn.�taeu&Inn WrlgtleYaer mol veMy Ma gTAk�lllh ol�aan Pamwlersmd ggxnlYlaa^rmob RtlaMrtT Tb XnovcYW IYlcip cb�n. BacL,g LJcaleOalo qeYmI WCMWg of YVBdAUY MnweDm]/a cMrGmemCersaYY. NMIbvJ bmFQW Utl CMnTd,l qa lrg ek' rr—k Rxa/ire[FB�Ia[kdllym0lo gnvenl cdk[w+w8h .J nlsyn jaftnv .k�rervwtlpbrcaregaapM a.04 Peb EM BM. F Iba slao]e.tlaYverv.erccMn hr Msmi 218K me 312.MNL/RN VA MCIIYYr.DLd9ad geuMggLUTuwN aflMyWmdlen aM2letrmm Nw nob M1'¢IINIe.'110 N.Iee Sheet Stle SIR.Ple�axhh VA M14 Teirya,FL L6f0 Job TtuM Toss TYPe ON PIY 12368TOA T14 ROOF SPECIAL I I T105&280 tlumllg 4ompoMN Supply, Jocksossic,Fl3225E JOD ReNrenw a oral 6.010&AVWsAM 6MIT¢klMuattles.lm. Ftl Mar 0303:15:10201] d,hS su t2.0 rasa test mea u. 10:9iA?mN%I3yry/5p5pWEVW4NngibMUVBVIHOYHP811O6M6oECitgOCLUIgItNDMRssIfiF e.0 ze3 a mu4 seas ante sea .e.lz uo-)s Lanz t<a . a 464 as ear sw.=lSla eoR a axe= 34 II 2.8= 2rt0. 4 s S. ] 3 6 E II e 46 itsd 2 B 24 2] 29 4 ma. ee i 6 �6 &4_ 10 1. 12 � 4x10= aeB= 2N II am II g 20 19 31 I6 32 17 a3 16 2x4 II Ort= 6e8= 41= 2M I' «a W4 astz zea a}z.z.o aso a4a aalz toe ,<a Plate O%sets fXY)- N0.390-2-011603-00.2-0I F7031�0.2-011 '0.98 Edpe113MJ4(i LOAgNG (pat) )SPACING 2-00 C81. OEFL In (los) lMefl Utl PtATEb OPoP TCU 20.0 Plate Gap DOL 1.25 TO 0.90 VedjLL) -0.09 12-13 .BBB 240 MT20 24d/1 W TOOL 10.0 LvnDer DOL 1.25 BC 0.53 VeaQL) -0.2] 12-13 .909 ISO BCLL 0.0 ' Rep Stress liar YES WE 0.73 BbrztTL) -0.W 11 Na Na SCOL 10.0 Goals FBC2014RP200] Mattlx-MS WeIpM:306 ID Fi=204 LUMBER- SPACING - TOP CHORD BN SP No.2'Exeept- TOPCHORD Slruelaral waled shealhlrg mreeay applletl or 4-7-30c plains. 410:21 except end Weasels,and 2-0-0 oc puri(2-2-0 max.):4 S,510. BOTCHORD 2x4 SP No.2'Excepf BOTCHORD Rigid ceiling direcllyapplled ora 9-1 oc Dracing. Except: 7-18:20 SP No3 IRow at midpt lis WEBS 20 SP No3 WEBS IRow at mi t WEDGE dP 2- 18.3-17,S1] Right 2x4 SP No.3 REACTIONS. (ID51re) 20-�53I0.5-8,16=182M05-8,11=BOOM-5-e Max HOs 201:110) Mex UpIIB 20-126(LC 12),16-136(LC 12),11=-131(LC 12) Max Grav 2M72(LC 17),16=1824(LC I),l l2 (L01) FORCES. (b)-Mex.Carnp.flWouTen.-All braes 250 p0)aNes exmpl Y4)enshown. TOP CHORD 1-2=-791/22],23-b713fi 3A--33]283,4-5=23gY285,56=-239/265,64=-20]/296, 7�-817/399,8-91 9.18-1397/466,10-ii-14]15990,1-20=616147 BOT CHORD 18-1is118265,17-18-861151160G2%,7-15=-1751274,13-14=354/1367, 12-13-28&9248,11-12-28U1253 WEBS 318_-4/38],8-17=651/153,]-17-43992,]-14=8939129,9-14=-1136295. 10-12 T7,1-19=-13M01 NOTES 1)UnbNaread roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VUIt=130mph(3 second gust)Ve6U=101 mph;TCDI_-5.0,f;BCO".Opsp 82511;BMSfl;645fl;save=5a;Cat. II;E12 B;End,GOpI=0.18;MFRS(dlrecllOnel)and C-C Exteaori2)0.1-12 to 1-7-10,Inteaor(1) 1-7-101016-8-0,Exledor(2) 16-8-0 to 2046,Intehar(1)2486 to 30-514,ENerlor(2)353-0 to 426-14 wMaC-C for members and forces&MFRS for electore shown;Lumber DOL=1.60 plate grip DOt SO 3)P.1de adequate drainage to prevent is,Pending. 4)This Rues has been assigned for a 10.0 psi WHOM chaed Had lead 1pMoneunant hath airy other lwe loads. 5)'This Wss has Deen designed for a live load of 20.Oded on Me bosom chord In all aides Mom a reelatgle 36-0 tall by 2O0 wMe sill lit session Ise sctlan erred and any deer members,win SCDL=111Opsi. 6)Pali asshanlwl Connection MY obed)of Russ to seeds,plate capable of v4tletaMing 10011,uplift at jolnl(s)except ati 2121=128,16=138,11=131. 7)Graphical W din representation tires not depict the size or the orientation of the pudin along the top andfor hahom chard. QWnessedVxYy 4.Ypipuw,nfu.NPExp N0lEa gI IIO MOYICLVpFp NIExg6ENNCE pdOa/i149 m.rassai PETOgE USE �' AT YMY]lw wwm use tly Wth ealek9 ccnwx Ms di 6 Oared ney upon{taeri Yxwm.are hlamYeAWAM..e, cunnxxnnl.rot ti�ryslem.Belun va.IM GMMptlxµa�l in,¢I veMN iM[PLIkMMeltlw$pl!"/wnelelSaNnwqwlYMw�ale Mttle4y,Fln neove�tll Wdp drf43n. BauYytYgcdedhio IXevenl FucYWee elk ftLM MmwM my/w ctntl memCni WY-NM]wM IempxaY ua nwmarenlM¢Yp ee..an lawlee nwSBtalywJleweWent eallmawnnr�+e r..+rww Ywr�rw.nY.wnme. rw uel�w�w�.we�wa�.wame Meek' asaft tMna%.[IeNaY.wecMs aN 1 1. 1LW MmMi anLA .1/IMn 411nYbclXxb.e5aa9aM SCY WMJM9uIIWnxY BBJ.vN.EM aha. awxwommn asablerom rn::Rae Imaxae.zia x.t�creel.a4tealz Ne:a.»x.vAzvl4. T.rlph,a axto -Ti Job Tmm Tnuw TYxx i CIY0584 81 PN 12.458T0A 716 ROOF SPECIAL 1 1 Job Ret6rema l liwwl BUNdnp Compoxd511ppty, Jstleomn.!!e,7132356 w6g6 Apr 2o2ot6MROxlnXygXcs-b 7Abr0308:15:12301 zPop,I "D IO:B!A98x 14 In1iB6DWENN]Amlp-sSCFeAn%y9%]L_YKOn]6WOFFEggMIR3xoOJxeDBD ]-!a 111J 1a.w 1iea lzlzpaazl�e.a zxfx assn Isco wets, ' ]-la bulz u-1z !a.1z lanz wa ]w zea 1833 F1-2 4x5= ',be- e.0012 3411 7r10C 3 4 6 az] ] 26 e Isdo� MO= bas e 47/ 2 0 Sp 32 14 as 46 i 1 56 gy .4= 4r5= mn2= amp 11 a `g :d12= ao10' 13 12 s, 34 21 20 17 16 15 J d5= 2x4 II 2r4 II M10= 2x4 II 1s1a 1as1z u11a His u+ z Is, iaz 01.12 PIhxw01hbm - 4:0300.20 60300.2-0% ]:0.990.21 8:068E a 11:0.38 Etl 12'6L8030 15:62-060.8 18.0.9602-0 1AO68034 LOADING(eery SPACING- 2-0-0 CSI. DEFL. In Doc) Wet! LM PLATES amp TCLL 20.0 Plate Gdp DOL 1.25 TC 0.77 Ved(LL) -0.1] 1&19 >999 240 MF20 244/190 TCDL 10.0 Lvnber DOL 1.25 BC on Ved(TL) -0.4] 18-19 >556 180 BGLL 0.0 ' Rep Stress,Mor VES WE 0.75 Horx(TL) 0.10 15 We nor BCDL 10.0 Done FBC2014/FP*007 Matrix-MS Weight,31911, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Exctor TOPCHORD StncWlal wood steaming,dredly applied or 449 or,purlins, 8-8:2x4 SPN0.1 eapl eand vedoads and 2-PO a pudre(3-11-2 max):46,59. BOTCHORD 2x4 SP N0.2'E%cept' BOTCHORD Rigid calling drecllyapplled er 3-6-11 a Dradng. Exoapb 2-20.3-17.7-15:914 SP Im3 1 Row M midpt 3-18,714 WEBS 2x4 SP N0.3 WEBS IRoss at mldpl 5-16.2-18 WEDGE Right:2x4 SP N0.3 REACTIONS. (11mm) 15=1849Po38,tt=88]M-58,21=945/0-58 Max Hou 21=lW(LC 10) Max Uplift 15=1411LC 12),11=-129(LC 12),21=126ft-C 12) Max Grev 15=1849(LC 1),11d92(LC 22),21=853(LC 21) FORCES. (Ib)-Maz.Comp.MtaxTan.-All tomes 2500D)or less except vAlm sDown. TOP CHORD 1-2=1218312,2-3=655288,31=-542/9W,45=-483332,5E=2152]9, P]-26554,]-8=114350],89=-109fl/388,9-10=-1252/394,10.11=1409/384, 1-21=-093245 BOTCHORD 18-19=2D5q 099,318=284/187,14-15=482]284,]-1L--1]80/30J.12-13=-22356, 11-1T-272/118] WEBS S18_---T fl/23,]-16=10724,5-18=48P'�4,7-13=38M1 W5,8-13=999/3]5, &12=-53/308,1-18=188588,2-18=681/1]5 NOTE& 1)Wind Awed mot ova 10atls M1ave been consitlared 18r this 01 mph. 2)JI:E ASCE 7-10 IPI L.18;MRSmph (dire grad)Veld=10 EMd TCD V50ptC BCDL=6tedoOpal,M1=2571;8=4511;L-1511;0,Exerldri Gal. 11;Exp B;End.,GCp or(l) MFRS(di 14..Eft arm(2) Ext(to 4061-12 to 1-0-1Q rte members to 1688 MFRS for 1880 to 20.36,ILumberDOL=1. to 28814, DOL=l So 3) 468-14 zone;G-G 78r members and fomes,8 MFRS bi reactions shown;Lumber op.L plate grip Win. 80 3)Pre truss has been designed s 10 waterpoMing. 4)This'ThIbuss M1a8beenn cosignelora10.0psibottancM1ONn M Wil.prosdnaiwi.any Omerlive loetls. 5)'TMs Iete has been tlorn M tl1 and loadrmenniprOnme bODL 10.0 in ell areas where areclergle3801a11 by2-00wme will Bt amen ache Doorm d1Ortlandartytimermembers,winOng BCDL= Woofi. 8)Pmvidam1=129.W1=125, ion ryy e1M1ers)Mfloss to bearing plata capade of witlslantling 1001b lglifl elIdnt(s)except(P=1b) 15=141,11=129,21=126. 7)Graphical pudin represantatlon does nd Depict IM1e me or Me edentatlon 01 the pudin along 1Ds top armror Wham c7MM. Q wMNN(i- Owasso Ne]Ea Ow Ttla ANO M UMED >Cx A9GINCEPAOs inn-1WYID1s esFMEubE vdm.se"s aw.me MiedOb seste, Rd�k MaNgYYWay its, ars Mw.am1alwmYplWA.d MAuae Cwniwmnl.ml masewwm Pelee i6s.RaWtagtle�Mle�nx4 Alyn'ag4�IkotllNelpxarewrtadPMiedYHcaPwawxiatlap�Mwx¢matll uuarp ueuon axegnx4eaowpasarnMFunaMd.4nad m®weoa,m/aenwdmemhelewM.reda�d wmpe�waml>wa�wmluep M 1 eaPAetllw Cdllwamwpaenlcdgi¢wmmwrlDle pertnvJMsVa'n wwenvmnme.fa�radpMmts re9a.Nll�e SxdoMrxylMMpmsauawy�a.N[bWRmMYtrait iv FW1e MMNe.RIaN lee Saav1.5J1e 912llswvsh VRYYl14. PeAsEe9ME Inrys. . 3'M10 Job T. Trim Two > 1 OIy, Ply 0 Wtl2 1236BTOA T18 ROOF SPECIAL 1 1 Joh Rara]arce o Bonar Building Component Sgply, JaknorMlle.R=66 8O1OSApr202016Mffafthrsides.irc. Fd Rlsr O3 o8:15:132d1? Page! ID:piA?nwUx lw5g5DuiEVWZ p-KHA Wneltt 787WmVWsgKR70AJNBAUt2mzehSC ].+a +2.14 IL60 In��Aa9z199 2nb• aa9U 3ab a N-110 ]-1a L1+nz •enz +e9z so-+z nae 4a n4a n ]sz sena s•a Scala=I:NA a6= 3N II a�= 3rt= 1xto1 6.00 12 3 • 5 8 2H ] 2] hta= BaB= NIS% 6 2 3 31 5 o Y 4r5. III 1 lit s d + 14 38 13 12 g tz= &1a 204= •ab= 602= 34 Ii 39 II 22 21 18 17 W 1e 4s= w II 2x4 II 4x10= 2x4 II 'id fSN 61 W 7-g 8i6W d fi ♦1 12 + + : see ai u39z x sea PlaWOfls0s(XY)-- I•:0.M,0.2-8118:0.30.0.201.(]:0.38.0.2d1.18:668.Etlpe1.111:03$Edml,[1304-80301119:0&80.2-411200.6-BO-341 LOADING (pat) SPACING 2-00 Ch1. DEFT in (Ion) Wall Ud PLATES GRIP TCLL 20.0 Plane Grip DOL 1.25 TO 0]7 Viii -0.171920 oW9 240 ww 244]190 TOOL 10.0 Lumber DOL 1.25 SC 0.73 Vei -0.471920 0555 180 BOLL 0.0 ' Rap Stress lncr YES WB 0.58 Hi0.10 16 Na Na BCDL 10.0 Code FBC2O1dRPN0D7 Mabix-MS WAghb 32810 FT=2M LUMBER- BRACING- TOP CHORD 2x4SPMI2Excapt- TOPCHORD Structural aided sheathing dlmdy applled or 4&4 oc purine, 69:2x4 SP No.1 except and vert.S,tied 2-0.0 x padre(42-2 max):4q 39. BOTCHORD 2x•SP Nei'Ehmeph BOTGHORD Rigid ceiling dlredly applied or 3-8-4 oc turning. Except: 2-21,318,7-16:2x4 SP No.3 1 Row at mldpi 319.715 WEBS 2x4 SP No.3 WEBS 1Row at mdgt 2-19,517 WEDGE Right:2x4 SP No.3 REACTION6. gb1nIze) 18=1834/P5 8,11 9665-8,22=8536 S8 Mex Horz 22=-183(LC 1O) Max Uplift 1E-14OILO 12),11_129(LC 12),22_126(LC 12) Mar Grav 16=1834(LC 17),11=899(LC 22),22--857(LC 21) FORCES. (Ib)-Max.Comp.IMax Ten.-Allface5250(lb)orleesexcepiwhensnm, TOP CHORD 1-2=-122&313.23=883289,3-0=518'357,45=71701332,SE=-226281, 67=-287298.7E=806427,8-9=9661362,410=-1143 2,10-11-lmmn, 1-22=-797246 BOTCHORD 1920=2061115,3-19=-2691174,15 16=181(Y29 0,7-1 5=1 76 52 9 8,13-14_--1391605, 12-13-28WIM.11-12=-28311286 WEBS 2-19=~76,17-19_-0253,517-737140,599=-186884,]4]=-2702], 7-141 8-14h:-938i 8-13-441461,1013=3471132,1-20=-200/898 NOTES 1)Unadorned root Bve loads Have been considered for this design. 2)Wind:ASCE 7-10;VUt=130mph(3second gust)Vmd=1O1mph;TCDL=5.Opsb BCDLd.opsl;h=258;B7158;Li nevi Cat. II;Exp B;End,GCM=0.18;MFRS(directional)and C-C EOado 0-1-12104-7-10,InterbrD)4-7-10 to 1660,Efdaror(2) 16-8U to 2038,InleBor(1124-98 to 26614,Exhisl 134-3-0 to 3841-14 zma;C-C for members and inew 8 MFRS for nea0ioos shown;Lumber DOL=1.60 plate ghp DOL--1,60 3)Provide adequate dmlmge to Prevent water ponding. 4)This truss nes been Mail for a 10.0 pef ler"m ri live bad rencvJ(gureent will any other Ilve tons. 51'This buss has been designed for a his,lead of 2O1 an pre bopam chard In all areas where a rectangle 38 tall by 2-0-0 Was .11 tit bri the Ni chard and any mhe]members,Mh BCDL=1OOpi 6)Pravis mechanical connection(by omens)of truss to bearing plate Capable of withstanding 10O Ib non,at Infinite)meet gt=lb) 16=140,11=128.22=126. 7)Graphical puriln rapnesentalhon does nor dept Ne size or the orientation 0 the purin Nag the top anclor NRR Gan. QWIaXWa-yes, em pva,Wan-1aEloxarts ON Teas wauoso relEx wade .dada As.m.nommTseafoaa Wspl Wpnwuse weybllh MllHiN�ctwwchga Rh M4na6M.wd Myurym(.vmreleo Lwwn.aM klam MHLM[u1tlFV c'-mrrxsnl.wh aia,edasga. e"a=Cana ahaa`Bandlo `e hhlihmcuXhq��Ilmm�a.a lrals waee` %acl;.am`6meaao�nv IaarAlwh,e�iknn.,ra` `r7-nrno 11- len mao� 1 aawar.hewaa l�amlymea pgmrnenBp M116k' Pevmh cW141sewllbrv>ax,w re�+.x NuiY arvJ PfWMMY�bmIXAa. b,M,m,tl 0ukNavrhM+�e4ghhM Mxwk:aMM iboti'e.tltlNnY.�.ruetmel'.:zgmmiss.. wss Mrem11. NMIf.' .t,rXwb.09Bd9 aq BCL ehWFPComponsn+ , FL Fm+6N4. ApMyYYplepYwr aid2Haomi�flale lh'[XMe.21n N.1ee 50ea1.SAe312.Newh]b VTY[314, iarrya FL df510 Job TntlS T-Type Ory Ply 12350TOA T17 ROOFSPECIAL I I Job Refs...(opborel) nT10561'm.B SUMIN CorepoM Supply. JmcksolydOe,FI 32266 1010sApr20I016MITek IIx,HdM,s,IOC. Fnhearinfinl6:14201] Pegot ID:ld ZFgMg=oYuk,UfAWCLOJe oUW-sonUnMal4KCAkO2bU1WGOZ NSVCzehSB ]1e 160-0 10S1224a02Y0$ 24G11 eDBA MS a11L i+B BdB 1-01218-1210L 2BE )e2 6?0 8d 1E Yat-IWA 36= _ W 36 con T2- 3 4 6 620 ] 71= .411 1.- 27 .= 2r 0 0 MIO 1 33 31 2 25 >Is 4 yryl 1 "j 4.112= &10 04 356n0- I 0 l3 IS 14 25 24 21 20 3t 19 '1,A II wo= 2a4 II aw II aw n Ono= a4 II mz.p 1ii Was m W F ar-n se0 Plate Offsets Y 40-0002E 60-3.002-0iT.P3-B P2i 18.03002-00.122.0380.2-4 123:0,6-43.0-3-11 LOADING(pal) SPACING- 2-0O CSI. DEFL In (Iw) Red W PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.]9 Ved(LL) -0.1722-23 x999 240 MT20 244/190 TCDL 10.0 WmbOr DOL 1.25 BC 0.72 VeMTL) -0.4]22-23 a5B2 180 BCLL OD Rep Stress MO, YES WB 0.75 Horz(TL) 0.10 19 No No BCDL 10.0 Do&FBC2ot4?Pt2007 Mesix-MS Weight:36511, FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wad sheathing directly applied or 4-66 OC purifo, BOTCHORD 2x4 SP No.2•Excepr made and veNrals,and 2-0-0 wpurrha(600 mat):0.B,S-10. 2-24.3-21,7-19.9-16:2x4 SP NOS BOT CHORD Rigid telling directly applied or 3-6 9 oc bracing. Except WEBS 2x4 SP NO.3 1flow e1 mldpt 322,]18 WEBS 1Row at mldpt 222,520.10-15 REACTIONS. (IWsin) 19=182&V-51,,13�88f051,,25=853PoS8 Max Hoa 25-265(LC 10) Max Upllft 19=91(LC 12),13=-153(LC 12),25-151(LC 12) Max Gray 19=1825(LC 1),13=893(LC 22),25=855(LC 21) FORCES. Qb)-Max.Comp.M .Ten. Allforces250(Ib)crlessexceptwhenshown. TOPCHORD 1-2-1221M212-3-65 41,3-0=-54&385,45=-085/383,56=-2]1/341, 1]-30]/355,]-8-150340,8-9=-]50137,9-1R-]40139],10-11=-]]1/360, 11-12=956904,1-25-]951253.12-13-935245 BBTCHORD 22-23-2]511132,322 2884]3,1 0 4 9=-18 0 5131 9,]-18=-97/115,1]-18=-95265, 9-1]-2]a130,14-15=.17� WEBS 2-22=-]0520].5-20-]8490.5-22=220988,]-281,1083,0-18=1,09/299, 8-17-74901 10.17=-98/321,1145=-2]2/103,1-23-22]/082, 12-14-18123 25=-23(S25,r NOTES 1)Unbalanced of live loads have been wrodered for this design. 2)Wind:ASCE]40;Vult=130mph(3-second gust)Wool 01 mph;TCDL-S.Ops1;BCD,-5.Opsl;h=25X;B=a -45f1;save=5f;Cat. II;Exp B;Enal.,GCpi=0.10;MFRS(directional)and C-C Exteon(2)0-1-12 to 47-10,Inlerlor(1)4-]-10 to 16-8-0,Exleror(2) 158-0 to 2038,IMmM(1)24-6-141.44-94 r.;aid vertical let and right exposed;C-C for members antl forces 8 MWFRS for reaction shown;Lumber DOL=ts9 pate grip,DOL=1.60 3)Protide adequate drainage to prevent water ponding. 4)At plates are 4x5 W20 unless oH.WeriiMiMitan. 5)This truss has been designed lora 10.0 psi bottom Chord Ne lead I nyfu9ent With any other live bade. S)•This truss hes been designed lora Ilse load of 20.0pal on the be UoM chord In NI areas W41ere a rectargle 330 tell by 2-(HO Wits will M betionn the boom chord and my other mambas,With BCDL-I Obeid, ])Provide,mewanical conneciim(by others)of truss to taming plate capable of Wffhaandin,100 In WIM at lam(s)19 asap gl=lb) 13=153,25=151. 8)Graphical pudin marsentalion does not depict the size or the orientation of the porin along the top endear botlam timid Q Wlrlawa-Wary pvMwmxtntleEAp N01ES pI1I0a ANp NCLYPEOYIFI[aEFENXCE IIOe0Wr4Am.laeY1016I0/OX aSE ](.1431y[a[11q INl MY .11.1on xlgi Rh W oenlh J on,WqI WanelesToni RW b for MMN?M 0..-,,oral.rot nlffityrsl!m 6elrne u^.tt¢UMIf N!#µlrel mOlvmllylM g OraM of Oeadri O-M- gopeRy Olcapwale M6tlal[mlo so.1 dWaaP danyn. NrxlnR xgYrnz]kloryevenituaYx]MlrvFtlwlmRwabnd/ucMamemlwia0v.. ✓11emWwgd Felmgwala¢N rno l«.nee lq lxx nvq� �.�n m,Bal-w..r.,me Y. aoorma r wlauw .reP.w6w at ilggy.tlHlv�oY�eltMnqn H-on l nmwUslM m®eWemx tma lr 4Aly 0.tor-so .1I u 0uM , Inpo,00s Na P.1,2M3W �bMyllllwnvbn o✓6 m �FWkInsBMe zlev.lee snael.sN6Jlz aemxala vT 22Jl Ton,,B 33110 Job Truss Thom TyPe 1 Ory Ply n056aze4 123 OA TM ROOF SPECIAL 1 1 Job Me l000rell BudnComn03tplyJadcorwlllo.F3225B.OtO2016i Mor O300:1515201] Pa,t IO:IxZFpm9CYM4itAWC4aHgIMCpPF4vhCSAFgBR11 %T01135IeA zza14 «H ' tau 1legzlasae" VVY si2.zsi 1 is�i D96 Slab=1:off B.ao Fis yg- 461 zM II 3.0= gxp= 4 5 023 78 7x8= fire 3 -._-24 25 m fim. 6i 2 0 22 0 27 Y 4Ei 16C 1 11 r d 5 13 12 'a 21 20 10 19 10 I> 30 46- 30-�1 46= 34 11 284 11 4.5= m3= 4x10= ab I pa5m= 1 sax o6b .42 14a 7.1 Plate Olfeals(XY)-- 14:0-&0.0-2-01.IBD3-0.0-2-01 11&03-8.&2-01.19;0.2-0.0.081 0 LOADING gold) SPACING 280 CSI. DEFL in 0.) Loan LJd PLATES GRRr TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Veh(LL) -0.221516 >999 240 MT20 24 W TCDL 10.0 Limber DOL 1.25 BG D.W Ved(IL) -0.441516 Am 180 BCLL 0.0 ' Rep Stress dna YES WB 0.80 Horx(TLI ON 12 We rva BCDL 10.0 Code FBC2014(FP12007 Metrix-MS Welght:M411, FT=20ea LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD StAxtrail rood shratNng directly angriest or 4-10-12 pc Wrlirm, BOT CHORD 2x4 SP No.2 except and verticels,and 2-90 no wiffns(880 max):",&9. WEBS 20 SP No 3 BOT CHORD Algid wlling dlrectlyapPliW or 10-0-0%bracing, Excspl: 6 0-0oc bradng:17-18,16-9. 1 Row at midpt 7-16 WEBS 1Row at mltlpt 2-19,318,518,10-15.9-16 REACTIONS. givalzm) 21=7769&S, 12=11SIX-548 Max HOG 21=246(LC 11) Max Uplift 21-95d-C 12L 1S=-190(LC 12),12=403(LC 12) Max G.21=824TC 211.16=2082(LC 17).12-_891(LC 10) FORCES, AbI-Mev.Comp.Ml9x.Ten.-Ali fomes 250(Ib)or lase except when shown. TOPCHORD 1-2=YJ7/93,2-3=805@29.84=-25422].&7=-193F253.73=0283,&10=0]2240, 10-11-903220.1-21=756212,11-12=823200 BOT CHORD 19-20-1I W8,1&19=-51/513,7-16-12B643Q,15-10=-61468,13-15=117058 WEBS 2-1P_-25394,319=8/423,31&-001/194,7-1&-124965,9-15=7/588, 10-15=42&147,9-16=971/147,1-20=41 W630,11-13=89!/46 NOTE& 1)Untaanaed met rive Iox ds have bean co emerea for this design. 2)WOM:ASCE 7-10,Vu11=130mph(3-second gust)Val 01 mph;TCDL=5.Opsf;BCD"opsl;h:2511;B-,LSR 17158 esve=58;Get 11;Exp 0;End.,GCpI=010;MFRS(dbedlons)and O-C Exterior(2)0-1-12 to 4-7-10,Intenor(1)4-7-10 to 1880.Exterm(2) 1660 to 2930,me or(1)22-6-14 to 44-9 4 zone;end vedlca left and right exposed C-C dor members and forwe 8 MFRS dor reactions shplln;Lumber DOL-1.0 plate grip DOL-1,60 3)Provide adequate drainage to prevent water ponai g. 4)This Imss has been designed for a 10.0 psi bottom chord rive two nwwoncunent will any Other live loads. 5)-This truss has been designed for a Ilve load of 20.0pa on the bottom chord In all areas where a redalgle 360 tall by2-0-0wide will alt beMeen the bottom chod and any other mambars,Wth BOOL=10.Opef. 6)Provide mechanbal mm6ctlon gby others)a truss to bearing plate capable of wllhalaMllp 10010-with At tariffs)21 except AWb) 16=196,12=103. 7)Graphi ar with representation does hot depict the size or the orientation of de With along the tap ancAm Whom cl ad. Q WIPNNG- leo ANO NCLYPm YIIEI eEFEeiXCE PIOEI6)1)9nr.I... CtsIT WW for aYy Wlh MIHePcwreclas.Rk rleSMr,k wiV W-n0.mlelm Jnwnmlk 1, MlvkAiq h,Nyp cwrcprenl.ml o-bmryNan axial iw.IlpfnlMYgdeWna m141 Ve.JN pwgpbaAMdde p�omelx¢ax]gopalY Y,mnvole INt Oa{nlNoll¢msd Aorn moan wm+ro hacowdarowerel41uru,u Nrwwx.rn�wxha.uorevarnerr,eer Qday.awn«.�I t�rnporwmde�pnlam2 MRek' LRno/i repla]IeriMlllyaMbpeeenledlgne Hlhff�"W✓J tMxY�Po{aM tlanIXw xrympe glbpere��pM1a yltgYrt stony.WVTy.aBcbn4glxIXYp of Oiar¢aWlnmp[Iemite9VWlyII YwIN CNxb.0apE9mp eCN Niln9aeN,prwnl ®WPxb eWly MpmyM mJR}i M1an l�RaH MIROe.218 N.1ee51ree1.916312 NexaxAla VAYI]IE. ialrye,FL oxfm 53910 Jo0 Truss Tress Typo i OlY Ply n05 2e5 12358TOA TIB ROOF SPECIAL 1 1 Job Reference(oo0uslu BWNIrp ComporoM Suppry. Jxh• IIIq F1 322266 BY1 AWr20201MPMu migPles ?IgROgV 09:R:15:1]201] POOet ID'1HZfgInpC3mYuk411AWCzlOJe-D3PBdugpmiePRmOH'tIGROgVaFeeQ✓tmbLpZ6Xre1Se S6b IPP6 No 22-1d 2839 32-P1T 3420 H9b0 S69 S34 S1P8 SSd 6112 d612 Bd�< S40 SW-1A3.1 &W 12 h10 r 3rd 1 alio 4 23 24 5 25_ 26 6 ]a8 i 0R 2 ] 9 s. 44 21 2 e 2] T ar� 45 I B I6 1d 19 12 11 10 20 18 18m0 45= 28185_ 90 = 31 Sea 4L= 3dh 34 11 410= DR II 4a10= 568 10-03 1840 22-"a 2830 32b12 112-0 H4L0 Sfia S3-0 5108 Sbd F 6-I-12 {&12 1 Bad SBO PNte Ottsets(XYh- [4a4 BO-2-01 IB'0-4862-01117'O1 LOADING(pap SPACING- 2-" CSI. DEFL. In floc) Intel Lld PLATES GRIP TCLL 20.0 Plate Gap DOL 125 TC OW Vadfi-Q -0.05151] >399 240 fall 244/190 TCDL 10.0 Wmber DOL 1.25 BC am Viol -0.14 151] >988 180 ROLL 0.0 Rep SVeew nor YES WB 0]6 Horz(a) am 10 the We BCDL 10.0 Code FBC2014 P1200] Matri Welghb34311, FT=20% LUMBER. BRACING- TOPCHORD HN SP Not TOPCHORD Structural wood sheeVYng directly applied or 6-0-0oc pudlre, BOT CHORD 2x4 SP No2•ExcepM except and veMcals,and 2-O0 oc xvirw(1O0,0 max):4A. 318:2x4 SP Ni BOT CHORD RIgM ceiling directlyapplied or 10-0-0 oc brading, Except: WEBS 2x4 SP No.3 600 oc bracing:18-18,14-16, WEBS 1 Row at mitlpt 3-18,4-14,15 14.6-14.7-13 REACTIONS. (Ibrces) 20�58 14=2168/O3-8,10=]18105-8 Max Horz 20-162(LC 10) Mex Uplift 20-56(LC 12),Id-2A(LC 12),I0= l(LC 12) Minor Goo,20=]28(LC 21),14=223](LO M.10=]60(LC 22) FORCES (Ibl-Max Gomp.Mlax Ten.-Allfomm250(lb)orlessexmtMenshown. TOPCHORD 1-2-6051112,23=577/141,4-5=0/380,5-6 /300.]0=-5]YW5,8-9—nW132, 1-20=601/14.1&10=-]i 551, BOT CHORD SP=-251343,1519=-10/551,316— 9/18 1-54/035 WEBS 2-1?--281186,1]-19=-28158],3-16=639/182,416=3-1601, 514=-0081164, , 4-1 4= W 614=-103N200 6-1 / 03,]-13=59Y185,]-12--32 ] , 512=-2813 , 311= 4/651 NOTES- 1) OTESt)Unbalanced mol live loads have been considered for Me design. 2)Wiho:ASCE 7-10;VIgt=l3Gnph(3 second gust)Vaa=101mph;TCDt_S.OpeF,BCDL=SDpsl;h=25111;B-151b L=45ft;eave=SM1;Cat. 11;Eas B;Encl.,GCp=018;MFRS hureclione)and C-C Exladm(2)Pt-12 to 4-7-10,Intelior(t)4-7-10 to 1680,Egerlor(2) 16,"to 32813,IMedor(1)32-513 to 448-4 mne;C-C for members and forces A MFRS for reactions shown,Lvnber DOL=1 SO pate gap DO1--1.60 3)Provide adequate drainage to prevent water ponding. 4)TMs Was has been designed lora 10.0 pat bottom chord live load noncorPu shout Win any other live loads. 5)•This threw hew been designed for a 11.load of 20 Opal on the bottom chord In at areas waere a rectangle 380 fall by 2-0-0 wide well fit between the bottom chord and any other members,with BOOL=10Apot 6)Provide mechanical connection(by others)of Irma to bearing pate caped.of withstanding 100 to uplift at pinhig 20,10 except pU1b)14=2]]. 7)Graphical puMn representation does not deal Vie arm or"orientation 01 the ur in along the tap andor boftan chord. Q sovese -Nr,,sw,,verwrw,wowww. alEiWnI ..CIJ aYIIEN aEfEM.0 fKiEMV)allnr.160.YH16BEFOPE OSE fas,,n wMNM—orAf WA Mleloss-1—ThIXwlou 6Cmsd wJY uMnl*a�elan Ywwrto✓I lslo,m Lv]MAu4 Wmhy mmp'nlenl.mi a1sMl.m 9.rureud.R9 pYwxltler�wrmul veriN.le4{ticdMlN altleLp,puanelenaW panedYwl�dCa"ab aw�WT MO M:owvtll warpal4orr a«swmu<maaaroprelreal mamryaaawxa wnweoavoremrdmemean oMr.A'31xFx✓a leal>orormolArRamnlMm4i MITek' a awaw reawae for.laur ma w w.V.R1 cdlc{ie nolo pomle nen.=ra Hry cal ww«Rv d�.aaw. Iia eerwsa ww�,a,r�aa ne aalwnon n'voca" .Merv.er�sonu le mae«Iroolewe:melr�mleRa.004wuml al�vcn.lo,osadvmdecu s'+sarocoRwri.n mw rw.r..l era. &My Mpmdlpn a�6'tie M1an MPa ..,... Ba Suet aIb312/HvnvX1 VAMI4. 71—11 care Job T. Tmu Type 0664286 12350TOA T20 PIGGYBACK WE 1 JOD Referer¢e( DDrWG Building Compormnt Supply, Jacksoiol F132268 B.CiCSPpr 2C 2Cte MiTek lntlushics.lm. Fn Alar 03 CB:15:1110C1] Pagc1 ID:WZFglmgC3 Y"IAWCyWI hFz gErlXtFIG3NUMEBZu2K"MMvg906ezzMS7 689 1088 1610 M-14 287a 32&12 3P4-13 H-11-0 F60 S30 S60 FBE 6512 bA@ is,t S83 sale=1'A2.E 60012 3411 390 5y 6 T[fo a 356 o T 21326 441 4x51 2 0 30 26 a 4x5 4,51 9 is 'in is 14 13 12 tf 10 IN Ig 1e t0 n sss 2B ]r1o= 29 a5= 3° &0= 45= axil' 34 11 .10= 2x4 II s08 10.99 l6d-0 zz-1J za 0 F V"122 1 192.13 11 ft b6-0 53-a SBB S44 6512 62-12 BS1 SB3 Plate OII:LHe IX Y)- 14'0160.2-01 I6D460.2-01118'056.03-01 LOADING(Feil SPACING- 2-00 C81. DEFL. In (Iot) Voted! lid PIATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TG 0.50 Ver(a) -0.0513-14 >999 240 Ndi 24M190 TCDL 10.0 Lumber DOL 1.25 SC 0.37 Ver(TL) -0.1215-18 s999 180 BGLL 0.0 ' Rep Simba Incr YES WB 0.75 Hofz(1L) 0.03 10 We me BCDL 10.0 Code FBC2014?1,1200] MaW.LS Weght342ID FT=20% LUMBER- BRACING, TOPCHORD 2x4 SP No.2 TOPCHORD Snuchum wood sheathing directly applied or 800 oa purlds, BOTCHORD 2x4 SP No .2-Exceent' eosin end wahns,eM 2-0.0 co Wrins(1000 Mail 46. 31]:2x4 SP No.3 BOTCHORD RigldceilingdlrecllyappllWor1000ocbmdng, Except: WEBS 2x4 SP No.3 6 O.o of brach,:17 18. WEBS 1Row at micipt &15,4-14,5-14,&14,]-13,&12 REACTIONS. (Ihkize) 19=888N-56,14=2183103-8,10=]20Nry-B Max Harz 19=-261(LC 10) Mar Uplift 19=63(LC 12).14=264(LC 421,10=68(LC 12) Max Grav 19=]28(LC 21),14=2242(LC 17),18)62(LC 22) FORCES. (Ib)-Max.Comp./Mex Ten.-All forces 250(ib)or less except ween shown. TOPCHORD 1-2=6c6/116,2�-5]8948,4-5=0/381,5-8 /381,&]=26118],]6=-58M]6, &9=-]]3/150,1-19=8821180,9-10=711142 BOT CHORD 318=-20/348,15-18=-5158612-1a 425,1142=490637 WEBS 2-1 8=48 591,1618--9&61,3 15=625223,4-15=-114/691,414=-1039234. 5-14=-431/186,6-14-1 01 6 21,6-13-135930,]-13=-577M3.7 12=32938. 8 9 2=-28S1131,1-18-671548,9-11-41656 NOTEfr 1)Unbalanced roof live footle have been considered!fertile design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)VMd=l Otmph;TCDL=S.Dps1;BCDL=S.O,,W;h=25ft;B-4611;i eave311;Cat. II;Egh 8;Encl_GCpi=0.18;MFRS(directional)and C-C Exlaror(2)0.1-12 to 4-7-10,Intedor(()4-]-10 to 164 0,Exleror(2) 1610 to 3411 4,Iniftol 1)34-113 to 44 9-4 zone;end vertical left and right efJoesed;C-C for members and)Drees 8 MFRS for mactlons shown;Lumber 001-1.00 plate gip DOtr1.80 3) Provlde adequate drainage to prevent water ponding. 4)This wss has been designed for a 100lost Dollom chord live load nonconcurrent Will any other live owes. 5)'This Mae has been designed for a five load of 20.OFef on the bottom MOM In all areas Mom a rectangle 38-0 tell by 2 0 0 wide Will fit between Me bottom chool and any other members,with BOOL=f 0aper. 6)Provide mechanical connection(by otmm)of buss to tossing plate capable of wehstanding 100 to uplift at fdnds)19,to except Gidb)14=264. 7)Graphite]purin mptessntation Wes not depict the size or the cremation of the purtn along the tap Windsor but an chord. �WAXNMe-VarIryWNBnpxumMvmENEAp/NrF8 PY MI94Xa WCL UOEa MrtExaEFEMHCE PI6E b6]<l]rw.100YAh66EPoNE USE ,4xi Wp rod u.=e odV�h MnNMconrectn.Rh Oaflah6 LmAMYMY�1*'xm^^)urs Wrvm.ow Gla,m YJM9M trMMg canPo�nl.ml dO�mgtlam PeWuus.tl¢W9gr1uYR¢r mW vplfy IMq(ikRilNoldaLLah�areWrtaxlgghalYfiwFwoh IFE Ce31an MW IM wxdl a,aeyn eanplhraeuGhoPWv.nwaaxhoaxhman m®waDawa Madmanm.orw.P9dwrn9emwwandl>amhawnths WOW G`8xvh raiAad We'AYAIYavJWPevenlWRm WMhFWMe MuruSx4ryad PePaIYrsSWps. sinnedook regadrV llN WW Petr EMBW. kAxuRM1 eMoy.UMay.ue[Mna[1Ga.YgollnroeaatlLwa'/Renm reaMlWlpt WdIy CMwC.oEeMmEPCLEWrpCMpMM4 SilYldinNPM atloo'e Yon t�mfldexpMe.218 N.LBBeaee1.911e 312 Nsxuelli VR'YLt14. 11 R.]3910 JOD MaTOA T23 Trim Towe Type T OtY PH 10684297 IPIGGYBACK BASE 2 1 Ja0 f1e erence(Opfionall BWbirg Comporonl Supply. Jadtwmrillq Fl 322266 &010c Ap AWC3 6MiTokiM wlJF h3 Fd Mart008:-SPa 00 Pa901 IDIHZF9M1yC3xoYuk411A W GyUIe-BRXJ1SawIJP]h3eg]IIv55eU 11 5pe?2NprlPzelSe 5N 121, 184-0 22-td m7-0 32892 36213 4411-0 463 st l 4212 5A4 6512 44-12 681 S8J ,II u^yle.1:780 Add FIT M1 2 0= •tel 1 7e10� 6 Will 710. 3 7 A & B x 18 2 f 0 18 17 18 15 14 13 28 12 11 10 2x4 II 8ffi= 710= Are= u4 II 51-3 12141660 2214 26]0 32-612 3P2-13 M-11-0 s$3 s" 4-212 S BJ 3412 42-12 681 58.9 PI 08 lXY)- N94-802-011(501-80-2-01 LOADING(pd) SPACING, 2-PO C81. DEFL. In 0.) Iden I./d PIATES GRIP TOLL 20.0 Plate GOD OL 1.25 TC 0.59 Ven(LL) -0.051394 >B89 240 W20 2441'90 TCDL 10.0 Lumber WL 1.25 BC 0.3] Viel -0.12 11-12 >BBB 160 BCLL 0.0 ' Rep Stress Into YES WB 0.75 Hoa(TL) 0.02 10 We dra BCDL 10.0 Coda FBC201UTP12007 Wine ME Weight:332 lb FT-20% LUMBER- BRACING- TOPCHORD Met Sit No.2 TOPOHORD Stmchurel wood sflsatNng direcry apoled or 6-60w purlins, BOTCHORD N4 Sp No 2 except and vertl and 2-QO cc p0lm(16O-OM .):4-6. WEBS 2x4 SP No.3 BOTGHORD Rigid ceiling directly applied or 10 O0 oc bolding. WEBS 1 Row fo midpt 2-16,3-15,4 14.514,694,7-13,312 REACTICNS. (Iholze) 18=fi8GJ458,14=2163/0-38,10=721/1,5-e Mex Hoa 18-236(1010) Max Uplift 18-6112),1b263(LC 12), 12) Mex Grey 18=729(LC 21),14=-M3(LC 17),10�761(1-0 22) FORCE& (lb)-Max.Comp.IMex.Ten.-All lorces 250(Ib)or less except when shorn. TOP CHORD 1 2=-]33434,2-3-52&153,4-5=W373,5E�73,57=-285/187,741=-588/175, B-9=]71,150,1-16=660/15,990=-]13443 BOT CHORD 1617-107690,1516=-31V451,12-1341424.tt-12=-00/838 WEBS 2-16-297124,31E=-28/354,3-15-607N221,4-15=1497 4,84=-100]223, &14=-033/190,511,1014 M,(-13=136728,7-13=STi12137-12_-321339, 8-12=282/131,1-17=-64/818,9-11=4&658 NOTE& 1)Unhalanoed mof live loans have been considered for this dmlgn. 2)W IoM;ASCE 7-10;VJt=130mph(3y Wd gust)Va d=101mph;TCDU$.Op t,BCDL=S.Op V,h=25X;B-15rt;L=45ft;save=SX;Gat. 11;EV B;Encl.,GCp1=0.i8;MFRS(directional)and C-C Exleror(2)01-12 to 47-10,Interlor(i)44-10 to 161-0,EAe or(P) 164-0 to 34-114,Indedoo(1)34-114 to 4494 mne;end vertical left add fight annul QGG for members and forces 8 MFRS for mentions shown;Lumber DOL=1.60 plate grip D0L=1 SO 3)Protide adequate address to prevent water ponGog. 4)All plates are 4x5 W20 unless ot0erw8e Indicated, 5)The today has been designed for a 100 per bottom chord live load ramomurrent fill any other live loads. 6)-ThIs truss has been designed for a live load of 20.Owf on the bottom chord In all answer where a rectangle M-0 all by 2-0-0wide will fit between the batten chord and any other members,With BCDL=100psf. 7)Provide mechanical connection(by others)of Buss to bearing plate varnishes of wilsladding 10011,uplift N frauds)18,10 except (WId 14=263. 8)Graphical pude representation does not dead the dire or the orientation or le pullln along the tap andOo Doftorn ohom. A WIaaAYe-VWryweren PvuMan vM PF]neOIESM710INO ea'.MIIEx aEFEILWCE PAOE1ilN m...ISeENMVEE ce$ryi file lo,um o,Yy NIM1 MIIekDc 'Iors.INsde6'I16hmstl ...... mown,mOa/a on oul Mn, menu=T�i,ro1 n ev wri My MW PafeiWrvmus N.4G .M`.1MrµT1--im.'i"nlly MnypuleMhrrtn Noll¢owntll VMwpdegiiwfiv ndcaeeaW orevenl bnluawMAla.Y eua wehm[uc+cwemerem¢aSr. NYllbd woupuwmararrvwnlb¢to ek• sswdeettl«gsrepixd 6a 5kb1YaW W pelmicdltTxexlthp�JnrmTtl�3'Mh'atlfM+glY Wn[pe.Fw Yeratl 9e reWtl9 Me {Yytolkn.[kxo�.�Nery.9reclmaYbacYpol M1VmsoA eua vyLemc neWL/MI GudH CIXwA.UL-fl0q SCEIWMn9Canpwxnl E did two. " . holy IrYmMlon wdllAe M1an In®Rale RXUM.21a N.lee aheel,Slle]12 Nemx1M.VAYL314. Tang.FL ]]610 bb T. Tests Type • . Oly Pry 058 290 7 12358TOA T20 PIGGYBACK BASE 1 1 JODRdorerce( liore8 BWIOIrg Comporcd Suppty, J3dxmrville,FI32258 e.OtOCApr 2C 2018 MiTek lmllstrie4!x. Fn Mar03 awgCE030vOlsai i O1tlZF91m9C3mYuk41MW CyPM+deSHFM'3dY_IDDNTG04RIBSeMgCECHJvqu&ISS 606 1211 184-0 22be 28)0 92412 3a610 44110 806 5141] 4212 648 61-9 4b12 51414 62-0 deal.118.0 cull 12 hl0 as c 7x14 c 6 ]7)e. 7)19. 3 20 2 20 E 16 24 9 1 Ir 18 17 t8 26 u u 27 t3 ze 12 as 11 10 01411 ass ntn- 06= 21411 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 826 12H 184-0 2138 26-0-0 329'2 90810 M-11-0 &2R 6141♦ 4012 4118 F30 4212 610.14 626 Pkt Ofld DCYF 14'4460.2-OL 18'0-0662-01 LOADING(pall SPACING 2-04 CM. DER. In (bc) Nell Ib PLATER GRIP TCLL 20.0 ANe Grip DOL t.25 TO o.59 Veft(LL) -0.081314 x989 240 MT20 24M190 TCDL 10.0 Wmba DOL 1.25 BC 0.42 VeQTL) -0.']1514 x989 IM BOLL 0.0 Rep Shares lncr YES WB 0.89 Horz(TL) 0.02 10 We No BOIL 10.0 Godo FBCI?M9IPIPOD] Mahlx-MS Weight2341b FT=20% COMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Slmdural wood sheetNlg directly applied or S10-10 oc porins, BUT CHORD 2x4 SP 110.2 ateral end."low.,and O4o x yu0irls(1O40 max):46. WEBS 2x4SP No.3 BOTCHORD RigldcellingdlmdlyapplledortDooacbmdng, Except: OTHERS 2x4 SP No.3 6-0-0acbmdng:1415. WEBS 1Role at miner 8-15,7-13 T-Brace: 2x4 SP No.3-4-14.5-14,6-14 Fasten(2)7) T end braces t0 nartow edge d IN'BD with IDd (0.131"x3')nabs,tin o.c.,wfth Nn minimum end dntence. Brace must rover 90%of web length. REACTIONS. (Ih/sles) 18S46I056,14=21I5Ni-1,10=]5910.56 Mex Horz 18-238(LC 10) Merz Uplift 16=-59(LG 12),14=262(LC 12),10=-73(LC 12) Mex Grev 1�91(LC 21),14=2222(LC 17),10=W(LC22) FORCES. (Ib)-Mex.COmp9Aax Ten.-All forces 250(ib)or leas except when shown. TOPCHORD 1-2=891/128,23-454/145,4-5�3R1,56 /348,e-)�35G199,]A=633tl93, 8&9824/162,1-18=635)153,9-10=]41/155 BOT CHORD 1St7=92835,1546-St 13-14 /263,12-13=014M,11-12-8310674 WEBS 2-16=-330/129,3-16=-3&39.5,3-15-SIM17,4-15-T!0T82,4-14=-1001l 614=-033/18],6-14-100&180,a-13-128733, 7-13_542/212,]-12=44/321, 512-280112],1-1]=45/548,411=601875 NOTES- 1) OTES1)Unbalanced roof Ilya loads have been conackpod for this design. 2)Wind ASCE]-10;VUIF130mph(3-second gust)Vasa-101 mph;TCDL=S.Opsf;BCDL=S.Opst;h=25X;8=4510-45ft;eavedft;Cat. II;Exp B;End.,GGp1=0.113;MFRS(dlredlonel)and GC Eidodor(2)0-112 to 4 710,Interbr(1)4-0-10 to 16L0,E#edor(2) 16-4-0 to 34-11-4,modern)34-11-4 to 44-9-4 zone;and vetllwl left and right egtosed;C-C for members and forces&MN FRS for mordent,shown:Lumber DOL=1.60 pate gdp DOL=1 60 3)Popeae edeguafe manage to prevent water poneirg. 4)All planes are 4x5 W20 unless othemnse Ionloated. 5)This Imss has been designed for a 10.0 psi bottom chard live Toed noncomparanl with amy enter five loads. 6)-This truss his been designed fora 11.lead of 20.Opsf on to bona n chord In all areas where a rectangle 3-6-0 tall Dy 2-0.0 YAde x111 tit belween the bosom cfmrd and arty oilier members,w th BCDL=10.opsL 7)Provide mech9rlc ll tonne ion(Dy others)of truss to beatng plate capable of Wiretapping 100 to uAift at john')18.10 except gidb)14=2t2. 8)Shipment purlin representation does not aeplet the Nee or me orientation of the W1clIn along the tap sacker bodonn Chock. 9)Warning:Additional pemlervmf and Stability bracing for truss system(not pad of this component dengn)is always requ8ed. Q Wsseva -Vxtly Crpnpa v,nlerceMaEde NOES LN I/ ..UOEe MIIENNEFEPI NLE IIeEMLL]I]J m.IeV.Y.tl16eWPEUSE WfVf Mp tenor¢eWY�T MIIeNAconm:tolS.IM u. .11,upon{wm,eten Lv.�wrt.N In mNNWry Gl�pcanµwnt rot bffiiMmn Pallia us.tte WNp GrYya'mlrslvet(y xagyMW ,uclmASr nnlomelersad rlonadY bc'..M(M4Jn MOEre-cil Ivivand 1P�.amonar Mvotoo.ro7)a-ilvwne. MOlnmvwDWLtteMtlmdn..'.M]WW sonvomoOWpeanamih¢Iq M k• t W'W rtt]I�b KKd11Ym1b Pevancd4xo xltr W�leMv'rtS IM.Yatl PWorlYd�rgA W P lend pYhrcerepa9 xle MWt fol ibmR.dMl•BrY.aecM1Marq bu9,9 ollnmtxad4lm%rlemxwa4XWR11 x1a�YOMb,pNdSard K9 a1rELq Cmi.rnrl 6aW re.e.BN4. Soil Wpnglm pNyYe 4an LosFMle MING.219111x0 soot.SIIod11,..axJNa VR T2314, Trope.FL.10 Job Thea Truss Type 111 Tto561208 12358TOA To PIGGYBACKBASE 1 1 Job RfiIH II o 'mel BUIMrre CompaaN Supply. Jadsomnlle,FI32268 9.OtOSAW 303018Mi5or gKBROn"MINIx:. Rl MIT iftels 5:21201] Pflgpt IpixlZFgingC3mYukMIAWCyDJs5gK5Ft4gwprwNKOEAONAW�tZICLWzemFlz&1S4 &2-0 1.2 - S:26293 2350 24&13 20]0 92-412 36890 M11-0 bb6 51610 4312 31613 2291 35 3969 62-12 51614 848 Sub=1:009 SaofT2 pg \1 p10= 2yI II Tno 5 25 26 ] e ]InoG h1oC 3 a 24 211 M 4e; 2 a j za 28 x 4xs 10 o 10 1 7'b4= 16 ry 335x0 22 21 20 10 al 10 15 14 32 13 12 11 'bN II 41= Bt18= 410= h4 II 2x41'. .1.= 69= Axi= 14 62E 12-11 1810 'A1-B 13 24&13 20-]4 32&42 38890 LL11 0 &2-0 51614 4212 3Ba 0.-5 460 3108 4T12 510.14 684 Plele09eMs DCY6 00.680.201 f 8:0.2562EI LOADING(paf) SPACING 2-00 CSI. FH.,T(TL) In gm) VM IN PLATES GRIP TCLL Z0.0 Plane G9p DOL 1.25 TC 0.92 .041314 >999 290 MT20 244/180 TGDL 10.0 Lumber DOL 1.25 BC 0.41 .1112-13 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.82 .02 11 We has BGDL 10.0 Cotle FBC2014]TPI200] Media:MS We�h 383 ib FT=20% LUMBEG BRACING- TOP CHORD 2x9 SP N0.2 TOP CHORD Structural waotl streaming directly applied or 5-2-0w pumns, BOT CHORD 2x9 SP Nat except end veRlces,and 24F0w pudins(6-0-0 real 47. WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling tiredly applied or 160-0 a,bracing, Except: OTHERS 2x4 SP No.3 6-0.0 or bracing:1819,1617. WEBS 1R.at mMpt 3-19,&14,6-15 2 Rows at 1I3 one 5-18 IT Brace: 2x4 SP No.3-4-19,]-16 Fmtw(2X) Tand Drapesfo rerrow ergedweb nNN 10tl (0.131'X3')rails,6n o .,wim Sin minimum arm dstance. Breve most cover 90%of web length. REACTIONS. (ID/slze) 22=]9&65-8,11=9BOI65-8,18=1]9]N4-1 Mex Hors 22-159(LG t 0) Max UPM 22-132(LC 12).11-145(LC 12),19=-120(LC 12) Max Gray 22=]91(LC 21),11=99](LC 18),18=1866(LG 1]) FORCES. (Ib)-Max.Comp.Mtex.Ten.-All forces 250 Qb)or less except w8rerl dawn. TOPCHORD 1-2=0161245,2-3-614292,34=332/802,45=259298,5E-484R345,6-]=-49]!346, 7E=694361,6B-958/336,61R-1084269,1-22=]351241,10-11-930260 BOT CHORD 20-21=-1561]32,1920=110.321,13-14=-149052,12-13=-1851086 WEBS 2-20-2]]/95320=1&348,319=-592/180,]-14-80/303,0-14=52]1180, 613=9295,1-21-14V686, 1]-18=-1]9512]],5-1]=1]181300. 519=891 8-tE-269!130,14-16=-]8/580 5-16-136905 NOTES- 1) OTES1)Unbalano3d roof Ilse Ioade have been consMered for this dedgn. 2)Wind ASGE]-10;VWI=13omph(3 mH and gust)Vasd=101 mph;TCDL-d.0peb BCDLS.Opsl;h=259;B=45ft;L45ft;eevedq Cel. II;EV B;Encl.,GCpk0.10;MFRS directional end C-C Exterlor(2)61-12 to 4-7-10,Imedor(1)4-7-10 to 16-40,Exlebor(P) 1640 to 34-114,Interior(l)34-11 4 t0 44 9 4 zone;C-C for members and fomae&MFRS for aeuslona shown;&mbar DOL=1.80 pate grip DOL-1.60 3)Provide adequate drainage to prevent water ponding. 4)The more has been design d for a 10.0 Fel emom cndtd Ike bad wnwnrunem wilt any other INe loads. 5)•This truss gas bean designed for a lire load of 20.Ops4 on the bottom clerd in all areas"ere a rectangle 350 tall by 2-0-0 wide Mil fit belwaen to bo9om clertl and any other members,Win BCDL=10.0ps1. 6)PmAde medlanlcal wTxrection(by others)of truss to hearing plate capable of withstanding 100 to uplift at 10ings)except ipdg 22=132,11=145,18=120. T)Graphical pu lin representation dres het depid Me size or the orenta0m of the purlin Hong the top andlor Moor n cfeN. 8)Warning:Additional pemlarent and stability badng for Voss system(not part of MIs comporent design)is always ne fined. Q WA/ -VMry 4MenPvun.Y,e mOPUO NOTED DN THIS AND MCLUDID Ami M,flEfEAWLE/APFI�NNm.lea4Ml/IYdI1EV9E tel..I,v-.,w,m MIWMtcon.rv:Mn.IMCexAn 0.'Sr",".-Ma Ypxl a'AIS MmrgbMM Ixitlrp minGupnI..IT, MnMlmn M..we.IM MADIA,INMAN n mW-11',IM"MN"A"N A Wtlpl p -,-.po MA,MINc1ab RlatleWrl MO Ra-ml wWaneil.a+a wxrneaaw�.rnarmwz.w.u.xll�webalnla,wrnmwrleer.wv.IwelwlmMmwlwaanelnm.NnNawe WOW hW/NsreQletlln[YtJOYagroPevwnnceK�MI1,WmeR x1Y9.YmtlPmarlYd�ama. rw&lad OL�NwEe re9a09 Ta Al Pok.Fu10N4. salA rL W.INa.tlalt✓aY,necnm SHA N, gaI1. W1nrmMla31.A r.WMn SSISIA. MLOeOk lLllWJnGO.rlrWrl.nn 9a.1]kMmxKw wars.rail ma Ndaemna,zna n.1a931wa.a3b alz ae.a.slavn zz3u. 1.NP.,R xa19 Job Thos Trus Type • Gly %Y 058 A0 1235aTOA 726 pWGYBACK BASE 1 1 Job Reference gorel Building CsmponeM Stppty. Jnckssmnl!q 832258 0.010uM$fA_2n_!BM!TCAlndutriEmMFonAW0306:1532201) Paget ID:Ixf2FgYngC3ttoYuk4ir-912 DJe ZOO lgbubEoiYXJFouk)xCI OGIPN1VIdOKnlaehS3 58e 10 a8 IBJL 21165 a6i1 32812 3'414 H�t1-0 � 53-0 580 ~ S65 BAtI L242 I SIa14 626 ace."939 BFO FIT 7d0; yq I' &12 zs 6 z10 c, �i 223 g 4d' 46 e zt 2 b 46. 4M r 1 a n t N u 5x12= i6 ,� 15 29 3,15 1 Bx6= o 0 1B 1B 13 re 12 11 10 M4 11 4x10= 34 II 44- five= 46- 2s4 II 568 teas 164E 21105 28+14 )-0 ffi4 42 38810 44110 SaO S3-0 SBa 585 689 62-2 .2-12 510-14 626 Platal OX of (X)l- 14'0-480.2-0115'6]- 2Edi ei 1 862 0.2-011149-2d0-131 It 7"0,0-4-01 LOMM(psi) SPACING 200 CSI. DEFL In (la) Vdefl - PLATES GRIP TCLL 20.0 Rafe Grip DOL 1.25 TC 049 VeN(LL) -0.0]iS16 4889 240 MT20 2W90 TCDL 10.0 Ll+mber DOL 1.25 BC 0.45 VmCTL) -0.18 16-17 4999 180 BCIL, 0.0 ' Rep Straws Ina YES WB 0.84 Horz(TL) 0.02 10 Na No BCDL 10.0 Cool FBC2014RPI2007 Natdx-MS Weight 331 He F7=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural vied shealNng directly applied or 4114 ac porins, BOTCHORD 2x4SPNo.2-Except' except and velecab,tort 2-60 ob pudlu(S-0O max.):48. 3-18:2x4 SP NOS BOT CHORD RlgldwllingdlmdyaWliWorl6O-0ocbmcing, Except WEBS 2x4 SP No.3'Except' 6-0-0a treeing'.14-15. 6-13:2x6 SP No.2 WEBS 1 Rowat mldpt 6-13.7-13.S-15,415 REACTIONS. (INslze) 20=1101MS8,13=1858gJ-1,10�1N056 Mex Horz W0 2313(LC10) Nat Uplift W—IW(LC 12),13=84(LC 12),10=144(LG 12) Max Grav W=1105(LC 21),13=1687(LC 17),10�46(LC 18) FORCES. (Ib)-Mex.Comp.Mlax.Ten. All forces 250(Ib)or les except Shen shown. TOP CHORD 1-2=1189/301,2-3=15]81438,3 4=9 07 9140.5,45=8241395,58=82G385, B-7=152/32&78=423+308,&9={34&254,1-2R-1055.739,9-10=-513W210 BOTCHORD 317=25990,16-17=31&1449.1 5-1 6=-1 51970,11-12=-121/4]] WEBS 2-19-_-725226,17-19=252114,2-17=8&42],3-16=8]&23,4-16-95N28, 13-14-14031%,&14-1295219,]-13=31 W18$]-12a-23995,8-12-349/114, 1-19_-22WlM4,9-11-13714 .&15=-0241184,4-15=-06 8191,6-15=231/1259 NOTES 1)UMalanced mol live loads have been considered for this design. 2)Wind ASCE]-10 VW1=130mph(3-secand gut)Vam,-101mph;TCDL=S.opsf;BCDL=S.Opsp h=25ft;B=4511; ---45fL eeve=SX;Cat. Il;Exp B;Eni GC,--C.18:MFRS(directional)and GC Eotledor(2)0-1-121047-10,Inte0or(1)47-10 to 16-4 0.Epedor(P) 164-0to 34-11-4,Inlerior(1)34-11-4 to 44 94 zons;and ved!cal left and fight export for members and forces 6 MFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1 60 3)Provide adequate drainage to prevent to,piping. 4)This Imus has been resigned fora 10.0 lost bosom chord Ilve load Wrwoncunent w1m any other Iles loads. 5)`This truss has been designed for a Ilve lead of 200psf On the bottom c1wM In all areas where a rectangle 3,6-0 tall by 2-tuo Ado will fit between the bottom chord and any other members,Am BCDL=1coined. 6)Provide mechanical connection(by other)of Imes to reading plate capable of withstanding 10)Ib uplift at fdngs)13 except 01=I1h) 2 166,lo=i". 7)Graphical pudin mpresenlellon does nol depictthe size orihe ohemetion of Ne purlin aloe the top ansa bosom chord. aAmr a-VeMT4em'Am.Mwexn4aEAa NO]E9 CN]II®dNOW[LWEO M'IENPElEMNCEVA4E M4]0]>m.f00.120+59EWPE 45E PW,T`/Ad M—aYY`M6r M11eA®cmrq[:1[n.RhtlaAirYMbatl nlYYrlFxm gxmxrinrs Yum,,u✓Jt lu mNlM,iud IJdrg can(wrenl.mi 111ra ayaan.ease ve.me LulUq tlmlqul mlat ve1N aye gyicaDllN d aer5m puaneren ad mgMrlY hcaGaole nrY uagn Int nn wall dWpMLpI.wacYp Yxxr:MlY10 PeVatllvtll4pdYx1Y4A YYlmwebad/aclxvtlnwrrtaawYY.It1rlAY,c4 MnlWxayatl PxmamidtxJp Y WpPepYeC dial dbPevenlcM[tre wMrpw4lemWWdYeryud pepMyrbrq'ry. 8x9®lad Wdace regabplM 4pp4Fuke FxMaM. Yt talbl.puoA.dMNery MBClbnad Kral' V011nmesad Yun Mlarm eceYWallitllYOaxIo.DYd9arrl CA Mi]rq<MWWIMY YlMYIManrdY,admle Yan Nmfleb hAMe.21e N.W SIW4 sllle312lbxm]Li VR'SYIIA. Tmryp FL TM10 Job Tdue T+w rope cityPly na664ap1 I12355TOA T27 PIOOYBACKBASE 1 1 Job..idents 0olbl BuilEin9 CompOWm3llpply. Jetivawryillq fl3n58 Sotos Apr LVz018MITCk Int(115h1ca',Ix. Fn Mnr03o8:15:2320V Fare,ahl ID:La1ZFgInpC9imYuk48AWCryDJs2CmOhvRMYwZBM1UPMbgrGtlOx9cAlbKezHTJAxeM152 sea e.e +ua z4anz x)a szwz x410 ante ' sa ~+rade I sae I ea.1z I 4z� I s_z 1 s1o.+a I esa See-IMM ry3o = a.op 1z 2.411 5212am= 2 e ] nm. N6 c e 243 2e �. 19>4* ac 23Bo0 71g 2x4= Sz,2= 18 ,Jo t) 31 to a,0= 181s 22 21 2a 3R 14 19 12 11 si aN 11 dto= Zea 11 3a 11 410= 3i6= 46= wit u Sx.a sae+eo g+�a FUN a+ as.¢ sr Plate OOaeN(YY)- 14'0480.2-01 [61D6002-01 p9-BOO-2-01 11 80.2-06081 118:0.&O oiUl LOADING(p4/) SPACING- 2-0.0 C&. DEFL. In llccl Void] W PLATES GRIP TCI-1- 20.0 Plate Grp DOL 1.25 TC 0.42 Ved(LL) -0.061]-18 >998 240 URN 244/180 TCDL 160 Lumbar DOL L25 BC 0.6] VeNQL) -OAS 1&19 >999 ISO BCLL 0.0Rep Strew Ina YES WB 0.84 Haz(TL) 0.02 11 Na Na BCDL 10.0 Code FBC201MPI20o] McVk M& WeIgM:32511, FT-2M WNBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural ecodehea0in86re."applied or 4-7-0aciarins, BOT CHORD 2x4 SP I'Except' except del veCoals,and 2-0-0 op pudire(S60 Tedi 47. 320,615:2x4 SP No.3 BOTOHORD Rigid telling dlrectlyappll.dor 100 Om among, Except: WEBS 2x4 SP If 60-0 oc among:16-1],14-15 &10.7 oc da tI g:15-16. 1 Row at mldpt 6-16 WEBS R.at mldpt 8-14,5-1],4-1] REACTIONS. Ba/sind 22=10)8/0-56,15=1822W-4-1,11=6710.5-8 Mex Horz 22=159(LC 11) Merz Uplm n=-15O(LC 12),15_tz2(LC 12),11=-122(LC 12) Max G.n=10F(I-021). II 11#78ICC 22) FORCES. (Lal-Max.Comp.RAm Ten.-Allfomxrs2500b)mlessexceptMensho . TOPCHORD 1-2=t 134@]8,28=15181434,3-0=102W380,4-5=55]/J54,58=55]/354, &]=-3)4/361,]�-059/384,B-T_-0fi0258,&10=6]6219,1-22=-102)2]2, 1011-623219 BOT CHORD 319=-z&389,18-19=-2)fl/1NO,17-1ri=120/9(8,ti18=1]]]288,8-18=1]1&305, 12-14=-13V542= 2 WEBS 2-21=-]03224,18$1=-2(3x109$2-19=-0 5,4 0 4,3-21-1"1000,110=8816211, GP=-1a2/1t23,614=6oLLry93 Q-14-325,1 12,1-21=19y10W,1612=131/534, 41]=-51402,a-14=214/138 NOTES 1)Unbalanced roof lve Toads have amen considered for VI design. 2)Wind:ASCE 7-10;VMb130mph(3seand gust)Vasd=101mph;TCDLd.Opsl;BCDL=5.0psh fk258;8=458;1-4511;eave=58;Oat. 11;Exp B;Eno.,GCPF_-0.18;MW FRS ideational)and C-C Exterior(2)0.1-12 to 4-7-10,Intedd(1)4J-10 to 16-44,Ext r1oR2) 164-0 to 34-111.Interior(,)3411 4 to 44-9-4 zon,G-C for members and farces 8 MW FPS for madtiom shoxq Lumber DOL=1.80 {Yate grip DOL=1.80 3)Provide dacted.drainage to prevent wafar ponding. 4)This truss has been designed fora 10.0 psi bottom cord live load mnconwnent elm any other live loads. 5)'This truss has been desiplad fon a Here load of 20.Opsf on the oftom cord In all areas Ymere a rectangle 36-0 had by 2-0-0e11e sill fit tenement the hollom chad and any other members,4/81 BCDL=100pd. 6)Provide mechadl al annual.(by others)of VON to bearing plate capable of eXotanding IOn lb uplift at(ont(s)except F=10) 22=150,15=122,11=1 n. n Graphical purin mpresentatlon does mt depict the size or the orientation of the puma aide,the top ended tonom Gerd. Q eAM1 -very,Yl/ayeeadar EAO NOIEa pI 1M3INO NCLUOFOYIEN NEFEP4NCE..x..am-IapYMIe a. Ceepr vUer esuanne'ex,Mlee®em¢elaS.INt tleSbn k hsstl aYV upsn pnaneters f Mown.mtl h/w m MINdM iMdAg compxwnt rp+ May[knl.�Iae m.he Wkbp da+Mrcn mal ve11N xlagplcdMlN od W9q,da'+am&eixoirs rr,a' Y.�AM1c 'rexM,le�ncr aimed dlJpdvApe 9acxgxdEaladbb Ravenl lvdM1q nl XFlMl4 dNsweNenl/undrvJ memlwadYV. 1temCttW wJ Ponnam+lnu"f9Set Y WIOIrMpd b51WXN and bgewn,cdlq.e Mlh W WX wry McYmdpcpfeY�n4Y- fw(Mre,tl 1NWmer�txbV M YbkvibLVlUaan.MYv asr:xxxecdx xg01 Otrr. tlMmryaem seeMNWIRr'W edlNrb.aeedVeM aCM ali3q CMWMtl loss ItEW. ]yrlxkYmdpn wXde M1an lne FMH xMeOa 218 N.Iea Shoe+.911-312 Neiav]Ih VP Y1311. Tenpa FL 3aNa Job True T.GGYBACKm Type Ory Ply 0560.902 12960TOA T2B BABE t 1 _ bb Reiereme loo5orell Bullprg Comprehend Supply. Jacksorollk,F!32'S6 e.0108Ayr 2CAW: 1!Tax!nw37r2OMTOWdMar 0908:13242017Paga1 Io:LHZFpM1IpC'rmYIk4XAWCtIP1aWPKo5Hw3]12O1pTevIL4a9HOp3xgm21oLWIRIdmM151 S6d 1080 16E-0 2PS12 2680 2&]-0 92612 3&810 R11-0 S68 S8D SBd S1 -12 S6d 210L212 11094 &24 009 60052 8.00 12 ]x10 Zed 5x12= 36- Zif 25 JS 27 8 ] ]rb i 013 0 03 20 4A 4x5 i 8 j 4x5. ms t 1 m e e g 46= 410 — 21 2l1 19 14 32 13 12 11 3A 1 410= w I bi 11 7x10= 46= 297 11 588 10-98 164D 21412 266A 2b)1R 92&12 968-10 N91D 588 F S3O S88 51-12 1H12 620 1 S1P14 624 PI1 OffeeR DCYI-- I4'04-B&2-01160600-2-0I PO3-062-011303&Etl 1115'0-2-00-t-01 %8'0&001-0I LOAOINO(papSPACING 200 CBI. DEFL In (lac) Utlell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 V-MUQ -0.07 1314 >999 240 MR-0) 24A190 TCDL 10.0 Lumber DOL 1.25 BC ON Ven(Fq A,181]-18 . 100 BCLL 0.0 Rep Stress met YES WB 0.85 HmzTL) 0.04 14 we ups BCDL 10.o Cope FBC20147FP12007 Malth S WehbM5M FT=20% LUNSEM1 BRACING- TOP CHORD 2x4 SP W.2 TOP CHORD Structural wmtl sheafNng directly,applied oro-89 oc purlins, BOT CHORD 914 SP No.2'ExaepC except and verticals,and 2-&0 oc purlins(fi-0-0 max):4-7. 3-18,6-14:2x4 SP No.3 BOTCHORD Rigid telling dlrectiyaWhed or 1O0-0dt bracing, Except: WEBS 20 SP Nei &O0 oc bracing:15-16,13-14 31( 1 of bradng:14-15. 1 Row at mippt 6-15 WEBS 1 Rawaf midpl 4-16,5-16,8 13 REACTIONS. (11,1oze) 21=104&0-S8,1L-1819/0-3d,11=]04OS8 Max Horz 2l-236(-C 10) Mex Uplift 21=-161(LC 12),14-BB(LC 12),11=-145(LC 12) Max Gra,21=1047hC 21),14=1871(LC 17),11=7W(LC 18) FORCES. (th)-Max.ComWMax Ten-All fomes 250(9)or less except wren shown. TOP CHORD 1-2-101 2�1456/411,3-0-947x)S%45-544/381,5 11=-54M381, &7 4MV418,7b=-561/420,e-9-5881319,g,l =-]5426],1-21=-997292, 1(Y11_675220 BOTCHORD 31&,n1393.1]40=-295/1345,18-1]-1280355,1415=-1]63935,6-15=-1]051352, 12-13=-13M577 WEBS 2-20=470214,18-2R-23&10]6.2-18-7&3]1,3-i]-691235,4-1]=97M12, 414-WMB,5-16=349/1]6,6-16=202/1070,&1' -29W1]],9-13-TWO1117, &13=-195f/52,1-20=-217AK6,10-12=-152/584 NOTES 1)Unbalancetl roof live loads have been considered for this design. 2)Wing ASCE 7-10;Vult-lWmph(3-second gut)VMxx:I01 mph;TOOLS O,,W;BCDL=S.Opef; :25f,B45f1;L=MVI;exxxi Cal. 11;EV B;End.,GCp1-0.18;MFRS(diroamml)and CC Exledor(2)0-1-12 to 47-10,Moretti)47-10101&4-0,Ef e0t 1640 to 3a-114,Monti 34 11 4 to 44-94 zone;end vericll left and right insixegOL for members and forces&MW FRS for reactions ahown;Lumber DOL-1 60 pate grip DOL=1.60 3)ProMtle adequate drainage to prevent water pooping. 4)This truss teas been designed for a 10.0 psi bottom chord live load rerearomment with any other live Ioadb. 5)'This truss has dean designed for a live load of 20.Obef on the bottom chord in 011 areas where a rectangle 3440 am by 2D 0 Witte Will fit between Ne bottom chord and any other members,With BCDL=10.Omi. 6)Provide meMMunal connection(by others)of truss to bearing pate capable of wtthsferMlrg tO0 to Uplift at jol 14 excapl g1=11b) 21=161,11=145. 7)Glaphiwl pumn reposeentafion does rd deped the size or"orientation of the With along the lap ardor bottom nerd. �W4NNMa VWy 6.4rn PvrAlaeuNaFAe NOTES ON IM 4NO M'LWOEa MTExaEfEaiN[E PIfrEMb)4Arev.IMrYpIFBW/IE a.. Iryix.s ane I.OWdewewlMMldihV n.o•mlelas ONN 1.a vaxMImvMadU�luflmrelersW pwriY lzdl�%`ru�le xMdmVsrb1�o 11wePm'adf rtl,d,a�1.j,.&ocYp MlcNedkbgarertlLwNYpdevTkldtlsw�rnl/a dwvd manlarsmYY.NYaMJ @rr,WmY�Wm�wMd Jig k 9wVy repleOlw tllJllyagbpeuenledlry.ewXn W W.Je Pawrld Y9fy W dwarivdarxpe.fa parertl gWce rp>M1pllw ittN:oMn vrdtpe.dwXxry.®eclbnatl doYrp oIMNP6VA1nsMkn6 feN,NWM1 pIM1Y CAIwM.D9Btlap KL WWYgCpMlnnr Baa4 PeM Fatl BMtl. ]ytlY9WmeXm wdMe Ywn 1r�s RaW YCXlule,210 N.lea SRee1.9I1e J12 HemvM1 VA22i11. Tanpe.FL sesta 12 Job T11m Tlussrypa _ Dry Ply Tlosw393 123f21T0A T29 PIGGYBACK BA6E I Job Relereme(o 9dN RdMlrg Comporrcnl SupPN, Jorkwmillv.FlMod ,C3vouI,dfAftilitilQ,DJaS IMW,d,fluedoes, no Part ID:IxQFgfmpG3mYukMiAWCzjDJeSn6YWttIRI818d011NYhNjBglEL41EMXwVzehS7 sea 12-9a Meso zzd.e 124se1 047a 1 2De+z 3EIE 1 M'.+ Sd8 ]N 86.8 ..'a ?Oa 418 d2.1t S16N ri b htoc ScWb IM3 8.00 1R 6,12= 4 I 6 12 g h10 h8 i 3 33 ss 4dil30 e 292se 4.s s Ort c 1 ° r 25 1 36 15 d�e�i 2a 21 Y 12 4,5 h10= 1g 3x 2e 27 28 14 13 3e 12 11 10 .1.= N4 II Bae= 46= 44- ass xe=d5= a. lase 148ua se des" si ewe calla s¢e Isb zzaTl Iioo zce 1. .12 SIoi4 sa6 PI I Ofhets(.KYI- N'0-4862-0118'0.)-12 Etl e1113:62J 0.2-0L I15'0.2-0Od E1123'0.fi-00-3-81 LOADING(yap SPACING2-0O C81. DEFL in Qac) Well lW PlAiE5 ORIF TCU_ 20.0 Plate Gtlp DOL 1.25 TD 0.49 VedQ1) -0.0)2021 >999 240 hR20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Ved(TL) -11.1720), >999 180 BOLL 0.0 ' Rap Sirens lnor YES WB On Horz(TL) DW 10 Ne Ne BCDL 10.0 Code FBC2014RPI2CW Wtn.-MS WegM:3401b FT=2036 LONBER� BRACING- TOPCHORD2xd SP No.2 TOPCHORD Structural wood sheathing dra lly applied or 4-06 ce purlins, BOT CHORD 20 SP N0.2'EI(Cayl' except err verlimK,and 2-0-0 be Wrlirse(604 max):46. 3-26,22-24,18-19,14-16:2x4 SP No.3 BOTCHORD Rlgid ceiling tiredly applied or611-0Dp bracing. WEBS 20 Be No.3'ExcepH WEBS 1R.al older 4-20,645,]13 613:24 SP slog JOINTS I Roca in Jt(s):15 REACTIONS. (Ib/slze) 28=106&0-53,13=194&0-33,1035&as-B Max Herz 20=236(LC 11) Mex Uplift 28=480(LC 12),13=101(LC 12),18-139(LC 12) Mex Gras 28=10]4(LC 21),13=2062(UC 17),103 (LC 18) FORCES. (Ib)-Max.CompRAex.Ton.-All loaves 250(lb)orleas excemerie0showv. TOPCHORO i-2=113p/280,26=-18g1/d50,3-0-1083�3BB,45=558/3]2,56=-55813]2, &]=631301,]6--320285,B-8=569233, WIS17023290,IF1978.11195 BOT CHORD 323=-28nW,2-22=-284/1308,21-22=328/151],2O2b1469]Q 11-12=-105/429 WEBS 2-2]=-]8223Q 23-2]=2391098,2-2-32-3(10152 -23( 115 18 2151-98M%671.7.21=7=2N132041 428699/106,5-20=-024/182,620=230/1250,13 =43 ],61 5 - 512 24, ]-13={ASq(39,7-12--30f381.&12=3'!1/120,1-2)=2151996,&11=120/413 NOTES 1)Unbalanced roof live loans have been constrlered Iorthls design. 2)Wind:ASCE 7-10;Vuft=lWmph(3..ad gust)Vasil=101mph;TCDL=S.Opsf;BCDL=S.OMf;n=25ft;B7d5ft;L45ft;cava=Sft;Cal. 11;EV B;Ernl.,30pl=0.18;MFRS(Cilecliorel)51x1 C-C Exledo](2)01-121044-10,Intedor(1)4-7-10 to 16+G ENador(2) 164 0 to 34-11 4,Inherent)34-114to 44&4 mr,;and seNcal legend!rghtexposeg0-O for membere antl falces 8 MFRS for reactions shown;Lumber DOL-1,60 plate grip DOL=1.80 3)Provide oder ale drainage to prevent water Ponddlg. 4)All plates are 2x4 MT20 unless amended Indicated, 5)This truss has been designed for a 100 of bottom chord live lead no ooncuneM Am my other live loads. e)•The I.has been designed for a live lead of 20.O0d W the boftom ohord In all areas where a rainalpls 3-6-0 fell by 2-0-0 side All III besseen the batten chord a0d ally other members,Am BCDL=W.Opsl. 7)Pm Ides mechanical oonnsomm(by others)of Was to beadrg plate cVade of withstanding 100II,uplift at joln!(s)except awth) 28=10,13=101.10=134. 8)Graphical W din reprmmlation does not lapid the size or the orientation of trw Wdin along the top and/or Whom chord. Q WA,4NNO VwNy Owren F�mub� NO]fBpI The ANe WCL n0.YtO6eE 1%s'en ANI �YMUh MIM - V1 { t fate I- - L 1 sy�ews 1 1 1 IkxM /✓# 1 ,,M • N >nal Iry rk - aril 6-.��aji r+i l lien Ila a Anus-.1. x54. / r ..�r x: t 'a-, narRr. 1°'w'e �(• Ix9wmn 4«.x17 «+vier P anal ala a«Irs,m�:- ns aeaa9,fairmnewNeal«a os9ae em sea mwr'r9 oon,sxral em4lNmr ewe. eYtly MmpXm uedMeM1wn huv RaR MAMe,RIg NLeeaOxtSJIe.IIR.Na[auNh VFYJIIJ. T. R8e810 Job TnR4 Trans Type Oly Ply � T10604:f04 1235BTOA T30 HIP t 1 _ Job Refeary.a.ptionall B14Mitg ComporcM Supply, Jacks0IM110.Fl32^SE 60106AWC2jD 16 _owCi!ndl:smec,lle. Fn MOt03liva2]20liStaFinial ID:IxIZFgImgG3xoyukgipWCyDJo-w_Owj"1 0 aIBCDRIx101wvAH1wzP2Euu553yzeD5_ ua rose 1 aI 11-D s i a as a21, 1 satz F as.w+o w+la ' sea sea ue s+�o s+o zta 4znz s.mu sea Sulo=l:e1.1 earl mite-- 6,00 600 12 3x6= Sxl2= wa II 5 30 6 ]31 3R 8 B assi 10 36 4 +ty 3 � 12 s 6 8 13 2 wpp h1R= 23 as se 21 d6 A�N 3B= 17 28 25 d10= 1B 10 67 17 t8 15 14 2x4 II 010= h411 LII II ass 2W II 4,10= N IS80 +Sbe Ztaxee 4AIR 41011 Plate CRratr(lLY)- t5'0480-2 eI ISO4Z00.2-01124'04L006-01 LOADING(psn SPACING- 2-00 CSI. DEFL In (Inc) pkat t/d PLATES GRIP TCLL 20.0 Plate Orb DOL1.25 TC 0.41 Ven(LL) -0.052&24 >999 240 W20 244!190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.182&24 >999 180 BCLL 00Rep St.Ma VES WB 0.85 HoUdTL) 0.03 14 We We BCDL 10.0 Cotte RBC2014/TPI2007 Matrix-MS Weight 35211, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP 1,10.2 TOPCHORD Structural wood sbeaMing directly applied ors-0-ll oc pudlln, BOTCHORD 2x4 SP N0.2•Except except entl veM.N. 425,8-19:20 SP No.3 BOTCHORD RlgldcallingdimOlyappliedor6-0-Oocbmcing. Exospl: WEBS 2x4 SP No.3 T-Brace: 2x4$P Nog-820 OTHERS 2x4 SP No.3 WEBS 1Row at midpt 5-21,6.21,1018 T-Brace: 20 SP No.3-9 18.8 18 FaNen(2)9 T and I braces to narrow edge of web with ted (0.131'x3')mals,61n o.c.,w9h Nn minimum end distance. Brace must cover 90%0l web length. REACTIONS. QGaize) 2]=1 W310.541,18=2056938,14=482/0-5-9 Max HOU,2]=236(LC 11) Mex UPIIB 27-1641LC 12),18=-92(LC 12),14-139(LC 12) Max Grey 2]=10361LC 21),18=20]3(LC 17),14d20(LC 18) FORCER. (Ib)-Marc Comp.RAex.Ten.-AN forces 250 Q1,)or leas exmpt wfan shown. TOP CHORD 1-2=108¢1294,2-0=tI31/414,45-822/381,56=-500/383,fi-8=5001363, 84--221344,9-10=39/412,1012=2t0'291.12-13=-088240,1-2>=9861293, 1&14--465/199 BOTCHORD 424=-22/39$ -296/1304,21-23=-129/815,15-4]=-9]/35] WEBS 22E=4358915,,24-M 24-28=23611054,2-24=-]41351,423=-090/235,5-23=9]1809. 5-21=-59619],a-21=342/153,8-21_190/1100,9-18=26]N,8-18=119624], 10-1�635I18m,10-1]=2]/398,12-t m=-000/121,1-28=218953,1&15=-1231336 NOTES- 1)Unbeerwed roof use loads have been considered for this design. 2)Wind ASCE 7-1tr Vult=130mph(3-second gust)Veal01mph;TCDL3.Opaf;BCDL-5.Opsf;h=258;B=45f1;1-451,;eave=5i;Cat. 11;EV B;Encl.,GCpi=0.18;MFRS(dlmotlonal)and 0 0 Exterbr(2)0.1-12 to 4-7-10,Intenchl)4-7-10 to 16-4-0,Extedor(2) 164 0 to 34-11 4,Imedor(1)34-11 1 to 44 9 4 zone;and vesical left and tight ex,ow d;C-C for members and forces 8 MFRS for leaptiole shown;LumIder DOL=1 60 plate gdp DOL=1.60 3)Provide adequate dra!Iege to prevent water ponrim,. 4)All plater ere 4x5 W20 unless otherwise Indicated. 5)This truss has been designed for a 1(10 psf botlmm chord Ise used roncomcusent vitfl any otner use bads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chard In all areas wfiere a rectal gie 34401x11 by2-0-0wide will[It between the boVom c1RN and any other members,Win BCDL=10.0ps1. v)Pmvbe mechanical comedian(by ollrem)of truss to beaesng parte capable of wiMrtands,10016 plain at lnnt(5)IS ini 01=M) 2]=164,14=139. 8)Washing:Additional permanent and sladlity bracing for turas system(not pan of MIs oamponeat design)is always rescIu ed. Is AWIaNA'e-VYy,W(n F�ml�.�,4wEIm HOIEa g1lM6PNO XIGLYOEOWrEk aEFENINLE P<eEMZ]0]]nr.IOOVMI5e60M aK or.plwb ICI u.e owvw+m xnarm w,...:ma nr. ,aw.�av W anelrvs s�.wT,.�r,n eta mmmn aFam�"•wrom.mI eimsyan.ealoleup.ire lxMpdewN�n avid venN tt¢g4we21lNol eMNNmnw,�rel�wn 4vlmoipoeram"so rs"onelal uanladw+m. w�E-0nnomedalowe.wellxlcprpahbMnlnhwwa5awe.aw,.,en+uw v. Oeanw,abmr+alwmdmmawnlGxhx) MRek' s w.w.Ievaealolmm�vmewne.�mwl .mhrooz+I.f wa wv Jnr wwlvmli�.ra aw�wa aluararemavme, reay.aes. ., asse,Wrshire.,Nary, new Row use eua ryu eeaNln/1 yA3 .R .O3!-a9 aq aeLYMip COIWplMl aY.lylNpTWM a/d2lehan Mu Nale MRF¢.RIa N.lee Skm4 S11e 312 Nemrc1M.VPRRJI9. Temp.,11 aY10 JW Tis T.TyPs . ON my 056 06 12358TOP 731 HIP 1 1 Job 2016 xe 10 9oMll Bnildlnp Component Supply. Ja:huDrnL'D.F!32256 8 0 1 0s Apr 20 AWC4016MITM10buo Yn Sm. FV Msr 0300:1320200 Papel ID IxIZFpmNC3mYUM0AWCzjDI>OPnIweRB4YrGSmP0000Y1&IDNOIiOINTTrexOzeliRz 550 1098 1b2-05 2L2-0 2660 86112368-1 32912 30810 4258 R11-0 SBe 530 3S]� 6.11 26-5 '2-1-111 &1014W4 2S8 Svele=194.0 6.00 FIT ON, Tra= SOO= q6 ]i8 G 6 5 33 y 6 ] 8 3 ""'L Z as. 31 36 ]6� 9 3p 2 37 y5 v� 65. to n 2z $ 5,12= 25 % 24 n 1 «I" htn 29 2e 27 21 20 19 400= 4v5- 13 12 4,10= a,r= S88 1688 1d8-15 212-0 2680 qe1-1�3058 32812 308-10 d2S0 R11-0 S68 S3-0 1 M 1 0-11-t 6�223t2126J 510.14 3844 F260 Pbte Orteeta lXY)- IB'0BO b2-Ol P0.2-10301199300-301126'06-00-0-01 LOADING((Pall SPACING- 2-60 CSI. DER. In 0.) we IW PLATES GRIP TCLL 20.0 Plete Grip DOL 1.25 TC 0.85 Ved(LL) -0.1124-25 >999 240 W20 244190 TGDL 10.0 Lumber DOL 1.25 BC 0.01 Ved(TL) -0.2824-25 >999 1S0 OCLL 0.0 ' Rep Stress Incr YES WB 0D Horz(Il) 0.04 12 We Wa 0CDL 10.0 Co0e FBC2014TP12007 mean MS Weight 32]m FT=20% UUMBER- SPACING, TOP CHORD W SP No.2 TOP CHORD Structural wmtl sheaOLg direally applied oro-]-O ce putlins, BOT CHORD 2x4 SP No.2'ExcepY excepl and veNcele,and 20-0 mpudlne(4-910 max):0.7. 3-2],21-23,1719,1043,6-20:2x4 SP No.3 BOTCHORD Rigid calling dredlyapplied or0l oc brecing. Eval WEBS 2x4 SP Nn3 3-9-0oc bracing:20-22 3-100 ce bracing:&22 JOINTS 1 Brace at M.):22 REACTIONS. (Itashro) 29=1051N5-8,1265%00.5-9,20=195,l Max Hoa 29=-211(LC 10) Msx Uplift 29_13](L012),12=-%(LG 12),20=162(LC 12) Max G.29=10]2(L021).I2 573(LC 22),20=1954(LO 1) FORCES, 0b)-Mex.Comp/Wrc.Ten. Alllomes250(Ib)orlessexcept Mienshown. TOP CHORD 1-2=1130282,2-3=14981396,34=-1181268,45=-10251354,56.)10/312, 67-217270,7A-254/268,&9=-296211,9-10=-5]2200,10-iL 40&133, 1-29=-1022266,1142=5021140 BOTCHORD 326=68.'35 ,2526=-26W1329.2425=-91/]]0,1]-18=25]218,15-16=-84/4]4, 14-15=104/3]3,13-14=29l lQ 14=2]&9],18-20=-182W416,10-22=-1829/42], &22=1821/431 WEBS 2-28=-689219,2&28=248'10]1,22f dW965.325_--51]215,4-25--45/2]4, 5-25=-94420,5-24=]82264,&24=-24912]6,1-28=-189/1000,11-13=10946], 9-18=-399/130,&18=4 yBM!@ NOTE& 1)UPAMsnce l mot 11.inside have been c N a,dered for this design. 2)WIW:ASCE]-10,Vult=130mph(3-s pmd gust)Veal=10lmpfx TCDL=S.O,f,BCDt_5.0,f;h=250;B 5S ,,L=15M1;eaysr Oat. 11;Ey 8;End.,GCpI=0.16;MFRS(dreO.h.Q antl C-C ExledoT(2)01-12 to 4]-10,IMerior(1)4J-10 m 13-9-11,Ertel 13-9-11tohchan; umber(1)3]J-910ate fil zone; l6vedlcal TeX end right exposeb,C-C for members afd forwe8MWFRS tar readide ashown;Lumber DOLpreve plate r p DOLd 60 3)Provide adequate drainage to prevent water poMd 4)All stelae are 2x4 n des edeas Ma 10De indicated.b 5)T'Ns buss has beendesigned! designated fora 10 o pet bosom clwrd n the load bottom chord varM1 any other live bads. 6)'llIt buss Ins been ttom char br and loth of anopM , the Bosom chard in ell areas wfiere a rectangle 3&S tall by2-0O wide MII BI it mec n the conn dion and they other members,with BCDL cable f ])P-137,m0-162,9 conneQl0n(by others)of Irma to beenng plate capable of wiMBtentlinp 100 to up110 N)dM(s)12 except gt=1b) 29=13],20=162. S)Grapolwl pudln reDresenlatlm does not depict Ne size or the orientation of the putlin elofg the top anNor bottom dwM. Qeamesse-eaps, p��MNPFIO MOrtH dI INSINS NLLIIB®YTEIL PFFFMNfE/IBEIR]6Am.IOaMplb BHOIIE YeE WY2n WNlwue«YYrMIn nusgi9n tlxklR W.IInMdM4ML&recwrtecb«amust.fy aC�2wiY Ypn Munele«rsal—agtlghWlwerimY cMM3rnMed. pth.. ront 1 iima>.eaxtabillalow�«,ta�anaxaena na�weo«iol«ai«a mweee^«ry.Pnan«.efemawwawmrho ^Iaa�ro MI k: adw^y.mRAadaaBmlN«ato«eYwacalu Ymmnomlen«>dwl wvwwwwlvmeme.r«maa�a ede«ka ra9«aapro aeod P.n.unsw tmirmw.9wm..aaNaN.«ecru^me amroolauam«W lnmry[lemcxadltll/RIt YbIy OIIYN,we.eYmd ecN eordxgcwro«.m yMy HgTYIm aYSYAe M1«n I�u MIe MxBe.zfarv.lea Seel Slbafz PlewvlA1 vR 22tf4. ].nP..FL San Job Truss T.Type . Ory Ply a584306 12350TOA T32 HIP 1 1 JOD RWererce -mel Bddirg Camporod Supply. Jackao1M11e.Fl32358 Fri Ma039962 Pagel IOiRFgMgCwYUAfAWCAWeii3L<ciNlMVG% BU?0lfgaM2IDb0 S88 1111-] 12-y15 26041 2680 2e4-1 3261 3184 42SB H410 Sa8 eJ-15 U33 ]412 6S5"T 465 41" 4114-I R�Se eashe 102.2 mso e. e.e= 4x1o= 6x8. 6W 12 3 4 y 31 5 6 ] 1 4v5 JJdll x 5 G 9 5 282 364N51 0 a Rd 3] 29 36 6 1 65= 15 1d Isla 26 27 26 2J 18 16 .10= 4.5= 12 11 "In data= 3N b5= 3a= m= •vBA 1oPB t1-11] 20o-11 z66L ao-1.1ffi81 3]da azd8 W110 s6B 639 .1-t 61.a M2 a3f21 I . 4.108 and zSe Plate 011eare(XY)-- I64z-Bo-z-OL It 7,0-24.0-1-C,121:0-2d01A1125;oS80b0) LORDING(paQ SPACING- 2-00 CSI. OEFL. In goy) of Um PLATES GRIP TCL- 20.0 PMte Gnp DOL 125 TC 0.81 Ved(LL) -0.102324 ,909 240 ILF20 244/180 TOOL 10.0 Lumber ML 1.25 BC a. Ven(TL) -0.302324 >999 11 BOLL 0.0Rep Shares lisr YES WB 0.80 T.rz(TL) 0.05 it We We BGDL 10.0 Cetle FBC2014TPt Malin Wifight,M711, FT=20% LUMBER- BRACING TOP CHORD WSP Nat TOPCHORD Shudural woos sheathing dreetly applied or 4-7-13 oc purple, BOT CHORD 20 SP III'Exespr except end verticals,and 2-0-0 oc pudlns(40-12 max):4-7. 3-28,2022,16-18.9-12:2x4 SP NO.3 BOTOHORD Rigid telling directly applied or 6A0 oc brazing. WEBS 2x4 Be No.3'Except' JOINTS 1 Brace at Jl(s):21 6-19:2x0 SP Ne.2 REACTIONS. (Ib/slm) 28=1045/0-5E,11638q S8,18=188)/630 Max Horz 28=191(LO ii) year Uplift 28-140(LG 12),11=402(LO 12),19-153(LC 12) Max Grav 28=10511LC 211.11=555(LG 22),18=21 D(LC 17) FC)RCES (Ib)-Mex.CwnDMax.Ten.-All tomes 250(Ib)or lase except wfim shown. TOPCHORD 1-2-110]2]5.2-3-1445400,34=-1242/410.41 -it4]I3M,SE_A]0/663, S]=-184/259,)6-250254,39=50]242,410=JB&152,i-28=-t0o12]B, 10-11=-58&11)1 BOT GHORD 325_-13]/323.24-25-255/1218,2324=-152425.22-23=288/8],1617-28.9142, 1415=6&1395,13-14=122/390,12-13=-2198,8-13=201/121 WEBS 2-2]=68&229,25-2]=25]/1019,2-2-21=-131,423--21-18,424=6891], 8-23=-9Wl5 0-1-19-1831/43$1]-21=-1838/43],8-21=-1841/442,515=-39]/144, b2]=-2024]8.10-12=1254]9,615-100`851,424-91294,324--3(36252 NOTES 1)UFLelarvatl mho Ilse loads have bead consideretl fmthis dhablgn. 2)Wide:ASCE]-lQ Vull-130mph(3-second gush Veal=1Olifti TCDL=5.ODsf;9CUL-5.9ps1;h=254;B=4511;L-451t;eavedit;Oat. II;Exp 0;Encl.,GOpl-0.18;MFRS(dlreIXlonel)antl C-C Extenor(2l 01-12 to 4]-10,Inletlor(1)47-10 to 11-411,Extdm(2) 11-411 to 391 Interior(1)345-9W4,1 94zone;end odual left antl"M regU ssi for members and fomes&MWFRS for reectiau shown;Lumber DOL=1.80 plate grip DOL-1.60 3) Paslds adequate drainage to prevent water perding, 4)All dales are 2x4 MT20 farm trimmed indicated. 5)This from had been designed for a 100 pet botlan chord live lead mnconcurrent with any other live loads. 8)'This truss has bbm designed for alive load of 20.41 On Me bottern chord in at areas some 0 reGangle 36-0 tall by 266 wide Will lit between Ma bottom chord and any other members,"In BGDL=10n,aL n Provde mechanical connection(by others)of Mmes to bearing plate capable of Wilmerding 100 lb uplift M joint(s)except Qt-b) 28=14Q 11=102,19=1 W. 8)Graphical pohln reposeentatlon Oxs net depict Me aloe or Me crientmor d Ms Within Worg the lee aftemr bottom chortl. QWA.PNNe fay,MrSrn'..seae...mow'...e.'masMI/ExeElENFHLEVIaEMb a9YM � @9{p Vdklla v¢oNyMM MIIeFA ca.�m.e.„b...n.IW tla4}n6twxf�Y�Mer✓=o nnexSwwn. 61 II Wal Y I� - _ 1 atooddem.Wlae um.lib lxe[Yq w�1...mlalvalNlMq{AkmlNol falyr�artmla[axlq -ul, sk P.ove�tll M.�9�r.Bwlgx YMet«bpwa,itltlw�rlrcTM Yerm,v�rnlla dmrdmerMa.aYV L I. . na,1M¢Irp MiTeK bavgi,bglbJ b sYtlXy Mtllo pevaecd[pe Mlhpw6le p6lxrrtYpWUYI pc{aly Wnr>35.ra(Wwnal GUMrca,ry{urtMn IdwCOlbn pa Je.deMry.d%M�AtltlMpo 21. ares M6n�a ree4XL/RII Voft/CM�4.0ead9aM aQlluYdn,lCmmpenN 80 . 11 EVIBXtl. fyelWMmrwxalrw6YAe Fwn tris FLbee01ub.Zen.leesMPcn.sYlealz MeeaMllvn YLt14. 6904li. i a1510 Job Truce T—Type , ...Cry Ply T1056130i f2350TOA T33 HIP 1 1 Job 2016 Sti a lODfloron BWbing ComDor�nt Supply, Jscksornill0.Fl32268 ,010cApr20201DJe PIF MOdnaa, re, Fn NVAMar0308:15:312p17Psgci ID:IxIZF901•gC3et WNAW,18.1 pIFRZgiSli'at]iW_9H5e04Y3uIBVBpDW31eaS11Rx 53-12 10.245 15-013 22091 2&2-12 136581 3461 42-SB 14413. 5392 H13 SAB 613 629 22-12 L?B N7 2S8 3 N Iso9 We= 2x4 I she= 4xw Bao tz 3 zs 4z6 s 6 3p i z42 s1 yf, 32 B a 1 B � n 22 2119 34 IB 35 1] t8es 800_ 11 to SN II 7x10= 2x4 3x4 I 3sb 24 II 3x5 I 3,4 11 5392 tp2-15 15113 F 22a 11 26212 31SB 31A1 /2Se M-110 53-12 4913 S6B 6-13 62-1 2212 42B ]5,7 2S8 Plate Offsets MY)- f&O86Ed0e1112'0-2481-5112Y62-1201-e1 LOADING(pal) SPACING- 2-0-0 iii CSI. DEFL In (Iw) Wefl 724V� PIATES GSIP TCLL me Plate Gdp DOL 1.25 TC 061 Verl(LL) -OA912-13 >BBB MT20 214/190TCDL 100 Lumber DOL 1.25 BC 079 Ved(TL) -0.25 12-13 x800 BCLL 0.0 Rep Stress Mcr YES WB 1 W Horz(TL) 0.05 10 Na BCDL 10.0 Code FBC2014 P1207 Mal,x-MS Weight 2710 17=2051 L hil BRACING- TOPCHORD 2x4 SP No.2 TOPGHORD StWural wvwd stewhing Olrectly applled or 5-34 ocfull BOT CHORD 2x4 SP No.2'Escaper Swept Sold wine ls,and 24O¢Wrllro(S5-3 mex1:3-7.. 1416,811:2x4SPNo.3 BOTCHORD RlgldcN11ngdredlyeppi,M.r60-OOcb.ing. WEBS 2x4SPNo.3 Txcept- WEBS IRm at moat 6-17 818:2x4 SP N0.1 REACTIONS. QNaire) 22=1051N-36,10=598Ni8,17=19131/0.s8 Merz Hmz 22=-171(LC 10) Mex Uplift 22-408(LC 12),10_75(-C 12),17=474(LG 12) Merz Grev 22=lM7(LC 21),10=549(LC 22),17=2099(LO 2) FORCES. ge)-Max.Comp./MNc Ten. All fomes 250(Ib)or less except wfien shown. TOP CHORD 1-2-1094/M1,2-3=1096099,&4=9781604.45 7&804,5-6=-562/591, 87-28 W,73-41&160,65,-37/14,122=-100"55,9-10-567/139 BOT CHORD 2021=34&923,15,20=E AK12,1819=-3931599,17-18-281/1211262"9, 13-14-283/134,12-13=13&476,11-12-_-340/122,8 12-2M 51 WEBS 2-217-1841 /819, =-312110,4-19=38&174,51�-356/BOo,S-16-80W405,G18=7441123 7. 1s-17-1 8 41/81 8,815=1830/838,813=-12&606,7-13-MVI 30,1-21=82(V975, 9-11=-15&514 NOTES- 1) OTES1)Unbalanced mot INS loads have been oonsiderecl for MIs design. 2)SAM:ASCE 7-10;Vull=130mph(3-secoM glut)Vasdl01 mph;TCDL=5.0,W;BCDL=S.Cpsf;h=258;B-15t;-=458;save=51t;Cat. 0:Em B;Encl.,GCp1=0.18;MFRS(tlbedional)and C C Exterior(2)0.1-12 to 4-7-10.Inteli0r(1)4-7-10 to 10.0.2,EbeMr(2) 10-0-2 to 4159,IMerior(1)41-5-8 to as-94 zone;end ysticaf left and right emoseQ porch left emesed;C-C lar members and fomes 8 MW FRS for macbana Shawn;Lumber DOL-1,60 plate grip D01-1.60 3)Poryide adequate drainage t0 prevent WHlar reading. 4)All plates are 4x5 W20 uNess oNelw4se indcated. 5)Thls Muss hes been designed for a 10.0 psi Saturn chard INS bald rwnncolmunent with any other fine loatls. 6)-This loss hes been desigletl for a live l0ad of 20.0ps1 on the Whom chard In ell areas all a redallgle 38A hal by2-08 wee will fit between Me bottom 6hom and any other members,Win BCDL=100ps1. 7)Provide mechanical connection(by olhera)of truss to bashing plate capable of wthelaMilg 100 I6 uplift W 1oings)10 except Ut=Ib) 22-SN,17=474. 8)Grephleal purlin representation Mas not MmlCt Me size or Me orientation of Me pudin along Me tap ander buten chard. Q so.-VMI,C.tlanperxml -,.a a.PV 7a A.MLWEa.aEf .iu,..i, 4Am.u." Fl .. news1 Wb for un aNYw'P6 MIM:Ia:nnmicXrs.IFn CeLantl NONYW 1rur—lmsMmm.mtl6lum MWial but <—pereni.rot Is oInitMmn Belga�.MlJSp tladlwmudvalM xggq'ciYYINu1JeVs p�arelaiaM peY.aeYbcuWaR xwcla.pn YPOMe ovadl ut dice Ul.aocnex�almeww...Nl+ /Blgax.wexa e�wmmelaa�ama,mrx.Om Aaanwwl Nmwwmea®nb�6r sxie MOW are[lwdip4tllh Otlrolrevadmgie viMlaQie GaablaP4Ymtl PaDW'2tl�xlrpe ld Baled Bayilca alV t'a WaM4. kGfiyfi xnlbt ebg7B,d9xsy.aecbn Utl IMRYp of ln®es atl xu¢µtleni6 1 OtlI1F(Ma4,DLde vtl K9 YOp CmpOMI {y0 .rS lyely Yxemdo�plyaAe fdn Na Ned MMPs,21aM lee SbL9Ib312 MBgxN.VAYfJ1I. Telgs,FL YJ810 JOD Trlas Tau Type ' . DAY Pty _- 058A 8 12%BTOA T34 HIP 1 1 JOD Relereme lop0ici BudgComporoN3upply, Jarleorrnlle.FI 3. 56 8.010 s Apr 20201E MITek!rdlchlc.IW. Fit Mar 0300:1632201] Paget ID:WZFgMgC3 Yu MIAWC]MD HrppmOWE 2H134AN_Uy7d OINOOZ2Ape79 Rv 43-02 62-15 14110A 8 't2-B0 �2-12 301 68J2Sa R11-0 19-02 3113 1 ]8] 5&12 3S5 SPl ?SB SWa=t A2.] 7tc10= BAp 12 w 11 = 5x12= 0x0 3 24 425 20 27 3 20 28 ] b i 5 p23 30 4rt� 'M4 1 'p 0 310 d 4 z -19 12 21 20 19 33 10 t] 16� II Oxto Ifto = 5ab= 46= bid _ `W=AN II 24= a, 11 3M II 41= 32-ts 1611A F 228-0 28212 V.1 6503331 /ASB 4441-0-0, 62-15 8610 ]%] 5812 2-2-12 32-9 SP] ASB %at Otlstls lXYl- 13:088 Etloel l ' 800.2-01114'0-2-e 6041121'0-&00.2-121 __ LOAOWLi(psi) SPACING- 2-0-0 Cu. DEFL. In Qac) IAMB Utl PLATES OINP TOLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ve0(LL) 0.1318-19 >999 240 w20 20190 TOOL 10.0 Lumber DOL 1.25 BC O.T2 Ved(TL) -0.251819 >999 130 BCLL 0.0 ' Rep Stress Inco YES INS 0.93 Hca(TL) 0.05 10 Na Na BCDL 10.0 C . FBC2014TP2007 Matrix-MS Wolght:2]9It, FT=20% Will BRACING TOP CHORD 34 SP No.2 TOP CHORD Stmctuml atim.1leahing i irectlyepplletl or 2-2-0oc f u flne, BOTCHORD 34 SP No.2-Except' except and vaNcea 1446,81 i,&1]:2x4 SP Naff BOTOHORD Rigid ceiling directly Wilma or"0 oc bracing. Except: WEBS 2x4 SP No.3 830 oc Creclrg:6-17 REACTIONS. (INslce) 10=5151653,17=20l9 5-0.21=103]/83-8 Max Hors 21=151(LC 10) Mer Uplift 10=-88(LC 12),17=453(1_012),21=413(LC 12) Max Grav 10=521(LC 22),1]=2019(LC 1),21=1O l(LC 21) FORCES. (Ib)-Max.CanprIM.Ten.-All forces 250(lb)orleae exceptxTanahaxn. TOP CHORD 23=4099/828,34=-1148941,4-6=-114&94I.&6-55384$87=30.4219, ]3=449/185,BA=384/153,9-10=531/180 BOT CHORD 20-21=-589/813,1920-661959,1819_4T2I573.17-18=490/81,16-17=340/31, 13-14= 115186,12-1371298T],11-12=-281906,1547=-1803182],8-15=-1854849 WEBS 2-20=-16499],319-2281321,419=489211,519=400/]48.5-18=-02]x388 6-l8=-7W202,2 21-114WSO,411=130/453,6-13=-133/]58 NOTES, 1)UMalarratl roof has loads have been ooneitlered for this design. 2)Wind:ASCE]-10;Vult=130mph(3-ee0ontl gust)Val 01 mph;TCDIa5.0psp BGDL-3.0ps1;h=25R:8=1511;L�ft;eave=511;Cat 11;ENI B;Erol.,GCp6=0.10;MFRS(directional)add C-C Exherior(2)81-12104-P-10,Interior(1)4-]-10 to 80.2.Ederior(2)862 to 43 5&9,Interior(1)435-9 to 44-94 calls;and vertical lett and right exposed;porch tell exposed;G-C for members am foliose 8 MFRS for reactions shown;Wmber 301=1.80 plate grip DOI-190 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom chord Ilve load ooncorourrent Will any other live tratle. 5)'This buss has been designed for a Ilve load of 20.0ped on the Dodom chow In all areas where a rectangle 380 W by 2OO wide Wit fit behWen the bottom chortl and any other members,with BGOL-Inapt. 6)Proms mechanics,eannecuon(by call of louse to bearing plata capable of withstanding 100 lb uplift at johns 10 except(t=1b) 177153,2113. U-VU MtlplywwlWxxwg DXeFEBPYTNOANDMLUMUIMEaeEFEPFNL NGEW74Mnv.IepYNne BEWaEUE. ne4{n vWplal�eNY hMneA�cwrecMs.RA�tlPIb WwIliiry mnn*'x�ders9ww.aMalu lm MP dl0tp ienl.ml dTvayiHm�laeue.Ir,B1>tdigtleYA. tv mal veMy rn q{AktlMllJ oltleYpl lvm�9lavaq ,m ue XY[r�yl Hbll¢ovad WpQVlyl waCrpYticotetlklu ryuvaa Wctllre ofYMrMxl MmwMmd/a crrAamanlMSpN.O[MRa,cl langxay m]pmlwlenlawYp MIT6k' Ieno,cue setANatl Wpevenl cMl[FuwXanm3YnWwall[¢AYWp�L 1YwwWe.rw�l'atl Gil careW4rJTe MM PeM1eEMdaE. kAtalMx elwaA.dBFery.de[M1vn ad d¢M al lace&mO Mm Mlanc ceeAXL/IPII C W M CMwYr.MlJ9 aM CL wiip COraNaN 9lMh'IrimMM rn+1RJshan ilia RN9FtlMe.218 N.Lee Slleel.Elle 612 Oleaadih VA22i 19. Tenpe.FL 33610 Job Tal T.Type • City Pty T105fi13p9 12368TOP T36 HIP GIRDER I 1 Job ReMrsnre k iddab ll Buklulp Component Supply. Jscksornille,F132258 90108Ag202D18M1Td In ftwl?- rc. FdM i??8:16:34VU1] gR ID:Ib2F911n9C3mYukNiAWCgOJo-DKUBi2Kmwl1 NENPXOCEi9151j-1"1 tyB2xehR1 Bd-0 iF&11 1]38 22&1 ooll 13058132-&121 38-]0 N. a ' 6L0 55-0I 55-01 SS11 SS11 32-02 2dd SBd N. 2-SB 3ceh, 183.0 NAILED NAILED )AIO: NAILED WILED NAILED NAILED 8'CO f2 NAILED NAILED "a_ WEED NAILED ]x10= Bell 2 25 28 3 Z] 28 2B d 3l 31 325 33 3i ffi 8 738\T\V A B 0 1 48 40 10 y LLS n w)d 37 30 30 40 41 42 43 4d d5 46 4] 15 1I 23 22 21 20 19 IB 1] -400_ 12 11 Sr10 MT20H3 11 WAILED NAILED 8x8=NAII£D 4v10= NNl£D bx0= NAILED 21 If 2N- s, 11 NAILED NAILED NAILED NAILED NAILED IN12= 21 11 WALED NNIED NAILED 8d-0 1bOt1 1]bb 220-1 V,12 13658132092. 3B Z0 42-SB M-1L0 Bb0 SS11 5511 SS11 SS-11 2212 2d4 S84 3169 2-SB Plate Onsets(X Y1- 12:0-0-80-2-01 LOADING god SPACING- 2-0- CSI. DEFL. n (torn Udell IJd PLATES GRIP TCLL 20.0 Plate ITCOIL 1 5 TC DIED Verl(LL) DW 2283 X999 240 MF20 24,190 TCDL 100 Lumber DOL 1.25 BC 0.93 VeMTL) -03522-23 s951 180 ARZOHS 187/143 BCLL 0.0 ' Rep Stress hour NO WB 0.98 Horz(TL) 0.06 18 No Na BCDL 10.0 Code FBb2014]TPI200] Meldl WaIgM:2931b FT=20°6 LUMBER- BRACRB(iTOPOHORD 2x4 SP No.2 TOPCHORD SWCIuml woad bvmhf,g dlredyspplied 012-b4 oc pullin8, BOTCHORD 2x4 SP All Exi incept end verhads. 1]-24,912:2x4 SP ND.3 BOTCHORD Rigid.111ng doodirspplisd or ad bmcingpt: . Exce WEBS got SP NeS3Except' 1Row 9 m 6-16 5 19:2x4 SP No.t,6-19:2x8 SP N12 2-7-0oc loci 16 18 REACTIONS. (INalze) 23=1998/0-38.11=455PoS8,10=319,05E Max Horz 23=138(LC]) Max Uplift 23=-1142(LC 8),11=-134(LC 25),16=1355(LG 8) Max Grav 23=199)(LG1]),11=58](LC14),I43194(LC1) FORCES. (Ib)-Min.CPnDIMeXTen.-Ml tomes 250(Ib)or leo incept wfien stww. TOP CHORD 18=-213&1230,2-3=-2545/1559,3d=-240,1518,4-5=-24DW1518,5-8=13321943, 6)=40W71=492@05,39=-588206,410=-024/130 1-23=-1)4]/85], 1091=-59]/150 BOT CHORD 21-22=-101,1829,20-21-142H 550,19-20=-837/1378,18-19-599I 1518=80&288,14-15=1]BI388,1314_--591366,1293=-30&85.9-13=284/102. 1518=3098/1326,6-18=302,132] WEBS 2-22=-281/60,2-21191 150 747. =-59913 4-20=646261,5-20=J60/1461, 519=-1]12/124,.10-12 5107t4gS 6-15-1331906,]-15=-56)/1]-0,]-10-11]/413, 1-22=-1021/1839,1612-10]/488 NOTES 1)Unimproved root live loads lave been considered for this dough. 2)Wind:ASCE 7-10;MAW30nsph(3 second gust)V isell01 mph;TCDILS.Opf;BCDL=S.Dpsf:h=25ft;BASK,L=4511;eave=5ft;Cal. 11;Exp B;EIIG.,GCp6018;MFRS(dlood lonalg aid vertical left and right expose0:porch left exposed;Lumber DOL=1.60 plate grip DOL=1.6D 3)Provide adeduate drainage to prevent water pondtrq. 4)All plates are W20 plates unless otherwse Indicated. 5)All plates are 4m MT20 unless oneness indicated, 8)This toss nes been designed for a IDD pert notions chard live bed noncorcurreot wf h any other live lards. n'This truss has been designed for a live load of 20-0ps1 on the bottom chard in all mors more a rectangle 36-01111 by 2- -0arde All fit benween the bottom chord and arty other members. e)Provide mechanical conreGi0n(by othem)of truss to nearing plate capable of Wi tanding 100 ib uplift at jdni season(hill 23=1142,11=134,18=1355. 9)'NAILED'indicates 3-1 Ori(0.148'Ki')m 3-12d M.148'x3.25')No-nails.For mine details Hafer to MiTek's ST-TOENAIL Detail. 10)In the LOAD CASE(S)sector,foods applied to the lace of the truss are noted as(rant(F)or bad(B). LEAD CPSE(S) Standard pwA,tlPw.Nelr4✓.•F�nrM...,4aEIUNo,F6 aN.,,6ANo tlIC.WFo x«R2 rF.m9.Na..oF,x.).A,...,aWaa,:mFWMUSE �' cNY.AdJNaaN lw,pu Da1P�vapkxmwiyxT Mlek9wwwcbn Nwdeaan elm+tloMY WMA ^Imy Nnwn.mtltM u,MukrM 4AMpcu,nnx,renl.,n1 NimryrHn.inba�.Nle ILkYpd�re�molvaNy X,eq{.calllyofdWadpaanetacaq PW9nYrcnP 1 Eadarn MoIlwuvadl hW„6�}.BM,D.a�a�mbPmahll,Hp WxW]uY.�mvwatl/advN ,mtll.6.n�avYla¢Np We! YQw.TAretFlMd MrkgfYUgb Peven4Wq wf,WNMm Mlwaxd NexYOx]PM%NY�rp Prstl ONdPcewWaENw AYxCdbLNWA.tlewaaxemcknad6a�'lp WtumaaM NwryCwnc®eN41L1i114ypllr WN2Vatl KJ\MnpCapaHi 6900 11 12 Blvtl SMIYYip�mdm q•'MYxellcln 1npErM tBAlile,tIBN.lee Shaet S1b312 NevA,tlt1 VAYd1 ierrpa.FL ]3610 Job Tons Tomas Type i . W Ply '. T106&30B 12MTOA T35 HIPOIRDER 1 I Job Rei (o4onal HMM:m CempnM 3lgpy, Jacksonik.Fl W266 A u26FaIIk! 2 . Fn Mar0308:15:3621] Papc2 ID:IAFphpC3YNttAWCjDJohWVyO2y%EO )p13FeVe _OBtWIUxeR LOJIDCME(S) Standar0 1)Dead+Roof-w(balanced):Lumber Increase=1.25,Rate Ircrease=1.25 UMfolm Loads(plf) Van:1-2=A0.2 8=E .&10=ED.18-23=-20,17-1 -20,13-16=20,11-12=-20 Conor trsled Loads(lb) Ved:3=-124(F)25=124(F)26=-124(F)26=-123(F)2: 124(F)30=-124(F)31=-124(F)32=-124(F)33 124(F)3 124(F)37=-2 4(F)38=-101(F)33c-52(F) 40-41(F)41=41(F)42=41(F)43 41(F)M AI(F)4 —41(F)48=d1(F)4]=i1(F)48=41(F)4P_it(F) Q WIaaaas� lry 4sYprpwmNm uW—.ad—ON--a WtLVOEOYIEN REEE.94NCE PJ4EMtl-]IAm.IYOLTJI6 BEFOREVSE X41 vtitl IonmuYy WT MIIeKacwredm.IMiJZJp:klnwf wJy u�rylmwlea Ywun.mtlk Iw m I✓f.'NMef gX�llgcm�l�✓nl.rol E:eiynlan lfe(we uv.:iwl„11GMg tlmY}iw oval wylN l�w�aBBNolaes�pvanalasme gq'IalY xcmlxrare M�b&In Fre R�eoveldl aR,vgyleooad M�Mlyatllo nra.�ncdlu�.mmnomlR:.,R:w:n xynwe P�W4Y Wluge.ka pmleltlgpE�W:a1�419 Ae IaaJ'9 pld^ MLLao+We.dMAelY.aeclbnatl b¢11:0oII:UaelaMlnrsmlems'+'e/JNVIAI OIMNPanM.BYMatl K51 a:IFlq CmVUMIe BW PEFL.1.M. EyNylMnldlm avtllliB eCT Inmflule hXMe.41BH Iee511w1.516312 MenaYh3 VRYp1<. Te:ryN FL 3M10 Job Truss Trim Type • . OSY ply 068 310 12389TOA 736 HALF HIP GIRDER 1 1 Job RelereXa o eonal Buldirg Component Supply, Jseksomllk,FI32^56 8.010sApr202016MIWVyO XfXEQWX. Fi50r0308:15:35209 Pages IO:ItlZFMImgC3xoYWN11AWCZIOJe-hWVy(122Y%EOX%p136211TFE>VIrO PkelWllhehRa 2 V "0 240 440 NAILED 6ule:i/2'=1' 6.00 12 d5= NAILED NAILED 2 ] 9 3 2x4 II 1 � 4 5 s 6 2,A II 'NAILED 4 a4 II 246 6 L 2-06 aao Plate O6sNs(XYI-- 12:0-2 0-2-41 LOADING 2Per)0D SPACING 2-&0 CSI. Ver In Mod) lidefl312 ,H) ]::PL!ES GMP 240f TCLL 20.0 PNte Gdp DOL 1.25 TO 0.54 Ved(LL) 0.24 a5 >312 240 24A4WTOOL 10.0 Lumber DOL 15 BC 054 Ved(TL) -0.21 4-5 >318 180 BCLL 0.0 ' Rep Strew lncr NO WB 0.02 Harz(TL) -0.43 3 Ne We BCDL 10.0 Cada FBC2014EfP12o07 Meblems h:27 Ib FT=20% LUMBER- BRACINO- TOPCHORD 2x4 SP No.2 TOPCHORD ShuMrel woad sh hing directly applied or 6-00 oc pumps, BOTCHORD 2x4 SP No.2 except and vsdicals. WEBS 2x4 SP No.3 BOTCHORD Rigid calling directly applied or 6-0-0 do braclog. REACTIONS. glVslze) 3=158M1echenical,624810.3-64=P echanicel Max Horz 8=81(LC 8) Max Uplift 0=915(LC 5),6=-178(LC 4),4=%(LC 8) Max Grey 3=156(LC 1),6=248(LG 1),4=111(LC 3) FORCES. (ID)-Max.Oomp.lMax.Ten.-AII tomes 250(Ib)or less a%sept when shown. NOTE& 1)Unbalanced roof red loads have boon consideretl for this design. 2)Wind ASCE 7-1 o;Vult=130mph(3-second Must)Vasd=101 mph;TGDI,5C,s[13CDI-5.0pst;h=2511;B-158;U2411;a imi Cat. II;Exe B;E.L.GCpi=0.18;MFRS(dineflonap;and vertical left.,..ad;porch lett and right exposed:lumber DOL=180 plate grip DOL=1.60 3)Fannie humorous drainage to prevent water Whom, 4)This Wes has been designed for 8100 psi bottom chord Ilse load rwncenWRent Assn any Other IIVe loads. 5)-This buss has bead designed for a Ired load of 20.0psf on the bottom chord in all areas w0ore a dectargle 3410 him by 2-0 wide fell fit between the bottom chord and any other members. 6)Retez to glyder(s)for toes to trues connections. 7)POMue mechanical comet(by others)of Luse to beating plate capable of wltlwtanuing 100 to uplift at joint(s)4 except(pub) 3=115,8=1)8. 8)'NAILED'indicates 31W(0.148'x3')or2-12d(0.148'x3.25")toenals.For more details refer to MITI OST-TOENAIL Detail. B)Hangers)or other connection de Nona)she be provided sufficient to support concentrated load(,)1a to down and 25 to up at 2-2-2.and 19 In dawn and 38 It,up at 2-4-12 on bottom"td. The dreigNselection of such connection device(s)Is the responsibility of Others. 10)In the LOAD GASE(3)section,loads applied to the face of the toss are noted ae front(F)or batt.(B). LOAD CASES) Standard 1)Dead+poor I(bslancfull Lumber Increase=l 25,Plate Increase=1.25 Unnoml Loads(pit) Vert 1-2=bq 23=x,4-1 Condehreted Loads gb1 Vert 51 6=2(B) QWAnNMa-VMry0.tlpnpnanM•mmCPFIaIpIFe Pf 1R8 AXh IFLYMO M[NPS[NNH IIaFMLL]IPJ m.IOVYNIeef/Oha USE na9TWkllw w,wJv'ulm MIIOWoronnxbaataaari,b 6aetlwYf UrArl Wlwnelenarwwn mtlk lu m MA'WXq Mlbpcpnpmepl.roc atom Mian.�Iae lie,me[JAq de4y¢r mW VaIly1M q{JkdYM Ulmer pMmrelemm]gWaM bcnrprale Abdeebn MO R¢ova IbMMbtlldwklamgyMarLrnae4lsyllare.CeIaw YM1pYxYdMY:auldeOto6qbpevmiNhxcmtlxwglmaFYoMYMH tlFallwrmrweLada/sa gdao•ralmYe6satrnwN[aa_YVAWMllemgrrar mo2p Me aaaetlgMicme "'I'dore rreY.® ."I'm9a nm [aslnnMunddr.PVE w6Y f>/My Informal—hil�bM1an eew now helium,218 N.Lee,5eeLeIR 312 Nlarmin4 VAZor11. . ianpa,FL 3'R10 Job Tlum Trim Type • , GN Pty naua311 12358TOA T37 HALF HIP 1 1 Job Reference Michael) ButlirB Camprom Sppty. JscksonvXlc.F!3256 6.0106M20201EMkl N0Fagot ID:NZF9mCmYuMMWCxj0eVKNUIVJM =%ZuHhAIvTegiZmnMwhW 660 Bd9 r 1,60 2i-0 ScaN=1263 4.5 11 6 d U2 3x5 If 1 n d 5 6 2,4 11 4 � II d.0 0 64.0 640 A 0 Plate Offsets l%Vl— 11 Edge O1-121 I2'.62-12 0 2-01 i6:O2-00.141 LOADING (pa) SPACING- 2-PO C,1. DER. n (Ib 1 bas" L/d PLATER GRP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.64 Verl 0.2fi SB x291 240 M@0 244H 90 TCDL 10.0 Lumber DOL 1.25 BC 0.72 VeM1QL) -0.22 SB x333 1B0 BCL- 0.0 ' Rep Stress lncr YES WE 0.04 Harz(TL) -0.52 3 Na we BCDL 10.0 Cade FBC20141TPI2007 Matrix MS Weight 2911, FT=2090 LUMBEib BRACING- TOPCHORD 2x4 SP No2 TOPCHORD $INOQIIN wood sheathllq directly applied or 6 Odo W111ns, BOTCHORD 2x4 SP No.2 except end veltlwl5. WEBS 2x4 SP No.3 BOTOHORD Rigid calling directly app!led or 6-O-0do bracing. REACTIONS. gbhize) 3=124M1echenlca1,6345N38,4=t21RAec0anicel Mex Horz 6=1t0(LC 12) Mex Uplift 3=8 (LC 6),6=418(-C 0),4=71(LC 12) FORCES. (16)-Mac Comp flax Ten. All tomes 250 fib)Often except wflen shown. NOTES- 1)Unbalanced root live loads have been considered for Und design. 2)Wind ASIDE]-10;VWt=130mph(3-secant gust)Vasd=101mph TCDL=5.0Faf;BCDL=5glad;h=2511;B,151t;L= 41t;mve=411;Cal. II;Exp B;End.GCpbO.t B;MWFRS(deeclional)and CC Edfurior(2)O1-12 to 3-1-12,Intedor(t)31-12 to 40-0,Pyles(?)4-0-0 to 6a4 Enna;end veNwl left exposem;porGb leg and right expoeed;C-C let members and forces 8 MW FRS for reactions shown; Lumber D01=1.60 Plate grip OOL=1.60 3)Provide edeauate draini to prevent water ponding. 4)The mss has been designe0 for a 10.0 Pat betted chord live lead nonwnrunent with any oll ar I'Ne loads. 5)-This Imss hes been designed fora live load of 200int on the bottom chard In all areas elders a rectangle 30-0 tall by 2-0-0 erde Wit fit between the WHOM cMrd and any other members. 6)Refer to graphs)for truss to Truss connections. 7)Provide mechanical connection(by others)of truss to beading plate capable Of wfihsfandilg AID lb uplift at jolnt(s)3,B4, AkwRNNMar VNTyOm'enpYxnNn=mq PEAe NOTES ON Tab AND WLYDEDIYFE RUMNCEPMEM]Mm.Lv: nola�YteleaEFOXEYBE 1la� Y WM:M@.cunliecfui Ilttleslpi kNetl MV up�npaarelmiaw,a'dbinm MWlgl dIOMg canrmenl.roe i aimrytavddad eelweue.lLel..apmplartn.l vemvlreoFfmlryaaerdlibmlelerswp+IV wpo,aie m6dmgnnroldewaa tY�r.NMph9colaEabl>araN W'llpMYIRM4MvebarVaelntlmmmLen cNY_itl7k,Jderv, ya'p�ingnnla2leg M e! iu°enraa�artlouMadroa.wNmkr NcrnpoAde P.Lua Hrvmewrowbwdece. r«a aw�we�woan me kaMLaM�a.trMay.a�acfialatl Ga%V WL�®augMFMeIISMMXtI/M1Lx YlYcwxb.D9a a9aq SCA wkIIYp�IWlxn1 Ww F. FW FLeNtl. 4d NYlrlolm�n aNWekan In®Mb kWkM,R1e N.lee SYmt AYa J12 NmalOkl Vh'MJ14. ielry4 FL 3M10 Job T1:xs T.Type • Ory Ply TIOW12 123581H T30 HALF HIP 1 1 Job Refereree o Corel BUMir:g CompercM Supphy, .sEkE^,.^.v!IM,F.5156 3dvY.NfAWC, Ja9,3. IM;:E!tichl Fn Mor D30d15:3E r3 P^pct ID:IxIZFBImpC3xoYukMfAW CAOJe9j3KCN3alXZIDM1NmgZUHNMIMHapOZxon3GwzeM1Rr 6-0 84 Sale=13s 1 s4 m. 6.W 12 2 6 sen n 5 4 u5 II s2L s4o azo azo Plate Oterets O(Y)-- 15:0-2-8.0061 IAABING(pa) SPACING 200 CSI. OEFL. in grc) Bdeft Ud PLATES GRIP TCU 20.0 Plate Gap DOL 1.25 TO 0.26 Ved(LL) 0.24 45 x301 240 MT20 2641190 TWL 10.0 Lumber DOL 1.25 BC 0.6] Ved(TLI -0.20 45 >399 16J BOLL 0.0Rep So.Ina YES WB 0.W Har2(TL) -D.43 9 Na Na BCDL 10.0 Code FBC2014/TPI20W Metrix-MS Weight:251b FT=20% LmeER- BRACING- TOPCHORD 2w1 SP Nat TOPCHORD Structural vmod sheathing drecry applied or 6-0-0oc purlins, BOTCHORD 9 SP Nat except and vertices. WEBS 914 SP Narl BOTCHORD Rigid ceiling directly epplstl or 10 o 0 ov bmdng. REACTIONS. (Ib/slxe) 3=115MAechanlcal,5=24]Po3E,4=]2lMechenical Max Harz 5=138(LC 12) Mex Uplift 3=-96(1_012),5-17(LC 8),4=-58(LC 12) Matt Grav 3=Ti5(LC 1),5=24T(LC 1),4=119(LC 3) FORCES, alp)-Mex.ComplMax Ten.-All forces250(Ib)art.exceplwLenshown. NOTES 1)WiM:ASCE]-10;Vint=130mph(3eWWd gust)Vasd=101mph;TWL=S.Opaf;BCDL=SOpsf;h=25ft;B7 Sft;L=24ft;e9S h,Cat. II;Exp B;Encl., MINERS(directional l and C C EOedor(2)01-1210 3-1-12,Werior(1)3-1-12 to 6-4-0 zone;and wifical left offensive;porch left and right exposed;C-C for members and lances 8 MFRS for reactions shown;Lumber DOL=1.90 plate grip DOL-1.60 2)This Truss has been designed for a 10 0 pat Whom phots live Toed nonwncument wlbh any offer five loads. 3)'Thls truss has been designed for a live load of 20.Opst on the bottom chord In of areas More a rectangle 3d6 0 ball by2-0 0 aide Wit M between the belt.chord and env other members. 4)Refer to girders)far cess to tmss connections. 5)Provide mechanical connection(by others)of three to bearing plate capable of w it standrW 10016 uplift at joint(s)3,5,4. Q wI6NW0-YwRy O••Iprpe'mrwa•eMaE4o Nort9 ax IMH4xo YICt UOFOYIIEx aFxNNXCf vIUe YTm,w'.ro0.4Mlrr.u6E CeLg1 WkIM—onlyv.MM1Y1 lor-re'yws.11'h0afgnhbaN OMV1:F^1F malasyxyn�ugklnm MlWxwlhMxy cdnpaleni.rol e�m K+lar: Beide W.116 WN,L41�>¢;:Ilre:mrslve:IN IM4{6cdlrMoi ManelencM pgalY hcmPcrde 1MtleY1n P1a 1Mmrertll Wd .aIXNkkbo WvenlGLa9aY,[MtlW fi:mwenavLn elvememlw M]IMWbm(rvayaWpe:rnawnldackp M 6dW rectaece pmlitm10PcYgce PwMpMWr., fu 4wwel 6':Ax>—reIX•1ar,P IM boeih Mn dd�ge.tlNNry.xeclknaN baLg ollnffismllnm[yblemLreelWl/TRI OUWy C:iXq D56MaW 6eaIWMNp Car,gwnl iW4 Fake EY4. BM pyMy FL x]610 Job Tvs Tmm Type • . OtY Ply )10689313 L Reference loo12MOTOA T39 Rod Spatial 1 1 Job Reference o ora Shcdirg Componcr4 Supply, Jscksornllld.R 32366 8.010 sApr202015 MTeklmo.ro,r"no. Fn Mar pa mw 201? R39e1 ID:l# FgMWG YuMitAWCzjDle-ANIp14D3T V7M47W"7J 7J3 I85WdAN Rq 250 4d-0 64-16 ]$13 &4 108-1 16V0 2S8 1-tOB 2015 1-L13 1-0. 14-13 6H5 3M f2 6cele=133.0 6611 ]s10% 6L If 5 8 6.W 12 3 4 21 22 9 0 A 2 1e 1 x 71 6 12 ]Y da, 1s 14 1. �_ E Ra n 11 18 10 2x4 II 2x4 II 268 4d0 ]$13 943 1448 18-11L 256 1-1 3213 F4] 665 2H Pis OII N (XYF- 13'0.460-2- t I &624&161 LOMW(pall SPACIN(- 2-pg CSI. DEFL. In g' Well Ud PLATES amp TCU_ 20.0 Plant Bob DOL 1.25 TC 0.38 Ved(LLI -0.0512-13 >M 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 083 VeBRL) -0.1512-13 s988 1&J BCU_ 0.0 Rep Stress,Mor YES W8 0.28 Hm¢(TL) 0.00 10 We We BCDL 10.0 Code FBC2014/TPp00] Matrix-MS Weight 12016 FT=20'6 LUMBER- BRACING TOP CHORD 94 SP No.2 TOPCHORD Structure)rood sheathing boards applied m640 co purlins, BOT CHORD 914 SP No.2'Except' except and yehicars. 2-17,&11:2x4 SP No.3 BOTGHORD Rlgidceilirgdrec0yappilWor1600ocbmcing, Except: WEBS 2x4 SP No.3 &0.0 oc prating:18-17,11-12. REACTIONS. (lUsim) 10 6510.5-8,188606 8 Max Hors 18=114(LC 12) Max Uplift 10-143(.09).1B=65(LC 9) FORCE& (lb)-Mex.ComodAm.Tort-All tomes,250(Ib)cars.except~shorn. TOPCHORD 1-2=-482/127,2-3=-BBIY188,34=-)10/1]1,4-5=691/1]0,56=-]W/179,fi4=fiB3I165, 76=-714/174,8-9=32427,9-10=- ]M69.1-18-8761148 BOT CHORD 16-17=349/]],2-16=366/101,15-18-194/431,14-15=187/571,131b17WO7, 12-13—87/382,11-12=60]/164,8-12554/192 WEBS 314=40254,8-13=-10814069-11-175/i3B,1-17=101/549 NOTES- 1)Unbelamed mot INS loads have been considered forthis datlgn. 2)Wind ASCE 7-10;Vdt=130mpb(3 second gust)Vaed=101mph;TCDL=S.Opsf;BGDLrS.Opst h=25X;B--150;L=248;eave-,Ig;Cal. I[Exp B;End.,2Cpi=0.18;MFRS( I.mmnap and C-C Extedod2)0-1-12 W 31-12,Interior(l)31-12 to 446,ExMWr(2)446 to"15,Intermit)76-13 to 16-94 atone;end vertical left egmseb;C-C for members and fomes 8 MFRS for react ons shown; Lumber DOL-l60 plate grip DOL-1.60 3)Pa Nde adW4uate drainage to prevenl water ponding. 4)All platin are 4x5 W20 unless otherwise Indicated. 5)This muss has been designed for a 10.0 pal bottom coral has load boncencumant Win any olhen We made, 6)`This truss has been designed for a Ilya load of 20.0psf on the Whom chord In all areas More a rectangle 36-0 tell by 2 0 0 wide twit fit between the bottom chord and any other members. 7)Provide mecbanical connection(by others)of truss to bearing pial¢capable of wilhetarMing 100 to uplift at Joints) except Ot=b) 10=14a WJNNMfi-VeMy NtlanpvnM• mONGONMEa OM MIS INO P'CLYOEOImEN eEFEN4NCE eIYEW]M m.IW.YNIb BEfeaEY4E �volNl lu i5e Daly WIh MIIe4PAemmdca Mitle9gr h Irnetl wJY ulnnnuonelaisrwun ml Islwm MhY}✓�I WNYpconpviaR rot MIn6aWem uanme i¢e.IMdAIAmdeeprm meal w,IN nn gtiEdMN ordetlgr,psanarmxu'tlpWCSlvh-o' [+�rdenttlei{AMOMeovertll aJrV dewJr� b 1,BMcale.]kb Pewmiiutln9 ur ML.MMlnaweDadlvclxnEmerl,laiaYY.OMbrl lanlxrW WJ Mrmaam Mai9 MRek' hduvmi reta4 dgeMlYm]bnwedmldNe v4l5mxcle FuwU'IYeYrnlpcperlY6Trape. (w6erie'd9drNxuxr W49 are Idxkvlbl+lu'aY.dBNrery.aecMaddacNdbpeaaW Mm Mlenncee4MflTll fluulY Ciawb.dHMatlaeelMNgCmVurwa wnaw.Eul Bala. BWIV IrhmpXM atYWeYan➢U4 PabaWxae.RIBN.Iee Slieel.SIM312 NmaNI1 VRYYd14, ixrye,Fl 3X10 Job T. T.Type Oh Ry nosfilaw 123SSTOA T40 ROOFSPECIALGIRDER 1 1 JCL PBIereN.0 o YOMI Buil611p Canponmt SCypIY, Jad:wrnillo.Fl W266 fi. yuk4pAWCzl 6M'IHk IEPST Cq lrc. Fri Mar03ae:15-0?7Pego1 ID:IxRFpIm9C3mYuk411AWCzlOJe+HkTEP5Tp8xIMeeWtyeOVJPA65CnuYMm11sF2ehRo a" 41 EMU 12242 1261 16110 210 2615 235 3-63 295 4115 ' am FIT seats 1102 @E= mm 11 NAILED NAILEDsed 6.51 FIT W' 3e8- 4 13 5 gN= 2x411 Z2 -L,E�D - e NAILED 7 46111 n] 10 17 B X18 ,e 12 46= NAILED 2x10- NAILED Ixto= NAILED NAILED8 bA II NAILED HALED NAILED 1x5 210 601 10242 1611-0 'F60 H1 389 08< PAt Oft (CY)- f40i0 2111tr0-3E EGoe1 Lamm(per) SPACINL2- 200 CBL DEFL In floc) Well tW PLATES GRIP TCL_ 20.0 Plane Grip DOL 1.25 TO 0.0 Ved(LL) -0.W N9 >999 240 W20 24U190 TCDL 1D.0 ECLJ_ 0.0 Lumber DOL 1.25 BC 0.53 Vell(TL) -0.18 69 >999 180 BCDL 10.0 Cotle FEG2014?PI2o0) Metrix-MS Hoa(TL) 002 8 Na r✓a We , 1081b FT=20X LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPOHORD Shuciuml wood sheathing directly applied!or 4-11-13 Do Purlins, BOTCHORD 2x4 SP Ni except end vedlcals. WEBS 2x4 SP Ni BOTCHORD Rigidc iilingdlrectlyappliedorlOO-Oocbmcing, Except: 1110 oc boding:11-12. REACTIONS. (IbAhn) 8=82W0I 12=824y0-5E Mex Hou 12=68(LC 8) Mex Uplift 8=-284(LC 5),12-220(LO 4) FORCES. (Ib)-Max.COmpIMeX Ten.-All tows 250(lb)orlees MmaFtw4enshow, TOPCHORD 12=-55W18Q2d--822/283.3-4=W4284,15=414209,5A=- 95W292, 142=-821233 BOTCHORD 10-11=1851520,9-10=276'922,89=-2 N)l WEBS 2-11=/82d 78,2-1R-1331515,6-9=-33@54,8-&-9901324,1-11_239/!68 NOTES 1)Unbalanced roof live loads have been considered for this Off 2)Wind:ASCE 7-10;Vult=130mph(3 Wond gust)Vastl=101 mph;TCI)I E6D sl;BCDL6.mAf;R_25ft;B=45ft;L24R;gave-lft;Cat. Ip EV B;Encl.346=0.18;MFRS(eireotionel);end vertical left exposed;Lumber D01--1 eo pate grip DOL=1.80 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psi bottom word live load nonconcurrent with any other live be&. 5)'This truss Iles been designed for a live load of 20.01 on the bottom chord In all areas MAN,a modatgle 300 all by 2 0 0 wide will Int belweon me bottom cfwetl and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 to uplift at 101I except On=lb) 8=284,12220. 7) Ni" ind?cares 3-f act(0.146'x3')or 2-12d(0.14(y141.25')tae-nalls.For more delalls referto MITek's ST-TOENAIL Detall. 8)In Ne LOAD CASES)section,loade applied to the lace of Ne Now are noted as front(F)or back(B). LOAD CASES) Standard 1)Deed+Roof live(balanced):Lumbar Increase=1.25,Plate Increase=1.25 UNlorm Loses(pli) Vert:1-2=50,2-3=60,34=60,4-5=90,5Jk .6-7=6q 8-12=-20 Concentrates Leads(to) VAN:3=-21(B)6=-21(B)10-55(B)2=-1(B)9=-55(9)13=-86(B)14-2(8)15-5(8)16=-14(B)17=39(0)18=-14(8)19=-3(B) AWAINNa�Vway4Wenpi�rW.aWRFAa NOTEe CX 112 AXe NLLUOEO MIEF a6Ee1NCE PA0EM11Am.fe0.YAl6 BEFOPE Uba Dax9n ucXtly ureoNY'�iIb NMIalN ccnna:bi.IM�tlprb6satla4YaCv�r Wamelengwwn.cool klamtMUNAM b.MdYW cwnpe'nnl,roi Mnswlam. haa46wapP~regwm a¢rIng uYrIwMvaaMnYodAmapri.ae«pvmabmeaarmlwxAasremalinafrLlw Pka.-m oncV. NW.rva«. uar,arae�arawrnea nw dnaROW, r NN. HMIcuMl�rWa.d+INnV.asticnm[IL.a6olMrsmaMnw Mremt teMNe1/Mr Oudh GlMa.pSadeaq BCLWMYeuvVoa.re re^V..FL 338,b ay.lYMnmtlm avRYAe fiwn Lim FMe N¢4P11a.21e N,tea Sheai,ereb312 NeWvl11 VAY[JII. Z x NF 11 vv M Q0 Q a A ° o ` 0 otc �mogn D co ' O °aammo ° Q oa ? °cy m�3'm_fmo'oyomno�YOymgQl mp�mBon�N'n'ommzmo m°'pno'nO� 3_ ' Z 96 3' m��n nvZBoD p;T. 3R ° no °mm mq ° ° S°m - m ova .92 a 6,,- ao ° o n2omo osmoo 5 _o Z a ° ° 08 m ' mo ° om o-n oa 0Bao a; 5nn v ny_ gmo o5o_ » y ;4 Do00 £ ofO22 2 m° � Q0� 22 DO 00 m ° • n' Q m o 0 3Q0 0 N oa om c� < 0 " �m 30 w � m - x g c gyp' a� t7 ci ms4 TOPCHORD m .. 3 yN (pYA O SO 2 m m � � jrmj� o� h v�N MOA L mm m- m > - 4 m' am U Q Fiv 4/ P � T NO 3 C 2� m' 9 A D< J Q � ON 1 N �i m � Aa m zz 3 O 3 m �• m m o o Sim D z 0 i m J > m G ^ y A 0 G CA �T/ ' � m ° O W < AD D N� 4 �d o 3 dR Q 3 m mz 0 a -0 o u us a w N TOP CHORD n a 5 � cu 'n m io $$o o m v p e o n z 3 N ❑J 3 D _ 0& s.'. 3 og 'S �o� $ D_3 �° £a �� m 40' 3 3� m -°'� a_ $o Q (D �o Zo m3® ° o #? �4 Rajjig QY m°� 3D o.0 309 3 3.�° on $ca3 N O Dq E. o, �R �R - °� QYo 0a �m 33 W32 a a�$ �� Ma 6°0_ o 3 Pi °^ R R n fi3 vT ma $o_ ?� oq 'm�A �n fiR QT -aR '� R S. mo 0 4& G a 23. g� o_'o n� 59 S� a �° �m gRff �3 (= M ao Boa m _ � 99 azo g -� g U) £ s gg 4 ag M3 z o 8m g Q .3a a m n ¢9' N Rgago g3 at gg o $ n Q 2 �n 6g3 3 m U $ 9- °o g 5n mQ g m co �o $d -�a. gm °m 303a $ o ag �i 06o n ?.n N as o8 ° m aF °s s z �z F �� a3 $g as = a $ fan sm m 14B 9 ss mm Z 3R 4 a no 8 3 3 0 3 Q O a 0 _ O N To THE FEsr OF MT MMOrA THE DOM ODOM ON nos DRAWo1G COKILM WrrH THE APKXME Mo0M1 R MDM MOE DI EFFECT As OF DATE OF C911IWATTOR RII&M. February 6,2017 F... Gori. O $ . ' R 967 ' � d 9 1-011 h g Z U_ ED Z O 31.011 11'-011 76'_0" P-4 0 Manuel Gonzalez, AIA "' uJ PRIVACY WALL r�====�_______--_-� AR 96730 O � , , Ovan G. Drummond, AIA Uj rB U) a PROVIDE GAS 241.011 A7 81 AR 96399 ac Z LINE TO REAR Sang-Yub Lee, PE U- W E WATER-\ S LINE TO GAS LINE TO 48"X48"X4" CONC. i i 7232$ PROVID u, , , � & a o LINE TO REAR COOKTOP I DRYER PAD 3 ABOVE GRADE © HBT N O W Q Q W —————-F L——————J L ——————x ———- --- ------ ---- ------------------------- --- -- --------------- -- oCO pp -- i i- I ' o I I L f ��y W T, J ,- , I o PROVIDE ELECTRICAL -� _ , N �I� �, a ►� O = �L2=10 I CHA E FOR ISLAND I ; � ;- F iii w Z � 41_�Tn J � `'f a z N 6" Puj _j LU _UMBING _ 1 1 -----, I I A1.NI U w g o Zj w z o WALL WALLUMBING _II i= j i \ '''-16" o IYP. - yam! 0 `�' 8 L ca 69 — — — — I ED 4 oo > r ,r 1r- , I ----- ------� oo a z rn w \ ( it -- L U -- - - LLU_ A1.N w A a cn 24'-6" I 9'-9"I 81_911 331.011 A z r I I T LU Q w 3 _ - - - -- - — - - - -- -- ---- cn 1 -- - ------ -- ------------------ _ N o0 I I r -1 r- , ' N ,.� _ W J I N O PAVERS I II II 1 � o ON STEMWALL 10'-6" 1-011 II II I O II II I N _ - INISHED FLOOR i i i ' A1.N131 �' Z a FIELD VERIFY FINAL LOCATION I I , , , ce 0 W/TOLL BROTHERS P.M. ' 43'-2" 1 ; ; 8'-10" 23'-6' _ N O� V J FLOOR , i i i i o ao OUTLET'----, I 1 1 I I I T, V1 _ � Vz N 11 NOTE: I � � P 6 I , II I P P D o ) a N 1 FIN. FLOOR TO BE 18" MIN. I I I LU a W LU PER A1.N ABOVE CROWN OF ROAD. I �; J ; V� ce LU z � m RADE TYP. M --I ' Q U c— Uj 'a c SLOPE PAVERS @ I -________� �___=====i --�-------- --- ---------------- I OC Ln LU aW. in 1/8" PER FOOT I _ u ' -6" W �� 1LU 01 � p LU a � 71.311 16'-7" ° 43'-2" - Wjo _ _ A O Q (Ui N A - - - - - - - -� I - - - r— �1 - - - - - - - I- - I r - - - - - - - - - - - - - - - - - - - - - - m S A7.81 = I I I I I I I r PAVERS-SLOPE @_ A7.81 � 2 � 1--�1 ca 6 PLUMBING U j� _ MM .�� —' L--------------------- ----- 1—LJ LJ —L' ------------ ----1 r---_------_—-----_--—� --- -- --------_------LJ L==-� ��\\\\\ i / ' 100T \ I 0 I W __ __ w M ----------- I �' - WALL------ 1 8 PER w o V ce Ir' _� III I I I -------J I ' --------------- --------------- ' E- M Q aO ~Z =,4 , ,� _ i i� \ /-` iii i ------ u --1- ------ ------ ----------------? 'r) _ L V M�.... t E; � I � �----J I � U I v ' ------------ ----� `•_ I;--- 4" PLUMBING v O t�9 I-----------� -----� i o, WALL, U.N.O. (TYP) w � wEn z3 °O m I m W Ilr ---- - r----� r----------- ----- V - N V OC w n " ' - IIJ 8'-1" 3'-11" N PAVERS w a o 0 28'-6" 4 -1 5 _3 ` I 12 -1 I �';� I , 1 I �..� W ¢ , o W O vi _ _ _ �___� LJ =___� I I i i o iLU ii �� 21-811 _ i 1'-7" i N i ON STEM LL I = z 0 1 W z M r_J ' (' Z M I � �- d' Cp rl II I1 �� _ - - _ I F IL- J--- Z NI '� N ' I _ � I _L-- i i ' � Y f � o Q d. m ,-I C7 r9G Z �n I I�I it I Ln 9 1 11 (( Ib - �j-+I-I - - r 1 , ' O O 4 -2 I I I ;-1 _ �L---__ __=—� I -- _ I L Q i1 I I I ---- -- W = I I 1 1 �-�_- 1»'�i III I I I � I I ' I I I � I I O wQQ Z (n i I I \ ��----�� I �/ ' ' I ° 1 I -N _. I 3 J I Uj wp Z I ' - ------------- i i `. �� I i I to ' in W O > I I I N I ' _ u u u J - i' I I U o _ I _ o ;' 611 PLUMBING WALL Uj U) Q V c II I I ------- n-- ------- ED ----- a- --- -- ------ ----------------� Z •� = Z L--------------------------- ---------- ------- ---- ---� L--- -- -nr - r- r- r------ r- ' � U _ � _ LHB - CLts► u, O z 25'-011 GA LINE TO rB �- �� i w c� � o '_ 11 UJ TA KLESS W.H. 258 80 W W F- n 1 t z W 8 51-211 - L.f) z o Z U 31.011 78'-011 7 011 T21.0" gZ O . z o 901-011 z 0? W wujza ILU z ,;; o ;(n 00 � � � ! • W aw3 � W 3 m FOUNDATION PLAN Z oz = � 0 0 = SCALE: 1/4" = 1'-0" CARIBBEAN 6 0 A[ DITIONAL NOTES, SCHEDULES, & DETAILS = uct-ul 0 Z D Z CO V Z � � CAN BE FOUND ON THE A1.N SHEET. � ' U— � oo �- aVi- o FIA- NUMBER1 14. TO THE OW OF W WMMGE,THE DESIGN WMW ON TIIIS DRAW1110 OMM WITH THE APKrME N=W aZD= CWE III 591W AS OF DATE OF CMT MMM MM. February 6,2017 O ....................... CL ................................ Gon ............ ................ �-�1x6 RAISED STUCCO ROOF PER 1-6 2" LOUVER — 211 BANDING 96730 CONTRACT PANEL 2-PLY X16" C:) SHEATHING ED ............................. —NO SIDE ASG 2x6 W/2" BANDING 2X RAFTER ROUND VENT @ WALL PER .................. FOR STUCCO Manuel Gonzalez, AIA LU TAILS @ 24" 0 24" O.C. PLAN ................... O.C. 3 1/2"TRIM FINISH AR 96730 Ovan G. Drummond, ALA LU ce 1x4 T&G (A LU 0 4 ................. AR 96399 411 BETWEEN op ca Ln ....................... Sang-Yub Lee, PE ce = RAFTERS 0 LU -4 UL HEEL �n C-4 cn 72328 O METAL DRIP 11-4t 1x4 RAISED 00 2x4 FASCIA STUCCO SILL L 0 j2x6 RAFTER TAIL 11-01f --_WALL PER X 1— ui 0 @ 24" O.C. PLAN r 11-4 11-611 -1 9 ILU T in 0 0. C> 31: o 00 01 S. ce cn U w kn :-j w = IC3 0 &n N --"'�SHUTTER DEIAIL 4 YV BANDING DETAIL 0 o �EAVE TAIL tpi:u" -LRA aEl TRELLIS DEJAIL r3 -SCALE /2"=1'-0" SCALE 1/2'=l'-O" SCALE 1/2'=l'-O" SCALE 1/2"=l'-O" pi 0 2.J1 5.2.8 r— U Z 3: 13 0 LU = W .7 2w Z Uj R- Ln _ .ate 0-4 9Z 0 ci 0 ;� 914 8 0 0 � U- -1 r5. 04 2 =c? 0 0 0 U- 0 U ce Uj 0 U) 0 0 0 Os U) i UJ UJ > ZOO w > ce LU L cuci 0 LU 2�IM LU Ln i UJ ce LU > --1 JOS ( � ` O U-1 LU < > W En C:) a 0 %fi .- 41-511 JY2 11 0 U-1 P-4 LU M ca N 0 1-011 0 UWo J (b b 5 U U 0 LU LU < Ce ce < >- 0 U Uj U LU Co U 0 1 FE 0 w PLAN VIEW U a (Uj A 0 Q A < LU LU > CO LLJ 5.1 5Y20 WU cL -Uj Uj 5.2.8 LU ru U) 0 Z TIUM _j LU uj 4" TRIM —4nx4; LU P�POST 1X4 TRIM CL. ce co 1"x4"TRIM ct ED C) > LOUVER 0 2ffx4w 3:: (n 12 < ca g !i U = ........... (n —4"x4o WOOD U LU 1/2"SHEATHING X: ui V) cn� 0 6 Lij M . U3 Ic 33j! POST X- � UJ 0 in . 1 1. 1 . . fn i M� CD cl U ULU 4"x4"POST I< cn co C) CAP ABOVE. INT. EXT. .......... .......... w C) wL4" TRIM 2"x4" ULU, CA < 2 ::1 1< POST ") ce UJ :r Z q. a cn 0 4" TRIM L rA C) 0 Z LU Psi --'�SERVIQE QQURT DETAIL UJ w U � p L- r5-1 -'�GABLE D 0 L=u CE QOURT DETAIL '5--2-""�V CE COU K DETAIL TAIL O U, 5 SERVI SCALE1-1/2"=V-0" r6 E i SOUE 1/2"=1'-0" SCALE1-1/ MLE1-1/2"=V10" Ln x 0 ui 1�- w 1��.2.8 ��5.2.8 0 LL. 2J.8 �5.J2.8 0 0 0 0 cmn —j 0 P-4 0 b 00 < C) ce ui < ui 00 X: Uj 0 ED rZ 1-4 M 1-4 W LU U- U Lau0. 0 U) LU > La yj 11 1 0 C) -I L; Z Ui 0 UO) < ce ce, 12 % �V-)) 0 < Ui UJ Lij D--4 0 F— 0 ce ce U.J LU g) IL co LU 90 ui Uj �7< Lij OFFICE COPY 0 Ln 2: 0 C U- L 4c U 1-1- 0 OrCISERIAL NUMBER 1014.0 Mn1E SW OF ro pawLEDGF THE DEM oIFtct®ON DO DRAWING CO=WrrH nE APPL G WW@MM MOHIG CDDE DI 09W AS OF DAni OF®ffDrATIOM MQW. E O U TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF Ft a 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE e BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER co RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & ~ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE A O HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY a SECURE WEATHER RESISTIVE WEATHER `, �7 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR BARRIER ALLOW FOR FLASHING V I - RESISTIVE SHEATHING w Z U_ INSTALLATION BARRIER 611 N QED '-' 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE SILL PA Z o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER BARRIER WEATHER RESISTIVE BARRIER 2 Ivan G. Drummond, AIA >.'; :'. (ASSEMBLED 1 LU _. �,.,:•• AR 96399 Manuel Gonzalez, AIA p >;:>: -:•:•:..:.. T -n 2 AR 96730 :. .:.,,.,,::•.. 3. FOLD WEATHER RESISTIVE WINDOW )cwi� w O `'`` Q5 SILL PAN BARRIER BACK OVER HEAD �1 ............. N Sang-Yub Lee, PE Z FLASHING AND SEAL WITH TAPE J O 72328 o W >' ":. .,'•::::::::;•::::•:.. 2 o FLASHING J ::..4'.: , .:•:::............ Ono U ' :::::-:;•::... DO NOT FLASH o W Q ::::•:::r.;. ~:r ..,;.,.,:.,....:... OVER BOTTOM :;..:':' ' :,:>::::'_�;:;:':.. CORNER NAILING FLANGE �, d w CO ::•:.::,, .;::,,;>::k::::': PATCH a a ffNOTES: o a d s 0 3 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE U w o w -<' - MIN. 6" WIDE). CONFORMING TO AAMA 771-07 ■ o w o FLASHING ;::< .: FLASHING 8 � o 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF ■ ::r.......... .�. ,:r.'`"":':``.<` WINDOW SILL PLATE. Z Q o r:•::;$itS4r.ri ci:i•ii: NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. o O t:-;: .: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) W w Z ::: w 11 ..r........... Z No Q CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED2 a BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 o gZ a "' o 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS , a a zz o y``' 3. MECHANICALLY FASTEN AS NECESSARY ~ moa ■ � � U_ a EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL w N o (EXT-1) D3 N.T.S. (EXT-2) d O J D3 N.T.S. OPTION -AL CD U & m oWCUN Z in o g 611 FLASHING r , t Q ui oc CONT. DRIP EDGE o CANT STRIP ACROSS DOOR HEADLU PER PLAN 0 tu TO DIVERT RAIN WALL LU WALL PER PLANCA I o zSILL PLATE o� Q UJ p } c2RAIN DRIP m ¢ SEE NOTE #2 LU i° EXTERIOR REGLET Q DOOR LU LU to WALL SHEATHING f F�RIOR 0012 WITH WEATHER WIDOW -� O RESISTIVE BARRIER Q � a�ccvn � Z CL z Z o NOTES: NOTE: ra- LU UJ a o z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) 1U m CONFORMING TO AAMA 711-07 ' o N _ THIS DETAIL ONLY APPLIES AT EXTERIOR n o 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS Q = N Z ABOVE THEM AND DOORS THAT HAVE A SECOND ui m w 3 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. co 0 J x: Q w Q 0 0 3 (n W T DOOR EXTERIOR WINDOW w N O tn _j = WATERPROOFING AT EXTERIOR � , J } �_5 EXTERIOR OPENING OR BEAM ExT_6 HEAD DRIP DETA L EXT-7 H EAD DRIP DETAIL °° EX1 1 C9ccwZ 3 LU N >0 3o D3 N.T.S. (�-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) cn ..s ,t w i � rU = 0 W W (n w � W(,� O i f ZLiJ �, m one. W �> U = Z W W Q U) Q a�. 0 � 0 �� Z cG Z z 0 0 IWQ- ? 0 W t3U) w16- Q ZO = O WZ En ti z OZ J E a (A O CL b C M Q LU (� I— 66 ce Z C7 d E _ CRS LU 03tZQ W Ln (' V W W (/1 W can- Lou0 ALU � Z i Lj z 0 M (9 Zce z W 5: I� LU W a= D z0 = to - Z = ` OFFICE G Q LU O � LL, ca F- U_ 0 w act UIR ; (n w O o U_ zSERIAL NUMBER Q U t- 0 1014.1 J SYMBOLS LEGEND --- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE rz INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and d Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA# 8344 SC:CA#3579 90 -0» -- : 4n STAT 00 3<S1.01 S1.01 .'%%�sslfl••......•'•��`�`a` M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - „� . ,i ,titt ,, IChristopher J Sabourin PE r FL PE#71461 I I N MONO FOOTING TO I I REVISIONS DATE I I I STEMWALL w/ 2-#5x30" _ I I S1.01 t DOWELS EPDXIED 6" MIN. ! 4 1.01 STAIRS BY x`. I - BUILDER S8 a1 0 DO ;;k I i -- I C 10 I [FIE LK. I I a0 ' S1.01 I __- 4 I I I co I I 51.01 I FIELD ALTERATION SA WCUT - - CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO `O I°- I �- I MAKING ANY STRUCTURAL FIELD \ MODIFICATIONS WHICH MAY VARY I ` FROM THE INTENT OF H ORIGIINAL I I CONSTRUCTION DOCUMENTS.ANY - - ao PAVERS ! I I S1.01 { N FIELD ALTERNATIONS MADE PRIOR TO SLIDING GLASS DOOR 113Y OTHERS �� I I 51'01 I 0 I 'I BEINA 90CIATE9OBY LOU MAY RESULT N O I I I FRAMES MUST BE RECESSED ADDITIONAL ENGINEERING OR y 4 CONCRETE SLAB w ( I E INSPECTION FEES. orn I � I il? SEE ARCHITECTURAL PLANS / I I j � I ; 1 I I 1714i. FIBERMESH @ 1.5 LBS/CU.YD. co I 4 I FOR LOCATON OF SLIDING OF CONCRETE OR 6x6 W1.4xW1.4 I I ; S1.01 I 88 GLASS DOORS. WWF ON 6MIL VAPOR BARRIER I 5'-6" 12'-4" I I S1.01 00 in I O 9 S1.b1 IN PREPARED GRADE.--\ I I I I 5 I S1.01S1. U I 4 �/ S1 I I - . k I o STAIRS BY L- I "> ! I M :, � - - - I - - - - - - - - - - - - - - - -�- LOV J BUILDER I Q Uj 3" - - - - - - - - '-- - - - - - -- - - - - - - -01 I v J 23'-7" 3_ 3 11Jr/ pp PROVIDE 2-#4x4'-0" STAIRS BY I h J % I 9 � I � _ CORNER LA�CMID-DEPTH. I BUILDER I Lij" ui S1.01 " !�.� AI U " { I -. - - - - - - - - - - - - - - - - - - - � 9 - - - - - - -fi- // - - - - '- - - - - - -� - - - - C Q J - S1.01 10 I I V O / / 5 I- S1.01 I z S1.01PAVERS LLJ x{ ti MONO FOOTING TOI 1BY OTHERS1 I oo M Ln - �:� _� __.� STEMWALL w/ 2-#5x30" S I I I W ' I PROVIDE SAW CUTS PER S101 I DOWELS EPDXIED 6" MIN. N 5/S1.01, BUILDER TO I - ��« �� i'� "� S1.01 COORDINATE WITH FINISH _ d 00 I FLOOR MATERIAL 76 W I ____ -_ - - - - -1 „ S1.01 �. O I '' I I Z MONO FOOTING TO I 1 S1.01 STEMWALL w/ 2-#5x30 - o � DOWELS EPDXIED 6" MIN. -- - 101 y*� - - - - - - - - - - - - I - - - - I I I � 1 1 1 S1.01 S1.01 S1.01 V-2" 5'_2„ 3'-0" 78,_0„ 8" 7P_0„ FOUNDATION go'-o" 2'-0" 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 PLAN PLAN NAME SCALE: 1/4" = 1'-0" CAPTIVA '- CARIBBEAN TYPE LENGTH WIDTH DEPTH BOTTOM BARS DESIGN/DRAWN/CHECKED F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. CS KM LAP F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. DATE F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. 03.13.17 F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. SCALE F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. AS NOTED F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. LPA No. 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE TOLL-17-00207 FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, CONTROL No. STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR c REFERENCE ONLY. �V//"''�� i�/ SHEET 3848 r 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. OFFICE 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED •O PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 4 OF 7 i MAP SHOWING PLOT PLAN OF j LOT 66 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA. CERTIFIED TO. TOLL BROTHERS, INC. ---^- DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (13.30)MIN. t, WERE TAKEN FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC DATED 05-15-14 °Fopos�° �o F0 .0 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 �• �' �� Oy�O(a�'G 9�P\ .�$p( QRQ��I R O IISGQl� 45 P �ao c � q � � �9 •ply pQ° /.� \F9 s. \\ X90 0• i lilt rr>, �o N 0 92J 6+ \ v� be 1 � 6 �O a. o DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN ALL PAVERS LOT 66 MODEL "CAPTIVA" ALL MEASUREMENTS ESTIMATED LOT SIZE 7,200± SQ. FT. TREE SCHEDULE FRONT 466± SQ. FT. DRIVEWAY TO R/W 320± SQ. FT. LOTS . FT. MINUS EASEMENTS/WETLANDS 6,750 BACK 308± SQ. FT. ENTRY WALK 43± SQ. FT. ACRES 6,750/43,560 0.16 APPROXIMATE SIDEWALK 240± SQ. FT. ACRES 40=REQUIRED TREE INCHES 6.4 BUILDERS SEMENT RIGHT—OF—WAY LENGTH 60.00 FT. THE R 'QUIRED NUMBER OF TREE INCHES WILL BE MET SIGNED: USING 2" DIAMETER TREES. NAMETOTAL IMPERVIOUS AREA 4,227± SQ. FT. 59% 70% Or REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, DATE:: TOTAL EASEMENT AREA 450± SQ. FT. WITH 0 MORE THAN 50% OF THE SAME SPECIES. 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 SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSOWU& FLORIDA 32157 - 904/279-OOBB - LICENSED LAND BUSINESS NO. 3857 FND. - F D egen C AIR CONDITIONER ESMY - MENT I. . - IDENTIFICATION _5 coNc - NU ETT (TRP.)- TYPICAL SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW UMENT P.R.M.- PERMANENT REFERENCE =4 - LP. . I PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY — I.R. - I ON ROD P.T. - POINT OF TANGENCY ,& TA ANGLE P.C.P.- PERMANENT CONTROL POINT CH — C ORD P.C. — POINT OF CURVE ALL A - C LENGTH - P.R.C.- POINT OF REVERSE CURVE AMERICAN R . IUS - P.C.C.— POINT OF COMPOUND CURVE SURVEYORS (CALCI) LLCULATED S.R.L. - BUILDING RESTRICTION UNE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL ((D)) ED F.P.&L- FLORIDA POWER&LIGHT JAMES D. HARRISON. JR., No. 2647 OF FLORIDA, (P) U.D.E - UNOBSTRUCTED DRAINAGE - MICHAEL A. GARRETT, No. 6643 - INC (R LINE EASEMENT V. - C:NTIER LINE NGVD - NATIONAL GEODETIC VERTICAL SCALE 1"s20' DATUM j .. R/W - GHT—OF—WAY NAW - NORTH AMERICAN VERTICIL DATUM _— P.I.WCE . POINT OF INTERSEC110N 9 ( - ESSFLOOR ELEVATION OW . EDGE OF WATER DATE 02-28-17 F GRID ED SU OR AN PER F.F.E..F.E. - FINISH ON TOB - TOP OF BANK F-.B. X DR, BY BRB DIR P:\2017\81622-154326-plotplan ORDER NO. 154326 FILE 81622 I rO7HE ear OF W NNOMMO,THE OEM DEQ ON nos DIUWM6 COWLS WH 7HE A"UCAKE NM MMMs CODE M MW AS OF DATE OF CEHIMM MUM L- February 6,2017 U �a C iD F CL rGun1r111E C .0,A.W.1 � � f�t�' a P y g $ '0 @ 9,67 t 8 , b + W z a � C) EDA ` ao zN Manuel Gonzalez, AIA O _ AR 96730 w Ce f- Ovan G. Drummond, AIA ce ZCe AR 96399 ca Sang Y b Lee, PE .y ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS 72328 W G & W 4 Abbrev. Description Abbrev. Description Abbrev. Description _ PARTIAL SECTION INTERIOR ELEVATION CARIBBEAN ELEVATION o p p DETAIL# - DETAIL# AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings ¢ w DRAWING # __ DRAWING # a v S W # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD GN1 GENERAL NOTES � a 00 = FIRST FLOOR 2813 a zit = iE & AND FRT. FRONT PWD. POWDER �" H 0 3 oz EQUAL FT. FEET PLW. PLYwooD BUILDING SECTION DETAIL CALL-OUT FOUNDATION PLAN o A ¢ 8 Uj i 2 Ce z @ AT FTG. FOOTING - - 11h,DETAIL# ( DETAIL# TOTAL LIVING AREA 28� 3 A1.81 FOUNDATION PLAN '"' U w O � o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING# --- DRAWING # A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS g O ABOVE RA RETURN AIR ABV 0 G� �- w COVERED ENTRY FLOOR P N 0 z 103LA ,.., AD]. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE WQ � ~ _ C, A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A2.81 FLOOR PLAN x Z COVERED LANAI 308 a o O zQ A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE ® SPANISH TILE A2.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS a A 0 R GROUND FAULT GARAGE(s) 625 w c R z AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING z W = o INTERRUPTER ® EXTERIOR ELEVATIONS A ¢ c`n ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS ® SIDING TOTAL 38 .9 A5.81 FRONT & SIDE ELEVATIONS �''*1 , a z ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED % A .1.81 REAR & SIDE ELEVAT10 , & ROOF SLOPE PLAN _ x � aE � x o cc o R & SH ROD & SHELF [ ] FRAME BEARING WALL ® BRICK A- 281 EXTERIOR ELEVATION DETAILS a w o _j B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL i-- z -' INTERIOR WALL = O '°� BD. BOARD HB HOSE BIBB 0 STUCCO FINISH BUILDING SECTIONS W W B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ S FT. SQUARE FEET (NON-BEARING) Q• Q A7.81 BUILDING SECTIONS oBOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE ® CMU MASONRY WALL EARTH U ,_, BR. BRICK HORIZ. HORIZONTAL SHT. SHEET DIFFUSER LAYOUT a 80 BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION M1.81 DIFFUSER LAYOUT `" 0 o N INSUL INSULATION SkiWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONEox Q CALCce. . CALCULATIONS INT. INTERIOR SL. SLIDERUJI F ELE RICAL LAYOUT W e m C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS 0 DROPPED SOFFIT PRE-CAST LINTEL) HEADER E1.81 ELECTRICAL LAYOUT C� ce 4 z 0 CL CENTER LINE S.P.F. SPRUCE PINE FIR Q o z LU CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT STANDARD NOTES & DETAILS 12 CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN CRITERIA ; D3 STANDARD NOTES & DETAILS pC Z w C.O. CLEAN OUT L LONG STL. STEEL ' 7 STANDARD NOTES & DETAILS W m ¢ > COL. COLUMN LAV LAVATORY STOR. STORAGE ONE STORY. FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 08 STANDARD NOTES & DETAILS = 0 :3 COMPRESSOR LDRY LAUNDRYLul COMP.o BUILDING TYPE: V - B t� F- 0 � CONC. CONCRETE LIN LINEN T TOP OUSE ELEVATION ABBREVIATIONS Q z O cin CONT. CONTINUOUS LT LAUNDRY TUB - TONGUE & GROOVE RISK CATEGORY: II F- w c TEMP. TEMPERED BR. FULL NAME ELEV. CODE Z I op O - DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 ( � F— op w � DB. DOOR BELL M.B. MASTER BATH _THK. THICK : ' M^ MANOR 03 UCe o DBL. DOUBLE MAX MAXIMUM T.O. TOP OF 5TH EDITION (2014) v�JIL. WILLIAMSBURG 07 U a. € Ce x_ C. MEDICINE CABINET Y.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION 20 4 RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 1 MPH _P;RO• __ PROVINCIAL o8 _ _ ` V _ Fal ( ) LU DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD 30 _.___ ___ A. CHATEAU 09 O o w z vi DET. DETAIL MIL. MILLIMETER N. TRANSOM F.B.C. 5TH EDITION (20 4) MECHANICAL NOMINAL DESIGN WIND SPEED 101 MPH VER, VERSAILLES 10 Q zcno (D a cn DIA. DIAMETER MIN. MINIMUM TYPICAL F.B.C. 5TH EDITION (20 4) PLUMBING EXPOSURE: B CLA• CLASSIC 18 W i co m W DIM. DIMENSION MIRK. MIRROR MED. MEDITERRANEAN 19 m o J F.B.C. 5TH EDITION (20 4) ENERGY ENCLOSED BUILDING INTERNAL - DN DOWN MLDG. MOLDING UC UNDER COUNTER ♦.18/-.18 VIE. TRA. TRADITIONAL 20 U og w W a �' 0 CONSERVATION PRESSURE COEF.: 0" -j .� I 3 o uWi DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED COU. COUNTRY MANOR 21 E—' W N f F.B.C. STH EDITION (20 4) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR W , o o R. HERITAGE 22 (D p '� w OTHERWISE `' °C LU S DS. DOWNSPOUT MT METAL THRESHOLD PLAN FOR ACTUAL PRESSURES: X ITv. N• CIMMARON 28 z ? �? E a cc co D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.B.C. 5TH EDITION (20 4) ACCESSIBILITY N. MISSION 30 '� i Co o 0 3 DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC C DE 2011 (NFPA 70) FEMA RULES & REGULATIONS cam'. CRAFTSMAN 31 F-- 3 o DWG. DRAWING V.T.R. VENT THROUGH ROOF L. SPANISH COLONIAL 32 Q N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADSLU o W z O.A. OVERALL R. BORDEAUX 33 w o z E EGRESS O.C. ON CENTER W WIDE THIS DRAWI G AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED 0. BROUGHAM 39 = z � O E.E. EACH END O.H. OVERHEAD W W/ WITH AND SEALED OR WHILE CURRENT CODE IS VALID N. RENAISSANCE 40 I VIENNA 41 m a z E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET < O 0 0 EL.ELEVATION OPNG. OPENING WD. WOOD > . 44 0 ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW TUSTUSCAN O I. J z ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET LS. CALAIS 46 cn a ITALIAN VILLA 58 o z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI 10C. PALM BEACH 80 W o POUNDS PER SQUARE UARE Ce En(n In EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH B. CARIBBEAN 81 Ce ;Z ;W FOOT OT 0 0 LU EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC T• COASTAL 82 oW FIN. FINISH FLOOR PSL PARELLEL STRAND LUMBER N W � FLR. FLOOR P.R. POWDER ROOM i 0 a w FND. FOUNDATION P.T. PRESSURE TREATED Ch zW = O In (n I.- lu:e gZoz 7�1 a (no 0b z z W 0 � a (n0LUUjZ Fy f 0Uj 3 M F-- W Li. Lou. b O IW i Ce Ln L OFFICE COPY Q W 3W i Z z REVIEWED FOR CODE COMPLI Z w W COMPLIANCE Q � w 3 m CITY OF ATLANTIC BEACH _ , G O _ REQUIREMENTS AND CONDITIONS ~ LJJ cU SEE PERMITS FOR ADDITIONAL U.J ia�ri pW W CO W REVIEWED BY: 0 �" 21-' DATE: �'�-.L.� U Ln Z _ F--� QV0O (.� SERIAL NUMBER. 1014.0 M E BWOF W IUWwMGF,nE DEM Dw=ORTHS DRAVMG CUES WTM THE APPMW Nm M KMDMG aooe M ffecrAs OF DATE aFnaw WW.- o GENERAL NOTES DOORS &WINDOWS PLUMBING NOTES MM U 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIE ILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OFT E BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Ci I FLO C DURING ERECTION. THIS INCLUDES, BUT IS OT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. a WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. eWHATEVER TEMPORARY BRACING,GUYS OR E-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE 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. EQUIPMENT, ETC. 3� el Got) p .i WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD A CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" f ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" R 967 , SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES , TEMPERED SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND , d `"' O LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. ED SOLID WOOD DOORS NOT LESS THAN 1/INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE Z z RESIDENTIAL FLOOR, UNLESSOTHERWISE INDICATED 40 PSF 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE O_ STEEL DOORS NOT LESS THAN 1/ INCHES (35 MM)THICK OR 20 MINUTE FIRE-RATED DOORS. BALCONIES/DECKS 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. a� 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE Ovan G. Drummond AIA Z � w STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS 6" DRAWINGS SHALL NOT BE SCALED. O E = ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ AR 96399 cwn w ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA = Z ao HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). AR 96730 p =1 SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION Sang-Yub Lee, PE O 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328 CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE Uj O STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE ■ °i z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE ■ M w = a APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL iu O REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED . w ' O 15 r-+ ALL REINFORCING BARS ASTM A615-60 60,000 PSI 1.4 a .. p p = ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD '4 E-y z = �- POLYPROPYLENE FIBERS FOR LABS ON GRADE MINIMUM 1.5 LBS. OF Q z FIBERS PER CUBIC YARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE "X" GYP. BOARD ON ALL H GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE O A g LU w (n -.4CONCRETE ASTM C90-01, STANDARD WE GHT UNITS, fm=1500 PSI MORTAR TYPE"S" 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. U w h o MASONRY CONCRETE GROUT 3000 PSI ONTINUOUS MASONRY INSPECTION IS REQUIRED ■ w o O O UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. O p STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD _ �- 0 z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY ■ ■ Fw-- = O SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. x Z - 6 3 WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) O 0 oC wz FRAMING: ROOF DECK: PLYWOOD C-C/C D, EXTERIOR, or OSB a A U (n � FLOOR SHEATHING: T&G A-C ROUP 1 APA RATED (48/24) GLASS BLOCK w z w z WALL S14EATHING: PLYWOOD -C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS A d a 3 a 2 O VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. p Q a A GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. Ga z w WOOD COLUMNS: PARALLAM .OE U.N.O. aG WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION a O $ p0 TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH w TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE ■ 9 ~ z a PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH ■ w `' O BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF a J STUCCO U g! sea WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO . LU O SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL U z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. ' `t oC a LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. Z I I Q TWOOD RUSSES: DEAD DESIGN LOADS: OUTDOOR KITCHENS DEAD LOAD: 20 PSF z ao ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE LOAD: 40 PSF Uj Z0 CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE ,a � o z¢ TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. w CL z w FOUNDATION/SITE PREPARATION: ANCHORAGE . Q METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. LU O O 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLESOIL BEARING PRESSURE OF 2,500 PSF, Q 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL - ua H W FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE LU OF AT LEAST 98%OF THE MODIFIED PROCTOR I 4AXIMUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ' C3 v ACCORDANCE WITH ASTM D-1557.TREAT ALL S IL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q ' Q a O oC W b OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND ga.w "" 2.THE OWNER SHALL RETAIN THE SERVICES OFA INDEPENDENT GEOTECHNICAL ENGINEER z z Z BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LRH SHALL BE TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO.ce q a 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN CIL ' LU � ; FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED LU s �� Z 0 _ AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. /8 INCH IN DIAMETER. O cii p 0 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS Q Z COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. Uj m °° w 3 g H.V.A.C. NOTES w Q p O THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: z 0 N TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION LU MOUNT ALL THERMOSTATS AT +4'-0"ABOVE FLOOR. O cn SECTION R318 PROTECTION AGAINST TERMITES � j w LU z TERMITE PROTECTION SHALL BE PROVIDED REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 1 � °C g (n >. PESTICIDES BAITING SYSTEMS AND PESTIC DES APPLIED TO WOOD OR OTHER APPROVED METHODS ALL INTERIOR&EXTERIOR MOUNTED HREQU . EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Q a m WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. 3 vi o OF TERMITE PROTECTION LABELED FOR USE PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. 0 j Z SECTION 202, REGISTERED TERMITICIDE). U ON COMPLETION OF THE APPLICATION OF THE TERMITE O 3 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES 3 w = DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ua z cn "THE BUILDING HAS RECEIVED A COMPLETE REATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR O g w cn TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. LU cn wO z DEPARTMENT OF AGRICULTURE AND CONSUM R SERVICES." -+ p w O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL jE z U NOTE: ELECTRICAL. CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. m ce c- Z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED p q w p OR BORA-CARE PRODUCT METHODS V UST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. Fw- a U APPROVAL DATA MUST BE ON FILE WIT H THE BUILDING DEPARTMENT. z Z = O 2) PRESSURE TREATED LUMBER THAT HA I BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO w Q PORTIONS OF WOOD ARE REQUIRED T BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE a p Z OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR"AND A TEST BUTTON WITH p BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" z 0 w FROM EDGE OF OPENINGS. Vin ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. a W ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 j UO LL. LU CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND I M Q = SHALL LOCATE METER AND PANEL AS REQUIRED. 'Q (nz VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. z O ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. in z (onALL EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, Z0 BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL 00 T�r �,Q" N 125-VOLT, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. " a THERE ARE NO EXCEPTIONS. WUj� 00 EDW = < 1— Lu �PE Lj O 00 Z cn _ ? -� w w3 � m (D LLI pF- � , W LU co .i ce Zm cWLU Ow Z � Q� OFFICE COPY :3o a � O z SERIAL. NUMBER 1014.1 roTHE BEST ofW=1111OW.THE MSM DIFI DONTHIS wimcc"MwmTIE~-4&E�mmeN+=M aooe u�effecrs a ash or��Below. 6. FOUNDATION NOTES February 6,2017 U SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS " m .a 2 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS a 3 EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT 01 Gon AWAY FROM HOUSE Q 4 PROVIDE 8"X 11/2" RECESS AT SLAB � 4 PERIMETER (TYP., U.N.O.) �, R 967 rf 5 ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE & . • �, o INDICATES FILLED CELL w/ 3000PSI no zz O CONC. FROM FTG. TO BEAM w/ (1)#5 Manuel Gonzalez, AIA N '� 0 REBAR TYP. ABOVE SLAB HOOK FTG. o ui � DOWELS 5" MINS EMBED w/ 25" EXT. Ovan GAD Drummond, AIA u ABOVE SLAB. (6--0" 0-C. MAX UNO) AR 96399 o w cco 8"x12" 45 DEGREE CONCRETE BLOCK Sang-Yub Lee, PE 0 FILLED CELL w/ (1)#5 VERTICAL DOWEL 72328 0 12"x12" CONCRETE BLOCK FILLED CELL oq N Uj W a w/ (2)#5 VERTICAL DOWELS d ,W?,, 0 8"x12 " CONCRETE BLOCK FILLED CELL w/ a a O S w (2)#5 VERTICAL DOWELS z = H 811x8"x8" 45 DEGREE CONCRETE BLOCK a H w a � ¢ E- 0 0 �+ FILLED CELL w/ (2)#5 VERTICAL DOWELS o Aui a g w z INDICATES DOOR OPENING OCu0 16 8 itoE rr; o d o � z a _ 8 x z . U cW/'� a o O � 2A 5A w z W = O .", A a A a 3a � }. z 14 x W A jEa � x o ce Q OO0 a $ � Za a � o w ohm 0 ' LU 0 Z cC U ce O _ Z O WW I ce ui Z m Q � i 3 O Z M € Uj LU U'i � W czW ma > O 1 i LLJ JF- a o � � pOtin F- t5 ) LU UjQ oEn NLU V zcn (n 0 0 W z co ca Ni W ; n Z Z O W HQQCD (A (� ui N o w W FRONT WALL OF GARAGE E-- wz � � Z Wj O ; o z c? �C ? f 1 °C cn >•- PROVIDE 1 1/2" D x 5" W 0 N Cie � 3 RECESS AT GARAGE DOOR W.W.M. PLF,CED IN UPPER F-- � � � 0 0 1/3 OF SLAB OR FIBERMESH Q PROVIDE 4 1/2" D x 8" W RECESS REINF. PER PLAN o w SLAB RECESS 1 1/ z IN SLAB LU W w z 1 g 1/8" (MI' .) SAWCUT x 1/4 OF _..W z v O BRICK PAVERS / W SLAB(TH CKNESS SEE / p >- 9 GAR. E FOUNDt.riON PLAN FOR LOCATION co cc z FIN. FLR. o a u, GARAGE O O W -> v DOOR p w J z _ a; ° SLAB w g LU c"n a RECESS U ce o (n o _ = - WALL PER z III--I I•I-- I I ce Ln En UCJ- �, 5 J . . • °' � PLAN a � 0 Z W .. ui SAWCUT JOINTS PER PLAN. JOIPTS SHALL BE CUT 4 (n w H TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, z o w AS CONCRETE ALLOWS WITHOU- RAVELING = O L € (n cn z 1-- ce U.. �d- � Z z 0 Z PLAN VIEW o � Z � jw a z 2 SECTI N @ GAR. DOOR 1 SAW CUT DETAIL ! U o 1 SCALE: 3/4" = 1'-0"ui A1.N SCALE: 3/8" _ ]'-0" wwz 'Z W c9UWU- W ( F— Q = us � � z W 3 m �i- Q OSD - ce- 0 � ' z QWmU OFFICE COPY O � O O c v r o SERIAL NUMBER 1014.0 M THE OW OF MY MMMU,THE DESM WWrW ON THS DRAW1103 C"1315 will THE ANtrARZ IIMM MIM CME IN 9"a AS OF DATE OF COUMMIN MILOW. February 6,2017 OF F CL I Gonz 90I_011 d § @ 10 3'-0" III-Oil 76'_011 9673 7k 1 All 4'-1011 51-911 28f-311 7'-6Y211 151-011 10 M U- 0 M B D 0 M A7.81 Manuel Gonzalez, AIA U) AR 96730 2: PRIVACY— IOO Ovan G. Drummond, AIA cc 0 A/C ILU WALL 0 U0 AR 96399 a- CC (�) I I (�)l COMPRESSOR J(A-� ce Z cc Sang-Yub Lee, PE 5 O U- 72328 OREF. Uj GAS W, SPACE ......... ..:::.::..:p6 RY. LU I DB[ OVE Fli --------- DRY=R LD 0 ob 0. h- 14 Z > ----------------- 6 x ca SPACE 10'-0" CLG. 01 6 o ca I IN 141-511 191-1 COOK OP 81-411 321-811 0-4 in 0 Jr 01 -4 Go 122" X 54" ATTIC 61 dM if AIR HANDLER 0 0 3:: 0 -of C) W/D C) I \X' 'I ACCESS W/ LU I M 0DBL. SINK 9 GO RMET KITCHEN 6" RECESSED _�_j 11 A R 01 BO io'-O" CLG. Uj BO DINING ROOM 8 9 > *41 i IN CLG. PULLDOWN STAIRS U �-j LU M v— 101-0" CLG. 2x6 WALL a 34 % bo .............. 0 i>u 0 00-3 1 D.W. 1 HALL F — — — — —— 1/2" HIGH ROUGH /--STEPS % o 0 E L---------i 10'-0" CLG. tp (4�) U- COVERED 0 12 <= 0 LANAI C) 10"x10" AIR MT L.Lj 04 0 JUMPER 6-4 j C) Iz I TWO CAR ----------------- io'-O" CLG. T-4 I I -- -- -- -- --- - - Uj 60 F — 0 LU 0.4 00 % b"La pMMUMULQw= q W) 0 U U) .w r-— — — — — 4 -- 7 izal GARAGE c Z �!,j R c 4 19--oll CLG. > ----------------- A 5 a 0 - 4 > 60 < 1 4 Z ce Z LU f-011 < X: 1 181-611 1-4 11 1 41-011 51-41f 121-4 11 1 AR.U. 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R & SH U.J 0d 12 FLAT SOFFIT @ cn b > --- — -1 LU oA F-4 9'-0" U.N.O. r-1 COVLKLL) r-1w — —— — — - —— 6 c) F— ca U => 0 1011 6 f (TYP.) ix. e if ----N�... 0 u, b 6'- 9 -411 9 11 ENTRY 140 T-0 8 2 .811 ill 81-61f 121-111 0 cc C) 121-011 CLG. U ce Uj W AW//& i U.1 U 0 1% -011 CD cl- 0 0 51 2'-4" 00 PWDR. RM W.I.C.— 0 LU U %-j MASTER 1-011 10'-0" CLG. 1 10'-0" CLG. U iE 10 BATHROOM 4'- 11" Al LU 0 tn 5 -011 131-611 C? 6 o (n 0 (D 0'-0" CLG. ZD X: < 9 7 U.) W o Uj cn ca oC 1 7 00 11 1-411 a, 1 4'-,10 201-611 %"7 T-8 9-11- % 81-711 31-611 051-41 T-8 \\J'-8-I 8 2'-6 121-111 F, Uj hp, 1 11 1 1 1 L 10 U 9 Uji V- I V I Uj MASTER TEMPERED GLASS 00 LU Ed -1 3 Fn BEDROOM 0 U) LU I (D BEDROOM 01 SHOWER ENCLOSURE Ln 1--i Ul) R & SH 1 f-811 00 10'-0" CLG. W 0 LU Z I - ce 10'-0"TO 10-8" 1(Z 5 ON TUB DECK 1, U-) I W.I.C. Cl Cie CO COFFERED CLG. 00 LU 00 ( BEDROOM610 RECESSED SHOWER 91 Iof-011 CLG. 20 ad LU0 10f-0" CLG 2 Nr -1 9 NICHE PM TO FIELD BATH 2 Al - LU a A L—— —— —— Ln in qj U) 0 Fn VEtff 9ZE AND- 10'-0" CLG. tn Uj 0 0 M: LU !,k LOCATION i V) 1 4 nLO UJ . . . . . . ko Z5 +HB 0 4 1 vi¢ `° OD OD OD SHOWEROE © C) GAS SEAT U J 2 TANKLESS W/H B RECESSED SHOWER tn Uj tn < tn W Uj -T- — @18" 1�7 NICHE, PM TO FIELD 003 in 0i ;s TEMPERED GLASS SHOWER A.F.F. VERIFY SIZE AND 0 ce. tn ENCLOSURE TO FIN. FLR. LOCATION c e 2 0. 0 LU 0 E! � � 271-10Y211 -�2 -3Y2 kf-3Y211 111.9/ll 51-411 6 61-811 8' �5 2fl 1-2-1 ED = 9 in Li 7 L' L) 1-011 If -011 1 13 =UJ 3 78'-0 7 .121-0., LU 1-- U- tn Z 0 LU 901-011 Ln LU iE Coe Z U- 0 = ;c 0 to T-i 1011- . tn 0 or 44z 0 M LU 0-4 0 U a < ul 0 x LU in LLJ W = 0 w V) 00 LLI LLJ 00 OFFICE COPY CD � --,z 1< M 12 Lcuo Uj �0FE LU iceFLOOR PLAN c- F- 0 LU 0 Uj 0 U45 ADDITIONAL NOTES, SCHEDULES, & DETAILS rB% .1.7. 1-0. LA! E)R ju'! 5 4- 7D D, 0 01 )'19 811 A� A N'Av"466- Uj ca Uj SCALE: 1/4" 1'-0" CARIBBEAN LU W 0 Ul tn Z 0 =1 CkN BE FOUND ON THE A2.N SHEET. U- 8 1 OR 0 -0 ar -------- SERIAL NUMBER 1014.0 HUUI I WNAL NOTES, SCHEDULES, & DETAILS LC ' UJ CAN BE F LU = 1 Uj FOUND ON THE A2.N SHEET. L , � WINDOW TAG WINDOW SCHEDULt: SERIAL NUMBER 1014.0 cy �- � (�;EWINDOW CALL-OUT `'" �— - TYPE R. O. SIZE REMARKS TYPE SIZE KCI"IMRMJ OFF p CL A SINGLE HUNG 3052 36 1/2" X 62 1/2" VINYL/ LOW E/ EGRESS 1 THERMA-TRU INSULATED 3'-0" "X 8'-0 " . A Al SINGLE HUNG 3014 36 1/2" X 16 1/2" VINYL/ LOW E ENTRY DOOR s' ` B SINGLE HUNG 3052 (2) 36 1/2" X 62 1/2" VINYL/ LOW E/ EGRESS 2 OVER HEAD GARAGE DOOR 8'-0" X 8'-0" NON-INSULATED RAISED PANEL k C SINGLE HUNG 3040 361/2" X 48 1/2" VINYL/ LOW E STEEL DESIGNER , 73 ` D FIXED GLASS 2020 24 1/2" X 241/2" VINYL/ LOW E/TEMPERED 3 POCKETED SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED U_ E FIXED GLASS 2816 32 1/2" X 18 1/2" VINYL/ LOW E 4 DOOR 2'-8" X 8'-0" SELF CLOSING, SOLID WOOD NOT LESS THAN 00 F FIXED GLASS 4052 1 48 1/2" X 62 1/2" 1 VINYL/ LOW E 1-3/8" / OR 20 MINUTE FIRE-RATED Manuel Gonzalez, AIA C) UJ 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" AR 96730 Ovan G. Drummond, AIA ELU n ,,, O 6 HOLLOW CORE DOOR 2 _ � 4 X 81-011 AR 96399 = a ceSang-Yub Lee, PE o Z J 7 HOLLOW CORE DOOR 2'-611 X 81-011 72328 U_ w 8 HOLLOW CORE DOOR 2'-8" " X 8'-0 00 ': o a 9 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" �, M w UJ ca 0 10 GLASS SHOWER DOOR 2'-0" X 6'-8" a TEMPERED � d W � � a v o O 1 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" p, a H o012 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" O A d g o cnU w a OWO 8 � o INSULATION SCHEDULE tp d 03 x 3 U LOCATION TYPE R-VALUE U.N.O. a o O w Cie w z CEILING @ LIVING AREA FIBERGLASS 38 0-4 A V (nW a z 2 z EXTERIOR WD. FRAME WALLS FIBERGLASS 196 a d a d A 3 R. z WALLS TO LIVING AREA FIBERGLASS 11 ' � x = Hce a, = Za � O ce O R !H ViLU En m i E ceUZ Q04 O ZOw W Uj 4 eCce V LVm� r . �ZOZ Lu U ; LU [ LLU � a � w caaa > _ ( LU off _ LU Q z � � cn H > Q OO z ; E- 4 m � j 0 V o LL' o 0 V �- Q oC cwt Q _ V wmU V owzvi Q (n O c9 W Q W Z ocaUj � V 9 Q T-I i Z = � ui 3 u7 cn 0 V) W ui O W Q 21- ce CO , 1 Z W w LLA zn1 .- � 00 C € i V ...,...,....... € Uj qj Z (n W D fps U) = Z U O C , LLJ G mC�C0- MPP D < W O Z J Z N LU 0 I -- w (n � W � o ~ u wUQdp � NWLLJ S z 0 LULn (n zZZU_ J C) En 0� z z Ujp zLU 0 _ cn to ce. LLJ LU in U3 cl 5c ° W W Z V o O ■`.� aw3zl T cn � m ooLU co 0 � � _ o LU o z m OFFICE COPY 0 M. � Ln ZM a U to o SERIAL NUMBER 1014.0 'MTM NWOFNrai MMW,nMoMW=W ounn _ e- ELEVATION NOTES �"�` �'� �"' - MOM �f�,S0FMW0FMme. February 6,2017 V PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM . FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR CL 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 0 e OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION TOP OF RIDGE $° ' O "CORAL-LIGHT" OR EQUAL PRE-FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER ' R 963. 0 ` MANUFACTURER SPECS. U.N.O. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE �2. , 0 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND 6 18 RECESS z z INSTALLED AS PER MANUFACTURER SPECS. I I O . . O I TRIM WORK FINISHES SHALL WRAP ALL OPENINGS Manuel Gonzalez, AIA z � = 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ROOFING PER o .: ` - - - - - - - - - - - - - - - - - - � AR 96730 LU ce I' OPENING CONTRACT� TYP. Ovan G. Drummond, AIA Sang-Yub Lee, PE LU METAL WORK IN INTERIOR AND EXTERIOR RAILINGS � AR 96399 o ca z J 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON 1 ' """ o ALUMINUM 5.2.8 •."' .� "-.'-' ":` " •.. \�-" . ' "" FLASHING 72328 w ~ 0 3 z THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, : ; 00 w w a 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE TOP OF HEEL _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - j v, M MIS Q; � o ARCHITECT/DESIGNER - - - - - - - - - -.- . - - - - - - - - - - - - !5 -S w THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING \ 14 0.1 z = -4jE WITH THE SUB-CONTRACTOR/ MANUFACTURER AND Q 8. THE ARCHITECT/DESIGNER IN WHICH ALL w 17 3 � 3 � ~ " ." '. . .. - - - - - - - - CLG. @GARAGE s o �. ce cn ARCHITECTURAL APPLICATIONS WILL BE COORDINATED : w 00 U o "' o AND APPROVED PRIOR TO INSTALLATION 5.2.8 I y • to o ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING = _ I : I _ 2 8 9. c o z HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. - .2 8 _ V _ I FI x y � 3 co a I - °" UJ z I• a o O w 2 vai I � I --f. •... _7 � w z v1 a cac o FIN. FL. = - _ - _ _ - _ _ - - _- FIN. 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V/ O o Uj 0 Z M 4 O VI NW a - - - - - - a o � } - PRIVACY WALL w LU W ri Z Q W M r t r5 CAS 528 aILU w3 � IQ N � U Z z 0 O 0 � E C Z Ln w312 °W° = � Q 000 R GHT ELEVATION i-- � ZceUj o w m v SCALE: 1/4" = 1'-0" CARIBBEAN oC _ o � � 1.4 z J rA7S-PHALT SHINGLE ROOFINice I U_ Ul) M Q � � o FR AL NUMBER 1014.0 M TIE BEgr OF W WMMW,THE DEM DEF M ON THS DRAWIN COMPUES WITH 7K APKrABLE NMDW OWE M SM7 AS OF DAN OF MenTRIMMM EMM February 8,2017 0 0 CL co Gon A 6� @ — — — — — — — — — — — — — — — — — — — R 9673 I A, ak 0 U- b-4 0 Z op, 0 ............... ROOFING PER SCD CONTRACT, TYP. Manuel Gonzalez, AIA g w LU 0 - - - - - - - - - - - - - - - - - - - -- AR 96730 L U I Ovan G. Drummond, AIA th LU 0 ex. WAR 96399 co i Sang-Yub Lee, PE U- 72328 M 0 Z LU U LU 0 0 TOP OF HEEL .4 2!: =3zo - - - P-[-A — - - — - - — - - — - - TE� 0 LU W4 13 rA S. ce U Zj Uj 0 iu' 0 tp 03 A A V, C:) CX LUto 0-4 W R u) Z C> Y. -< -A I I . I ..'. I........... 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U Uj 0 (n (n 0 U < 1--s Z En NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO ULI Uj BE CALCULATED AT 1/300 PROVIDED THAT 40-50%OF THE co 00 co Uj REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LU Uj U 9 tu LOCATEDWTHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS uj 3r.: (n VJ En ce 0 (n _j LU F- CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF LU 0 . LU Z ;5 FE THE REQOIRED VENTILATION BY EAVE OR CORNICE VENTS. ce cn >- ce CO Ce LU �1- 4% 0 > 0 0 cc LU LU pWZ Uj -------- cn UJ in 3Z M ! UJ 0 tn 1 UUJ co uJ 0 C) TOP OF HEEL 1:2 — - - — - - — -- — - - 0 — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - TOP OF PLATE t- 03 ch -1 Uj < cn ce UJ • th 0 0 U3 th W Uj 1 -4 0 ED r* U) UJ U— CD El 0 U- vj r*4 0 79-P 0 LU r- 7 0 U Z ce UoC- C> Z 0 a to b C) 00 M Uj 0 90 < a LU 0 Uj •0 FN. FL. — 7 .7- 7 Ld 0 0 M LU UA U- W LU 1- 0 --------- ce LU M LU 4 LU 0 Z 0 5.2.8 Uj TYP. OFFICE COPY 0 LU 1-4 ca LLJ LU t; LUI < 0 2!-0LEFT EL VATIONX: LU cez J if L to no yj SCALE: 1/4" 0 CARIBBEAN NOTE F BE CALCULATED IRI FF M: Uj ASPHALT SHINGLE ROOFING M -1 11! ::10 U- U R 0 Q� , SERIAL NUMBER 1014.0 L mTHE earOFNrlQavnmGE,TIE DESIGN DEPl Wanes DRAWING ODNNE3 retH nt APPLICAD E MINDW INJUMN CODE IN 6#ECrAs OF DM OF CHOUMVION 11I.M. February 6,2017 V wO O CL00 p a , ael Gon O RADIANT BARRIER, TYP. , 967 d, U_ PRE-ENGINEERED TRUSSES " ED 0 ;Z DESIGNED BY TRUSS zMANUFACTURER Manuel Gonzalez, AIA X x: Y.x,: Ovan G. Drummond, AIA O s EE SHEET A2.N FOR AR 96730 En a '� INSULATION SCHEDULE AR 96399 Zm Sang-Yub Lee, PE , O J y J r';' f i X' 7 t J.Y; Y J' - 7 \ z 1. Y i.. }, y ..i fY Y"X..Y 1 Y >ax XY I X/.cX-'J,2 7232v W O n. p00 .� h W Q " oo eN m � � O - w ; ,'/ a powI a 4/4 W U w O W O aj? off 1 . ! uj i m GOURMET GREAT x Q z W Z KITCHEN / i ROP ; a � E _ — - OATi ..... k.-......... ...x•r....,.1.j ..:......:. ....:.,z. .#.,,:... .., ...x. t., :f.. ..r,�. ....: N. .. �k.._�:.#.. .,k ..,.# # ��kv#�� c0 clC 4 a U) ABINETRY &APPLIANCES zZ LL a a ccw ARE FOR REFERENCE ONLY p O p a W_ Z Q - '49 9 O O 0. O W o COK`A�BUILDING ECTION Q U O p o A7,81 SCALE: 1/4" = 1'-0" CARIBBEAN Qcwc W ' d' Z � oQ UUj LA QU-1 LU Lr- LU O >- w W m ¢ > 1 Uj Q o� wN Q Q moo LO z � ca 0w UJ 0-4 U I O ? CL �- O �..� < Q LU Co = U LU U U f puwiONU' Q ; a Z W m °W° uiQca w Q G p I U LU ; n 3 w E RADIANT BARRIER, TYP. F---1 N r N 5cn -3w z (9 Z ' c Z C7 W Z W O ' O cc g cn >_ PRE-ENGINEERED TRUSSES N zM � Z DESIGNED BY TRUSS Y o f 003.. MANUFACTURER I'— ; 3 w O 'Q ; U E L p g w (.n —_--- Uj U) Uj _, .. v _,. mi 1_ .. ,;- r- .:- _ , ., ,. 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February 6,2017 V X J A 1 Go -a L a � �y.+qy ' 6 i': 967 Sr rr 0 m � O D P M u-. Manuel Gonzalez, AIA O a o COAR 96730 COMPRESSOR Ovan G. Drummond, AIA `CNA UJ Sang-Yub Lee, PE AR 96399 M O E H 72328 Ly cc w ca U- 0 ORv, M W ' Q w z - — -- - - � ----___ ___ - - __- - ------ - ------------------------------ ---------- - _W Z m - -- o► ---- _ _ W o 10" X 10" AIR00 z i JUMPER o ® ® ® LAUNDRY -- - d � o GOURMET x z O W = o DINING ROOM KITCHEN r _ TWO CAR w z A � fA 3 0 - GARAGE W Uj � z d o .H. �u z W luf A o LU W W ...... . . ........ oC ; � COVERED _ __ ___ __ 0 2uj PANTRY �, LANAI 1 Uj 0 W Q a j Uj STUDY Q I In O cn z W L Ln i a W i ' GREAT ROOM cS m Z �z W j Q w r __ . _ i , : W1 1 dZWUj Z f —; Uj moi/ Uj _ H =:r z o --- --- ---- - - - -- - - --- --- - - HALL FOYER �„� �" Q Q � b - - - - -- - - - - -- LU z V Uj U W a l Opp _ CC ..... _ . ._ _.. d0 .......... 0 l Q W m ` COVERED FE ENTRY ¢ � z - �, Uce jcno ca j ._. m y _ MASTER uj BATHROOM Z = O w ' . 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DUPLEX RECEPTACLE (220 VOLT) ' O � SINGLE FLOOR RECEPTACLE ' t 967 a a j DUPLEX FLOOR RECEPTACLE o � 0U_ SWITCHED FLOOR RECEPTACLEED 0 z zO Manuel Gonzalez, AIA 0 gg QUADRAPLEX FLOOR RECEPTACLE w 'me: F GFI GROUND FAULT INTERRUPTER AR 96730 LU m WP WEATHERPROOF GROUND Ovan G. Drummond, AIA AR 96399 Sang-Yub Lee, PE "' 0 EP ELECTRIC PANEL 72328 W ~ VP VAPOR PROOF � 3z o w a ® RECESS INCAND. (EYEBALL) FIXTURE DC A mo SINGLE FLOOD - WALL MOUNTED 14 � W 00 DOUBLE FLOOD - WALL MOUNTED WIRING FOR d N z FUTURE POOL W 3 0 S SINGLE FLOOD - SOFFIT MOUNTED GAS COOKTOP UNDER WP o a c > cc WP CABINET GFI E.M. FOR V w '^ Jo w DOUBLE FLOOD - SOFFIT MOUNTED GFI FOR HOOD VENT i>uLAIGHTING HB "- IRRIGATION C3 -____-- ---___-- _ _.- _.-_-_ _ .___ _._.-_..___ --____------_-_ _ _ _ .__-_--- -- ------ -----_.--__. ___ __-----___----____-- ----- ----------___-- -- _______-- _ _..__ _____-- -_�. -:_. --- --- ____<; _ __ .. _-_-_-- 8 N HUNG -- ---- _ , CEILING U ............_ .. 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WD. o J � � QUIRED TOP PLATE COMPLIANT WITH FBC-R HEADER , SEE FRAMING w ¢ o o PLAN FOR SIZE AND DEPTH Z Z = w 2x SYP. #2 WD. STUDS t1! r.. 3 U) w ( MIN. 7/8" STUCCO (3 @ 16" O.C. TYP. w Al w z 6 PE COATS) ON GALV. w 4 g cn m SELF FURRING FELT REFER TO WALL INSULATION ce ELEV. FO (SEE ENERGY CALCS. 6 o z O > z BACKED METAL LATH VERHAN ) 0 3 2x SYP. #2 WD. HEADER iclos Z STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE o w zPAPER BACK LATHE W/ cn w o Z CONTINUOUS VENTING NAILED LU — _ u 0 TO TRUSS TAILS AND A TYPICAL SCHEDULED WINDOW SCHEDULED WINDOW I E STUCCO FINISH (SEE FLOOR PLAN) (SEE FLOOR PLAN) oocaMPP w a > v EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON z z = z BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION N ; a OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) LU ¢ GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION a o 0 AND SHEATHING AND SHEATHING ' 2x SYP. #2 WD. STUDS Q ! ` o�c w APPLY A LIGHT COAT OF @ 16" O.C., TYP. 2x SYP. #2 WD. STUDS @ 16 O.C., TYP. Z APPLY A LIGHT COAT OF 0 0 � LU CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE LU 3c ;9 0 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS (n W WATER RESISTANT BARRIER WATER RESISTANT BARRIER z o w �IACKED LAYERS REQUIRED: PAPER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER r CONNECT WALL TO FOUNDATION Q = o METAL LATH & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS Zce o z POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP Z g z o Z OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE a cn 0 SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE cza o z WEEP SCREED FINISHED BASE MOULDING FINISHED BASE MOULDING a 00 a ^ Z r MAIN FLOOR WEEP SCREED � w X0'0 a MAIN FLOORW > ELEV 0 -0 _ Z A ELEV 0 -0 z LU 00 4 p UJ CO V ! 4 jLU Ln C> a 0 = I I 4" CONC SLAB W/ I G 4�� CONC SLAB W/ 0 V) H VAPOR BARRIER I _ d" s VAPOR BARRIER -np (> �. to z = Z z SEE FOUNDATION C'? z p ui PLAN FOR SIZE AND SEE FOUNDATION M Q 02 LU ZTYPE OF FOOTING PLAN FOR SIZE D 0 O L EXTERIOR WALL TYPE OF FOOTING _ a Zce 1 SECTION WITH WINDOW 2 TWO—STORY WALL SECTION -e ' � Oo D7 _ _ , LU SCALE: 3/4 - 1'-0" D7 z SERIAL NUMBER 1014.1 SCALE: 3/4 - 1 -0 / 4 TO TME OW OF MT ATIOWIEDOE,THE DES M DEPICTED ON THIS DAAWW COMPLIES WITH TME APP WAKE NDDMUM EDILLIM ODDE IM Ma AS OF DATE OF CEETMT1011 BELOW. SET MIRROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5° FROM INSIDE CORNER DRYER VENT (TYPICAL) a GAS PIPE (TYPICAL) 4 FOR GAS DRYER ONLY a = 1 Gore O COUNTERTOPS ; o ne U DRYER VENT (TYPICAL) ' _ °C Q GAS PIPE TYPICAL 36 HIGH X _ 0° (TYPICAL) R 9673 LU (VANITY-5") MIRROR M o FOR GAS DRYER ONLY , C:) OUTLET BOX _ `� CO F 1/4" MIRROR DRYER VENT BOX- D R z CENTER SIDEWAYS ATTACH PER MFR. w M V IN BACKSPLASH DD DD 1/2" RECESS O Ovan G. Drummond, AIA INSTRUCTIONS DRYER VENT BOX- AR 96399 w _ FOR MIRROR ATTACH PER MFR. Manuel Gonzalez, AIA cnWO - CL Ce- 2X4 HALF WALL ❑ ❑ INSTRUCTIONS AR 96730 o w con CD 2" MIRROR TRIM O P.T. SILL PLATE N P.T. SILL PLATE Sang-Yub Lee, PE U_ O (IF SLAB ON GRADE) (IF SLAB ON GRADE) 72328 U o CABINET ■ " o w a VANITY MIRROR INSTALLATION INSTRUCTIONS: ■ ,WCO WITH PEDESTAL " o S 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. a a W a 00 2. AT 3ATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: aci MIICORN-R. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BO&O HAVE KNOCK OUTS FOR TOP, o A 4ui O NOTE: BRACKETS RE UIRED IF BOTTOM OR REAR VENT LOCATIONS. Go 8 `" 3. UPN INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED ' I w O COUNTERTOP CANTILEVERS MORE THAN 10" 1 ( ■ o w o BEFO ,E REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM ," ► 8 i2ulp o lII LENGTHS PER MANUVACTURER S SPECIFICATIONS. -- cn o 1 z + - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. d ■ W = o DRYER VENTM MASTER BATH MIRROR WOOD TRIM DETAIL (,`NT 3 X FOR DRY R N Y o oINT KITCHEN HALF WALL DETAIL NIT_2 Wzy Z w a N D$ SCALE: 1/2" = 1'-0" (INT-1) �$ SCALE: 1/2" = 1'-0" (INT-1) �$ " _ " A SCALE: 1/2 - 1 0 (INT-3) � `_' z W 2 Z A Q 2 3 } c0'-n TILE OR STONE ON 1/2" COMPARE a z ,u HARDI BACKER BOARD MANUFACTURERS A o OVER 4" EXT. PLYWOOD DIM OF TUB & x o 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION �' ■ O z a TO CONTRACT SPECIFICATIONS) ■ w N O O ce WALL TILE 0 0Uj R, . FLOOR PLAN, VARIES - SEE PLANS IA_ w o 2X BLOCKING BETWEEN VARIES BY MWEL ' a z STUDS (3 WALLS) 1 ROW 0 TILE 0 00 U) z 2X4 @ 16" O.C. e �... VINYL LINER (3 WALLS) EXTENDED 5" o C SHELF I m UP WALLS o (1) CERAMIC CORNER z z o o SHELF AT 48" A.F.F. 2X4 LEDGER o z } FLOOR TILE _ (� Q 100% SILICONE SEALANT BETWEEN U_ 0° a Wa TILE BACKER AND WET BED ,mow, T+ X x DROP IN TUB X m a > FLOOR TILE Uj > 2" SHOWER DRAIN + 2-2X4 THRESHOLD W 2X4 CRIPPLES Uj O J - Q FLOODSTOP00 p ZA TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER °C THRESHOLD WHEN IN CONTACT TUB AS REQ. BY Q WALL TILE W/ CONC. MANUFACTURER'S.LU Z o ADJUSTABLE GAUGE COAT WETBED PLAN '6,, z > Z a o z SHOWER DRAINcelLU CL W m LINER SET IN SEALANT @ FR-33 DROP I N TUB D'ETAI L LU o N _ 2 SHOWER DRAIN FLANGE OVER ROOFING FELT W z cn NOTE: D8 z = � z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL ASSHOWER ELEVATION SCALE: 3/4" = 1'-0" (FR-33) Q w z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS LUMBING ACCESORIES. REFER TO m °�° u MARBLE TILE OPTIONS ARE SELECTED. ARCHITE 7URAL PLANS BY MODEL.Ld S W Z INT-4 SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR �� P��O J a gLn m D$ SCALE: 3/4" = 1'-0" (INT-4) D8 SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO ,1�0; Q c c9 cc w BOTTOM OF FLOOR JOISTS. z , 3 N oin ui = LLJ END POST TO PENETRATE o � w (n SUBFLOOR. LU It U W (nWOZ z W FACE NAIL END POST TO m a Z BLOCKING. a o 2x BLOCKING BETWEEN z z = FLOOR TRUSS AGAINST w a a END POST. Ce LU a o p WSUB FLOOR. / Q oc ui W VQLLJ Z O W W /moi' �� ' ~�\ \�\� r'' may uiLUO Q i �, '/ ' . '�': NAILS(TYP) w o z FLOOR TRUSS. ', / CZS U3Uzu` W (n C) zW o w � W aw3 � ' O ra zr � Z co j G Z = � a W FR 34 HALF WALL TIE-IN DETAIL � � � � L_u Ina LU w z � D$ N.T.S. FR-34 Q o ' Cn O Uj QU00 ( ) � SERIAL NUMBER 1014.1 3 DESIGN SPECIFICATIONS USP CONNECTORS 0.131X3" TOE NAILS WINDOW SILL SCHEDULE 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILING: ROUGH DROPPED HEAD MINIMUM ENOWE DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: '-O" MIN. SPLICE LENGTH 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES PSF CONNECTOR ASTENERS FL CODE 2x10, 2x12 (7) NAILS FASTEN ALL TOP PLATES OPENING OR SILL PLATES FASTENER EACH END 0.131x3" END NAILS: " / (16) 0.131x3" NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF # 9 LVL, 11" LVL = (7� NAILS TOGETHER w (3) ROWS VENLY SPACED c 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ¢ TRIBUTARY INTERIOR EDGE STRIP (PSF): +16.3 (2) ® 2x4, 14" LVL, 16" LVL = NAILS OF .131x3 D1 12" O.C. STAGGERED. c 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) GARAGE USP A35 450 450 (9)10d 1' 2" ZONE (PSF) a' = 4'-6" DOOR -17 9 (4) ® 2x8. c 8'-4" (3)2x4 SYP #2 0)A34 + (4)12d TOE NAILS DESIGN LOADS: ACTUAL AND UNIFORM +18,2 -19,8 +18.2 -24.4 (8'x7') USP RT7 585 495 (5)8d EA. END O SYP#2 ; RROOF � 10 2 CAR USP RTBA 775 650 (5)10 x1'/Z" EA. END SYP#2 DBL. HEADER, c 12'-0" (3)2x5 SYP #2 (1)A35 + (4)12d TOE NAILS ,,:. TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX. TOP 'LATE PER PLAN 4'-0"rMIN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 (7)10 x1'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I`" Lou P o n t I o a n d TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)1 dx1'/2" EA. END ALL WALL STUDS.. S TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +16.5 -17.0 +15.5 -19.0 (1 6'x7') SEE 5/S0.0 Associates, Inc. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)10 EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL RAISCD BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)1 d EA. END - --- HEADER ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING 420 Osceola Avenue DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 1/2"0 ROD TO FTG. 3. USE SYP#2 FOR ALL 1 FASTENED w/ 3-0.131"x3" lax. Beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 DROPPED (6)10 TO HEADER HEADERS HEADER EA. END TYPICAL. Ph.242-0908 Fax.241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 5 SHEATHING MAY EXTEND 2" 0.75" MAX ANY CASE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 /e"� ROD TO FTG. 4. ALL WALLS SHALL BE I I - ---- PAST BLOCKING- WINDOW FL:CA# 8344 SC:CA#3579 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 5/,"o ROD TO FTG. BALLOON FRAMED FULL I I _____= ARCHED ATTACHMENTS MUST SYP#2 HEADER, WIND LOADING: s HEIGHT TO ROOF OR FLOOR L-- ----J TRANSOM ANCHOR INTO 2x MATERIAL. • LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 /8"o ROD w/ (12)16d FASTEN LOWER STUD PER PLANS ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A BEARING ELEVATION, U.O.N. ON OPTION 5 PERMANENT TRUSS MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF USP PAU66 2535 /e"b ROD w/ (12)16d PLAN. � TO TALLER STUD w/ SEE RIGHT JACK AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/ "x2-'/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF 12" O.C. WINDOW SILL SEE SEE PLAN "�� i�, 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 �� ''� ♦ $No RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS FULL HEIGHT ANCHOR �5.*to �•+ �,,+ BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. WALLS TO CONCRETE SLAB FOR SILL SIZE AND 130 MPH AT INTERIOR WALLS TYPICAL SOLE � •• +* BASIC WIND SPEED (ASCE 7-10) ---------- w/10d MASONRY CUT NAILS 0 TYPICALLY %" FULL PLATE NAIUNG•_ CONNECTION EACH AT TWO STORY CONDITIONS, •• , _-------------- a a HEIGHT THREADED END g - o WINDOW SILL SEE PROVIDE SOLID BLOCKING .` : NQ IMPORTANCE FACTOR 1.00 • -24- UPLIFT 0.131x3' TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL " -' CONNECTOR FASTENERS FL# CODE ANCHORSFOUNDATI°ATPLAN SHEARWALLSNAL RODS 6'-0" O,C, (3) 2x4, UPPER STUDS LEVEL POSTS & JACK = * - 4 MEAN ROOF HEIGHT ---------------- 20.0 FT v i i a �I�°�k- SYP SPF ROOF PITCH ------------------` 7/12 I I -� / (4) 2x6, S v A35 450 450 12-8dx ' 2" 10446.4 5 0 2x8• SDWC15600 SCREW ©:•STAT •:Q r o BUILDING CATEGORY ---------------- II ' BLOCKING ONLY REQUIRED SEE 8/S0.0 ki � •••<0 ��:, N o H2.5T 600 520 5-8d A. END 11478.3 AT SHEARWALLS AND PT. SYP 2 IRT c+� EXPOSURE CATEGORY --------------- B 4- DENOTES EDGE STRIP. # F� •...,.",. �. r- SEE C & C CHART HTS16 t150 1085 16-10d EA. END 10456.6 STUCCO FINISH SOLE PLATE �i ENCLOSURE CLASSIFICATION ------------ENCLOSED °I` SEE PLAN FORS D SIZE 'yiwy INTERNAL PRESSURE COEFFICIENT -- t 18 �c I ABOVE FOR 'a DIMENSION MTS72 1000 860 7-10dx '/2" EA. END 10456.3 AND O.C. PACING. III[ A I AL xli � A A ''"�N+n,uu,++t""�`� -------- • WALL SHEATHING v I I v HTS20 t450 1245 24-10 x1'/z" EA. END 13872.3 IN SEE DETAIL 1/50.1 ° <�. n. •<CONTINU US •'< ' -- -"� MSTA24 1765 1270 9-10d A. END 13872.4 WITHIN FLOOR SYSTEM FOR SPLICING °" FOUNDATION SEE PLAN +_ a .' s a 4 Christopher I S a b o u r i n PE MATERIAL SPECIFICATIONS ` T IS ABOVE. 16d COMMONS OPTIONS 12 ' * WHERE POS 1 2 FL P E#714 61 MSTA36 2050 1870 13-10d EA. END 13872.8 ® 8" O.C. MAX. MIN. SOLE PLATE ANCHOR: � --� o r--- � WALL FRAMING AT WALL FRAMING AT HARDWARE AND ANCHORS: 18-16d TO TRUSS/BEAM FLOOR SHEATHING, I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HTT4 3480 3080 11496.2 gd ® 3" SEE SPECIFICATIO ^� REVISIONS DATE ANCHOR BOLTS dt THREADED R00: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] �'� �a'� 1-5/e" ROD TO FTG. � I PLA BREAK ASTM A 307 OR ASTM F 1554 GRADE 36. BUILDER MAY CHOOSE EITHER THE DROPPED WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-16 TO TRUSS/BEAM I HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT HTT5 5250 4670 11496.2 ------- I I DROPPED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-5/8" R00 TO FTG. I I I 2 TYPICAL WALL FRAMING METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d 0 HEADER EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 I I I RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Q& BE RESPONSIBLE 4-10d O JOIST I ( I S0.0 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR I I I I Xz"x6" SIMPSON TITEN HD SOLE PLAM ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4" 14-16d TO HEADER __ -j w/3X3x0.229" WASHER SEE � SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 10531.36 L---- __j � HUD DOWN LARGER THAN REBAR SIX AND /e" LARGER THAN THREADED ROD SIZE. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d 0 JOIST SCHEDULE FOR SPACING (U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL SEE 1/SO.1 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/8"o RDD EPDXIED 6" MIN 10849.6 SEE 5/S .0 BUTT JOIN' DOCUMENTS. TOP PLATE (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/."0 R D EPDXIED 6" MIN 10849.6 " EPDXY: ITW RED HEAD A7 LIMITS OF STRUCT(J4_ ENGINEERING DESIGN RESPONSIBILITIES: BLOCKING ONLY REQUIRED 2" 2 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSO EPDXY-TIE 11506.4 AT SHEARWALLS AND WALL SHEATHING FIELD ALTERATION STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TO STUD BEAM POST STUCCO FINISH SEE DETAIL 1 SO.1 WELDED WARE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND / / / CONTRACTOR SHALL CONTACT LOU LTT208 1675 1675 11496.3 FOR SPLICING PONTIGO a ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2" ROD TO FTG. OPTIONS RATED SHEATHING, MAKING ANY STRUCTURAL FIELD 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 R BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT J¢" THREADED ROD1'-0' 1Yz" SHEATHING FROM THE INTENT OF THE ORIGINAL ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING EPDXIED 4"w/3X3x0.229" PT. SYP#2 CONSTRUCTION DOCUMENTS.ANY k MAX• MIN FIELD ALTERNATIONS MADE PRIOR TO TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL GENERAL NOTES E CONSTRUCTION SPECIFICATIONS TIGO FOR SPACING I BEING ASSOCIAPPROVATES MAY RESULTOU IN CONTINUOUS EDGE w BLOCKING TO UPPER INTERIOR BEARING SOLE ATE BREAK E ASSOCIATES MAY RESULT IN TOP PLATE WALL: SEE SCHEDULE WHERE REQUIRED BY ADDITIONAL ENGINEERING OR FLOOR SHEATHING SPECIFICATIONS FOR STUD SIZE EPDXY ANCHOR TITEN HD GENERAL NOTES. INSPECTION FEES. AND O.C. SPACING. OPT10N ANCHOR OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON ED 6" O.C. EDGE & FIELD WALL SHEATHING TO SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE ROOF SHEATHING SPECIFICATIONS: SUPPORTED EDGES, 15}I NGLE- MIN. '/je", 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. THIN 4'-0" OF ROOF EDGE). SEE DETAILS SEE DETAILS RAISE )�" FROM ANCHOR EXT. WALL SHEARW LLS WASHER EMBEDMENT EDGE GENERAL NOTES 8d � 3" BOTTOM OF SOLE SPACING SPACING SPEC, DEPTH DISTANCE 7 ON S1.01 ON S1.01 7 L J - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK �L 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). - - -_- - - - PLAN AND FASTEN TITEN HD 42" 24" 3x3x0.229" 4" 2" F - {� r I- , w/8d ® 3 O.C. EXAMPLE OF UNSUPPORTED EPDXY 42" 24" 3x3x0.229" 4" 2 (UNBLOCKED) PANEL EDGE .. METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS ® 6" Q.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 (TYPICAL) WALL SHEATHING SPEGIFlGATIONS: ( ° ' r I MAS 42" 24" N/A N/A N/A _ I I I I I I NOTES: Ln o FLEXIBLE FINISH MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" O.C.,,f-DGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM LATE TO UPPER TOP PLATE. I I I 4 I I I NAILING T INTERMEDIATE `� • FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJ ENT TO 0 ATE L--------J L--------J L-------J CORNERS AND PLATE BREAKS AND KING STUDS. _ `• SUPPORT IS 6" O.C. MAX. ' ROOF 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. (UON) TRUSSES, OR W MASONRY SPECIFICATIONS: MULTY STORY r-r2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION r7 FLOOR JOISTS. Q SINGLE STORY MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530 -05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 8 DAY COMPRESSIVE STRENGTH OF " „ , „ 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3'X3 XY4' PLATE WASHER, A 3'X3 X/8 W/ 1'/,."0 ROUND CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. �` STEEL WASHER MAY BE USED. 1 TYP. WALL SECTIONS 3 SOLE PLATE ANCHOR DETAIL & SCHEDULE ° 4 ROOF AND FLOOR SHEATHING NAILING CONCRETE MASONRY UNITS (CMU): - 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, *TH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). GROUT ALL ELLS CONTAINING VERTICAL S0.0 SCALE: 3/4" = 1'-0" W REINFORCEMENT IN 5'-0 MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE$ IASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0'. _ . :s.. z MASONRY STEMWAL S:_ ALL CONCRETE MASONRY UNITS SHALL BE � A OF�AST1 . E"'FACIE N-1 HOLLOW CONCRETE+MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE 1'/2" VA" 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 HALL BE REINFORCED FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFOR"G AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) FLAW OF 10d 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 *AILS 0 8" O.C. 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 . STAGGERED O SIMPSONBEAM. `r • ' 2x4 BLOCKING CLAY MASONRY (BRICK): SDWC15600 3 PLY BEAM. • N • N 024" O.C. FASTEN BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF 2x4 MEMBERS: EACH END w/3-10d � < Uj FRAMING (1) ROW OF 10d TOENAILS CONCRETE SPECIFICATIONS: PLAN FOR EXTENQ SHEATHING VERT. (4) ROWS 12d NAILS 0 4" O.C. � M ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 300 PSI AT 28 DAYS DETAILS TO TOP OF TRUSS AS SHOWN. 4 (4 1 O O.C. W CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING AT SIDE. 2x6 MEMBERS: AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE (2) ROW OF 1O STUD BELOW GENERAL NOTES: (3) ROWS 12d - SPECIFICATIONS BELOW. 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 Q FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT I RECOMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING ROOF TRUSSES. 2 & 3 PLY BEAMS WALL INTERSECTION J ORTHOGONAL VIEW SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT 2x4 OR 2x6 QOST 2x8 .OST OF CORNER CONDITIONS SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN �' LU FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE (3)ROWS OF 5" z FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING, LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK TRUSSLAK F 6�4" DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 ENGINEERED WOOD ENGINEERED WOOD SEE ROOF FASTENERS 0 24"o.c FASTENERS 0 24"o.c UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 048" O.C. OR ROD CHAIRS. FRAMING SIMPSON AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCINGWHERE PERMITTED, SHALL BE 48 PLAN FOR SDWC15600 � WALL INTERSECTION BAR DIAMETERS DETAILS SHE THING MAY SEE ROOF N ITI S CONDITIONS TERMINATE AT SIMPSON I CONCRETE SLABS ON GRADE: SIMPSON SDWC15600 FRAMING 3-PLY 4-PLY NOTES: TOP OF DBL.. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN. COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS O O TERMITES. SA_WCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. SEE NOTE 1 TOP PLATE. DETAILS 14" LVL AND GREATER 2. �-- DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE ( j WOOD FRAMING SPECIFICATIONS: 5" < HEEL < 1'-O" A NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED `./ ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR HEEL < 5 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. H2.5T MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY PRE-ENGINEERED WOOD TRUSSES: AT TOP PLATE TO STUD, SPACE 0 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 ISI STALLED AT ALL TRUSSES AS s 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.O SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. S0. KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. SDWC SCREW TOP PLATE TO,HEADER FASTENING: 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 TOP PLATE TO HEADER FASTENING,: 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 AST E1514 AND BE INSTALLED ENDS OR OPENINGS LESS FASTENING: CRITERIA ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. THAN 4'-6" FOR GABLE ENDS. SEE DETAIL EN RIGHT. NOT REQUIRED KING STUD TO TOP PLATE: t FOR GABLE ENDS. SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: AND WATERPROOFING: NOT REQUIRED AT GABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL EN RIGHT. NOT REQUIRED FOR GABLE ENDS. GENE[,�L THAN 4'-6" I �l I�\ WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS PLATE TO HEADER: NOTES KING & JACK KING & JACK SDWC SCREW 0 MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL STUDS SEE PLAN STUDS SEE PLAN 24" O.C. TYPE LINTEL DIMENSION MIN. BRIG. MAX. SPAN ® ® BUILT-UP POST IN THE WALL (2)124 TOE HEAD OR SILL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS ® 12" STAG. NAILS E.E. PLATES SEE Do NOT SCALE DIMENSIONS FROM L31/2 x3'/2 X'/4 4" 6'-0" GABLE X-BRACE, SEE DETAIL 10/SO.1 HEAD Q$ SILL THESE DRAWINGS.IFA DIMENSION 5 (MIN) SCHEDULE 2X6 WALL UNCLEAR REFER TO THE TOP PLATE, LAPS INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS t t PLATES SEE ARCHITECTURAL DRAWINGS OR L4x3/2"x/4 6" 8'-0" 2 2x8 1 2 HEADER SIZE, JACK AND KING STUD 'SCHEDULE DESIGNATES SHEARWALL. THE ( ) / QUANTITY. ROUGH OPN'G, SEE ARCH CONTACT THE E.O.R. DBL TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS � � _�__� ___ HIDDEN UNE DESIGNATES SIDE OF HEAD 4$ SILL KING STUD TO FRAMING BELOW: TRUSS TO PLATE: L5x3/2"x/4 6" 10'-0" - WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dx%* ROU OPN'G, SEE ARCH SDWC SCREW RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL ® 6" " SW TO BE APPLIED. 8d O 3/6 SCHEDULE NAILS EACH END. STRAP PLAN NAME L6x3/2"x/4 6" 12'-0 NAWNG: / KING STUD TO BOTTOM PLATE CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3" ATTACHMENT CAN BE INTERIOR OR L7x3'/2 x' 4 6" 16'-0" ad®3" s" O.C. EDGE & s" D.C. 'IN THE CONNECTON: SIMPSON rCAPTVA - CARIBBEAN " / ROUGH OPN'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 DESIGN/DRAWN/CHECKED 1. STEEL LINTELS TO BE MINIMAL 36" SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR PLATE TO HEADER: CS KM LAP CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK ADJ - ADJACENT LG Lon SPECIFIED. NOT REQUIRED AT JACK TRUSSES LESS RESISTANT COATING OF EPDXY BASED VENEER 9 SDWC SCREW GABLE ENDS OR 2-STORY 24" O.C. JOIST TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. � I BM - BEAM MANUF - Manufacture THAN 8' OR OPENINGS LESS - - DATE RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS WEATHER BOT - BOTTOM MON - Monolithic WALLS THAN 3'-6" 2X4 WALL 0 03.13.17 BARRIER BRG - BEARING OC On Center JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN TED N SHOULD CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HEADER FASTENING SECTION �_ SCALE BE LATERALLY SUPPORTED NOT TO I DBL - DOUBLE PERF - Perpendicular ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: 0 AS NOTED SCREWS INTO HEADER PROVIDE A '/2' LINTEL EA - EACH PSF Pounds per Square Foot CS18 STRAP W/6-10DX1J¢" LPA No. CONT. HEADER, TWO PIECES FACE NAIL 16dO 16" O.C. @ EDGE ATTACHMENT rn VERTICAL SLOTTED HOLE FOR SCREW. EE - EACH END PSI Pounds per Square Inch ° NAILS EACH END. STRAP ATTACHMENT CAN BE TOLL-17-00207 SEE NOTE 2 CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT PRESSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT Quick Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: /� CONTROL No. STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REIN - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE w/8-10d COMMONS GABLE ENDS OR 0 SOLE PLATE TO JOIST/BLOCKING FACE NAIL AT LOWER LEVEL HEADERS FLASHING FBC - FLORIDA BUILDING CODE SF Square Foot 3848 (16d ® 16") GUN NAIL ® 8" TIES ® 12" O.C.. (FOR 110mph HEADER, STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY JACK TRUSSES LESS �U BRICK LINTEL, FDN - FOUNDATION SPF -Spruce Pine Fur SINGLE STORY MULTI STORY `< SHEET WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN p HOLD DOWN IS SPECIFIED TIS N SLE S NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN FT - FOOT SYP - Southern Yellow Pine (STACKED WINDOWS TI 4 � �CR ODE COMPLIANCE „ SEE SCHEDULE FTG - FOOTING THR - Through ` 3 x0.131"0 = GUN NAILS 2 x0.113 W = RINK SHANK 12" OF OPENINGS. PROVIDES/ "W WEEP gh UNSTAGED WINDOWS CITY OF BEACH 1e HDR - HEADER TYP Typical 8 TYPICAL HEADER STRAPPING SO.0 2"x0.113"0 = 6d 2'/2"x0.131"0 = 8d HOLES ® 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION - Unless Otherwise Noted 3"x0.148"0 = 10d 31/2"x0.162"0 = 16d FLASHING. OF BRICK LINTEL LBS - POUNDS VER - Vertical S0.0 1'/2"x0.148"0 = 10dx1'/2" 1'/2"x0.131"0 = 8dx1'/2" WWF - welded were Fabric REQUIREMENTS AND CONDITIONS SHEET 1 OF 7 REVIEWED BY: DATE: �'/" '7•/7 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER 4 EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d 0 4" O.C. WALL SHEATHING STUD WALL FRAMING PLATE w/ 10d ® 3" O.0 8d COMMON WIRE NAILS W/ 2X SOLID AT NG SHEATHING EDGE , TO BLOCKING 0 3" O.C. 7 6" 1 c DBL. TOP MAX NOTCH HEADER PLATE � BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. BLOCKING ONLY REQUIRED 1 �/ Lou P o n t i g o and AT SHEARWALLS AND TRUSS. ATTACH AT EACH WALL Associates, Inc. STUCCO FINISH P RCH SHEATHING, � STUD w/ 3-16 NAILS AT EA. 5-8d COMPORCH EACH SIDE S E SPECIFICATIONSEK I °.i HEADER, FRAMING INTERSECTION. (MIN. OF BLOW 8-GUN NAILS 16d COMMONS OF SPLICE 16d COMMONS 2x4 SYP#2 HORIZ. BRACING 0 I ••' SEE PLAN. 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue 0 8" O.C. SHEATHING SPLICE 0 8" O.C. 24" O.C. BETWEEN OUTER WALL HEADER & SUPPORT FULL HEIGHT lax. Beach, Florida 32250 & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. j�(2)MSTA24 ANCHOR OR DTT2Z Ph. 242-0908 Fax. 241-9557 CONT. RIBBON CONT. RIBBON 8d COM 0 EACH END w/ 3-0.131x3" NAILS TO WALL I STRAPS MIN. (2)2x4 WOOD PERPENDICULAR HOLD DOWN AT P RPFNDICULAR TRUSS BOARD (TYP) BOARD (TYP) 3" O.C. (TYP) TO WALL BASE OF POST BELOW. & (HEADER. DETAIL B FL:CA# 8344 SC:CA#3579 TO WALL EACH SIDE FLOOR OPTION A SHEATHING FLOOR FLOOR OF SPLICE TRUSS TRUSSES TRUSSES 24" 16 GUAGE POST BASE: OR JOIST. OR JOIST. 2x4 SYP#2 I STRAP w/11- BE oW 24" 16 GUAGE 4x4 POST.ABU44 6x6 POST:ABU66 STUD WALL FRAMING SHEATHING SPLICE DIAGONAL 10dx1)¢" EA. END STRAP w/11- AT SHEATHING EDGE A J. w 2x SOLID BLOCKING FASTEN EA. DOUBLE TOP PLATE LSTA12 FOLDED OVER TOP \ ,, •r! 10dx1Xt" EA. END 8d COMMON WIRE NAILS ' •txrIV +� END w ( � PLATE w 5-10d NAILS • 3'4" OSB or PLYWOOD 3-10d COMMONS I - PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C. N ••.4' / PORCH HEADER, SLAB 6" HEADER NAILS INTO BEAM. SPACE / 1 CZ"•••+•} •; y' o MAX 48" O.C. OMIT IF WALL IVO RIM BOARD Y4` ---- SEE PLAN TSt 6 SHEATHING IS INSTALLED ROOF TRUSS SHORTER THAN WALL FRAMING FLOOR SYSTEM. ALIGN CEILING WALL FRAMING TRAPS MSTA24 ROD . WALL FRAMING VERTICAL JOINTS WITH LINE ON FACE OF BEAM PERPENDICULA SHEATHING SPLICE INSTALL FLOOR TO STRAPS EPDXIED 6" MIN OR JOIST \ - FOTRUSS CONNECTION _ .• * rn WALL SHEATHING a i .© r, JOINTS PLAN VIEW Of ELEVATION VIEW OF .• STAT c FLOOR STRAPPING PER 8-GUN ,. SEE DETAIL B ABOVE + • wQy� -- BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 P PORCH HEADER PORCH HEADER NAILS CONTINUOUS 2x6 SYP#2 ', �`�+•. ORI '`� �. m AT POST AT POST LEDGER FASTEN WITH %y, �f' •••""••• \\ AT SHEARWALLS AND EACH SIDE AT CORNE FULL HEIGHT 5-0.131x3" EA. STUD. ��i s/O STUCCO FINISH OF SPLICE ANCHOR OR DTT2Z �i„ JtIA�E •�.�� OPTION 1 OPTION 2 �'nnrnnanwaaa OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN AT MIN. (2)2x4 WOOD 1/2" GYPSUM (WATER PR_ ) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS OR OPEN B TO PORCH HEADER. DETAIL A Ch r i s t o p h e r I S a b o u r i n P E NOTE 1: 1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. 3/8" (OR GREATER) OSB PLYWOOD, w/ $d COMMON NAILS 0 6" O.C. EDGE AND FIELD 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED F L P E#71 4 61 FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPICAL PORCH FRAMING DETAILS 3 TYPICAL PORCH BEAM CONNECTION 4 WALL AD). TO ROOF CONNECTION lE0 S0.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 SO. AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/So.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE \ IF TRUSS REACTION EXCEEDS ROOF TRUSS. 2300Ibs PROVIDE CRIPPLE STUDS ❑ DIRECTLY BENEATH TRUSS ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS A 2-SIMPSON H2.5T. � B FIELD ALTERATION BOT. CHORD w/ 0.131x3" 0 3" O.C. II A II I _ I A A FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF - -------- ---------- PONT GO 8 ASSOCIATES PRIOR TO 2x4 SYP#2 CATS AT 12" ROOF TRUSS. TRUSS. _ _________ __________ O.C. FASTENED TO TOP SDWC 15600 CONTRACTOR SHALL CONTACT LOU 11'/4" SHEATHING FASTENED TO PLATE TE ED TO 1x3" ® 32" O.C. I I IF-1 I 11 I I MAKING ANY STRUCTURAL FIELD COMMON. MAX. TOP PLATE w/ 10d 0 3" O.C. SCREWS MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL SHEARWALL CONSTRUCTION DOCUMENTS.SMADEPR ANY 2x SYP#2 CONT. ATTACH 16' MAX. OSB WALL B D FIELD ALTERNATIONS MADE PRIOR TO FASTEN CATS EACH END w SHEATHING B C C D D D BEING APPROVED BY LOU PONT�aO a / TO TOP PLATE AND TRUSS C C ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 3-0.131x3" COMMON TOE NAILS w/ 0.131x3" 0 3" O.C. EDGE OF 2x MAY OVERHANG TOP PLATE. SHEARWALL-// INSPECTION FEES. C C SHEARWALL OR SHEARWALL EXTERIOR WALL SdO �� 6�, SW Sd@3"f 6" ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE G P RFO TED AR SEGMENTED SHEARWALL STRAP KING POST To STRAP KING POST TO POST BELOW WITH 2 EIGHT POST BELOW WITH 2-CS16 QA - TO LOWER STUDS QA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT 7 Z ANCHORS ARE NOT USED '/,," OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d 04"O.C. SW 8d03 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED TRUSS. FLOOR END '§TUDS TO FOUtr xncisi ETD STUDS TO FOUNDATION TO NAILER w/ (1) Row Sd 2x4 SPF#2 CONTINUOUS TRUSS. (B� ® HEADER DOWN CONNECTION HEADER UP CONNECTIONU 0 0 3" O.C. FASTEN TO TOP '<%'��% SW 8d03 6: HTT5 OR HDU5 SW 8d03/6: HTT5 OR HDU5 i LEDGER FASTENED PLATE w/ (2) ROWS t 7 " OSB i%< TRUSS WEBS WIT © PLATE AN04M � PLATE ANCHORS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR � r n OF 8d 0 3" O.C. BLOCKING „ AE w/3-0.131x3" SEE SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.0 CALL OUT CALL OUT V I PANNEL f FLOOR COMMON. 1. Al ROOF TRUSS, A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" O.C. Uj 2x4 SPF / % "' FRAMING CON TRACTOR MAY SHEARWALL NOTES SYP#2 2x4 NAILER FASTENED ALL AROUND j i CHOOSE A,B,C,D, OR G. 1. PROVIDE %" OSB SHEATHING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN B SEE PLAN ( ^ W Q TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. C (1)MSTA24 STRAPS C (2)CS16 STRAPS V J (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. PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF 2 STUD Sk EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FLILL HGT THREADED ROD SEE I?LAk D FULL HGT THREADED ROD SEE PLAN 00 SHEARWALL. COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. $ OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) ce j ' SW-2 SHEARWALL OR _ 5-16d NAILS EXTERIOR WALL TRUSSES. Uj ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIORS .JO ROOF OR FLOOR TRUSSES PER 5/50.1 I I ' ALTERNATE F 3. USE ALTERNATE W E & F FOR FLOOR 4. INSTALL INTERIOR FOOTI G BELOW SHEARWALL PER DETAILS ON S1.0 6 TYPICAL S EARWALL ELEVATION W� 7 HEADER TIE OWI�t 5 SHEARWALL ATTACHMENT AT ROOF Et FLOORSS ATTACHMENJ_j z S0.1 PROVIDE SOLID BLO KING WI HIN FLOOR SYSTEM AT SW END POSTS. OTED S0.1 THIS DETAIL .ONLY APPLIES WEN NOTED ON PLAN O W 8d COMMON NAILS 4-12d TO 2x4 SYP#2 OUTLOOKERS MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. M ROOF NAILS (TY .) SINGLE 9BACING NATES AND SPECIFICATiANS W TRUSS BRACING QALL BRACING LUMBER SHOWN, EXEPT AT 3" O.C.(TYP) TRUSS 0 24" O.C. FOR T-BRACE SHALL BE 1x4 SYP#3 :D 2x4 BLOCKING. FASTEN OR BETTER OR 2x4 SPF#2 OR BETTER. EACH END w/3-10d H3 H2.5T HURRICANE CLIP 0 EA. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. R (LION) AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW Q w/ 4-12d NAILS AT EACH RAFTER. 6-10d (1)DIAGONAL BRACE PER ROOF SHEATHING COMMONS (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT OVERFRAME RAFTERS, SEE PLAN. TO BACKSIDE OF WEB. I•I THE WEB OF THE BRACED TRUSS, PER ( t ' LI DELEGATED TRUSS ENGINEER. O W 2X6 I( 3.)PERMANENT PERMANENT BRACING Z 1 ANGLE BRACING APPLIED TO j I WHERE NOTED ON TRUSS MFR. SHOP ROOF TRUSS ROOF TRUSS 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 II PROVIDE 1x4 SYP#3 OR BETTER W # THESE STRAPS BOTTOM CHORD BRACING 1..1..1 TO EACH STUD, PER ATTACH TO EACH STUD, [ AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2X4 T-BRACE. ONLY WALL SHEATHING UP T-BRACE FASTENED TO I°I PERPENDICULAR TO TRUSS BOTTOM SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 WHEN E OMITTED REQUIRED FOR BRACE /7' GABLE END TRUSS. WEB w/ 12d 0 6"O.C. II CHORDS AND ATTACHED TO EACH BLOCKING RAFTER LENGTH LENGTHS > 8-0". A-SINGLE LEDGER B-DOUBLE LEDGER ALT, TO BOTH H3 ABOVE FASTEN w 10d COMMONS T-BRACE TO BE THE I•I TRUS WITH 2-8d COMMON NAILS. AT SAME SIZE, SPECIES, PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" / 2X4 #2 SYP BLOCK 0 EACH • AND GRADE AS WEB II GABLE END WALLS PROVIDE DIAGONALS VERTICAL 0 6" ON-CENTER CONTINUOUS LATERAL BRACING, SEE I•I AT END WALLS PROVIDE DIAGONALS O VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND ` TO BE BRACED. APPROXIMATELY 45� 0 REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS 0-775 2x6 w/ 5-0.131x3" 1850-2345 2x8 w/ 6-'/4"0x6" SDS SCREWS LOCATION. LE MORE THAN (L BRACE I I ( ) TO THE 776-1250 2x8 w/ 8-0.131x3" 2346-3125 2x12 w/ 8-'/4"0x6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRAC I'I ADJACENT EXTERIOR PERPENDICULAR � ( 1 127 -1 2 0 2x10 / 10-0.131x3" BLOCK TO DBL TOP AS SHOWN. I I WALL BETWEEN EACH LINE N BRACING v TO FORM A ZIGZAG PATTERN ALL PLT W/ 2-H2.5T CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w/ 12-0.131x3" PROVIDE SOLD SPF#2 BLOCKING AT PANEL JOINTS ADJACENT to MATERIAL. THIS REQROOFS.T IS NOT LEDGER A_NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. I NECESSARY AT HIP ROOFS. ALSO I 0.131x3" TOE NAILS ® 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS BOTTOM CHORD BRACING PROVIDE THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE I BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. 8-10d LSTA12 0 48" O.C. 9B DBL TOP PLT LINE OF BOTTOM CHORD BRACING AT A X-BRACE w/ 2-16d INTO BOTTOM COMMONS I MAXIMUM SPACING OF 20 FEET. TYPICAL CHORD OF EA. TRUSS. TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 0 36" O.C. OMIT IF WHEN $ LEDGER CONNECTION wF�l s DECK LEDGER AT OVERFRAME RAFTERS ,o GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN „ PERMANENT TRUSS BRACING FRAMING S0.1 SCALE: 3/4" = 1'-0" /'� OTEo 501 TRUSS TO LEDGER CONNECTION BY TRUSS 0 S0.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. S0.1 NOTES: 1. SPACE GABLE END BRACING 0 4'-6" MAX. MIN 2 PLY STUD MIN 2 PLY STUD OFFICE COPY DETAILS ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STIS IN LIEU OF 2 STUDS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS T� TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM WASHERS [Yti ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- OD O FO OVER TOP PLATE (2)MSTA24 STRAPS . . 0.131x3" GUN 0.131x3" GUN NAILS ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR NAILS (2)MTS12 FULL HT. HDU5. FASTEN (2)MTS12 DOUBLE SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d o SOLE FULL HT. ANCHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-lOd COMONS TOP PLATE. DO NOT SCALE DIMENSIONS FROM UPLIFT PLATE ANCHOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE SIMPSON DTT2Z DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE w/8- 4"x1Y2" THESE DRAWINGS.IF A DIMENSION IS PLATE SEE PLAN _ TOP PLATE, PROVIDE A 2"x 2"x X" STEEL WASHER. WALL STUD a FASTEN WITH A NUT AND ALLOW AT LEAST 3 SDS SCREWS UNCLEAR REFER TO THE OR POST. THREADS To EXTEND ABOVE TIGHTENED NUT. (TYP.) FU L HEIGHT •o SIMPSON FULL HEIGHT (2)H2.5T (2)H2.5T ARCHITECTURAL DRAWINGS OR MINIMUM 2 PLY LTT20B THREADED ROD CONTACT THE E.O.R. FULL HEIGHT -- _-_ ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM STUD YZ" THREADED R WITHIN 6" OF MINIMUM PLAN NAME THREADED ROD 1`' ___ PROVIDE A HOLE IN THE PLATE %* LARGER THAN THE EPDXIED 4" MIN GIRDER (SEE PLAN) 2 PLY AT 2ND STORY SEE PLAN W ELEVATION ( DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD 2 PLY AT 2ND STORY " THREADED Ysx6" TITEN HD STUD STUDS PROVIDE STUD CAPTIVA - CARIBBEAN SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ROD EPDXIED )2" THREADED ROD14L t 2 CS18 STRAPS O O (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5" MIN EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED STEEL COUPLER ' WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE AT BASE OF STUDS x6" TITEN HD (FLOOR TO FLOOR © FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER ) CS KM LAP (OPTIONAL, LOCATE ANCHOR (FLOOR TO FLOOR) AS NEEDED) IN HOLE. RODS MAY BE SLANTED FROM TRUE �" RODS - THD37634RC (�"x63'4") MINIMUM AT SILL PLATE AT TOP RLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET T AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. � 2 FLY HOLD DOWN SEE PLA DATE THE MIT AgoW THE UPPENDST PLATE SHALL BE SIMPSON DTT2Z STUD %" ROD = DTT2Z 03.13.17 FULL HEIGHT ANCHOR INSTALLATION CHART SEdlFM O� THE WASHER TO A SNUG-TIGHT SDS SCREWS" HTT5 " ROD = HTT5 SCALE ` FLOOR �� PWS ��W 1lMiN � A �� BUILT-UP POST, BUILT-UP POST, FRAMING VRENW (APPRO)IWIAT&Y 30 FT.-M OF TOWA )• SEE PLAN. SEE PLAN. AS NOTED THREADED A C OD E F o1E 70 S�fN(AGE AND COMPREsstall GF 81 FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE 00NMACTM SHALL RE-TIGHTEN NUT TO 30 THREADED ROD - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-M OF TGRQUE AFTER ALL 1RAOES ARE LPA No. SEE PLAN PER PLAN. 3/8 'A.0 'A"0 2x2x'/e" 4" 4" 2' 3' �TE � I" TO ��• TOLL-17-00207 EMBEDMENT 5/$ 3;"0 3/4"0 3x3x'/4" 7.5' 12" 2X1" 3- EPDXY ANCHORING: ALL THREADED RODS SHALL BE HTT5 or HDU5 DTT2Z :; LT720B CONTROL No. DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 DEPTH O MONO STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE �� FULL HEIGHT TR CONVENTIONAL 3848 FULL HEIGHT ANCHOR REQUIREMENTS 1 FULL HEIGHT ROD V FULL HEIGHT ROD WALL SECTION THREADED ROD INSTALLATION CHART 3 �I sI-IFFY /8 FULL HEIGHT ROD ALTERNATE HOLD DOWN ATTACHMENT DETAIL w SOJ ,2 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 13 ATTACHMENT 14 FULL HEIGHT THREADED ROD 15 1s GIRDER / BEAM STRAPPING S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S0.1 S0.1 ALTERNATE S0.1 0SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN SHEET Z OF OVERLAP SIDEWALL TOP PLATE 9N. CRIPPLE GARAGE STUD HEADER ALWAYS PLACE GOAL POST. FASTEN TO STUD GARAGE HEADER, GARAGE HEADER, ROOF SHEATHING PER HEADER AT PACK WITH 2—ROWS OF 16d SEE PLAN SEE PLAN CONSTRUCTION SPECs TOP OF ROUGH RING SHANK NAILS 0 12" Q.C. Lou P o n t i g o a n d OPENING 1106 COMMONS 1/2"x10" S.S LAG BOLT 2)20ga STRAPS Associates, Inc. HEADER TO JACK ATTACH GARAGE DOOR THRU (2)2x6 KING STUDS HTT5 W UPRIGHT BUCK DIRECTLY INTO 420 Osceola Avenue / STUD PACK, PER GARAGE DOOR SPLICE 2x6 x 4'-6" P.T. SYP NO.2 2x6 SPF#2 RAFTERS (2)2x6 JACK STUDS " THREADED ROD SUPPLIER (2)MSTA24 EXPOSED RAFTER TAIL TO EACH ROOF O 24"o.c Jax. beach, Florida 32250 TRUSS 0 24" O.C. 2x6 SYP#2 LEDGER ` EPDXIED 12" 2 MSTA24 w/2-1/4 x6 SDS H2.5T Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 0 HTTS w/ rl{ (2)2x STUD CORNER " THREADED ROD '' 6x6 POST 2x4 P.T. SYP No.2SCREWS ® 16 4 EPDXIED 12" a s o o a a a %� BLOCKING/CLOSURE—1TOE NAILS.S. 4R PN ALWAYS PLACE gyp• DOWN TO REQUIRED DEPTH P.T. SOLE PLATE PRE—ENGINEERED "I' HEADER AT � . WOOD BEAM PER PLAN GARAGE SOLE PLATE HTT5 w/ TOP OF ROUGH WOOD ROOF TRUSSES. � t FLOOR OPENING �. ,,, � ANCHOR " THREADED ROD 12d COMMON 8x6 POST SEE PLAN WIRE NAILS �� (2)H2.5T ar ,Y�1� EPDXIED 12 ® 4" O.C. \ �,• �� IW .i• SOLE PLATE STAGGERED 4x4 HORIZONTAL LEG Q� • ANCHOR THICKENED SLAB EDGE GARAGE WING WALL SECTION s 3-10d TOENAILS %"xB" LAG SCREW V'•, •';� EACH SIDE _ N0. ABU66 w a8 RECESSED N A AT GARAGE OPENING. THREADED ROD THREADED OD UPLIFT 4x4 DIAGONAL "• STAT a EPDXIED 12" EPDXIED 12" CONNECTOR >< NOTES: MIN. MIN. 3� 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. THICKENED SLAB EDGE AT %%S" LAG SCREW 6�� ••••�� .•'•��•~` M GARAGE OPENING. TOP PLATE RECESSED ��'o�Fs'S,••OR4•• SIAL E GARAGE WING WALL ELEVATION V-4" 4x4 VERTICAL '�J� Christopher ) Sabourin PE • ALL EXPOSED METAL FL PE#71461 d • CONNECTORS AND FASTENERS $HALL BE STAINLESS STEEL 1 GARAGE HEADER FRAMINGto—TNNGARAGE CENTER WALL FRAMING 3 RAFTER TAIL DETIAL SHED ROOF — BRACKET DETAIL REVISIONS DATE 0 SO.2S0.2 S0. S0.2 SCALE: 3/4" 1'-0" 2x4 BLOCKING O 24" O.C. (3)tO" O 3" (4)10d FIELD ALTERATION ® 3"-",,, CONTRACTOR SHALL CONTACT LOU PONTIGO$ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL MTS12 CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. BEAM PER PLAN 5 SECTION THROUGH PARAPET = z sO.2 ULD 4< Ln w w m a w —' U w = - z Q F- 0 Z � Coo, Q w oo Ln J Q J O 0 `0 w z m 00 J U MISC FRAMING DETAILS L T SCALE DIMENSIONS FROM DRAWINGS.IF A DIMENSION IS NCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. 3 PLAN NAME CAPTIVA — CARIBBEAN DESIGN/DRAW N/CHECKED CS KM LAP DATE 03.13.17 SCALE AS NOTED LPA No. TOLL-17-00207 CONTROL No. 3848 OFFICE COPY SHEET S0.2 SHEET 3 OF 7 TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING TYPICAL WALL FRAMING AND ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. b /— CORNER BARS (TYPICAL) AT WALLS GREATER THEN 12" HOOK INTO SLAB. „ 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4 —0 HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) SEE 7B/S1 .01 8 CMU OPEN BOTTOM LINTEL SEE 3/SO.0 FOR Lou Ponti o BLOCK w 1— 5 CONTINUOUS s, Inc. LAYOUT MPLAN AND BRACINGPORARY WHEN SPECIFIED ON PLAN. SEE ARCH PLAN / # Associateg an PERMANENT LATERAL 1 420 Osceola Avenue SLAB ON GRADE, " ! � SLAB ON SUPPORT DETAIL. -�-�-- -- --- 52 , _ SEE PLAN. ' �4 —i-- GRADE, • Jax. Beach, Florida 32250 _ I Ph. 242-0908 Fax.241-9557 / SEE PLAN. ° FL:CA# 8344 SC:CA#3579 GRADE OR CONC. - -.��/l\\/�\-r a ,1 �; /�•-/�\\\ SLAB, SEE PLAN. #4 DOWEL TO MATCH VERT. E(� ti `\ STEMWALL SCHEDULE -'- -�� >,� STEMWALL REINFORCING (SEE / a c� •. ,.• 8" CMU STEM WALL W/ � a � r ' \ ' -' � SHOWER PAN SL PES TO DRAIN SEE ARCH SLAB ON �� .� \ GRADE— ° 4 #4 VERTICAL DOWELS @ 24 O.C. Q:' �eC , •� O SCHEDULE) w/ 6 HOOK INTO _ z - ',, - i PLAN. MAINTAIN MIN. SLAB THICKNESS. r /''`'i 90° BEND INTO FTG. = ' CMU �''4 - '' \ `�'r. ° .� r o REINFORCING \� FOOTING. LAP VERT REINFORCING 00 �' /` \ SEE PLAN , , = V• o COURSES ,\. ° c �, -, 1\�� `i N0. 7 \; 25 IF STEMWALL IS GREATER \ 't - a 1 TO 6 4 VERT. 0 48-O.C. # •. ' �:> THAN (3) COURSES. ''� \ Q t ST *= o; 7 TO 10 #4 VERT. @ 24"O.C. \ °1 a ''/� - J a a'. A o STEMWALL, SEE 1/S1 . 11 b� , a + , N 11 TO 12 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING Q • e� a CONTINUOUS CONCRETE -.,'t�c�,F ORI. ..••��4.,,.'�' \ 3" CLEAR FOOTING ��`h•.`sj�NAL EN�.• M STEMWALLS OVER 6 COURSES TO $" x 16"w 1—STORY, w/(2)#5 CONT. � -� HAVE TRUSS TYPE HORIZ. JOINT „ w TYP , REINF. BETWEEN EVERY OTHER 10 x 20 w 2—STORY, /(3)#4 OR (2)#5 CONT. +++++urlauuluultl COURSE. FILL CELLS SOLID. � 10"x20" Christopher J Sabourin PE FL PE#71461 w/ 2—#5 CONT. REVISIONS DATE 1 STEMWALL FOOTING 2 FOOTING W SHOWER RECESS 3 GARAGE STEM WA �. L S1.01 SCALE: 3/4" = V-0" S1.01 (IF REQUIRED) S1.01 (IF REQUIRED) TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. FIELD ALTERATION (1)#5 CONTINUOUS, PROVIDE CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELDCORNER BARS TYPICAL ° MODIFICATIONS WHICH MAY VARY OM THE INTENT OF THE O 12" HOOK INTO SLAB. STEP, SEE __ it CONSTRUCTIO DOCUMENTSS..ANYL f FIELD ALTERNATIONS MADE PRIOR TO ARCH. A° BEING APPROVED BY LOU PONTIGO 8 » ASSOCIATES MAY RESULT IN (4 MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR THICKNESS. SLAB ON GRADE, 7B C SLAB RECESS SEE PLAN. ° BRICK VENEER IS ACCEPTABLE' WITHOUT ( >� WALL FRAMINGINCREASE OF FOOTING U w WALL FRAMING t ^ 8" CMU STEM WALL W/ 1" DEEP SAWCUT w/ SLAB ON GRADE, 'X SIZE. 4< v 1 _zl_ SLAB ON ELASTOMERIC SEALANT SEE PLAN 2—#5 CONT. - #4 VERTICAL DOWELS C�? 24" O.C. .�- -- � rw SLAB ON 90' BEND INTO FTG. -------X_ L GRADE— -d STEP, SEE ARCH. PLAN. W _'_ SLAB ON —a DE, SEE ALAN .. a _ _ __ -�_ _. — SEE PLAN 4 ' -- ---- GRADE, _--._ p NOTES: �..\ � � o .. �°� SEE PLAN. � � _o ._. .�'��-,�. J • 1) PROVIDE SAWCUTS TO C 'EATE \/`\�� . d ° f f/ CONTINUOUS CONCRETE • APPROXIMATE 12 X 12 MAX. SQ. _ W �. \ FOOTING 2) SAWCUT CONC. SLAB WITHIN 4 TO \� � � .-� �-' � �� `�! `� 3 CLEAR .�. = " 12 HOURS OF CONC. PLACEMENT. OPTIONAL 8"x16" TYP2" FLAIR 1—STORY, w/(2)#5 CONT. 3- lo i 10"x20" 8x20 s"x1s" ` 1—STORY, w/(2)#5 CONT. 2—STORY, w/(2)#5 CONT. 2—STORY W/(2)#5 C Z n w/ 2—#5 CONT. CONT. O W 4 STEM WALL AT GARAGE 5 SAW CUT D -TAIL 6 BEARING AT INTERIOR 7 MONO. FOOTING AT STEP-DOWN [n --� �01 SCALE: 3/4" = V-0" S1.01 S1.01 �-O J Q W 3 . O MATCH DOOR /4 TYPICAL WALL FRAMING Z WITH, SEE ARCH. RECESS AND ANCHORAGE PER PAVER BY °n GRADEON CONSTRUCTION SPECS. BOND BEA w/1—#5 OTHERS SEE PLAN. PAVING Y BUILDER ' 11 Ba \�8" MASONRY O O 12'x12 1#5 CONT. SLAB ON � �\ E.J. DETAIL 8B z ° GRADE, o e° /" STEM WALL w/ J MATERIAL ° \\\ SEE PLAN. GRADE OR CONC. N \� 1—#4 © 48" O.C. a SLAB ON ° a °0 ° J 1 �l SLAB, SEE PLAN. __ _ GRADE, r. SEE PLAN. C,4 SEE z ALT. FOOTING AT Q \� BUILDERS DISCRETI N. °° � � a 4 Q � MISC THICKENED EDGE 8"x$ DETAIL 8A � #3 C� 48" O.C. OR � a • w/ 1—#5 CONT. FRAMING 1 ROD CHAIRS (TYP.) (2)#5 CONT. 12" 1—STORY, w/(2)#4 CONT. „ DETAILS 16” 2—STORY, w/(2)#5 CONT. 2 THICK x 20 WID 8 THICKENED SLAB MONOLITHIC EDGE FOOTING 1 o PORCH STEM WALL DO NOT SALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS ARCHITECTURAL DRAWINGS OR S1.01 S, 01 SCALE: 3/4" = V-0" S1.01 UNCLEAR REFER TO THE CONTACT THE E.O.R. t PLAN NAME CAPTIVA — CARIBBEAN I DESIGN/DRAWN/CHECKED CS KM LAP DATE 03.13.17 SCALE AS NOTED LPA No. TOLL-17-00207 j CONTROL No. 3848 SHEET OFFICE COPY 51 ,01 SHEET 5 OF 7 } SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW: 316_4 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" D.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. Lou Pontigo and '�---4 BEAM OR TRUSS, SEE PLAN Associates, Inc. ANCHOR LEGEND 420 Osceola Avenue Jax. Beach, Florida 32250 36" A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax.241-9557 7 THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA# 3579 4(s" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 i RODA307 TERM TEAMETER RMINATES AT THREADED TDFLOOR 's, ® TOP PLATE, SEE DETAIL 12/SO.1 ••: �� `C'% S. A307 DIAMETER THREADED NO DG ROD TERMINATES AT FIRST FLOOR w TOP PLATE, SEE DETAIL 12/SO.1 r v' STAT F ;� o SIMPSON HTT5 SEE DETAIL 15/SO.1 ,(+ 6x6 P.T. SYP#2 POST SEE 3/S0.1 FOR BEAM SEE DETAIL K .e�,t. ••;•'LORI w/ABU66. SEE DETAIL CONN. (TYPICAL) SPF x6 1/SO.2. FS �'�' Sid (2)2x6-1/1 (2)2x6-1/1 2 2x6-1 1 2 2x 1 1 2 2x6-1 1 SPF#2 STRUCTURAL BRACKET SIMPSON DTT2Z SEE DETAILI5/SO.1 '�a.,,-,------ a+++ 2/S0.1. (TYPICAL) (32x12 O / O / O / POST. PER 12 50.2 (4 PLACES) _,I -_.T Christopher J S a b o u r i n PE SIMPSON LTT2DB SEE DETAILI5/SO.1 FL P E#714 61 fl 12" LONG LIGHT GAUGE STRAP REVISIONS DATE LSTA12 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS I N I i o I WALL STUD SCHEDULE X1 I �, Q I W X PLATE STUD SIZE N I I I LOCATION Ni iW, 1 _ N ` ^ HEIGHT & SPACING - -tet �-_._- o -i i� --_-- I I L �) 1 EXTERIOR -1 ' 2x4 SPF#2 A 16" O.C. EXTERIOR 10'-1 2x6 SPF/t2 0 16" O.C. -1 Q I MAX 2x4 SPF�l2 O 12" O.C. J 0 S I SEE DETAIL EXTERIOR 10'-1 To 2x6 SPF 12 16" O.C.�( I 2/SO.2. 14'-0" FIELD ALTERATION 1 10'-0" L� -C_ INTERIOR 2X4 SPF#2 ® 16" O.C. CONTRACTOR SHALL CONTACT LOU - - --- OSB WALL MAX PONTIGO a ASSOCIATES PRIOR TO 51.1 { INTERIOR OSB WALL I MAX 2x4 SPF�2 0 12" O.C. } - --I I MAKING ANY STRUCTURAL FIELD _ I � � ---� I SHEATHING. 12'-0" 2x6 SPF�2 Q 16" O.C. pL SHEATHING. T -E MODIFICATIONS WHICH MAY VARY I- FROM THE INTENT OF THE ORIGINAL ' (� No= CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO I I I IFASTEN TOP OF WALL I w ai 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO 8 PE DET` IL 5/S0.1. ASSOCIATES MAY RESULT IN W i;I I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR I II I FASTEN TOP OF WALL I M I I m I Q I I! CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES. `" PER DETAI_ 5/S0.1. I I Q w N I; I ARCHITECTURAL REQUIREMENTS. N i l I I I I = 1 II i O j N j 1 M p W M i N YELSPF LdW PINE. DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN II N I I I N Q N 4_) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. v 11 j 1 N d v Ii I f I 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 7 z N', I Cj I'I, I TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. X; I �! I I I SH MINIMUM. E 3/SO.0 FOR ADDITIONAL ANCHORS AT N ,, STR�P HEADER iI riI I I (2)2x6 = ER 7/50.1 ' i POS ? rPOST. COMBINED USE PANEL NOTES (f ' 4< - + , - - +' 1. EXTERIOR WALL SHEATHING SHALL BE W _._ SHEATH CONT. j ( I -� CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST PRIOR TO FRAMING s 2x4 SPF#2 STUDS 0 12" O.C. 2)PLY 25" LVL-2/ _ I L - TOP DETAIL SPLICE LOCATIONS FOR MULTI PLATE. SEE DETAIL ISFOR TORY CONDITIONS UJ C) POCKET FOR SGD 2x4 SPF#2 -STUD ® 12" O.C. 1/SO.2. I I ' I , TOP PLATE TO STUDS ( 2. SEE SHEET S0.0 FOR WALL SHEATHING I " } I SPECIFICATIONS. w/ SDWC15600 ® 48 O.C. TOP LATE TO STUDS w/ SDWC15600 ® 48" O.C. I I I 3. UPPER MOST TOP PLATE SUPPORTING ROOF LLJ I I MEMBERS SHALL BE STRAPPED AS SHOWN N DETAIL 1/SO.0 j I ((2)2x10-1/2 o IN 7/,7 71 1777776�'V/7777777177777, e 4. INSTALL SOLE PLATE ANCHORS PER DETAIL C' 7 3 SO.0 � (2)2X6 ° / N� I SPF#2 �`� V Ij w 1 X ___.__ _ _ �( - I I GENERAL NOTES O `O r ,� � I POST. \ Q Lu 1. SEE DETAIL 2/S0.0 FOR WALL FRAMING DETAIL. _--� T SEE WALL STUD SCHEDULE THIS SHEET FOR STUD Ld <� I SIZES AND SPACING. AT GIRDERS AND BEAMS, v 1 O I I I s ( PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 0° I - - I N I 00 I PLIES. Q ftf N 6X6 P.T. SYP#2 POST 2. SEE SHEET S0.0 FOR ROOF AND FLOOR 1,/-w/ABU66. SEE DETAIL 7 SHEATHING SPECIFICATIONS. Q 00 I j "- i ` 2/S0.1. (TYPICAL) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE i c� ,I N I I I I (�° ---'`�.. I h ��; ( N - -- PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES W .Ni I( I FASTEN TOP OF WALL j (2)2X12 TOGETHER PER DETAIL 6/S0.0 I J i F PER DETAIL 5 SO.1. -- _ ! 4. INSTALL SOLE PLATE ANCHORS PER DETAIL / �� =-- _ SEE 3/S0.1 FOR BEAM 3/SO.O CONN. (TYPICAL) 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 1 _ t I x ATTACHMENT PER DETAIL 5/SO.1 N N .-. 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT N {6, I `. TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 O O OSB WALL �' /;- �. I SHEATHING. I -- ' '' % 7. A P 1 I (3)2x6-1/3 1 T ORCHES, SEE DETAIL 2/S0.1 FOR FRAMING [ } r, rY" AND HOLD DOWNS v -- s --- SPF#2 PROVIDE MIN (2)2x6-1/1 (2)2x6-1/1 (2 2x6-1,(1 (2)2x6-1/1 SP)F 2 POST. (2)INTERMEDIATE JACK POST. STUDS. FASTEN TOP & � C518 STRAPPING DETAIL BOTTOM w/ SDWC15600 2x4 BLOCKING ROOF CS18 STRAP w/@ 24" O.C. TRUSSES END LENGTH. AS 0' �N FIRST FLOOR THIS END w/ 9-10d. 2X6 FLATWISE BLOCKING FRAMING WALL FRAMING W z SHEATHING NAILER --,,, w/3-0.131 X3" � PLAN EACH SIDE SHEAR ALL NOTE: SW: 3/6 SW: /6 DESIGNATES SHEARWALL NO NAILS REQUIRED CRIPPLE STUDS i » a rr FLOOR IN CLEAR SPAN NAILING - $d @ 3 EDGE AND 6 FIELD DO NOT SCALE DIMENSIONS FROM @ 16"o.c, NAIL TO 2-SDWC15600 OR JOIST ADJACENT STUD THESE DRAWINGS.IF A DIMENSION 5 AT EA SOLE PLATE ANCHORS - SEE SCHEDULE ON i UNCLEAR REFER TO THE w ARCHITECTURAL DRAWINGS OR i CONTACT THE E.O.R. w 3-10d COMMONS BLOCKING ON D TAIL /S0.0 WALL FRAMING CS18 STRAP w/ 10" PLAN NAME WALL SHEATHING -,-, 1 WALL SHEATHING FIRST FLOOR FRAMIN PLAN END LENGTH. FASTEN THIS END w/ 9-10d. CAPTIVA - CARIBBEAN 1 CONTINUOUS. SCALE: 1/4" = 1�-0" DESIGN/DRAWN/CHECKED (3)2x8 SYP#2 1 PLATE SOL PLATE ANCHOR SPACING SCHD CS KM LAP 10d COMMONS WALL SHEATHING ALL EX RIOR WALL 42" O.C. DATE CONNECTING BUCK AND PAkTE UNLESS OTHER NOTED @ 6 O.c w 8d C�? 3" EACH SIDE 03,13.17 / SHEA WALLS 24" O.C. 2x4x12" LONG ADJACENT ------------ (SW d®3"/6 ) SCALE AS NOTED TO STUD. FASTEN TO HEADER LPA No. SOLE PLT O WHEN NOTED ON PLAN TOLL-17-00207 WITH 2-SDWC15600 SCREWS. SEE NOTE 2 CONTROL No. 1 woo D FRAMED HEAD ABOVE SLIDING GLASS 1. INSTALL SOhE PLATE ANCHORS PER DETAIL 3/ 0.0 I 3848 SHEET 51.1 2. ANCHOR SPACING SHALL BE AS NOTED. FOR OFFICE COPY EXAMPLE SOLE PLT ® 36" = 36" �+ �" i S1 .1 ON CENTER, SPACING SHEET 6 OF 7 J 1 i SYMBOLS LEGEND xy HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING 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 SHEETQ 4. WHEN USING (2)H2.5T CLIPS ON 114" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and TkUS Associates, Inc. FASTENING DETAILS 420Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA# 8344 SC:CA# 3579 J� ��14��1/'1111i1i(t]111eN/1/t/Ot I5U__ DQ �t•, V ZNo. 4 PORCH CEILING SHEATHING * N AT BOTTOM CHORD OF 2 RAFTER TAILS 3 - S0.1 50.2F[(all STAT SEE DETAIL 3/SO.2 '-��F;��R! .��Q,-� M TRUSS SEE 2/S0.1. (2)HTS16 HTS16 STUD DIRECTLY BELOW TRUSS TOP PLATE TO \ �•� L_ SDWC15600 STUD SDWC15600 '�a, ,,,t�` - -LChristop}i"f j1P%ISi1`t�ourin PE ZZZ � o � o FL PE#71461 H I REVISIONS DATE � TRUSS TIE DOWN WITH SIMPSON SDWC RAFTER TAILS '—SEE DETAIL 3/50.2 Rafter to Top Plate shown Truss to Top Plate similar JE Optimal 227¢. 2x6 SYP#2 RAFTERS @ 30 10 J i —�L-D L Ej 6 24" O.C. PER 4/S0:2 FIELD ALTERA110N XX STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO • /J CONTRACTOR SHALL CONTACT LOU I ' MAKING ANY STRUCTURAL FIELD /f/ J ( t - I - - ------- - — 3 BELOW TRUSS MODIFICATIONS WHICH MAY VARY - 12"Max // — 50.2 FROM THE INTENT OF THE ORIGINAL tiula FIELD NALTERNATION9 DE PRIOR TO CUMENTS.ANY BEING APPROVED BY LOU PONTIGO S COUCTION SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR RAFTER TAILS // INSPECTION FEES. SEE DETAIL 3/S0.2 ! qNote: 1. Sloped—roof rafters may be sloped up to and including S0.2 d 12:12 itch and mutbe "birdsmouth" cut. / r 2. Reference detail 4 installation Instructions. SIMPSON SDWC INSTALLATION RANGE = Z J/ M M M M M M M M M M M M M M M M s co M (y O O O O 0 O O O O O 0 O O O Q O 0 I j O O C.1 O Ul L L0 L0 L0 try l a o. o_ a a a o_ a a o_ o_ a a a a � a ; l o_ o a a a a a a a HTS16 / // / % 03 H T S 16 f. r �f W /V/ 7 77 'ZZ/// //ZZ ^5 H S16 (2)HTS1 `� ` - ' 50.2 STUD NOT DIRECTL0 J13 BELOW TRUSS r' SDWC15600 Iry W ' . 1 STA ' r o e, Reference detail 2a for installation angle limit rn V l cm's -MX PORCH CEILING SHEATHING SDWC INSTALLATION ti✓�s ___ �., _ AT BOTTOM CHORD OF ° TRUSS SEE 2/S0.1. Rafter to Top Plate shown Q (Truss to Top Plate similar) W L Jus24 T1 0 EJ14 2 STUD NOT DIRECTL BELOW TRUSS W �_ S0.1 S . _J G T1 3 Do not install SDWC in 0 I � � o T11 S0.2 hatched area SDWC15600 , U Overhang 1 1/2' MIN I * ;C>" 2" MAX HTS16 HTS16 RAFTER TAILS3 HTS16 SEE DETAIL 3/SO.2 Sp.2 SDWC INSTALLATION RANGE ROOF TRUSS PLACEMENT PLAN TRUSS � ROOF RAFTER NOTES: STRAPPING NOTES V minimum edge Rafter or Truss PLAN distance for full Roof Truss Connector List values (with or Splice may be in upper or 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING without a plate lower plate Manuf Product Qty WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 splice) USP JUS24 3 SCREW UNLESS OTHERWISE NOTED DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE Y" from top plate CONTACT THE E.O.R. ARCHITECTURAL DRAWINGS OR splforce Offset full rfulalues STUD NOT DIRECTL ROOF TRUSS PLACEMENT PLAN BELOW TRUSS I PLAN NAME CAPTIVA — CARIBBEAN SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS KM LAP DATE SDWC AT TOP PLATE SPLICE 03.13.17 SCALE AS NOTED LPA No. TOLL-17-00207 CONTROL No. 3848 SHEET OFFICE COPY S1 .2 SHEET 7 OF 7 MTHE BWOFW DIOWLEM THE DEM D&X71DOxnM L ELEVATION NOTES DPAWINGC��THE CODE M OTWrIIS OF 7 OF Z20777"BEIOW. PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM March 29,2017 j FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 'a DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED O 4 OTHERWISE aoFOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2. TO EACH ELEVATION O "CORAL-LIGHT" OR EQUAL PRE-FINISHED TOP OF RIDGE ® I`' §q FOAM APPLICATIONS SHALL BE INSTALLED AS PER U 3' MANUFACTURER SPECS. U.N.O. - - - - - - - - - - - - - - - - - - - 6 Lk 9 F $i U_ PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE 5.2.8 LLI b 0 4. CAST FROM FOAM FACTORY INC. OR EQUAL AND I I ,{ o 6x 8 RECESS �. z oz INSTALLED AS PER MANUFACTURER SPECS. I I Lj_ D zTRIM WORK FINISHES SHALL WRAP ALL OPENINGS I I Q O W S. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ROOFING PER Ovan G. Drummond, AIA f 0 CONTRACT, TYP. AR 96399 OPENING �- - - - - - - - -- - - - - - - - - - -- a oc m METAL WORK IN INTERIOR AND EXTERIOR RAILINGS Manuel Gonzalez, AIA OL AND APPLICATIONS TO BE FAUX WROUGHT IRON j -/ `� AR 96730 ALUMINUM Sang-Yub Lee, PE U_ \ o 5.2.8 >�. U o THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, FLASHING 7232$ of w ¢ 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE TOP F EL :�\�' ■ 00 - - - - - - - T . - - _ _ � o ARCHITECT/DESIGNER - - - - - - - - -- - - - - - - - - - - — M�� ■ THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING - - - - - - - - - - O° z z WITH THE SUB-CONTRACTOR/ MANUFACTURER AND ;- N Q — , En a 0 —. — —.— ., — - — t - N H 8. THE ARCHITECT/DESIGNER IN WHICH ALL " . ' "' cn ARCHITECTURAL APPLICATIONS WILL B 3 : . . _ TYP. CLG. Q w z 0 L E COORDINATED I I -I - - - - - - - @ GA�AAGE o A 8 o o AND APPROVED PRIOR TO INSTALLATION 5.2.8 I - t U w o . � O ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ^ I ( 2 ■ LU = 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. N o 1 _ 'l•: 5.2.8 � ■ 3 w i W 00 A. oC I'.. c a 0 0 foe I I # - LEI �, w A v1 A ......... .... zW p � a A � GC .-r o FIN. FL. o o C) .. • x w u_ J - - - �.- _ _ _ _ - - - - - - FIN. FL. ' J , : O ■ a U0 GRADE j ■ w Q N d J w o 4 A/C SERVICE COURT cc V z ENCLOSURI: i � o 5.2.8 TYP– Lu . � V u w : o ? /'1 ( � ( ,-- 0 z i V re vA3 Q S W UJ L16 Ui FRONT ELEVATION oc w CALE: 1/4" = 1'-O" CARIBBEAN W J p J _C3 Uj i W (n yw J _ � , Q I— U � O �s.,� I O > W W b z F--� m 1 C ca cC 0 CLceO ion cl. LU _ I V ' V Z = oz V ROOFING o >- m z 3 I CONTRA PER Q cc > w CT, TYP. W W � II pw J Q 3 _j LUW � V oC � � E W Z ce N N Qgce ~� w � O ` c` 0 Ce W Z Z I N O ui W f � W (n 4 I Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF HEEL ' z W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — TOP OF P - - - - a u.. 10 . r: 0 0TV �O 4 CG GARAGE G O z Q -4 W (!1 r Op. Q — ' W �... oc = - cn z 9 10. - TYP. c� f z W 10C? e - - oC ch V ■ ^ LL-1 1UJ 2 W W f O .. h �^... r 5. W V i z U_ _ Ln A_ cn z W 0 Z O N N � HI z o_ g > -- - - - - - - - - -- H W o z 4 PRIVACY WALL Q u., w0Q Uj (n W 5.2.8 W W < LU to , 0 00 z = z0 W3 Go Z ( 0 117 BZW Q I < /�� RI G HT ELEVATION v''� z COJLU SCALE: 1 4" = 1'_p•• ; z o o / CARIBBEAN S , 0` < UASPHALT SHINGLE ROOFING miceUjU) a 1014.0 I MAP SHOWING PL 0 T PLAN OF LOT 66 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, INC. OFFICE COPY --r- DENOTES DIRECTION OF FLOW TYPE "A" DRAINAGE ELEVATIONS SHOWN THUS (13.30)MIN. c• WERE TAKEN FROM ENGINEERING PLANS Q O °G ° BY TAYLOR & WHITE, INCo�co os qz op 9'p DATED 05-15-14 ELEVATIONS SHOWN HEREON `sod Fp REFER TO NAVD OF 19880. \ �9�•� 0. 4\SPL, A° 0, * \ `L hgOpO��QOc�F,� /� s 9° c• — - y Ps / ON � SOA 000 . GpFp 4.2•� / O \,;5 Q�O�J OOF apt 61 P� DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 66 MODEL "CAPTIVA" ALL PAVERS ALL MEASUREMENTS ESTIMATED LOT SIZE 7,200± SQ. FT. TREE SCHEDULE FRONT 466± SQ. FT. DRIVEWAY TO R/W 320± SQ. FT. L T SQ. FT. MINUS EASEMENTS/WETLANDS 6,750 BACK 308± SQ. FT. ENTRY WALK 43± SQ. FT. CRES=6,750/43,560 --964 .16 APPROXIMATE SIDEWALK 240± SQ. FT, CRESx40=REQUIRED TREE INCHES 6 4 BUILDERS E D SEMEN RIGHT-OF-WAY LENGTH 60.00 FT. HE REQUIRED NUMBER OF TREE INCHES WILL BE MET SIGNED:_ TOTAL IMPERVIOUS AREA 4,227± SQ. FT. 59% SING 2" DIAMETER TREES. NAME: �13 TOTAL EASEMENT AREA 450± SQ. FT. 0% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, DATE: WITH NO MORE THAN 50% OF THE SAME SPECIES. 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 SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 _5 SMND. 6 FOUND egen A C AIR CONDITIONER _ .T EASEMENT 1. = IDENTIFICATION ONC = CONCRETE (TYP.) = TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW _4 ON. = MONUMENT P.R.M.= PERMANENT REFERENCE BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY I P. = IRON PIPE MONUMENT 1 R. IRON ROD P.T. = POINT OF TANGENCY ALL DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT AMERICAN H CHORD P.C. = POINT OF CURVE A = ARC LENGTH P.R.C. = POINT OF REVERSE CURVE SURVEYORS R = RADIUS P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (C C.) = CALCULATED S.R.L. BUILDING RESTRICTION LINE JAMES D. HARRISON, JR., No. 2647 INC, D) = DEED F.P.&L.= FLORIDA POWER do LIGHT P)) = PLAT U.D.E - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643 T IR) = RADIAL LINE EASEMENT 1"=20' = CENTER LINE NGVD = NATIONAL GEODETIC VERTICAL SCALE R W = RIGHT—OF—WAY DATUM _ 9 / NAVD = NORTH AMERICAN VERTICAL DATUM —x— = FENCE P.I. = POINT OF INTERSECTION _8 ISTE (W) = WITNESS EOw EDGE OF WATER DATE 02-28-17 FLO A GRED URVEYOR MAP ER _ F.F.E. = FINISH FLOOR ELEVATION TOB = TOP OF BANK ODD D•\7l�17\R1 R77_1�.A i7R—nlninlnn ....nom.. .... '1�"+A i�'1R z r . Cash Register Receipt Receipt Number �� City • Beach • • DESCRIPTION ACCOUNTCITY PAID PermitTRAK $55.00 17-SFR-3538-01 Address: 1792 ATLANTIC BEACH DR APN: $55.00 TIE DOWN FRAMING 10/19/2017 MJ $55.00 TIE DOWN FRAMING 10/19/2017 M1 45500003221002 0 $55.00 TOTAL11 CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEAC,FL 32233 1025 2017 16:06:37 CREDIT CARD VISA SALE Card; XXXXXXXXXXXX8381 SEQ 7 Batch 470 INVOICE 7 Approval Code: 016714 Entry Method: Maui Mode: Onlrx Tax Amount: $0.00 Cust Code: Card Code: M SALE AMOUNT $551 CUSTOMER COPY Date Paid: Wednesday, October 25, 2017 Paid By: TOLL BROS.,INC Cashier: BA Pay Method: CREDIT CARD 7 Printed:Wednesday,October 25, 2017 4:07 PM 1 of 1 T14