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3710 Hanworth Lp 19-000095; NEW SFHp I z /.n DC, Job Address: 3710Hanworth Loop Parcel 10: 17-20-31-5VC-0000-0150 Type of Work: New 19 Addition 1-1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 451)A6 26?0 -_ 150Z- - (.0 Historic District: Yes El NoEA Residential D Commercial n Alteration 1:1 RepairEl Demo 1:1 Change of Use 1:1 MoveEl Description of Work: New Single Famj!y_Residence Plan Review Contact Person: Tracy McDonald I Title: Production Admin Phone: 407-692- 9831 Fax: '%-*f Email: trmcdona@nvrinc.com Property Owner Information Name _N_VRJ_ NLdbaJWzn_Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692- 9820 Fax: 407-692- 9821 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774- 6078 Fax: E-mail: brian@abdesigngroup. com Mortgage Lender: N/ A Address: I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING 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 INTENT) TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, treaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOI'I('I,-,.: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711 I'lic City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. 1'he actual construction value will be figured based on the current ICC Valuation 'Fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured Off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction !!a zoning. A X A2Lt212D-1B— 12/12/2018 Signature gent Date Signaft e caf recta a Date Tracy McDonald Tracy McDonald Print Okv rner/ 1,ent's Nat Print rit's Name tContraor/Age 12/ 12/2018 12/12/2018 or tol'Notary t to o lorida Date of FloridaF lor Signatureot'Notary- ate of Date NotaryR RISTINR ISTINRFERRILL oty Pu, KRII TIN R FERRILL Commission GG 233069 Expires July Commission # GG 233069 h 11, 2021 Expires July 11, 2021 n'44A 8nndedThru8wigatNotaryservices11Qrr110Bonded Thru Budget Notary services Owner/ Agent is _X_ Personally Known to Me or Contractor/Agent is _X_ Personally Known to Me or Produced ID --,I,,-,- Type of ID Produced ID --- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical [] Mechanical E] PlurnbingE] GasF] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No[] # off leads___ 1) APPROVALS: ffi?INL 1. ITHLITIES: 1-'. NGINEERING: COMMENTS: Flood Zone: C\ iaActf of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No [] WASTL WATER: BUILDING: Revised: June 30, 2015 Permit Application Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019013398 Book:9294 Page:1 504; (1 PAGES) RCD: 2/6/2019 2:20:12 PM REC FEE $10.00 THIS INSTRUMENT PREPARED BY. C—C lac arlEZ` Ea Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 ... .. ... ...... .. NOTICE OF COMINMENCEIVIENT Permit Number: BR19-000095 Parcel ID Number: 17-20-31-5VC-0000-01 50 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 15 of Kensington Reserve 3710 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: _ Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (if applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: S. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713,13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address, 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WA6AL1YG TO CiWfga ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Dayna Mitchell Assistant Secretary Sig re of Owner or Iessae, or Owrt4Ws or lessee's (Print Norm and Provide Signatory's TigelMA) Authorized Offlw0rector/Partner/Manager) State of Florida County of The foregoing Instrument was acknowledged before me this day of ple b .9019 by Layna mitogli Who Is personally known to me t K OR Name of person maidng statement who has produced Identification 0 type of Identification produced: Notary Public State of Flon0a TRACY LEIGH MCDONALD t My Commission FF 925012 ................ Notary Signakirevl; Expires 10/06/2019 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address'M L4a Building Permit #:G.h6 041 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two -fancily dwellings. 1 The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe, 6, This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Scott James Faber Ryan Homes Scott James Faber - Ryan Homes Scott L Easterbrook - Palmer Electric Print Name of natit Print Name of for Print Name of El. Contractornant Signature f r enant Signature Ve ontractor Signature of El. Contractor i0 CGC151715-/ ECO003096 Gen. Contractor License # El. Contractor Licens`c#__ JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: n Progress Energy ci Florida Power and Light on Rev. 02/10/15) t q-ip boo COUNTY OF SEMINOLE (, tk' IMPACT FEE STATEMENT "! STATEMENT NUMBER: 191pp0000 DATE: January 23, 2019BUILDINGAPPLICATIONV19.10000033 BUILDING PERMIT NUMBER: 19-10000033 UNIT ADDRESS: HANWORTH LOOP 3710 17-20-31-5VC-0000-0150 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORT{ DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3710 HANWOR.TH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE ^ TYPE _DISTp^^^RSCHED RATEUNITS TYPE RQ S ARTERIALS CO -WIDE ORD Singh Familyy ROADS COLLECT}RS Housing N/ A 705. 00 1.000 dwl unit 705.00 Siingle Pam 1y FIRE RESCUE Housing N/ A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg CO- WZDE ORD 54. 00 1.000 dwl unit 54.00 PARKFamily HousAing 9,000.00 1.000 dwl unit 91000.00 LAW ENFORCE N/A 00 DRAINAGE N/ A 00 AMOUNT DUE 9,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE IISSUANCE OF ATBUILDINGFPERMI SCUE, LIBRARY AND/OR EDUCATIONAL t PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATEOF OCCUPARY OR OCCUPANCY. THE REQQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND f EVELOPMENP CODE. COPIES OFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUIL111DING SDFTM 01EATIRSSTREETSANFORD, FL 32771 PAYMENTHE COUNTY BUIILLD DINGYPERMIT NNtUMOR BEEREATOT R'OPNLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDARDAYSFROMTHEDATEABOVE COUNTY OF SEMINOLE IMPACT FEE STATEMENT oar. STATEMENT NUMBER: 19100000 BUILDING APPLICATION #: 19-10000033 BUILDING PERMIT NUMBER: 19-10000033 UNIT ADDRESS: HANWORTH LOOP 3710 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: January 23, 2019 17-20-31-5VC-0000-0150 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3710 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 awl unit 705.00 Single Family N/A Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CQ-WIDE ORD 00 Single Family SCHOOLS Housingg CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Single Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771, 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 2- 4 2 5:1 Documented Construction Value: $ 85,046 Job Address: 3710Hanworth Loop Parcel ID: 17-20-31-5VC-0000-0150 Type of Work: NewEA Addition El Alteration El Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Historic District: Yes EI NoEA ResidentialFXI CommercialF] Repair 0 DemoE] Change of UseEl Move El Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Name NVBMCAba_Ryan jHome _ Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CGC1517157 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd Phone: 407-774- 6078 Fax: City, St, Zip: Longwood FL E-mail: Bonding Company: N/ A Mortgage Lender: Address: Address: brian@abdesigngroup. com illy/ 9 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. 41)P- 12/12/2018 Signature o9qtllAgent Date Signatu e of radar nt Date Tracy McDonald Tracy McDonald Print Owner/ aent's N Print Contra or/Agent's Natne 12/12/2018 12/12/2018 of Notary t tFof Florida Date Signature of Notary- to of Florida Date zotPrGv "."d<< RISTIN R FERRILL tGY rx KR{ TIN R FERRILL m t. Commission # GG 233068 ` Commission # GG 233069 tForr° Expires July 11, 2021orrLC, Bonded Thru Budget Notary Services Expires July 11, 2021 " P Bonded ThNBudget Notary Services Owner/ Agent is xPersonally Known to Me or Contractor/Agent is _..X_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Q Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: 7-;;, L w c' o - Revised: June 30, 2015 Permit Application I I P I Application for Paved Driveway, Sidewalk or d 1 126Walkway Including Right -of -Way Use & e%,ORMLandscaping ; Right -of -Way 1877— " www.sanf*" M.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407. 688,5140 Fax: 407.688,5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance With the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work Within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know *haft WOW size and location of the existing right—of-way and use shall be provided or application could be delayed. Can bow* Y" 4 1. Project Location/Address: 3710 Hanworth Loop, Sanford, FL 32773 2, Proposed Activity: X Driveway E]Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home Other: This application jl rd by, Property taviRteir: Signature: Print Name: Tracy McDonald Address: 4307 d #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: 11 Emergency Repairs Email: trmcdona@nvrinc. com Date: 12/12/2018 Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: the above statement and by signing this application I agree to its terms. Date: 12/ 12/2018 This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: t 2 Z7-?ot Date: November 2015 ROW Use Onveway.pdf FDRMR4U5-2017 Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot I 5KensingtonReserveSeag ateFGRW Builder Name * RYAN HOMES Street: 3710 Hanworth Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford County, Seminole (Florida Climate Zone 2 1 . New construction or existing New (From Plans) 9. Wall Types(1662.4 sqft.) Insulation Area 2Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=41 1386.40 ft2 3. Number of units, if multiple family 1 c. N/A R= W 10. Ceiling Types (2034.0 sqft.) Insulation Area 5. Is this a worst case? No a, Under Attic (Vented) R=38.0 2034.00 ft' 6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft, Conditioned floor area below grade (ft) 0 c. N/A R= ft2 7. Windows(318.5 scift) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 Area Weighted Average Overhang Depth: 5.128 fL Area Weighted Average SHGC. 0.292 14. Hot water systems a. Electric Cap: 50 gallons 8Floor Types (2034.0 sqft.) Insulation Area EF: O950 a. Slab - On -Grade Edge Insulation R=0.0 2034.00 ft2 b, Conservation features Glass/Floor Area: 0.157 Total Proposed Modified Loads: 58.31 PASS Total BaselineLoads: 62.92 I hereby certify that the plans and specifications covered by Review of the plans and vAlE S-r this calculation are in compliance with the Florida Energy specifications covered by this Code. PREPARED BYordan Henry calculation indicates compliance with the Florida Energy Code. Before construction is completed DATE: 11 /2, 11, this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as de is in compliance Florida Statutes. with the Florida Energy Code, WTt OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed inaccordance with R40V.O.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 1o1o0182:46nw snorgyowuSoVUSA o». nz(R,v 1) na*e^oo1rpecomEdition (2o17) Compliant Software Page 1m* 12/12/2018 SCPA Parcel View: 17-20-31-5VO-0000-0 150 Eiropgay Record CArd Parcel: 17-20-31-5VC-0000-0150 vrxsxa Property Address: 3710 HANWORTH LOOP SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0150 2019 Working 2018 Certified Values Values Owner(s) BRISSON WEST PROJECT I LLC Valuation Method Cost/Market Cost/Market Property Address :3710 HANWORTH LOOP SANFORD, FL 32773 Number of Buildings 0 0 Mailing :3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Depreciated Bldg Value Subdivision Name KENQNgTON RESERVE Depreciated EXFT Value Tax District SI-SANFORD Land Value (Market) 78,000 78,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions LO 011dic HCO Legal Description LOT 15 KENSINGTON RESERVE PB 81 PGS 86-92 I 1 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $78,000 $78,000 Tax Amount without SOH: $1,464,00 20I 8-jax Bill Amount $1,464.00 Tax _ Estimator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Taxes Taxinq Authority Assessment Value Exempt Values m Taxable Value No Sales rmd Sale's 112 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby narne and appoint: _ Tracer McDonald an agent of: NVR Inc., dba Ryan Homes Nairie of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): CI The specific pe 'nit and application tlOr work located at: Street Address) Expiration Date for This Limited Power of Attorney:12/31/2019 License Holder Name: Scott James Faber State License Number: CGC1517157 Signature of License Holder: STATE OF FLORIDA COUNTY OF _QLange_ The foregoing instrument was acknowledged before me this la —day of 1"t c-, 200 18 by Scott James Faber who is m, for Ei who has produced as identification and who did (did —not) —tF,*—e;tn—(o—at------- Notary Seat) KRISTIN R FERRILL Commission # GG 233069 Expires jL11y 11, 2021401' * QrFr'' Bondod ThN Buopt Notary services 08.12) Print or type name Notary Public - State of. - Commission No. My Commission Expires:-_—_ E:1 Application TON Lot# Plot Plan vOoP I a nS House C*T#Elevation f'"' Swing Trusses E- Calcs V/ Product Approvals VPlumbing Riser (only MR / OP CY [21 / SR XGas Riser (only / OP) XArbor Plan (only MR / OP) 11x17 ( only HM) Landscape & Irrigation (only HM) YN CD (only OE / HM / LL) SQ.FT. CALC.-'S LlviW, 20.34 5a, FT, GARAGE ro3l Q. FT, F-\',TRY 30 ea, FT. LANAI aa 50- FT. LTOTAL"I'll, I "I 2783 SQ. FT. COkflOflXr AM CLADDM WND LOADS BASIC WND EXPOSFE FOR 3 SECOhV GLeM CALL'iOMAW DESKMInk 0 20.13/ -3231 a- 14 12 I6,-o,x7 -01 24,W -30J5 T- 2- 2-1 30ac D- 4 "'w, -30.20 3 1-1 W V224eln A5Y 26,41l -3137 17 24-5 4 LLV V2 F-tO-45 3131, 25-5 26.4V -30,9 25-sw. EGRE&e 4 2a41/ -30,9 T m 25-6 4 4 2S,41/ -30,S 3L!3/ -400 a 1 11 25-514 4 26.411 -30.9 25-E44 4 25,4V -30 ! ic 17 25-6 4LESRS5525-& 4 itMEGRESS28.411 -3 i3112 10 TEMP 4 23.43/ 12A li-44-5s4 4 t 21.43/ -31.?2 13 WIND DESIGN CRITERIA A 546(c LUND SPEED tipw (3 SECOND GUST) VULT- 150 / t-F B. N-EM,A PRS551,;RE COEFRCENT - - 'Ie R15K CATEGORT.7-YF-E 11 D. E>0-05LFE CATEGORY C NOTE: VALUES FOR 00tTPONENTS 4 CLAZI1>W,,-RE6SUFZE ARE BASED CN THE Vult rESrN WIND SPEED. FeOR &Tt4 ED. (2017) ALLOLro T:47=5E Fr,--SfIjRES 70 BE MLTIPLIECI BY Cf TO MEET TPE ALLOWABLE OR 40'JINAL TESTED VALUES WED BY FROMI- T MANLFACTURER5, S21-_ PRIOR TO DFM4LL N5TALLATION ON ALL =RAM[Nr, FLO ORWILL BESPRAYEDRd=-ATEDLU/ 'BORATE' A TEFT11TE TREATMENT 5PP-4Y RiCIR MA50NMply WALL LeR-.. PlEIGPT& S'- 4' Br -- LOAD BRG- WALL TOF PLAT.- 16' oc, A _ CABINETSECTION ARCH DETAIL 02 ARCH DETAIL 03 ARCH DETAIL 4) ARCH ---DETAIL FLOOR PLAN — ELEV. "F" (ELF) Design Caron spl.a. I44IN k0ka PEAGa BLVO LONG. 000, 5L 32750 407, 77 078 F", 407-77"078 W. 3325 11111 11 TJIB] DrV. & I KENSINGTON RESERVE LOT 15) MODEL SEAGATE VFRS[ ON#04) PRO. TECT#: R2065, 015/00001 PAGE: FLOOR PLAN kF0C>- 4TE-0T: 9MAIE- Of1=0WA DATE: 11/21,717, scALm. 1/4"= 1'-- 0" SHEET 2 OF 6 CITY OF SJ NF ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407,692.9831 Fax, 407.692.9821 Email- trmcdonaCo)nvrinc.com Property Address: 3710 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0150 Phone Number: 407.692.9820 Email: trmcdonaCq)nvrinc.com The reason for the flood plain determination is: New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition M Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 0" n 10 Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 1202940090F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: 0 floodplain E] floodway F-J A portion of the parcel is in the: El floodplain El floodway Al The parcel is not in the: A-1floodplain ofloodway El The structure is in the: Elfloodplain Elfloodway El The structure is not in the: E] floodplain F--J floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-4757 Reviewed by: Michael Cash, CFM Date: December 27, 2018 R 1 K i) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl 5Ke rising ton Reserve Seagate FG RW Builder Name: RYAN HOMES Street: 3710 Hanworth Loop City, State, Zip: Sanford , FL , 32773 Permit Office: Permit Number: # 9 0 9 5 Owner: Jurisdiction: 691000 Design Location: FL, Sanford County: Seminole (Florida Climate Zone 2) 1 New construction or existing New (From Plans) 9. Wall Types(1662.4 sqft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=41 1386A0 ft2 b. Frame - Wood, Adjacent R=13,0 276,00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2034.0 sqft,) Insulation Area a. Under Attic (Vented) R=38.0 2034.00 ft2 6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(318,5 sclft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 a. U-Factor: Dbl, U=0.35 190.17 ft2 SHGC: SFIGC=0.29 b. U-Factor: Dbl, U=0.62 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:115.00 c. U-Factor: Dbl, U=0,34 32.38 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2, a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5,128 ft. Area Weighted Average SHGC: 0.292 14, Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2034.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2 b, Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 58.31 PASSTotalBaselineLoads: 62.92 1 hereby certify that the plans and specifications covered by Review of the plans and 11iE S7.,44thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis oi- Code. calculation indicates compliance with the Florida Energy Code, thle, PREPARED BY: rdan_,HetTry______.____ Before construction is completed DATE: 1.11.21z1. - --------- this building will be inspected for It Q compliance with Section 553.908 I hereby certify that this building, as de fined, is in compliance with the Florida Energy Code Florida Statutes. DWF OWNER/AGENT :___ BUILDING OFFICIAL DATE: 1ZL12 - - ------- DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402,4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRe-,2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lotl 5KensingtonReserveSea Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2034 Lot # 15 Owner Name: Total Stories: 1 Block/Subdivision: KensingtonReser of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3710 Hanworth Loop Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume Blockl 2034 18916.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2034 18916.2 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge InSUlatio Main 173.5 ft 0 2034 ft2 0,35 0 0.65 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul, (deg) 1 Hip Composition shingles 2203 ft2 0 ft2 Medium N 0.85 N 0.85 No 0 22.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2034 ft2 N N CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 2034 ft2 0.11 Wood 11/21/2018 2:46 PM EnergyGauge(& USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To .. ...... Wall Type, Space R-Value Ft . ... In Ft In Area R-Value Traction Absor, Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 32 0 8 0 256.0 111 0 0 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 20 7 8 11 183.5 112 0 0 0,6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 8 3 8 8 71.5 112 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4,1 12 4 9 1 112.0 ft2 0 0 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 9 10 8 11 87.7 111 0 0 0.6 0 6 E Exterior Concrete Block - Int Insul Main 4.1 13 10 8 8 119,9 ft, 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 50 6 8 0 404.0 111 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4,1 14 0 8 0 112.0 111 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 4 7 8 8 397 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 34 6 8 0 276.0 ft2 0 0,23 0.01 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In l W Insulated Main None 25 3 8 24 f12 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang VOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Double Yes 0,35 0.29 N 32.4 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 2 N 3 Metal Low-E Double Yes 0.62 0.29 N 96.0 ft2 12 If 0 in 0 It 2 in Drapes/blinds Exterior 5 3 E 4 Metal Low-E Double Yes 035 0.29 N 32A ft' 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 4 E 5 Metal Low-E Double Yes 0,35 0,29 N 32A 112 9 ft 0 in 0 ft 1 in Drapes/blinds Exterior 5 5 E 6 Metal Low-E Double Yes 0.35 0.29 N 32.4 W 1 It 0 in 1 ft 8 in Drapes/blinds Exterior 5 6 S 7 Metal Low-E Double Yes 0.35 0,29 N 9.8 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 7 S 7 Metal Low-E Double Yes 0.35 0.29 N 9.0 ft2 1 ft 0 in 1 It 8 in Drapes/blinds Exterior 5 8 S 7 Metal Low-E Double Yes 0.35 0.29 N 162 111 1 It 0 in 1 It 8 in Drapes/blinds Exterior 5 9 W 8 Metal Low-E Double Yes 0.35 029 N 25.7 W 1 ft 0 in 3 It 4 in Drapes/blinds Exterior 5 10 W 8 Metal Low-E Double Yes 0.34 0.31 N 32A ft2 1 It 0 in 1 It 8 in None None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 637 ft' 637 f12 69.5 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2206.9 121.16 227.85 1653 7 11/ 21/2018 2:46 PM EnergyGaugeOD USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM V, # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF :8.5 32.6 kBtU/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts l Central Unit/ Split SEER: 15 34.8 kBtu/hr cfm 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEE None None ft` DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 -Attic 6 406.8 ft Main 1017 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Ma Apr May Jun Julug Se Oct Dec g MHeatinJan j Feb MarXj AprJA I May Jun JulAugIri11n rj SSe Octj XjNovNov X Dec Venting Jan Feb X Mar X Apr Ma Jun July Aug Sep x Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default lbs/sq.ft, 0 ft, 0 ft 0.3 Main 11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2O17EPLDISPLAY CARD ENERGY PERFORMANCE LEVEL (EPU) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =g3 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1,_NfylFrlmlPlans) 12.Ducts, location & insulation level a) Supply ducts R 6 O 2, Single-family ormultiple-family 2,_Single-fami|y b) Return ducts R6.0 o) AHUlocation Main 3, No. ofunits (if mu|dp|*-fami|y) 3.1— 4.Numbarofbadmumm 4 4 13.Cooling system Capacity34.8 a)Split system SEER_15.0 5,|athis aworst case? (y*a/no) 5,No_ b)Single package GEER_____ o)Ground/water source SEER/COP____ 0,Conditioned floor area ( aq, ft.) 8.2034L_ d)Room unit/PTAC EER______ e)Other 7.Windows, type and area a>U-factur(weighted average) 7a.0L430_ b) Solar Heat Gain Coafficient(SHGC) 7b.0 92_ 14. Heating system: Capanity___2.6 o)Anea 7o.318. 5_ a)Split system heat pump MGPF8.5 b)Single package heat pump HSPF_____ 8. Skylights c) Electric resistance CDP_____ a)U-factor(weighted average) Oa.N£ d)Gas furnace, natural gas 4FUE_____ b)Solar Heat Gain Coefficient (SMGC) 8b,N£_ e)Gas furnace, LPG AFUE_____ qOther 9, Floor type, insulation level: a)S|ab-on_ gmd*(R-vo|ue) 9a.0.0_ b)Wood, raised (R- va|ue) 8b. 15.Water heating system o)Concrete, raised (R- vu|ua) 9o, a)Electric resistance EF0.95 b)Gas fired, natural gas EF_____ 1O.Wall type and insulation: o)Gas fired, LPG EF______ A, Exterior: d)Solar system with tank EF_____ 1,Wood frame (insulation R-va|wo) 1OA1, e)Dedicated heat pump with tank EF____ 2 Masonry (insulation R- va|ue) 10AZ4,1 qHeat recovery unit HeutReu%_____ B, Adjacent: g)Other 1. Wood frame (insulation R- value) 10131 110__ 2. Masonry (insulation R-value) 10132.______ 16. HVACcredits claimed (Performance Method) 11 Ceiling type and insulation level a)Ceiling fans u)Under attic 1la. 38,lL_ b)Cross ventilation bo b)Single assembly 11b, dWhole house fan No o)Knee walls/skylight walls 11o' d)Mu| dzonacooling credit g)Radiant barrier installed 11d,No_ e)Mu|hzoneheating credit 0Programmable thermostat Yes Label required by Section R303,1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT certify that this home has complied with the Florida Building Code. Energy Conservation, through the above energy saving features which will boinstalled before final inspection. Otherwise, anew EPL display card will b | nae. Builder Signotum Date: 12Y12/2018 Address of New Home: 3710 Hanworth Loop_ City/FL Zip: Sanford, FL 32773 11o1c20182*61enm energvGuuoeOUSA o.0/n(nev 1)'pmn°v2o/7raosmEdition (2u17) Compliant Software Page 1*I rA'DEL- AIR Manual S Compliance Report Job: LotlWensingtonReserv.. Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Wen: WVVW.DEL-A1R.COM For: RYAN HOMES, Lot 1 5KensingtonReserveSeagateFGRW 3710 Hanworth Loop, Sanford, FL 32773 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 27632 Btuh Entering coil DB.- 77.0°F Outdoor design WB: 75.2°F Latent gain: 3517 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 31149 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 30415 Btuh 110% of load Latent capacity: 4351 Btuh 124% of load Total capacity: 34767 Btuh 112% of load SHR: 87% Design Conditions Outdoor design DB: 40.9°F Heat loss: 26957 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32600 Btuh 121% of load Capacity balance: 36 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec; strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.6 kW 96% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Nov-21 14 50 36 11- 111-1-1-1 1-11, Right-SuitO) Universal 2018 18,0.31 RSU24020 Page 1 gateFGR\N\Lotl5KensingtonReserveSeagateFGRW.rup Cale = MJ8 House faces: W Job: LotiWensingtonlReserv.. A, DEL -AIR component Constructions Date: 09-12-11 am-w="m0w* Entire House By: VMT DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR,COM For: RYAN HOMES, Lot 1 5Kensi ngtonReserveSeagateFGRW 3710 Hanworth Loop, Sanford, FL 32773 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29'N Outdoor: Heating Dry bulb (T) 41 Daily range (T) - Wet bulb (T) - Wind speed (mph) 15.0 r, k 0=0 Indoor temperature ('F) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain fV Btuh/ft'-'F ft'-T/Btuh Btuh/ft' Btu h RuhV Btuh Walls 13A-4ocs 13A-4ocs 2 13A-4ocs 3 16B-1 gad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int frish Partitions 12C-Osw: Frin wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2`x4" wood frm, 16" o.c. stud n 224 0201 4.1 5.85 1308 4.41 987 e 80 0201 4.1 5.85 466 4.41 351 s 369 0.201 4.1 5.85 2158 4.41 1628 w 54 0.201 4.1 5.85 315 4.41 238 all 726 0.201 4.1 5.85 4247 4.41 3204 n 184 0.201 4A 5.85 1076 4.41 812 e 56 0.201 4.1 5.85 325 4.41 245 all 240 0.201 4.1 5.85 1402 4.41 1057 n 24 0.201 4.1 5,85 140 4,41 106 e 88 0.201 4.1 5.85 513 4.41 387 w 16 0,201 4.1 5,85 94 4.41 71 all 128 0.201 4A 5.85 746 4.41 563 w 45 0.049 19.0 1.43 64 2.67 120 258 0.091 13.0 2.65 684 1.47 379 Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium, I e ft overhang (5,25 ft window ht, 1.67 ft sep.); 6.67 ft head ht e s all 2A-2omd: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 12 ft overhang (8 ft window ht, 0.17 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 9 ft overhang (5.25 it window ht, 0.08 ft sep.); 6.67 ft head ht 32 0.350 0 10.2 330 10.6 344 32 0.350 0 10.2 330 29.1 943 32 0,350 0 10,2 330 29.1 943 16 0,350 0 10.2 165 111 179 113 0350 0 10.2 1154 21.3 2410 48 0.620 0 18.0 866 17.2 827 32 0.350 0 10.2 330 10.6 344 wre ightsft- 2018-Nov-21 14:50:36 A11K Right-Suiteg Universal 2018 18.0.31 RSU24020 Page I gateFC, R\AALotl5KensingtonReserveSeagateFGRW,rup Calc=M,18 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 10 0.350 0 10,2 100 10.6 105 1/4" gap, 1/8" thk: NFRC rated (SHGC=0,29); 50% drapes, medium; I ft overhang (3.2 ft window ht, 1,67 ft sep,); 6,67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 9 0.350 0 10,2 92 10.8 97 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I ft overhang (4.17 ft window ht, 1.67 ft sep,); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 26 0.350 0 10.2 262 29.1 748 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 3.33 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, w 32 0.340 0 9,89 320 30,5 988 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 1.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 11,3 272 12.1 291 n 18 0.390 0 11.3 203 12.1 216 all 42 0.390 0 11,3 475 12A 507 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 2339 0,026 38.0 036 1770 1.42 3318 gypsum board i nt frish Floors 22A-tpl: Bg floor, light dry soil, on grade depth 174 0,989 0 28.8 4993 0 0 wrilghtsoft-, 2018-Nov-21 14:50:36 1- -1111 - Right-SruteO Universal 2018 18.0.31 RSU24020 Page 2 gateFGRW\Lotl5KensingtoiiReserveSea,qateF7GRW.rup Cate =MJ8 House faces: W ilell l Job: l.otl5KensingtonReserv... PCC?tteCt SummaryDEL -AIR J Y Date: 09-12-11 t = Aibf rrtx Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES, Lot 15KensingtonReserveSeagateFGRW 3710 Hanworth Loop, Sanford, FL 32773 Notes: RVSD MASTER 8-29-18 SRP LS 11/21/18 JH Desig-ri Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 29 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 20469 Btuh Ducts 6489 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26957 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Cooling Area (ft2) 2034 2034 Volume (fts) 17393 17393 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 93 46 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN Model GSZ140361 K AHRI ref 201664258 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 36 °F Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 F 1160 cfm 0.043 cfm/Btuh 0.40 in H2O Input = 8 kW, Output = 25865 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 19364 Btuh Ducts 8268 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 27632 Btuh Latent Cooling Equipment Load Sizing Structure 2419 Btuh Ducts 1098 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3517 Btuh Equipment Total Load (Sen+Lat) 31149 Btuh Req. total capacity at 0.80 SHR 2.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN Cond GSZ140361 K Coil ASPT47D14A AHRI ref 201664258 Efficiency 12.5 EER, 15 SEER Sensible cooling 27840 Btuh Latent cooling 6960 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ri, p( *' 2018-Nov-2114:50:36 Right -Suite@ Universal 2018 18.0.31 RSU24020 Page 1 agateFGRWll ot15KensingtonReserveSeagateFGRW.rup Calc = MJ8 House faces: W 4,,'DEL;A1R Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Vlkb: WWW,DEL-AIR.COM Job: Led SKensingtonlReserveSe Date: 09-12-11 By: VMT I Room name Entire House Bdmi 3 2 Exposed wall 173.5 It 13,5 ft 3 Room height 8.5 ft 8.0 ft heat/cool 4 Room dimensions 13.5 x 13.5 It 5 Room area 2047.5 ft' 182,3 111 Ty Construction U-value Or HTM Area (ft°) Load Area (ft') Load number Btuh/ftl-'F) Btuh1ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N P/S Heat Cool 6 ILG13A4ocs 0.201 n 5.85 4.41 256 224 1308 987 0 0 0 0 2A-2om 0,350 n 10.18 10,63 32 0 330 344 0 0 0 0 W 13A-flocs 2 0.201 n 5.85 4,41 184 184 1076 812 0 0 0 0 13A-flocs 3 0.201 n 5.85 4,41 72 24 140 106 0 0 0 0 1 2A-2omd 0,620 n 18.04 17,22 48 0 866 827 0 0 0 0 13A-40Gs 0.201 e 5.85 L41 112 80 466 351 0 0 0 0T---G 2A-2om 0.350 e 10.18 29.13 32 0 330 943 0 0 0 0 W 13A-4ocs 2 0,201 e 5.85 4.41 88 56 325 245 0 0 0 0 L--G 2A-2orn 0,350 e 10.18 10.63 32 32 330 344 0 0 0 0 W 13A-flocs 3 0.201 e 5.85 4.41 120 88 513 387 0 0 0 0 L-G 2A-2.. 0,350 e 1018 29,13 32 0 330 943 0 0 0 0 13A-4ocs 0.201 s 5,85 4,41 404 369 2158 1628 108 92 537 405 2A-2om 0.350 s 10AS 10.63 10 10 100 105 0 0 0 0 2A-2om 0.350 s 10,18 10,79 9 8 92 97 0 0 0 0 2A-2orn 0.350 s 10,18 11.08 16 12 165 179 16 12 165 179 13A-flocs 0.201 w 585 4.41 112 54 315 238 0 0 0 0 2A-2om 0,350 w 10A8 29.13 26 0 262 748 0 0 0 0 2B-2fm 0,340 w 9.89 30.52 32 0 320 988 0 0 0 0 T- 1D3A-flocs 3 0.201 w 5.85 4.41 40 16 94 71 0 0 0 0 11 DO 0,390 w 11.35 12.11 24 24 272 291 0 0 0 0 W 16B-19ad 0.049 w 1.43 267 45 45 64 120 0 0 0 0 Fj 1w 2C-Os 0*091 Z65 1L47 276 258 684 379 108 108 286 159 L- D 1,DO 0.390 n 11.35 12.11 18 16 203 216 0 0 0 0 C 1613-38ad 0.026 0.76 1,42 2339 2339 1770 3318 182 182 138 258 F 22A-tpi 0,989 28,78 0.00 2048 174 4993 0 182 14 389 0 6 c) AED excursion 0 Al Envelope loss/gain 17505 14667 1514 961 12 a) Infiltration 2963 916 223 69 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 6 380 1F0 0 Appliances/ other 240000 01 Subtotal ( lines 6 to 13) 20469 19364 1738 1030 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20469 19364 1738 1030 151 Duct loads 1 3 2% 1 43%1 6489 8268 3 2% 1 43o/a 551 440 To Totalroom load Total26957L 927632 1 228 8 469 Air required (cfm) 1160 1160 fg 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44 wwr*w"*awC'rt" 2018-Nov-21 14:50:36 OA451 Right- SuiteO Universal 2018 18.0.31 RSU24020 Page 1 natel' GRV\/\ Lot 1 5Kens ingtonRes erveSeagateF GRW. rup Calc=M,18 House faces: W N,',jp,QELAIR Right-JO Worksheet Vow 1 *01 VWw"""M Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone 407-333,2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lott Wen singto n ReserveSe Date: 09-12-11 By: VMT 1 Room name Mstr WIC Mstr WC 2 Exposed wall 0 ft 3.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cod 4 Room dimensions 7.0 x 9.0 ft 7.0 x 3,5 ft 5 Room area 63,0 ft' 24.5 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft') Load number Btuh/ft1-'F) Btuh/ft' or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 t_G 13A-40cs 0.201 n 5,85 4.41 0 0 0 0 0 0 0 0 2A-2ona 0.350 n 10,18 10,63 0 0 0 0 0 0 0 0 W 13A-flocs 2 0,201 n 5.85 4.41 0 0 0 0 0 0 0 0 t--G 13A-4ocs 3 0,201 n 5,85 4.41 0 0 0 0 0 0 0 0 ii 2A-2omd 0.620 n 1& 04 17.22 0 0 0 0 0 0 0 0 t---G 13A-4ocs 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0,350 e 10,18 29.13 0 0 0 0 0 0 0 0 w 13A-4ocs 2 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 1---G 2A-2.rn 0.350 e 10,18 10.63 0 0 0 0 0 0 0 0 w 13A-flocs 3 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0 1--G 2A-2.. 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0 13A-flocs 0.201 s 5.85 4.41 0 0 0 0 28 19 ill 84 2A-2om 0,350 s 1018 10.63 0 0 0 0 0 0 0 0 2A-2om 0,350 s 10.18 1Q79 0 0 0 0 9 8 92 97 2A-2orn 0,350 s Mia 11.08 0 0 0 0 0 0 0 0 13A-flocs 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0 2A-2cm 0,350 w 10.18 29.13 0 0 0 0 0 0 0 0 2B-2frn 0,340 w 9.89 30.52 0 0 0 0 0 0 0 0 t-D 13A-flocs 3 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0 I IDO 0.390 w 11.35 12,11 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 w 1.43 2.67 0 0 0 0 0 0 0 0 2C-Osw 0,091 2.65 1,47 0 0 0 0 0 0 0 0 T-D 11DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1,42 63 63 48 89 25 25 19 35 F 22A-tpl 0.989 28.78 0.00 63 0 0 0 25 4 101 0 6 c) AED excursion 6 1 Envelope loss/gain 48 831 322 214 12 a) Infiltration 0 0 58 18 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 48 83 380 232 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 48 83 380 232 151 Duct loads 32% 431X 15 36 32% 43% 120 99 Total room load 63T 119 501 331 Air required (cfm) 3 5. 22 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44-w MCr 2018-Nov-21 14:50:36 Right-SuiteO Universal 2018 18.0.31 RSU24020 Page 2 gatel' GRM Lot 1 5Kens ington Res erveSeagateF GRW rup Calc = MJ8 House faces: W WorksheetjiJob: Lotl Wen sington ReserveSe QELAIRRight-M) T)" MMK' I* ow"MM D Entire Houseate: 09-12-11By: VMT DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Vkb: VVVVVV,DEL-AIR.COM I Room name Mstr Bthrm Mstr Bdrm 2 Exposed wall 11.5 ft 31.0 ft 3 Room height 8,0 ft heat/cool M ft heat/cool 4 Room dimensions 1.0 x 101.5 ft 1.0 x 259.0 It 5 Room area 101.5 ft' 259.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area M Load number Btuh/ W-'F) Btuh/ft) or perimeter (11) Bt h) or perimeter (ft) Stuh) Heat cool Gross N/P/S Heat Cool J_ Gross N(P(S Heat Cool 6 t_ G 13A-flocs 0,201 n 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0,350 n 10,18 10.63 0 0 0 0 0 0 0 0 W 13A- flocs 2 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 t_G13A- flocs 3 0.201 n 5,85 4.41 0 0 0 0 0 0 0 0 2A-2omd 0,620 n 18.04 17,22 0 0 0 0 0 0 0 0 T__G 13A-4ocs 0,201 e 5.85 4.41 0 0 0 0 112 80 466 351 2A-2orn 0.350 e 10.18 29.13 0 0 0 0 32 0 330 943 W 13A- 4ocs 2 0,201 e 5.85 4,41 0 0 0 0 0 0 0 0 L--G 2A-2.m 0.350 e 10.18 10.63 0 0 0 0 0 0 0 0 W 13A- 4ocs 3 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 L-G 2A-2.m 0,350 e 10.18 29.13 0 0 0 0 0 0 0 0 13A-flocs 0.201 s 5.85 4.41 92 82 480 362 136 136 795 600 2A-2om 01350 s 1018 10.63 10 10 100 105 0 0 0 0 2A-2om 0.350 s 10,18 10,79 0 0 0 0 0 0 0 0 2A-2om 0.350 s 10.18 11.08 0 0 0 0 0 0 0 0 13AAocs 0, 201 w 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 w 10.18 29.13 0 0 0 0 0 0 0 0 2B-2fm 0.340 w 9.89 30.52 0 0 0 0 0 0 0 0 tI 3A- 4ocs 3 0.201 w 5.85 4.41 0 0 0 0 0 0 0 0 11DO 0. 390 w 11.35 12.11 0 0 0 0 0 0 0 0 D W1613- 19ad 0,049 w 1.43 2.67 0 0 0 0 15 15 21 40 T-D 1 2C- Osw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 11DO 0, 390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613- 38ad 0.026 0.76 1.42 102 102 77 144 338 338 256 479 F 22A- tpf 0,989 28.78 0,00 102 12 331 0 259 31 892 0 6 c) AED excursion 34 98 Envelope loss/ gain 989 5771 2760 2511 12 a) Infiltration 190 59 544 168 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1179 636 3304 3510 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1179 636 3304 3510 15 Duct loads 1 32% 431/4 374 272 3 2% 1 43%1 10471 1499 1 Total room load 1553 908 51 L 435115008Air required ( cfm) 67 187 210 Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed, 4k- Vwr* w1*'LftC'rt" 2018-Nov-21 14 50:36 Right-SufteO Universal 2018 18.0.31 RSU24020 Page 3 gateFGRV,ALotl5KensitigtonReserveSeagateFGRWrup Calc=MJ8 House faces, W A11 )DELAIR Right-Right-JCSWorksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 V%k-b: WWW.DEL-AIR.COM Job: Lotl Wen singto n ReserveSe... Date: 09-12-11 By: VMT 1 Rootn name Dining/Family Laundry 2 Exposed wall 29.0 ft 0 ft 3 Room height 8.7 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1,0 x 697.6 ft 7.0 x 6,0 ft 5 Room area 697.6 ft' 42.0 W Ty Construction Ll-value Or HTM Area (ft) Load Area (ft2) Load number BtLjhlft-.F) Btuh/ft') or perimeter (ft) Btuh) or perimeter ift) Btuh) Heat Cool Gross N/P/S Heat Cool1 Gross N/P(S Heat cool1 6 13A4ocs 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 n 10,18 10.63 0 0 0 0 0 0 0 0 W 13A-4ocs 2 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 T 13A-flocs 3 0.201 n 5.85 4.41 72 24 140 106 0 0 0 0 1 2A-2omd 0,620 n 18,04 17.22 48 0 866 827 0 0 0 0 T--G 13A-4oc 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A -2om 0.350 e 10.18 29,13 0 0 0 0 0 0 0 0 W 13A-flocs 2 0.201 e 5,85 4.41 0 0 0 0 0 0 0 0 L G 2A-2.m 0.350 e 10.18 10.63 0 0 0 0 0 0 0 0 W 13A-flocs 3 0,201 e 5,85 4.41 120 88 513 387 0 0 0 0 L---G 2A-2.n, 0.350 e 10.18 29.13 32 0 330 943 0 0 0 0 13A-4ccs 0.201 s 5,85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 s 10.18 10,63 0 0 0 0 0 0 0 0 2A-2om 0,350 s 10.18 1039 0 0 0 0 0 0 0 0 2A-2om 0.350 s 10,18 11.08 0 0 0 0 0 0 0 0 13A-flocs 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 w 10,18 29.13 0 0 0 0 0 0 0 0 28-2fm 0.340 w 9.89 30,52 0 0 0 0 0 0 0 0 t- 3A-4ocs 3 0.201 w 5.85 4.41 40 16 94 71 0 0 0 0 D 11DO 0.390 w 11.35 12.11 24 24 272 291 0 0 0 0 W 16B-19ad 0.049 w 1,43 2.67 15 15 21 40 0 0 0 0 q-D 12C-Osw 0.091 2,65 1,47 168 150 398 221 0 0 0 0 1 IDO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 168-38ad 0.026 0.76 1.42 836 836 633 1186 42 42 32 60 F 22A-tp! 0,989 28.78 0.00 698 29 835 0 42 0 0 0 6 c) AED excursion 367 A3 Envelope loss/gain 4304 39201 32 16 12 a) Infiltration 511 158 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 5 1150 0 0 Appliances/other 0 6001 Subtotal (lines 6 to 13) 4814 5228 32 616 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4814 5228 32 616 15 Duct loads 32% 43% 1526 2232 32% 43% 10 263 Total room load 6341 746j0 42 879 Air required (cfm) 273 13313 2 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A.v 2018-Nov-21 14:50:36 Right-Suite8 Universal 2018 19.0.31 RSU24020 Page 4 agateFGR=Lot15KensingtonResei-veSeagateFGRW.iLip Calc = MJ8 House faces: W Right-JO Worksheet Entire House DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEl.-A1R.GOM Job: Lott Wensingto n ReserveSe Date: 09-12-11 92111111111LUM 1 Room name Kitchen/Nook Bdrm 4/Study 2 Exposed wall 34.0 ft M5 ft 3 Room height 8.9 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 277.4 ft 13.5 x 10.5 ft 5 Room area 277.4 ft' 141.8 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ft7-'F) Btuh/ft' or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool t---G 13A-40os Q201 n 5.85 4.41 0 0 0 0 84 68 397 299 2A-2om 0,350 n 10.18 10.63 0 0 0 0 16 0 165 172 W 13A-flocs 2 0.201 n 5.85 4,41 184 184 1076 812 0 0 0 0 13A-4ocs 3 0,201 n 5.85 4.41 0 0 0 0 0 0 0 0 1 2A-2omd 0.620 n 18,04 17.22 0 0 0 0 0 0 0 0 t---G 13A-4ocs 0.201 e 5,85 4.41 0 0 0 0 0 0 0 0 2A-2om 0,350 e 10.18 29.13 0 0 0 0 0 0 0 0 W 13A-flocs 2 0.201 e 5.85 4,41 88 56 325 245 0 0 0 0 1--G 2A-2. 0.350 e 1Q118 10,63 32 32 330 344 0 0 0 0 W 13A-flocs 3 0,201 e 5,85 4,41 0 0 0 0 0 0 0 0 L-G 2A-2.. 0,350 e 10,18 29.13 0 0 0 0 0 0 0 0 13A4ocs 0.201 s 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0,350 s 10,18 10.63 0 0 0 0 0 0 0 0 2A-2om 0.350 s 10.18 10.79 0 0 0 0 0 0 0 0 2A-2om 0,350 s 10.18 11.08 0 0 0 0 0 0 0 0 13A-4ocs 0,201 w 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 w 10.18 29.13 0 0 0 0 0 0 0 0 2B-2fm 0.340 w 9.89 30.52 0 0 0 0 0 0 0 0 t 1 3A-flocs 3 0.201 w 5,85 4.41 0 0 0 0 0 0 0 0 11DO 0.390 w 11,35 12,11 0 0 0 0 0 0 0 0D W 16B-19ad 0.049 w 1,43 2.67 15 15 21 40 0 0 0 0 T-D 1 2C-0sw 0'091 Z65 1.47 0 0 0 0 0 0 0 0 11DO 0,390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 352 352 266 499 142 142 107 201 F 22A-tpI 0.989 28.78 0.00 277 34 979 0 142 11 302 0 6 c) AED excursion 218 48 Envelope loss/gain 2997 1722 971 625 12 a) Infiltration 593 184 174 54 b) Room ventilation 0 0 0 0 13 1 ntemal gains: Occupants @ 230 OT 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 3591 3106 1145 678 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3591 3106 1145 678 1 Duct loads 320% 43% 1138 1326 32% 431% 363 290 Total room load 4729 4432 1508 968 r requiredwnsell (_f.) 203 186 65 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 044- 2018-Nov-21 14:50:36 Right SuiteO Universal 2018 18.0.31 RSU24020 Page 5 gateFGRW\Lotl5KensingtonReserveSeagateFC,RVV,rup Calc=MJ8 House faces: W AI I Job: LotllWensingtonReserveSe, A"MEL-Ag-orsee lM M"w1EntireHouse Date: 09- 12-11 By: VMT DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 "kib: WWW.DEI--AIR,COM 1 Room name Btfirm 2 Bdrm 2 2 Exposed wall 8,5 ft 32.0 ft 3 Room height 8,0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 9.O x 8.5 ft 14.0 x 13.0 ft 5 Room area 76.5 ft' 182.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh( ft'F) BtUh/ft2) or perimeter (ft) Bt ih) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vff 13A-4ocs 0.201 n 5.85 4.41 68 68 398 300 104 88 514 387 2A-2om 0.350 n 10.18 10.63 0 0 0 0 16 0 165 172 W 13A- flocs 2 Q.201 n 5,85 4.41 0 0 0 0 0 0 0 0 13A-flocs 3 0.201 n 5.85 4.41 0 0 0 0 0 0 0 0 1 2A- 2omd 0.620 n 18.04 17.22 0 0 0 0 0 0 0 0 t--G 13A-4ocs 0.201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A-2om 0.350 e 10,18 29.13 0 0 0 0 0 0 0 0 W 13A- flocs 2 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 L--G 2A-2.m 0.350 e 10,18 10.63 0 0 0 0 0 0 0 0 w 1-- G13AAocs 3 0,201 e 5.85 4.41 0 0 0 0 0 0 0 0 2A-2. m 0.350 e 10.18 29.13 0 0 0 0 0 0 0 0 0.201 s 5.85 4.41 0 0 0 0 40 40 234 176 2A-2om 0,350 s 18 10.1810.63 0 0 0 0 0 0 0 0 TE 13A-4or, s 2A-2orn 0.350 s 10.18 10.79 0 0 0 0 0 0 0 0 2A-2om 0.350 s 10.18 11.08 0 0 0 0 0 0 0 0 IL213AAocs 0. 201 w 5.85 4,41 0 0 0 0 112 54 315 238 2A-2om 0.350 w 10.18 29.13 0 0 0 0 26 0 262 748 2B-2fm 0.340 w 9.89 30.52 0 0 0 0 32 0 320 988 T-D 13A-flocs 3 0.201 w 5.85 4,41 0 0 0 0 0 0 0 0 1 IDO 0.390 w 11.35 12.11 0 0 0 0 0 0 0 0 W 16B- 19ad 0,049 w 1,43 2,67 0 0 0 0 0 0 0 0 2C-Osw 111DO 0.091 Z65 1.47 0 0 0 0 0 0 0 0 1-4) 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 16B- 38ad 0,026 0.76 1.42 77 77 58 108 182 182 138 258 F 22A- tpl 0.989 28,78 0.00 77 9 245 0 182 32 921 0 6 c) AED excursion 30 690 Envelope loss/ gain 700 379 2869 3658 12 a) Infiltration 141 43 529 164 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 841 422 3398 3822 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 841 422 3398 3822 15 Duct loads 3 2% 43% 267 180 3 .1 43%1 1077 1 1632 Total room load Total 1107603 4 475 5454required (cfm) 48 25 19 193L 2299 Calculationsapproved by ACCA to meet all requirements of Manual J 8th Ed. 44-v 2018-Nov-21 14:50:36 Right-SuiteO Universal 2018 18,0,31 RSU24020 Page 6 gateFGRW\Lot15KerisingtonReserveSeagatel- GRW.(up Cale = M,18 House faces W f w" Job: Lott SKen sin gtonReserv.. DELAIR Duct System Summary Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR,COM For: RYAN HOMES, Lot 1 5Kens ingtonReserveSeagateFGRW 3710 Hanworth Loop, Sanford, FL 32773 External static pressure Pressure lasses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.242 in/ I 00ft 1160 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.242 in/ 1 00ft 1160 cfm 141 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk Bdrm 2 c 5454 193 229 0.287 8.0 Ox 0 VlFx 33.4 85,0 st2 Bdrm 3 h 2288 98 62 0.455 6.0 OX0 VlFx 43 70.0 Bdrm 4/Study h 1508 65 41 0.319 6.0 OX0 VlFx 21.5 85.0 st2 Bthrm 2 h 1107 48 25 0.306 4.0 OX0 VlFx 26.3 85.0 st2 Dining/Family c 2487 91 104 0.242 6.0 OX0 VlFx 40.3 100.0 st3 DiningtFamily-A c 2487 91 104 0.242 6.0 Ox 0 VlFx 40.6 100.0 st3 Dining/Family-B c 2487 91 104 0.307 6,0 Ox 0 VlFx 25.8 85.0 SO Kitchen/Nook h 2365 102 93 0.293 7.0 OX0 VlFx 30.9 85,0 st2 Kitchen/Nook-A h 2365 102 93 0.281 7.O Ox 0 VlFx 35.9 85.0 st2 Laundry c 879 2 37 0.451 4.0 OX0 VlFx 5.4 70.0 Mstr Bdrm c 5008 187 210 0.247 8.0 Ox 0 VlFx 37.4 100.0 st3 Mstr Efthrm h 1553 67 38 0.311 5.0 Ox 0 VlFx 24.4 85.0 stl Mstr WC h 501 22 14 0.314 4.0 OX0 VlFx 23.3 85.0 stl Mstr WIC c 119 3 5 0.315 4.0 OX0 VlFx 23.0 85.0 stl Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diarn H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 369 419 0.242 534 12.0 0 x 0 VinlFlx SO SO Peak AVF 551 580 0.242 543 14.0 0 x 0 VinlFlx st2 Peak AVF 509 481 0,281 476 14.0 0 x 0 VinlFlx wrighitsoft- 2018-Nov-21 14:50 37 Right-Suitel), Universal 2018 18.0,31 RSU24020 Page I g,teF GRW\ Lot 1 5Kens ington Res erveSeagatef W-GR.rup Cale = MJ8 House faces: WA& .9 Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx wrightosft-, Right -Suited Universal 2018 18.0.31 RSU24020 agateF GR M Lot 1 Wens ingt onR eserveSeagateF GRW. rup Calc = M,18 House faces: W 2018-Nov-21 14 50:37 Page 2 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist I A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) LJ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403. 7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 11 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 11/21/2018 2:45:35 PM EnergyGauge('?) USA 6,0,02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandato!j Requirements for Residential Performance, PrescriEtive and ERI Methods 7 3710 Hanworth Loop Permit Number: 77 Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details, SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. j R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402,4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveld-pe. 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 contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordanceElwiththemanufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction, Where required by the code official, an approved third party shall inspect all components and verify compliance. R402,4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(0, (g) or (i) or an approved third party. 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 penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 6. Supply and return registers, if installed at the time of the test, shall be fully open. F-1 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakag(VVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0,5 ofm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAIVA/ WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 11/2112018 2:46 PIVI EnergyGauge& USA 6.0,02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) oR402,4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air toopencombustionfuelburningappliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8, Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the Outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 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 labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS F-] R403A .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system, F-1 R403,11 .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, R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2,9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3,3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193, 0 R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test, 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official, FIR403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (1 3'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403,5. 1, 1, Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1,2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 5151 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy, 11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5,5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403,5.6.1.1 Automatic controls, Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60'C). ElR403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. El R403.5,6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2, 1, R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual Solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south, F-1 R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed FIVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1 The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 1 If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 otherwise, R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1 . This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY aAIRFLOW CFM/WATT) RATE MAXIMUN CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfmfwatt Any For SI: I cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) o R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1,15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice, R403.7.1.2 Heating equipment capacity. El R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section 134037.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ElR403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4VC). R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spasF-1 shall be in accordance with Sections R403.10.1 through R403.10.5. EJ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset scheduleElshallbeinstalledforheatersandpumpmotors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on -site renewable generation. 0 R403.10.3 Covers, Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermalEJefficiencyof82percentforheatersmanufacturedonorafterApril16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 11121/2018 2:46 PIVI EnergyGaugeO USA 6.0,02 (Rev, 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum GOP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorYhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps, Exception: Low -voltage lighting, R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights, 11/21/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lott 5KensingtonReserveSeagateFGRW Builder Name: RYAN HOMES Street: 3710 Hanworth Loop Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 ui Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed, with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pil;I*ng and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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, Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire s rinkler cover olate5 ana walls QL cQH nos, In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 11121/2018 2:46 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 691000 Builder: RYAN HOMES Address: 3710 Hanworth Loop City: Sanford Community: Permit #.- State: FL Lot: 15 Zip: 32773 x 60 + 18916 Method for calculating building volume: CFM(5T) Building Volume ACH(50) 0 Retrieved from architectural plans 1:1 PASS 0 Code software calculated El When ACH(50) is less than 3, Mechanical Ventilation installation 0 Field measured and calculated must be verified by building department, R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues. or individuals licensed as set forth in Section 489,105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft 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 doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Printed Name of Tester: License/Certification #: Date of Test: Issuing Authority: 11/21/2018 2:46:51 PM EnergyGauge(D USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 4PX42 AIC SLAB By MAR MIN 2' FROM WILL A 0— At bath to roof cap on axn Nutooe 696RNI f) 1j" 64 OJ ini n 4' to roof Cap tA WAQ- n --i 3=RNBl 0, Ld oJ, rzi WW Ld 01 (11 cren areT COORS TO HANTAL RO— T, R, I— ITIONI z i"A 5 4 iL 6--- of 4 —h- .,—d the .1, h—dk— p— the St.t,,, Energy "d, IkI duct I.., an -6 —l.tl— —W, m 0— (1) 0 M 230 _ IIMAft Must have u minimum clearance of 4 inches around the air h^nder per the State Energy code 6 u @240vzPH NOTE TO BUImERiMUST PROVIDE UNRESTRICTED I INCH UNDERCUT ON DOORS TO xAaoAL ROOMS rr^n Fauc+ ruls sized In compliance with Florida Residential o"xmmg cuue-m1602.* balanced return air. sxcsprzows 1-3 Ai( duct has an r=6 |nsu(uf|nn vo\ue. Application Inquiry - Fees 12:01:33 Application number: 18 00004757 Property . . . . : 3710 HANWORTH LP Fee Class/Type/Description Trans amt Amt due A AF 01-APPLCTN FEE -BUILDING 25.00 25.00 A BR 01-BLDG,PLAN REVIEW 225.00 225.00 Credit fees due: .00 Revenue fees due: 250.00 Press Enter to continue. Total due: 250.00 F3=Exit Fll=Change view F12=Cancel F10=Amt billed CITY OF SANFORD CUSTJMER RECEIPT her; PLANDA Type; OC Drawer; IDate: 12/14/18 01 Receipt no: 45487 Year Number Afsount 2018 4757 371@ H4HWO1`TH LP SANFORD, FL 32773 PP BUILDING PERMIT RECEIPTS P 0'00 TendpT detail CK CHELK Tnf;kl f01147'04 Total Davm nf Traps Ala+r44 IP/14/1a Struct Permit Insp Bottom J... IWCD 2 r r v {/yr,-- 3 144 4 1146 G K 4ki sdw- 6"- DESCRIPTION AS FURNISHED: Lot 15, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, F/orido, PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. iff LOT 14 BRISSON A VENUE 150' Rlw) 1.00' NON —VEHICULAR EASEMENT S 00019'09" E 75. 00' PROPOSED T. 7 — — — — — — — — — — — 29, 50 LOT 15 12.50' 29.0' --- 22.50' — b 06 LANAI 12.50' —, 1.0 PROPOSED RESIDENCE MODEL: SEAGATE-F 3 CAR GARAGE RIGHT Q, 0U) ENTRY 5. 0, O 12,50, 14.0, 161, WALK 26.59' 25, J. 5'x3.5' AC 12.50' 10,0 12.50' T, 210 2 7.2' DRIVE 25.50' 26,15' 12.50' 5' CONC. WALK S 00*19'09 " E 75. 00' CCU,aURB 22 4' HANWORTH LOOP 50' PRIVATE ROAD) 11,a` 65.06' 0 P, c PLOT PLAN ONLY NOT A SURVEY PROPOSED : FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN AREA CALCULATIONS E L ING SETBACKS: A,- fURN/;HQ PER DRAINAGE PLANS IMPERVIOUS COVERAGE - 3,535± SQUARE FEET OR 3,9.,3/- FRONT 2 PROPOSED DRAINAGE FLOW LOT CONTAINS 9,000± SQUARE FEET REAR 20 LOT GRADING TYPE A V I WALK ON-32± SQUARE FEET SIDE - 5' FOR 40' LOTS WALK OFF-300& SQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 26J' DRIVE ON-653± SQUARE FEET SIDE - 10' FOR 75' LOTS DRIVE OFF(APRON)-142± SQUARE FEET SIDE STREET =- 25' CRVSF-k,V'z,27 ASSOC, IYC -- LAAIT SUR[IT YORS LEGEND p PLAT PIETZ POINT ON LINE0 5400 E. COLONIAL OR, ORLANDO, FL. 32607 (407)- 277-32,32 FAX (407)-658-14-36I31 IR FIELDWON PIPE IRON ROD IYF" PR C, P41C TYPICALPOINTOf REVERSE CURVATURE COWOUNEPOINTOr 'C,,ATV,, NOTES' I, THE UNDERSIGNED DOES HEREBY CERTIFY ThAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD ()v C,! Sj, R CONCRETE C MONUMENT PAD, RADIAL PROFESSIOW SURVEYORS AND MAPPERS IN CHAPTER J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT To SECTION 47Z027, FLORICA SFATuE5S REC, Ile' 10 /VLB 4596 MR, NON -RADIAL 2 UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY "AP OR COPIES ARE NOT VALID. PrR POINTPOINT BEGINNING vp. CAL WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHTO TO THE SURVEYOR, THERE MAY BE OTHER RESTRICI!ON, P.C.C.POINT OrOF COMMENCEMENT PAX CALCVLATCDPERMANENT REFERENCE MONUMENTC OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS ItAVr BEEN LOCATED UNLESS OTHERWISE SHOWN. CNENTERLINEAILLDISK I F, B.SL. OR C DVATIONFINISHEDFILESETBACKBUILDINGSETSLINE 5, THIS SURVEY IS FREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON By ANY OTHER EnDryRNSDSVESMTRIGHT-OF-WAY WAY EASEMENT S.M. BENCHMARK 6, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, DRAIN. DRAINAGE B.B. BASE BEARING 7, BEARINGS. ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN aASE BEARING (9.0.) AS UTIL. U TILITY 8, ELEVATIONS, IF SHOWN, ARC BASEDO'j NATIONAL GEODETIC VERTICAL DATUMOF 1929. UNLESS 0 THERW ISE AT 0 TEO, CL YC CHAIN LINK FENCE 9. CERTIFICATE OF AUTI'ORIZATION N.. 4596. WDFC. C/B WOOD FENCE CONCRETE BLOCK PC PU v0 CU VATURE SCALE •20 —t DRAWN BY.' P IDI:SC POINTN OF TANGENCY DESCRIPTION CERTIFIED By, 5A' No. RADIUSARCLENGTH PLOT PLAN 11-29-2018 7727-18 C DEACHORLTD ROOSED PLOT PLAN (MOVED AC) 12- 11-2018C4CHORDBEARING NORTH THIS BULLRING/PROPERTY DOES NOT UE WITHIN I 'V"* : V LTHEFSTAULISHEOTOOYEARFLOODPLANEASPERGRUIE ZONE "X Imcsll W. SCO . R.L.S # 4801MAPj121170009OF (09-28-07) W "01 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461 -R3 Sliding Ply Gem 4780 SGID 14634-R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11 / 8174.2 - R1 2 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Certain"reed Corp. Certain"Feed Asphalt Roofing Shingles 5444 - R12 Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category Subcategory Manufacturer Product Descry' tion Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. SkylWhts Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Enqjneered Lumber Railin...._ Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 As slow T R U'S 5 IE 9 A FLORIDA CORPORATION PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com I N ES E I NETuZ) BUILDER: RYAN HOMES PROJECT- KENSINGTON RESERVE MASTER#: WRCSG4FG9 OPTIONS: 3 CAR GARAGE::9-4 CLG Lumber design values are in accordance with ANSUTPI 1-2007 section 6.3 AorA-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSG4FG9 A-1 Roof Trusses JOB #74397 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: SEAGATE v4 "F" Address: LOT #15 Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address-, City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 Design Program: MiTek 20/20 8,1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 56 individual, dated Truss Design Drawings and 16 Additional Drawings, With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31,003,section 5 of the Florida Board of Professional Engineers Rules. N,lo. Seal# Truss Name Date 1 A0038194 A09F 5/16/18 A0038195 A10F 5/16/18 3 A0038196 A10FS 5/16/18 4 A0038197 A11F 5116/18 5 A0038199 A11FG 5/16/18 6 A0038200 Al2F 5/16/18 7 A0038201 Al2FG 5/16/18 8 A0038202 A13FG 5/16/18 9 A0038203 A13HF 5/16/18 10 A0038204 A14FG 5116/18 11 A0038205 A14HF 5/16/18 12 A0038206 A15HF 5/16/18 The Iniss drawing(s) referenced have been prepared I Ltd. Truss Design Engineer's Name: Anth My license renewal (late for the state of Florida is F No. - Seal# Truss Name—, Date 13,_ A0038207 A16HF 5/16/18 14 A0038208 C01FG yY 5/16118 15 A0038209 CO2FG 5/16/18 16 A0038210 CO3FG 5/16/18 17 A0038211 Cil 5/16/18 18 A0038212 CJ1F 5/16/18 19 A0038213 CJ1FG 5/16i18 20 A0038214 CJlFP 5/16/18 21 A0038215 CJ3AF 5/16/18 22 A0038216 CJ3F 5/16/18 23 A0038217 CJ3FG 5/16/18 24 A0038218 CJ3FP 5/16/18 y MiT(,k Industries, Inc. under my direct supervision ba ony Tombo III ebruary 28,20119. No. Seal# Truss Name Date 25 A0038219 CJ5AF —,5/16/18— 26 A0038220 CJ5F — 5/16/18 27 A0038221 CJ5FG 5/16/18 28 A0038222 GJ5FP 5/16i18 29 A0038223 D05F 5/16/18 30 A0038224 D06F 5/16/18 31 A0038225 D07F 5/16/18 32 A1031223 E06 5/16/18 333 A00 838227 E09 5/16/18 34 A0038228 E10 5116/18 35 A0038229 Fil 5/16/18 36 A0038230 GOI F 5/16/18 d on —the pararineters, provided by A-1 Roof Trusses, NOTE:The seal on these drawings indicate acceptance of professional o T T 04" 1 engineering responsibility solely for the truss components shown. 0 The suitability and use of components for any particular building is the responsibility of the . 1 ' 0N .. N N . ' building designer, per ANSI/TPI-1 Sec. 2. .* The Truss Design Drawing(s)(TDD(s]) referenced have been prepared based on the to 00033" construction documents(also referred Loattimes as"Structural EngineeringDocuments') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by (All Roof 10 Trusses or specific location). These TDDs (also referred to at times as 'Structural ag Engineering Documents') are specialty structural component designs and may be part of the project' s deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty DN T- 1-1-1f-, Engineer), the seal here and on the TDID represents an acceptance of profession (,N 111111 YT T., 11 nlhoyKT. Tombo 111 0, W, engineering responsibility for the design of the single Truss depicted on the Too on y, e I A I I S Building Designer is responsible for and shall coordinate and review the TDDs for 5A6is 1 compatibility With theirwritten engineering requirements. Please review all TDDs and all oill PE related notes. S L T _,ERIAI 4- 3B 8C A2 2100 00 GO 00 4C 12 87 DF Page 1 of 2 Lumber design values are inaccordance with ANS|/TP| 1-20O7seoiun83 1 ROOFThesoimuadosignu*4yon|umbarva|uoaasiaWishedhyo~ ~` MTR0NSSES rumm^ CORPORATION RE: Job VVRCS(}4FG0 No. Seal # Truss Narrie Date Page 2 of 2 Job '"truss !Truss Type iOty Ply i A00381 94! WRGSG4F(',9 i A09F (Common 12 1 Job Reference (optional) At Root Trusses, Fort Pierce, I'L 34946, dosirin(§ba I truss corn Run 8 120 9 Nov 12 2017 Print 8.120 s Nov 12 2017 Mil ek lndusv,es, Inc. Wed May 16 14 40 44 2018 11 1 ID Uun)EBPzQXokuwJ2PSW?E2TyuPlti-MEWzO6zzsSqWs9edj(jjSsMesyu25rilliNj,%R?GFz IVI FI 1-0- 12 6-5-13 11-10-9 19-11-4 27-11-15 33A-1 1 39-10-8 40-11-4 1-0-1i Ii i26-5-13 5-4-12 8-0-11 8-0-11 5-4-12 6-5-13 1 0_12 50o!12 5x6 6 Dead Load Den. -- 1/4 in 18 11 191b 20 15 1 142" 113 12 6x6 3x4 3xh 3x8 3x6 3x4 6X6 10-0-2 19-11-4 29-10-6 39-10-8 10-0-2 9-11-2 9-11-2 10-0-2 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12]z [10:0-2-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) lidefl l_/d PLATES GRIP TELL 20,0 Plate Grip DOL 1,25 TC 0,67 Vert(LI_) 0.26 13-15 999 360 M T20 244/190 f`CDL 10,0 Lumber DOL 1,25 BC 0.99 Vert(CT) 0.50 13-15 956 240 BOLL 0,0 Rep Stress Incr YES WB 0.99 Horz(C 1-) 0,13 12 n /a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 226 In FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' WEBS B2: 2x4 SP No.2 6-15=-586/986, 7- 113=-693/569, WEBS 2x4 SP No,3 7-13=-3/321, 5-15--693/569, BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS I Row at rnidpt 7-15, 5-15, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 18 1656/0-7-4 (min, 0-1-15) 12 = 1656/0-7-4 (min. 0-1-15) Max Horz 18 IOI(LC 13) Max Uplift 18 397(LC 12) 12 397(LC 13) Max Grav 18 1656(LC 1) 12 = 1656(LC 1) 5-17=-3/321, 3-18----228711372, 9-12=-2287/1372 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCL 7-10 ' Vult= 1 50rnph (3-second gust) Vasd= 1 16n)ph; TCDL=5.0p-,f: BCDL=S,Opsf, h= 1511; Cat. 11, Exp C; Encl., GCpi=0,18; MWFRS (envelope) and C-C Fxtonor(2) zone, cantilever left and right exposed end vertical left and right exposod,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurfent with any other live loads, 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=397, 12-397. FORCES. (lb) Max. Comp,/Max. Teri, - All forces 250 (lb) or less LOAD CASE(S) except when shown, Standard TOP CHORD 2-3=-372/341, 3-4=-251111606, 4-5=-2397/1625, 5-6=-1947/1364, 6-7=-1947/1364, 7-8--2397/1625, 8 -97--2511/1606, 9-1 0= -372/341 2-18---3941426, 10-12-394/426 BOTCHORD 17-18=-1331/2234, 17-19=-1218/2220, 16-19=-1218/2220, 16-20---1218/2220, 15-20= 1218/2220, 15-21=-1214/2220, 14-21=-1214/2220, 14-22=1214/2220, 13-22=-1214/2220, 12-13"--1319/2234 WEBS 6-15=-586/986, 7-15=-693/569, U ri t+ "". 1x % 1 C!"';r A s 'WA', UNIA, NA k_QflNll ,;ii;dlfIA 'ne. v A, My 'v',vi"' all ,A o, N 'Ml ev-' ft"4 't C 9tr 10'n 1r, k Ff i, E+*11 1d of q-" -0. 1 It", (111'11-s luri ii, t1V i, "t,,l i, 1, 11'* At IAIIE 114 1ro 0- A q- I "I I"Iflu 4,"' N. w", t 1, 1 .4 ft, o i 4-* W M J A- lw4 W'.j 1st 'W k a"j" c 1, P, "'.1 Oon 0i4j 'n" Vl$ plkte q I sh A "N o t." It I 0-;fie 0 t I q- A 1". Chf." flft4r' :'A' vt'P"s - *'nj '11 "i0q ",'j, v 'j'rv' i.Nj M'v'H!10- '04"Wii I Z BIN"! iti, P. Job !Truss Truss Typo joty Ply A00JO WRGSCAFG9 A101- Hire Job Reference (optional) Al Roof T m5Fes, fort Mel ce, F1, 34946, design( altrt'ss Born FR.. 8 120 s Nov 12,2017V'nnt it 120 s Nov 12 2017 MiTek Industries, Itic Wed May Ili 14 40 45 2018 flags I ID)uriiF[IPZQXokuwJ2P,'iW?F2TyuPlli-rQ4tcS.,bdniyNtJ,JDpileFtiPaA oHSaVloXxWRZohzFv'G t 20P 11 4 1 0-12 723 134 13 18 11-4 19 1 14 26-5-11 32 8-5 39-10 8 it)- I 1 4 1 -0- 1'2 7-2-3 6 2-9 S 6' 7 1 0-6 S6_/ 6-2-9 7-2 3 1 0 12 I 0_ 0 3x6 ii Dead Load Defl, = 3/16 in 5 1 3x600 1123X6I20 19 18 21 17 22 16 15 14 6X6 3x6 = 3x4 3X8 3x4 3x6 20-11 4 105-1 18 11-4 1 39 10-8 10-5- 1 1 8 6- 3 f1_3 10-5-1 1-0- 0 Plate Offsets ( X,Y)-- t20-3-0,0-1-12], [6:0-3-0,0-2-4], t8:0-3-0,0-2-41, 1 12:0- 3- 0,0-1-12] 1 LOADING (psf) SPACING- 2-0-0 CS1. 1 DEFL. in ( loc) Weft Ud TOLL 20,0 Plate Grip DOL 1 25 rc 0,85 Ved(U-) 0-28 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,65 i Ved(C 1) 0,51 19-20 930 240 13CI-L (f() Rep Stress Incr YES i WB 1,00 I iorz(C F) 0,12 14 n/a n/a BCDT, 10,0 Code FBC201 71rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 BOY CHORD 2x4 5T' M 30 WEBS 2x4 STI No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc puffins, except end verticals. BOY CHORD Rigid coiling directly applied or 6-2 -10 oc bracing. WEBS I Pow at m0pt 5-17, 9- 17,3-20, 11-14 MiTok recommends that Stabilizersand required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - REACTIONS. ( Ib/size) 20 = 1656/0- 7-4 (min, 0-1-15) 14 1656/0- 74 (ruin.0-1-15) Max Holz 20 = 95(LC 13) Max Uplift 20 = 390(LC 12) 14 = 390(LC 13) Max Grav 20 = 1656(l- C 1) 14 = 1656(LC 1) FORCES, (II)) Max, Comp./Max. Yen. - All forces 250 (1b) or loss except when shown. WEBS 3-19- 116/ 283, 5-19=-115/383, 5- 17=-620/514, 9-17=-6201515, 9-15=- 115/383, 11 -15---116/ 283, 3-20- 2291/1361, 11-14=, 2291/ 1360, 7-17=-646/11052 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-150iriph ( 3-socond gust) Vasd=1 16inph, VCOL=5.0psf, BCDL=fj,0psf; If= 1 5ft' Cat, 11, lExp C ' Encl., GCpi=O, 18, MWFRS (envelope) and C- C Exterior(2) zone, cantilever left and fight exposed end vertical loft and right exposed,C- C for members and forces & MWFRS for reactions, shown: Lumber DOL= 1,60 plate grip DOL- 1,60 3) Provide adequate drainage to prevent water pondinq. 4) This truss has been designed for a 10,0 Tisf bottorn chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20,Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt= lb) 20=390, 14=390. TOP CHORD 2-3=-405/371, 3- 4=-2494/ 1600, 4-5=-2419/1622,5-6=-1926/ 1368, LOAD CASE(S) 6-7 -,-1714/1326, 7-8--171411326, Standard 8-9- 1926/1368, 9-10--2419/1622, 10-11=- 2494/1600, 11-12=-405/371, 2-20=- 412/445, 12-14-----412/446 BOT CHORD 19-20= -1349/2280, 18 -19= -1121/2116, 18-21- 1121/2116, 17-21=-1121/2116, 17-22=- 1 118/2116, 16-22=-1 118/2116, 15-16=-1118/2116, 14-15=-1338/2280 WEBS 3- 19=- 116/283, 5-19=- 1 15/383, 5- 17=_620/514, 9-17= -620/5 15, 6x6 PLATES GRIP MT20 244/190 Weight: 228 In FT -- 101% C;'V; s 'iV zrQqjl 09 'j! I: r i':& d'„ W aqal A"A "-1 16" 1 j,' rf W," '" - '- 't' Sr 004au 4, 1"'(1 y o 14 .1*T '111 j ", lt V' 1. 1 A 14 4 0' ' 0 tl rs a 8'083 ft'T+ H V'1"" e' t' it"j ' i ' ", . "" " e 1 o-odtoi t' A .1 F'-4 It d! m' j i " i '." t' "n 1 11, 1'4'1 J#' " I M i 4 1,,! ,t b! it Lja ji, f, 41, l' ith) j) ? r I t A I bd Basses A. It, "y I I '.b it[ P i R'p, m go'o 0 It, k"wil 'i, 'mf f0m n P'O'bo,f Ifif writlea Pow 1' 'o A I R"'f i t.es 40h., I I o'n, 11, P i Job 'Truss, Truss Type City Ply A0038196 1 WRC SG4FG9 AIOFS Flip Job Reference (optional) At Root Inisses, Fool Pierce, Fl- 34946, destgn((Palruss'corn Rung 8 120 s Nov 12 2017 Print 8A20 S Nov 122017 Mil ek Industries, Inc Wed May 16 14 40 46 2018 Page I ID igpjYE3xtjP8oBiIH6PrSYazz2of-Jcekpo_D044E5To?rjlwxnj9chotiEC?,qAAw6K7zFvXF 21-0-1 7-3-2 135-10 19-0 1 m 0-1 26-6-8 32-9-1 39 11-5 At 0o 132 629 56 7 1-06 56-7 6-2-9 7-2-3 11-0-12 1-0-0 U6 li Dead Load Oon. = 114 in 5 00! 12 3x6 3x6 r 6 3x6 c 3x4 4 3 4x6 2 3x4 3x6 4x4 Z' 10 4x4 \2 0 // --- I 14Y11 4x6 I X W11 17' 19 18 20 17 21 16 22 15 23 14 13 6x6 3x4 4x6 Us 4x6 r.. 3x4 6x6 210-1 0-5-15 19-0-1 2-0-1 29-6-4 39-11 5 8f 8-6-3 10-5-1 0-0 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4], [7:0-3-0,0-2-41, [11:0-3-0,0-1-121 LOADING (pst) SPACING- 2-0-0 CSL DEFL. in (loc) TOLL 20.0 Plate Grip DO[- 1.25 TC 0,85 Vert(LL) 0F28 16-18 TCDL 10.0 Lumber DOL 1.25 PC 0,66 i Vert(CT) 0,53 18-19 BCLL 0,0 Rep Stress Incr YES WB 1,00 i Hory(C-F) 0,12 13 BCDL 10,0 Code FBC2017rTP12014 Matnx-MS LUMBER - FOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 2-18=-140/302, 4-18=-1 301:196, BRACING- 4-16=-627/517, 8-16=-620/514, TOP CHORD 8-14= 114/382, 10-14-- 116/283, Structural wood sheathing directly applied or 2-9-3 2 19=-238111473, 10-13=-229811364, oc pudins, except end verticals, 6-16=-648/1049 ROTCHORD Rigid ceiling directly applied or 6-1-15 oc bracing, NOTES - WEBS 1) Unbalanced roof live loads have been I Row at rTlidpt considered for this design 4-16, 8-16, 2-19, 10-13 2) Wind: ASCE 7-10 ' Vlllt- 1501 nph (3-second MtTek recommends that Stabilizers and gust) Vasd= 1 16mph, TCDL=5,Opsf, required cross bracing be installed during truss BCDL=5.0psf ' h=15ft; Cat. 11; Exp C. Encl., erection, in accordance with Stabilizer Gcpi=0,18, MWFRS (envelope) and C-C Installation guide, Exterior(2) zone; cantilever left and right exposed REACTIONS. (Ib/--ize) 19 = 1 585/Mechanical 13 = 1660/0-7-4 (rnin,0-1,15) Max Herz 19 = 104(LC 13) Max Uplift 19 36 1 (LC 12) 13 390(LC 13) Max Grav 19 = 1585(LC 1) 13 1660(LC 1) end vertical left and right exposed,G-C for members and forces & MWFRS for reactions shown: Lumber DOL-1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf, I/dofl L/d PLATES GRIP 999 360 MT20 244/190 905 240 n/a n1a Weight: 227 lb FT = 10% FORCES, (lb) 6) Refer to g4der(s) for tn,j-,s to truss connections. Max. Comp./Max. Ton. - All forces 250 (lb) or less 7) Provide mechanical connection (by others) of except when shown, truss to bearing plate capable of withstanding 100 FOP CHORD Ih uplift at joint(s) except (jt=lb) 19-361, 13-390. 1-2=-350/278, 2-3=-252111616, 3-4=-2432/1638, 4-5=-1 93411373, 5-6--1722/1331, 6 7=-1722/1331, LOAD CASE(S) 7-8=-1934/1374, 8-9=-2427/1627, Standard 9-10=-2502/1605, 10-11=-405/371, 1 19=-304/292, 11-13=-412/446 BOT CHORD 18-19=-1372/2319, 18-20=-1126/2129, 17 20=-112612129, 17-21=--1126/2129, 16-21 =-1 12612129, 16-22=- 1121/2123, 15-22=-112112123, 15-23=-1121/2123, 14-23--1121/ 2123, 13-14--1341/2287 WEBS 2 18= - 140/ 302, 4-18-- 130/396, 1,3 "4Y, Q9y < rN, Job !Tiuss 'Tross Type i A11F Hip Ai Pool Trusses, Fort Pierce, Fl- 34946,d(,siqn a1(njssc0,n 0-12 9-0-8 16-11-4 1 -0- t2 9-0-8 7-10-11 5.00 12 3x4 4x6 3 4 Oty i Ply A003819/! Job Reference (optional) Run- 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek industries, Inc Wo(l May 16 14 40 47 2018 Page 1IDUuttiFBPZQXokuWJ2P5W'E2]-YLJPltl-n[)C618?r9NC5jdNBOlG9U?Gly!i42zilpPqgftZzFvXF1t22-11-4 i 30-10-0 39-10-8 40-111-4 6-0-0 7-10-11 1 9-0-8 1 1 -0-f 2 5X8 5X6 5 6 11 13 5X6 17: 18 17 16 15 4x6 i 6x6 4x6 3x4 B2 ti. IS) 14 13 3X8 4x6 Dead Load Deft = 3/16 in 3x4 4x6 7 5x6 9 10 12 6X6 4x6 9-0-8 16-11-4 22-11-4 30-10-0 39-10-8 Plate Offsets (X,Y)-- 9-0-8 2:0-2-8,0-1-12], [4:0 -3-0,Edge], 7-10-11 5 0-5-12,0-2 8], [6:0-3-0,0-2-4], 6.0-0 7:0- 3 7-10-11 0,Edge], [9:0-2-8,0-1-12j, 9-0-8 1 1:Fdge.,0-3-8] LOADING (psi} SPACING- 2-0-0 CS1, DEFL. in (10c) Udefl L/d PLATES GRIPTct, t- 200 1 CDL 100 Plate Grip DO[- 1,25 TC 1,00 Vert(I-L.) 0.18 15-17 >999 360 MT20 244/1901-urnbor DOL 1.25 BC 091 Ved(CT) 0,37 17-18 >999 240 BOLL (10 Rep Stress Incr YES WB 0,76 Houl(CF) 0,09 11 n1a n /a 13CDI10,0 Code FBC2017/-IP12014 Matrix -MS Weight: 233 lb FT= 10% LUMBER - FOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No,3 `Except" W1 : 2x4 SI-1 No, 2 BRACING - TOP CHORD StrUCtUral wood sheathing directly applied, except end verticals. BOT ( JIORD Rigid ceiling directly applied Of 5-0-10 Of, bracing. WEBS 1 Row at m0pt 3 - 15, 5-14, 8-14, 2 17, 9-12 Mil ek recornmonds that Stabilizers and required cross bracing be installed dt-IFIF( (FISS erection, in accordance with Stabilizer Installation gificle, REACTIONS. ( lb1sizr,) 18 1656/0-7 4 (min. 0- 1 - 15) 11 = 1656/0-7-4 (min, 0-1 1,5) Max Harz 18 = 81(LC 12) Max Uplift 18 = 375(LC 12) 11 375(LC 13) Max Grav 18 1656(LC 1) 11 = 1656(LC 1) FORCES- ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2659/1602, 3-4=-2161/1401, 4- 5=-2058/1428, 5-6=-1906/1406, 6- 7=-2058/1429, 7-8=-2161/1401, 8- 9=-2658/1602, 2-18= 156911109, 9-11 -- 1569/1109 BOT CHORD 17-18=- 342/390, 16-17=-131212360, 15-16=- 131212360, 15-19=-897/1906, 14-19-- 897/1906, 13-14=-1305/2360, 12-13 =- 1305/2360, 11-12=-295/380 WEBS 3- 15---- 576/488, 5-115- 189/467, 6-14=- 188/467, 8-14--,-575/488. NOTES- 1) Unbalanced roof live loads, have been considered for this design, 2) Wind: ASCE 7-10, Vfjlt-150rnph (3-second qLA',I) Vasd-1116inph 1-CDL--5,0psf BCDL=5, 0pSf, ll= 1 Sit, Cat, 11, Exp 6. Fria, GCP1=0 18 ' MWFPS (envelope) and C C Exterior(2) zone, cantilever left and right exposed end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DO(----1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconckirrent with any other live loads. 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other metribeirs, with B(,DL = li(FOpsf, 0) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding to() lb uplift at joint(s) except (it=Jb) 18=375, 11-375, LOAD CASE( S) Standard ry 11 M1, 1 dli * i" "o i P,r im- J*, 1p" plo- 0t b 5 r t i rNR ntr; IP114 "14 il di W I On 111,„£rvxW,elu M I Job !Truss I Truss Type WRGSG4FG9 i A11FG Hip Al Roof Trusses, port Pierce, FI, 34946,design(ciialtrusscow 9-1-5 17-0-1 9- 1 5 7-10-12 5 00 12 5X10 lvf2of is 1-2 u T1 W4 5x6 c? 131 -411 r 16 15 14 4x6 ii 6x6 4x6 Oty Ply A003819q!ii Jot) Reference (optional) i Run 8 120 s Nov 12 2017 Prior 8 120 s Nov 12 2017 Mil ek Industries, Inc Wed M, 16 14 40 48 2018 Pa(e, I ID aq vxD . pjYE3xuP8oBill 16PrSYazz2of-F'?IUFUOTwliKyi-rnyOykoOOCo(J7/Q7,9d,dUPDPO,F'j 23-0-1 30-10-12 39-11-5 41-011 6-0-0 7-10-11 9-0-8 1'-0- 12. 5X8 Dead Load Oen = 3116 in 5X6 13 4 3x4 11 14 4x6 6 82 i, t 13 17 12 11 In 3x4 3x8 4x6 6x6 5X6 3x6 ii 9-1-5 17-0-1 23-0-1 30-10-12 39-11-5 9-1-5 7-10-12 6-0-0 7-10-11 9-0-8 Plate Offsets (X,Y)-- 1:0-3-0,0-1-12], (2:0-5-0,0-3-01, 10-5-12,0-2 81, [40-3-0,0-2-4], 5:0-3-0,F(Igol, [7:0-2-0,0-2-4] i LOADING ( psf) SPACING- 2-0-0 CS1, DEFL- in (Ioc) I/defl L/d i PLATES GRIP TCLI, 20.0 Plate Grip DOL 1 25 TC 095 Ved(LI-) 0.17 15-16 >999 360 MI-20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 092 Vert(CT) 0,38 15-16 >999 240 MT20FIS 187/143 BCL L 00 Rep Stress Incr YES WB O80 Hor,?(CT) 0,09 9 n/a n/a BGDL 10, 0 Code FBC20171TPI2014 Matrix MS i Woi9ht: 232 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3j5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except" W8: 2x6 SP No. 2 BRACING - TOP CHORD Structural wood sheathing directly applied, except and verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS I Row at midpt 2-13, 3-12, 6-12, 1-15, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, (Ilb/ sizo) 16 = 1581 tMechanical 9 = 166110- 7-4 (min. 0-1-15) Max Herz, 16 = 90( 1-C 13) Max Uplift 16 346( LC 12) 9 13) Max Gray 16 1581(- G 1) 9 1661( LC 1) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 10 ' Vult= 1 50mph (3-socond gust) Vasd -- I 16mph; TGDL=5 Opsf , BCDL=5. Opsf: h=15ft; Cat, 11, Exp C; Encl., GCpi=0. 18, MWFRS (envelope) and C-C Exterior(2) zone cantilever left and right exposed end vertical left and right exposed ' C-C for members and forces & MWFRS for reactions Lumber DOL= 11.60 plate grip DOL---1 .60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise, indicated. 5) This truss has been designed for a 10,0 pst bottom chord live load nonconGurrent with any other live loads, 6) * This truss has been designed for a live load of 20. 0p,.,f on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BGDL = 10. Opsf. 7) Refor to girder(s) for truss to miss connections, 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 16=346, 9=377, LOAD CASE( S) Standard FORCES. ( lb) Max. Comp./ Max. Ton. - All force-, 250 (lb) or less except when shown. TOP CHORD 1-2=- 2677/1608, 2-3=-2165/1432, 3-4=- 1905/1405, 4-5=-2057/1426, 5-6=- 2158/1398, 6-7-263711590, 1-16=- 14941987, 7-9=- 157611118 BOT CHORD 15-16=- 211/312, 14-15=-1328/2384, 13-14=- 1328/2384, 13-17=-895/1907, 12-17=- 895/1907, 11-12-1288/2339, 10 - 11 -- 1288/2' 339, 9- 1 0= 3091398 WEBS 2- 13=- 603/511, 3-13=-204/474, 4-12=- 180/464, 6-12-554/471, W, fl" 11U4 d '8 [ t C C" 2 , "'w 14 In" t, 4 "1 11", 1, 41 <4 4 'A 'R ;It .'i'W 11 11, T- -1 111411 1.rV 1, 14 11 1i t# -01, W 1, ?, 1141, - 11 1 - n "' F-,, .... - Ylt, f 'd -,l , -e t- N Ilf', 11 11,1' , 1 1 A11, W10 , I v,, w- - m p 1 'I, 1- , '--1 illcl44Ww" Ai " i,P-qh, Vfk I k'tr'- I. ,mhe0 Pt i i'012-, Job Trk iss Type Qty Ply Wfr(;3G4f-G9 Al2F I lip A0038200 Job Reference (optional) Al Roof Trus-,es. f on lr£orce, I r- 34946 design C< abmsscom Poll, if 120 S Nov I I 212017 Pont 8 120 s Nov 12 2017 Mi I ok Industries, Inc Wed Ma 16 14 40 48 2018 Page I ID:UutiiEBPzQXokuwJ2P5W?F2TyuPll) F?1UFU0TwhKyLmy0yko00CoWZ 1Jbr9 1-0-12 7-11-3 14-11-4 19-11-4 24-11-4 31-11-5 ZdUPDPOZFvXD If 39-10-8 40-1 t-41-0-12 7-11-3 7-0-1 5-0-0 5-0-0 7-0-1 7-11-3 1 1 -0-b S 00 12 5X6 Dead Load Dell Sit 6 in 3x4 5x6 4 5 6131 6x6 12 6X6 3 7 6X6 W4 W4 6x6 Iva fit 12 1716 is 14 18 19 13 12 11 10 4x6 6X6 3x6 3x8 3X8 Us 6X6 4 x(i 7-11-3 14-11-4 24-11-4 31-11-5 39-10-8 1-11-3 7-0-1 10-0-0 7-0-1 7-11-3 Plate Offsets (X,Y)-- [3:0-2-8,Edgel, [4:0-3-0,0-2-4], 16:0-3-0,0-2-4], [7:0-2-8,Fdge], [10iFdqr',,0-3-8j LOADING(Fisf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell L/d PLATES GRIP I CFJ'- 200 Plate Grip DOL 1,25 TC 082 Ved(F-I-) -0,33 13-14 999 360 MT20 244/190 TCDL 100 1-urnber DOL 1.25 BC 0.70 Vert(CI) -0,62 13-14 762 240 BCI,L 00 pop Stress Incr YES WI3 0,78 Horz(CT) 0,09 10 nha n/i BCD[- 100 Code FB(.'2017/FP12014 Matrix -MS Weight: 233 lb FT = 101% LUMBER - TOP CHORD 2x4 SP No 2 BOr CHORD 2x4 SP No-2 *Except* WEBS 1,12, 2x4 SP M 30 3-14=-399/391, 4-14= 260/539, WEBS 2x4 SP No,3 "Except" 5-14=-334/165,5-13--- 334/165, Wl: 2x4 SP No.2 6-13--260/539 7-13----399/390 BRACING - FOP CHORD Structural wood sheathing directly applied or 2-2-0 or; purlins, except end verticals. BOVCHORD Rigid ceiling directly applied or 5-1-7 or, bracing, WEBS 1 Row it rnidpl 3-14, 5-14, 5-13, 7-13, 2 16, 8-11 MiTok recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 17 1656/0-74 (inin.0-1-15) 10 1656/0-7-4 (inin,0-1-15) Max Horz 17 68(LC 16) Max Uplift 17 359(LC 12) 10 = 359(LC 13) Max Grav 17 = 1656(LC 1) 10 = 1656(LC 1) 2-16-a-105912043, 8,11 =-1060/2042 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE-- 7- 101 Vijlt= 1 50rnph (3-second gust) Vasd= 1161 nph; TGOI-=5.0psf: BCDL-=5,Opst h= 1 5ft'Cal. I I I Fxp C ; Encl.,, GCpr=0' 18 ' 6WFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed I end vertical left and right exposed'C-C for members and forces & MWFRS for reactions shown;lumber DOL - 1, 60 plate grip DOL.-1 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10,0 psf bottom chord live load nonconGUrrent with any other live loads, 5) ' This truss has been designed for a live load o(20.Opsf on the bottom chord in all areas where, a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 III uplift at joint(s) except (jt=lb) 17=359, 1 0=359. FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. LOAD CASE(S) FOP CHORD Standard 2-3--2621/1566, 3-4=-2292/1465, 4-5=-2042/1429, 5-6--2042/1429, 6-7-2292/1465, 7-8=-2621/1566, 2.-17=-157511094, 8-10=-1575/1094 BOTCHORD 16-17-281/335, 15-16=-1302/2340, 14-15=-1302/2340, 114-18=-1067/2146, 18-19=-1067/2146, 13-19=-1067/2146, 12-13=-129312340, 11-12-,-1293/2340, 10-1 1 =-2341313 WEBS 3 14399/ 391, 4-14=-260/539, 11 1 1 A t i-, , i t4W 11''' V , j, %A 1, C. 0 4' V* 1t ! M< r ye i>t14 r 3 i5, qo- d 'V t" Z' N, V41 HilV'Nc .1 P, t" h'lpq q '4 I. V "v'. , 1- R v A'W'; """" k" d 1-"" Aob"'q I 1o!nbolll e S Rq qw.' "'b-WF i ' Job Truss Truss Type 1 Qty Ply A0038201! WRCSG4FG9 A 1 2FG Hip 1 t ! I 1 Job Reference (optional) Ai Root Trusses, Fort P,,,Fco. FL 34946, design@all truss com Run 8 120 s Nov 12 2017 Pont 8 120 s Nov 12 2017 Welk Industries, Inc Wed May 16 14 40 49 2018 Page 1 ID:agpjYE3xuP8oBilIA6PrSYazz2of-iBJsSpO6li?SpzwXaWSJdZQ[-glvpYRci6s89n)XSZFJX6 8-0-0 15-0-1 20-0-1 25-0-1 32-0-2 39-11-5 4 1-0,11 I i i 1- " 08-0-0 7-0-1 5-0-0 5-0-0 7-0-1 7-11-3 -f2 5.00112 5x6 3x4 1-3 4 5x6 Dead Load DetL w- 5116 In 16 15 14 13 11 1u 12 11 10 9 4x6 6X6 4x6 3x8 6X6 4x6 U8 4x6 8-0-0 15-0-1 25-0-1 32 -0-2 39-11-5 8-0-0 7 0-1 10-0-0 7_0_1 7-11-3 Plate Offsets (X,Y)-- 1:0-3-0,0- 1-81 [2:0-3 8,0-3-0], [3,0-3-0,0-2-4], 5:0-3-0,0-2-4], t6:0-2 -8,Edgej. 9: Edge,0-3-8j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20,0 Plate Grip DO[- 1.25 rG 0.84 Vert(LA-) 0,34 12-13 999 360 MT20 244/190 TCDL 10.0 Lumber DOE 1,25 BC 0.72 Vert(CT) 0.63 12-13 755 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Hori(CT) 0.09 9 n/a n/a BGDI_ 10.0 Code FBC2017/J_F`I2014 Matrix MS Weight: 232 lb FT - 10% LUMBER- TOP CHORD 2x4 SP No,2 *Except' TI: 2x4 SP M 30 BOT CHORD 2x4 SP No,2 *Except" B2: 2x4 S11 M 30 WEBS 2x4 SP No,3 *Except* W1,W8: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly Applied or 2-2-0 oc purlins, except end verticals_ BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing, WEBS 1 Row at micipt 2-13, 4-13, 4-12, 6-12, 1-15, 7-10 MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, (lb/size) 16 1585/Mechanical 9 1660/0-7-4 (min. 0-1-15) Max Horz 16 = 77((-C 13) Max Uplift 16 330(LC 12) 9 13) Max Grav 16 = 1585(LC 1) 9 1660(Lc 1) FORCES. (lb) Max. Comp,/Max. Ton. - All forces 250 (1h) or less except when shown. TOP CHORD 1-2=-2649/1576, 2-3=-2306/1474, 3-4=-2053/1434, 4-5=-2050/1433, 5-6=-230111470, 6-7=-262811570, 1-16=-1 504/975, 7-9=-1579/1096 BOTCHORD 15- 16=-180/275, 14-15---,-1322/2374, 13- 14z-132212374, 13-17---107212197, 17- 18=- 107212157, 12-18--:-1072/2157, 11- 12-1296/2347, 10-11--1296/2347, 9- 10r-234/313 WEBS 11- 1.11— WEBS 2- 13=-425/411, 3-13---274/552, 4- 13-- -332/166, 4-12--338/168, 5- 12----262/542, 6-12-3981390, 1- 15=-117212133, 7-10=-1063/2049 NOTES- 1) Unbalanced roof live leads have been considered for this design, 2) Wind: ASCE 7-101 Vult= 150rnph (3-second glut) Vasd= 1 16raph, TCDL=5,Opsf, BCDL= 5.0psf; h-115ft; Cat. 11 ' Exp C ' L, I) c I_ GCpiz 0,118; MWFRS (envelope) and C-C Exterior( 2) zone; cantilever left and right exposed end vertical left and right exposrd;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOI_=1 .60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10,0 psf bottom chord live load nonconcurront with any other live loads. 5) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where k rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 110.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16--330, 9=359. LOAD CASE(S) Standard tin . a 0— ill il w. Iis x i' p-iihil k- "IMA t kv,f 04r, i t,mk, ill P 2. kq!.4ceili,-f 1',, A o, is P,,,hbq,4 aA,,W It, , Sa1ue u,ce 1". k i ilo0 M I` f Job Truss 'Truss Type 1 Ply WRG','G4F(;9 A13FG I HIP A0038202 iJob Reference (optional) r Al Roof Frusses, Foo Pic.,ce, F1_ 34946. desqn((?a I tmss'com Runi 8 120 s Nov 12 2011 Pnm[ 8 120 5 Nov 12 2017 M,Tek Industnes, Inc. Wed May 16 14 40 50 2018 Page I IDagpiYE3XLIP8oBilh16PrSYazz2of-BOtEf9lkSlaga46rn4gqS6(ILILI',16tTiA2yG5ouk(JLIZFVXB t 5-10-9 13-0-1 27-0-1 33-6-13 t 39-11-5 41-011 5-10-9 7-1-8 14-0-0 6-6-12 6-4-8 1-0-12 2x4 1 1 Dead toad DO, 5/16 in 5x6 2x4 H 3x6 S 00; 12 4 5 Fi12 4x4 3x4 2 1_14 7 9 ua 2x44x6143 I W2 "W 2x4 3x6 W6 U7 C) Wi vv t Ri B2 18 17 16 19 J 15 6X6 U4 3x6 6X6 4X6 4x4 3x6 I 9-7-12 20-5-13 20-7-9 26-6-9 26 8-5 33-3-15 39-11-5 9-7-12 10-10-1 0-il 12 5-11-0' 0.-1r12 6,7-10 1 6-7-6 Plate Offsets (X,Y)-- 3:0-3 0,0-2-4],[6:0-3-0,0-2-41 LOADING (psf) SPACING- 20-0 C SL DEFL. in (too) I/defl Ltd PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 IC 0,64 Vert(H-) -044 15-17 >551 360 MT20 244/190 TCI)L 10,0 Lumber DOL 1,25 13C 0,91 Vert(CT) -0,77 15-17 >319 240 BCLL OO Rep Stress Incr YES WB 0,88 Horz(C 1-) 0,02 15 n/a n/a BCDL 10,0 Cod(, FBC2017f1-P12014 Matrix -MS Weight: 217 In FT == 10% LUMBER - Top CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' WEBS 131: 2x4 SP M 30, B3: 2x4 SP No,3 3-15--746/392, 3-17- 170/557, 1. 15: 2x6 SP No.2 2-IT- 272/409,7-12-=-5931439, WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end vorliuils- BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at ruidpt 3- 15 MiTek recommends that Statith/ers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, All hearings 0-3-8 except (jtzlength) 10= 0-7 4, 18-Mechanical lb) - Max Horz 18= - 90(LC 13) Max Uplift All uplift 100 lb or less at loint(s) except 12--127(LC 13), 10=-224(1-C 13), 15-264(LC 9), 18--224(LC 12) Max Grav All reactions 250 lb or less at joint( s) except 12=772([_C 1), 10- 590(LC 24), 15=1088(1_C 23), 18= 801(LC 23) 2- 18=- 1031/786, 8-11 -- 289/411 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-101 Vult= 150rnph (3 -second 9US() Vasd= 1 16niph, T CDL=5.0[)sf: BCDL- 5.0psf h- 1 5ft Cat. 11 Exp C ; End., GCW0. 18; MWFIRSi(onvelope) and C-C Exterior( 2) zone cantilever left and rig ht exposed end vertical right exposed,C-C for members and forces & MWFRS for reactions shown: Lumber DOU- 1 .60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) 1-his truss has been designed fora 10,0 psf bottom chord live load nonconWrront with any othr,, r live loads. 5) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other rnorohers, with BCDI, = 10.0psf, 6) Refer to girder(s) for truss to ITUSS connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 12, 224 lb uplift at joint 10, 264 in uplift at joint 15and 224 In uplift at joint 18. FORCES. ( lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. LOAD CASE(S) TOP CHORD Standard 2- 3=-955/761, 3-4=-200/433, 4- 5=-191/403, 5-6=-188/429, 6- 7=-200/385, 7-8--637/589, 8- 10=-5361537 BOT CHORD 17- 18=-661/1002, 16-17r-2181583, 16- 19=-278/583, 15-19---278/583, 14- 15--511/364,4.-14z-454/394, 12- 13=-431/196, 5-13=-363/226, 11 - 1 2--306/52 7 WEBS r:. W11 " M .4 )41JAIA P L "izl 4 4 VP" A I r,al I ...... I 1-It" M P 4-Z""! 6- Job Truss Truss Type City Ply A00382031 WRG5G4FG9 A131,1F :111P i I Job Reference (optional) Al Poiltof Trusses, Fort Pierce, It 34946,ds,gnio)a1(russco(o Win 8 120 s Nov 12 201 7 Print: 8,120s Nov 12 2017 Milek Industries, Inc Wed May -16144051 2018 Page 1 ID:Uuri)FBPzQXokuwJ2P5W?E2TytjP1 h-fandsV2MCciWCFlizdsi-5erOIyiVqvY5PKSotOLzFvXA 1-0-12 5-6-2 12-11-4 19-11-4 1 26-11-4 34-4-7 39-10-8 40-111-4 11-042 5-6-2 7-5-3 7-0-0 7-0-0 7-5-3 5-6-2 1 0- f2 500112 4x6 3 3x4 AA 2 W2. Vol' 16 6x6 SX6 4 I 9x4 II 5X6 T2 6 M 15 14 17 18 13 19 12 20 11 3x4 4x6 3X8 4x6 3x4 Dead Load DO 1/4 in 4 x 6 7 3x4 1: 8 9-7-0 19-11-4 30-3-9 39-10-8 9-7-0 10-4-5 10-4-5 9-7-0 Plate Offsets (X,Y)-- [4:0-3-0,0-2-41, (6.0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl Ud PLATES rCIT- 20,0 Plate Grip IDOL 1,25 TC, 0.68 Vort(ll-) -0.31 11-13 999 360 1 MT20 TCDL 100 Lumber DOL 1.25 BC 0,66 Vert(CT) -0,56 11 13 844 240 BCI-I 0-0 Rep Stress Incr YES' W6 0,63 Horz(CT) 012 10 n/a n/a BCDL 10,0 Code F-BC2017/TP12014 Matrix MS Weight: 219 In LUMBER - TOP CHORD 2x4 SP M 30 'Except* NOTES- T2: 2x4 SP No-2 1) Unbalanced roof live loads have been BOT CHORD 2x4 SP M 30 considered for this design. WEBS 2x4 SP No.3 2) Wind: ASCE 7-10; Vi ilt= 1 50mph (3-second BRACING- gust) Vgsd=l 16mph; TC DL=5.0psf, TOP CHORD BCDL=5 Opsf; h=15ft, Cat- 11, T-xp C; EncT, Structural wood sheathing directly applied or 2-2-0 GCpi=O, 1 8 MWFRS (envelope) and C-C oc purlins, except end verticals. Fxiorior(2) zone, cantilever left and right exposed BOT CHORD end vertical left and right exposed:C-C for Rigid ceiling directly applied or 6-43 oc bracing. members and forces & MWFRS for reactions WEBS shown; 1-urnbor DOE= 1 60 plate grip DOL= 1,601Rowatinicipt 3) Provide adequate drainage to prevent water3-16,7-10 ponding . MiTek recommends that Stabilizers and 4) This truss has been designed fora 10.0 psf required cross bracing be installed during truss bottom chord live load nonconcurrent with any erection, in accordance with Stabilizer other live loads. Installation guide., 5) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where REACTIONS. (lb/size) a rectangle 3-6-0 tall by 2-0-0 wide will fit between 16 165610-7-4 (rmo, 0-1-15) the bottom chord and any other mernbers, with 10 = 1656/0-7-4 (min.0-1-15) BCDL = 10,0psf, Max Horz 6) Provide mechanical connection (by others) of 16 = -55(LC 10) truss to bearing plate capable of withstanding 367 Max Uplift lb uplift at joint 16 and 367 In uplift at joint 10, 16 = -367T-C 8) 10 =-367(t-C 9) Max Grav LOAD CASE(S) 16 1656(LC 1) Standard 10 1656(LC, 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 3-4--,-2508/1529, 4-5=-24901l631, 5-62490/1631, 6-7=-250811529, 2- 16=-2771292, 8-10--277/293 BOTCHORD 15- 16=-1312/2216, 15-17=-107512129, 14- 17=-1075/2129, 14-18----1075/2129, 13- 18=-107512129, 13-19=-107212129, 12-19--107212129, 12-20=- 1072!2129, 11 -207-1072/2129, 10- 11 = -1298/2216 WEBS 3-15=-16/266, 4- 15- 63/346, 4-13=-224/626, 5- 113=-470/402, 6-.13---224/626, 6- 11-631346, 10 6x6 i GRIP 244/ 190 FF = 10% 1. " 1 CC [ U., qV 1t41Kl, F!il;,},%kll` :,011,4, E)Anr' !", 4 4 "A lilyi ),v J"" "'JiV. 10'" 1 3,,ka f 'i"T Rik, po W, 4, hf 11,101, 111, . 1 10s, xi I 0 M,,Ctl v! 4,,-, o4- 4 "l- "s, I N" "A I,- U-1, N! IeTlli,Nq , u ..dhq ;U , ; 1,4"," 1" a,V,,A,, 9,0,npl 1"'W11 ?I, , qq!-, A,-f,b-A i R.H-... kvh.!1 taahc 7A, Pi Job Truss Truss Type Qty Ply IWRCSG41-G9 Al4FG i trip A003820C i Job Reference (optional) Al Roof Trusses, Fort Pierce, FL, 34946. com Run 8 120 s Nov 12 2017 Prot 8 120 s Nm 12 2017 M,Trik industries, Inc Wed May 16 14 4052 2018 fade. I ID agpiYE3xt,jP8oBiIH6PrSYiizz2of-Iii)??4i,3 zw(INqOG9BasKB2z[--'86SYeybYY6NQY,izFvX9 5-7-12 11-0-1 15-9-13 29.0-1 33-6- 13 39-11-5 41-0-1 5-7-12 5-4-4 4-9-12 13-2-4 4-6-12 6-4-8 1 0-f2 Dead Load DO 1,14 in 5X6 5,00 12 3x4 2x4 !I 3x6 2x4 li 3x6 4 T2 6 13 8 4xf3 ET, 3YA 9 2x4 B4 1 J 4 1 X6 2X4 2x4 7 10 0 An W8131112 20 19 18 21 22 17 14 13 12 6x6 4x6 6X6 4x4 4x4 3x6 3x8 11-0.1 20-5-13 20,7-9 26-6.9 26- 5) 34-3-15 39-11-5i 11 -0- 1 9-5-12 0- 1- 12 5-11-0 0- V 12 7-7 10 5-7-6 Plate Offsets (X,Y)-- 3:0-3-0,0-2-41, [8i0-3-0,0-2 -41, (14,0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CST. DEFL, in (loc) i Weft I'M PLATES GRIP TCLL 20,0 Plate Grip DOL 125 1C O66 Vert(I-I-) -0.27 19-20 913 360 MT20 244/19() TCDL 10.0 i Lumber DOL 1.25 BC 0,63 Vert(C-I ) .0,54 19-20 452 240 BCLI- 00 Rep Stress Incr YES WB 0,80 Horz(CT) 0,04 12 n/a n/a BCDL 10, 0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO,2 BI: 2x4 SP M 30,133: 2x4 SP No,3 WEBS 2x4 SP No.3 BRACING - TO)' CHORD Structural wood sheathing directly applied or 5-9-14 OC PUrl1oS, except end verticals. ROT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Mifek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. All bearings 0-3-8 except (It -length) 12=0- 7-4, 20--Mechanical- lb) - Max Horz 20= -76( LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 14-,---- 149(LC 9), 12=-212(L-C 13), 17=- 268([,C 9), 20=-21 1 (I-C 12) Max Grav All reactions 250 lb or less at joint(s) except 14=795([-C 24), 12=585( t-C 24), 17=1066(LC 23), 20=807( LC 23) NOTES - 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7- 10; Vult=150niplb (3-second gust) Vasd= l 16niph, -fCDL=5.0psf1 BCDL=5, 0psfl h=151t, Cut, 11, Lxp C; Encl., GCpi-018 ' MWFRS (envelop,,,) and C -C Exterior(2) zone; cantilever left and right exposed end vertical right exposod,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 . 60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water poncling, 4) This truss has been designed for a 10.O psf hottorn chord live load nonconcurrent with any oth er live: loads 5ljtruss russ has beendesigned for a live load of 20.0psf on the, bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between lie bottom chord and any other members, with BCDL --- 10,Opst 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 14, 212 lb uplift at joint 12, 268 lb uplift at joint 17 and 211 lb uplift at joint 20, FORCES. (Ib) LOAD CASE(S) Standard Max. Comp,/ Max. Ter). - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-900/ 691, 3-4=-766/697, 4-5- 173/ 388, 5-6-----193/393, 6-7='-193/ 393,7-8=-172/387, 8-9=-192/ 371, 9-10= 622/536, 10-12=-531/ 519 BOTCHORD 19-20=- 635/ 965, 18-19=-265/507. 18-21 =-265/ 507, 21 -22= -2651507, 17-22=-265/ 507, 16-17=-393/276, 5-16=330007, 14-15= 4661240, 7-15=405/ 272, 13,14--z-3181512 WEBS 2-19, - 234/ 357, 4-19 -,--100/4 1 (5, 4-17 - 781/ 427, 9-14- 562/36 7, Weight: 214 In FT - -- 10 (% M t" ".-q , d W kE 11 L"' 1.4 F* r', i 0, li'01-, A06"', t ioirWii H F, Job Truss Truss Type Oty Ply A003820,51 WRCSG4FG9 A14HF Hip it JJob Reference optional) Ai Roof Trusses. Fort Pierce, Fl- 34946, colo Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiTek Industries, Inc.Wed May 16 14 40,53 2018 Page 1 ID UuriiFBPzQXokuwJ2P5W?F2TyuPl b-cyZNHB4ckDyFRYrLIHNZjGWNI iW7INTFinm7 4DzFvX8 1-0-12 4-7-9 10-11-4 17-2-5 22-8-3 1 28-11-4 1 35-2-15 39-10-8 4,?-11114 1-042 4-7-9 6-3-11 6-3-1 5-5-15 6-3-1 6-3-11 4-7-9 1 -042 Dead Load Defl. = 5/16 in 5X6 30 SX8 5X6 sool 12 4 5 6 7 8 13 X i 4x6 4 x6 a 3 Tj id 2.4 2x4 ; to2wa W4 fit TJ It BI 18 17 16 19 20 15 21 22 14 13 12 6X6 3x8 MI 20HS 3x4 3x8 6X6 3x8 3x8 M I 20HS 1 0-11 4 19-11-4 28-11-4 39-10-8 TO- 1 1-4 9-0-0 9-0-0 10-11-4 Plate Offsets (X,Y)-- (40-3-0,0-2-41, t7:0-0-0,0-1-121, [7 0-2-12,0-3-01, 80-3-0,0-2-4] LOADING (psl) SPACING- 2-0-0 i C SI, DEFL. in (toc) I/dGfI L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1 25 Tic 0,82 Vert(LL) -031 12-13 >999 360 MT20 2441190 TCDL 10, 0 Lumber DOL 1.25 BC 0,95 Vert(CT) -0,67 12 13 >713 240 MT20HS 187/143 BCLL 010 Rep Stress Incr YES i WB 0,52 Horz(CT) 0 14 12 Ir/a n/a BCDL 10. 0 Code FBC2017ITP12014 Matrix -MS Weight 221 lb FT = 10% LUMBER - TOP CHORD 2x4SPNo.2 BOT CHORD 2x4 SP M 30 *Except' WEBS 132: 2x4 SP No.2 3-17-01356, 4-17=-232/599, WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS 1 Row at rnicipt 5-17, 6-13, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 18 1656/ 0-7-4 (min. 0-1-15) 12 1656/ 0-7 4 (onn. 0-1-15) Max Horz: 18 55( LC 11) Max Uplift 18 390( LC 8) 12 390( LC 9) Max Grav 18 1656( LC 1) 12 = 1656( LC 1) FORCES. (lb) Max. Comp./ Max, Ten. - All forces 250 (lb) or less exceM when shown 5-17=- 745/422, 6-13=-745/422, 8-13-- 232/599, 9-13=0/356, 3-18= - 2322/1506, 9 -12= -2322/1505 NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind ASCE 7-10 ' Viift=150rnph (3 second gust) Vasd= 1 16rnph: I GDL=5,Opsf; BCDL5,0psf ' fi=1511; Cat. II; Exp C, Encl.,GCpr-0, 18; MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL- 1,60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 p sf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where I a rectangle 3-6-0 tall by 2 0-0 wide will fit between the bottom chord and any other members, with BCDL = 1( 10psf. 7) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 390 In uplift at joint 18 and 390 lb uplift at joint 12, TOP CHORD 2-3=- 272/123, 3-4=-2522/1491 4-5=- 2271/1457, 5-6=-278511745, LOAD CASE(S) 6-7z-- 2271/1457, 7-8=-227111457, Standard 8-9=- 2522/1491, 9-10=-272/123, 2 18=- 260/254, 10-12=-260/254 BOT CHORD 17-18=- 1251/2090, 16-17=-1428/2747, 16-19=- 1428/2747, 19-20=-1428/2747, 15-20=- 1428/2747, 15-21--142612747, 21-22=- 1426/2747, 14-22=-142612747, 13-14=- 1426/2747, 12-13=-12340090 WEBS 3- 17- 01356, 4-17,-.232/599, A-, I, % Ut 11 ,tt% es 11 1; W f X"o %V, I, : I 4,i I, 'At V' W k, 1, 4", ro-, ", i4,e f+t,3 1v rs-.e r" ,y :q",! I F i 4iI 1,rw iWt, 'N '(44 of 3f W We+izrci"! 5€'e-t I, Pit Hell 'VI ",WAM, rz "k It !N.,ate 11 11-0111t 1111-1i" W 1 V.P11 -1, 0, 4; V111-f- itlliw,l" Au-, W W k, , A of q 'A it d! t.! 1 6, 1 1, 4 qa11,1 I t", ;4 1, v il "t x.8. oat',"(' Ft 4 c I t A i k k 0 1 Ir ,16 1 1 " .6 H r ; krPr Oat ieanl i o t h I t, I i, P, "n, i,a ii - A i 1 .11 1 , kr11, of la*6oili,it. Jot) Truss Truss Type City Ply WfGSG4[ 09 :AIY-(F Hip A0038206i Job Reference (optional) Ai Roof Trusses. Fort Pierce, FIL 34946, desrqn(@a I Uuis com Ron 8 120 s Nov 12 2017 llnnt 8 120 s Nov 12 2011 M,Tak Industnes, Inc Wed May 16 14 40 53 2018 Ila,Jo 1 ID UurnFRPzQXokuwJ2P5W?E2-l-yuPI h-(,yZNI-iB4ckDyFRYt*L,lfiNZiGWL OWArNPoinrn I 4DzFv X8 1 0-12 3-6-4 8-11-4 15-10-1 24-0-7 30-11-4 36-4-4 39-10-8 40 -11-4 1_0,1'2 3-6-4 1 5-5-0 6-10-14 1 8-2-5 6-10-14 5-15-0 36-4 11_0-12 Dead Load Defl, = 5116 to 5x6 o0i 12 3x4 4x6 3x4 5x6 12 5 6 7 13 8 4x6 4x6 3 2x4 it W 9 2x4 2 W3 i7 10 ' n W1 At BI 18 17 16 15 14 13 12 6x6 = 3x8 4x6 3x4 4x6 3x8 6X6 8- 11-4 30-11-4 39-10-8 8- 11-4 11-0-0 11-0-0 8-11-4 Plate offsets (x, Y)-- [4:0 -3-0,0-2-41, [6:0-3-0,Fc1qe]. 8:0-3-0,0-2-4] LOADING ( psf) SPACING- 2-0-0 CS1, DEFL, in (loc.) 1/defl Ud PLATES GRIP TOLL 200 Plate Grip DOF 1,25 i 1 TIC 0,94 Vert(F,L) -0,25 13-15 >999 360 M T 20 244/190 TCDL 100 Lumber DOL 1,25 BC 0.76 Vert(CT) -0 59 13-15 >805 240 BCLL 0, 0 Rep Stress Incr YES WB 0,81 Horz(U) 0,14 12 n /a n1a BCDI, 100 Code FBC2017(TP12014 Matrix -MS T Weight 212 lbF10% LUMBER - TOP CHORD 2x4 SP No,2 ROT CHORD 2x4 SP M 30 2) Wind: ASCE 7-10 Vult=150mph (3-second WEBS 2x4 SP No 3 gust) Vasd=1 16rnph, TGDL 5,0psf BRACING- BCDI,---5, 0psf1 h=15fl; Cat, 11, Fxp 6, Fricl., TOP CHORD GCpi=() 18; MWFRS (envelope) and C-C Structur ilwoc)d,, heathit g(iii,e(,tly,ipplied, except Uxtorior(2) zone, cantilever left and right exposed end verticals.: end vertical left and right exposed,C-C for BOT CHORD members and forces & MWFIRS for reactions Rigid ceiling directly applied or 5-7-1 oc bracing, shown;Lumber DOL=-, 1 60 plate grip DOL=1 -60 WEBS 3) Provide adequate drainage to prevent water 1 Row at midpl, ponding 5-17,7- 13 4) This truss has been designed fora 10.0 fast bottom chord live load non(,00C.Urrent with any MiTek recommends that Stabilizers and other live loads. required cross bracing be installed during truss 5) "1 his truss has been designed for a live load erection, in accordance with Stabilizer of 20,Opsf on the bottom chord in all areas where Installation guide, a rectangle 3-6-0 tall by 2-0-0 wide will fit between REACTIONS. (1b1sizo) 18 1656/0- 7-4 (rnin. 0 1- 15) 12 = 1656/0- 7-4 (ruin. 0-1-15) Max Horz 18 54(LG 11) Max Uplift 18 = 413(LC 8) 12 = 413(LC 9) Max Grav 18 1656(LC 1) 12 = 1656(LC 1) FORCES, (lb) Max, Comp./Max. Von. - All forces 250 (lb) or loss except when shown. TOP CHORD 3- 4--2568/ 1487, 4-5=-2329/1447, 5-6=-3261/ 1928, 6-7=-3261/1928, 7-8-----2329/ 1447, 8-9=-2568/1488 BOrCHORD 17-18=- 112911911, 16-17-.--1697/3166, 15-16=-1697/ 3166, 14-15=-1694/3166, 13-14=-1694/ 3166, 12-13=-1107/1911 WEBS 3-17=- 49/ 551, 4 -17=-255/625, 5-'17=-11001655, 5-15z01290, 7-15=0/290, 7-13- 11001654, 8-13=-255/625, 9-13=-50/ 551, 3-18=-2277/1412, 9-12=-2277/ 1412 the bottom chard and any other members, 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 413 lb uplift at joint 18 and 413 lb uplift at joint 12 LOAD CASE(S) Standard W "o W, ) 41, " "I't i, D,v!, ,O- I v, '1x ;,D F 1 0-0 N t#r 0, 0 14s.j.r- VW .,w,P1"sTk V,q- zi Job fTruss !Truss Typo Qty Ply A0038207! WRGSG4FG9 A16HF Hip Crider Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, desiqrt(q)a I truss corn FZn 8 120 s Nov 12 2011 11 .... 1 8 110 Nav 12 2011 Mi I ek Industries. Inc Wed May 16 14 40 55 2018 Page 1 D: U.. EBPzQXokuwJ2P5W'IE2TyuPlh-YLg7it5sGrc-yhr ksiQ1phbonJpBrGe?F4c496zFvX6 1-0- 12 6-11-4 11-3-4 17-0-15 22-9-9 28-7-4 32-11-4 39-10-8 40-11-4 1-0- 12 6-11-4 4-4-0 5-9-111 5-8-11 5-9-11 4.4-0 6-11-4 1'-0-1'2 Dead Load Deft. 3/16 in I 5x4 5,00 12 5X6 4rm Jx4 3*6 SOP 'x6 t2 T3 12_ V 24 5 25 6 7 26,t3 27T T28 It, u 4x8YV 5 4X6 cS 2 10 W2 132, W,- 21 20 29 19 18 30 31 17 32 33 16 34 35 1514 36 13 12 3X6 I4 7x8 4x6 3x4 4x12 3x6 4x10 = 2x4 I 5x4 it 3x6 6-11-4 11- 3-4 17-0 15 22-9-9 i 28-7-4 32-11-4 39-10-8 6-11-4 4- 40 5-9-11 5-8-11 5-9-11 4-4-0 6-11.4 Plate Offset-, (X,Y)-- 3:0-3-0,0-2-4], [80-3-0,0-1-8], [9:0-3-0,0-2-41, tlO:0-2-0,0-2-01, [1160-2-0,0-11-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d PLATES GRIP TCL L 20,0 Plate Grip DOL 1,25 rc 0,50 Vert(LL) -0 16 17-19 999 360 M 1,10 2441190 fGDI- 10-0 Lumber DOL 1. 25 BC 0,96 Verl(CT) -0.36 17-19 939 240 BCLL 0,0 Rep Stress Incr NO WB 0,98 Horz(CT) 006 14 n/a n1a BCDL 10.0 Code FBC2017fFP12014 Matrix MS Weight: 232 In FT- = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4 SP No.2 B2: 2x4 SP M 30 WEBS) 2x4 S11 No.3 *Fxcept' W5,W1: 2x6 SP No-2 W6: 2x4 SP No,2 BRACING - TOP CHORD Structural tructural wood sheathing directly applied or3-8-7 OG purlins, except end verticals, BOTCHORD Rigi d ceiling directly applied or 3-8-5 oc. bracing, WEBS 1 Row at midpt 5- 16 I MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, (lb/size) 21 = 1984/0- 7-4 (min. 0-2 5) 14 = 4610/0-8-0 (min. 0-5-7) 12 57/0-7-4 (rinn 0-1-8) Max Hor-z 21 = 55(-C 6) Max Uplift 21 451(LC 4) 14 1341( LC 5) 12 329( LC 24) Max Grav 21 1984(LC 1) 14 = 4610( LC 1) 12 93( I-C 17) FORCES, ( lb) Max. Comp./Max. Tot). - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3--3147/694, 3-22= 2861/670, 4-22=-28611/670, 4-23=- 3091/599. 23-24=-3091/599, 5-24=- 3091/599, 5-25=- 1214/225, 6-25=- 1214/225, 6-7=-1214/225, 7-26-- 1214/225, 26-27-12141225, 8-27=-1214/ 225, 8-28=0/775, 9-28= 0/775, 9-10=0/823, 2-21=-19101482, 10-12=-23/ 344 BOTCHORD BOTCHORD IORD 20-21=152/ 312, 20-29=- 638/3493, 19 29=-638/3493, 18-19=- 638/3493, 18 -30=-638/3493, 30- 31 = - 63813493, 17 - 31 =- 638/3493, 17-32=- 495/3091, 32-33=-495/3091, 16-33=- 49513091, 16-34=-2137/502, 3435=-2137/ 502, 15-35=-21371502, 14-15=-2137/ 502, 14-36=-2137/502, 13-36=-2137/502 WEBS 3-20=-29/715, 4-20=-934/97, 4- 19z01403, 4-17-488/181, 5-17=01715, 5-16--2286/464, 7-16'-- 713/292, 8-16=-727/4050, 8-14=-4286/1275, 9-13=-884/1985, 9-13=-632/84, 2-20=-496/2560, 10-13---889/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 ' Vult= 1 50mph ( 3-second gust) Vasd=- 1 16niph,, TCDL=5,0psf1 BCDL=5,Opsf ' h= 1 5ft; Cat. If: Exp C, laricil., GCpi= 0. 18; MWFRS (envelope); cantilever left and right exposed ' end vertical left and right exposed; porch right exposed, Umber D6L= 1,60 plate grip DOL= 1 . 60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 (all by 2-0-0 wide will fit between Tie bottom chord and any other members. 6) Provide mechanical connection (by others) of Truss to hearing plate capable of withstanding 451 lb uplift at joint 21, 1341 lb uplift at joint 14 and 329 lb uplift at joint 12. 7) Hangouts) or other connection dovice( s) shall be provided sufficient to support concentrated load(s) 232 lb (Town and 189 lb tip at 6 -11 - 4, 124 lb (Town and 77 lb up at 9-0-0, 124 lb down and 77 In up at 11-0-0, 124 lb down and 77 lb tip at 13-0-0, 124 lb down and 77 lb up at 15- 0-0, 124 lb down and 77 lb tip at 17-0-0, 124 fb down and 77 lb up at 19-0-0, 124 lb down and 77 Th up at 20-10-8, 124 lb down and 77 lb up at 22- 10-8, 124 lb down and 77 In up at 24-10-8, 124 lb down and 77 lb Lip at 26-10-8, 124 lb down and 77 lb up at 28-10-8, and 66 Ih down and 20 lb tip at 30-10-8, and 127 lb down and 117 In tip at 32-11-4 on top chord, and 72 lb down and 39 In up at 28-10-4, 344 lb down and 140 In tip at 6 -11-4, 88 In down at 9-0 -0, 88 Ibi down at 11 -0-0 1 88 In down at 1340, 88 In (,Town at 15-0- 0, 88 Ib (Town at 17-0-0, 88 In down at 19. 0 0, 88 IT) down at 20-10-8, 88 lb down at 22 10-8, 88 lb down at 24-10-8, 88 In down at 26-10-8, and 152 In down and 137 lb tip at 30-10-8, and 426 lb down and 457 lb up at 32-10-8 on bottom chord. The designisdection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back R), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase- 1, 25, Plate Increase- 1, 25 Uniform Loads (plf) Vert: 1, 2=-60, 23--60, 3-9=-60, 9- 1 0=- 60, 10- 11 =60, 12-2 1 =-20 Concentrated Loads (lb) Vert: 3= - 1 85(F) 6=- 1 24(F) 9= -80(F) 20=- 344(F) 4=-124([`) 19=-59(F) 17=-59(F) 5=-124(F) 7=- 124(F) 16=-59(F) 14=-59(B) 13--426fl 8=- 124(F) 22=124fl 23=-124(F) 24----124(F) 25=- 124(F) 26=-124fl 27---124(F) 28=-34fl 29=-59( F) 30=-59(F) 31 =-59fl 32---,-59(F) 33=- 59(F) 34=-59(F) 35=-59(F) 36=-152(F) wv."' rI"a "-f1h, N % L 131! ak', 4W ',I ZW I I: W! 'i "A, -J"T: i' 11, it' i"IAW ix' -,,, ,, -f"' ,A "A , ,, : ". ti. c' 'N-f ie", 1 414I [ ef'-, 4" la". I- r - , i' '0' in 't 0 r, "J" 10111111 -Alii, 4 1, or, 1, 1, iio I A" i ! ""I N1 o 1;'t"i)o :11 14 01 , 1 t".W.; 1, t lµtt t0 1 4 St I ir .1 IN, -, t 10 1g 10 W R ' 'it d I," "1 "4 ftt Vq, -004 P AM 5 1 M, t'!Ci" bl"J qwghl "(" 101 t A 160 i-' t: A'Ih"" I I '.b 41 P 1 R'r"06'7"' It,, 4-fflenl oy !0, '1 1,,'4 th'id If, w' jl'o bo, A I goo(ttcs4a4 WhI 1""'N W f Jot) i Truss ITrussType fQty 1 Ply WR(.SG4FG9 G01FG (Nip G"de, A00382081 Job Reference (optional) A Al Roof Trusses, Foil Pierce, FL 3,1946,desigri(q)altrusscorn Run 8 120 s Nov l220I7V`rtnt 8.120s Nov 12 2017 MiTek Industries, Inc, Wed May l6l440562018 Page 1 ID:aqpjyE3XUP8oBilli6PFSYazz2of-OXEWwD6Vl8Kpl?ZwQQxGi-(j8vrnjETarit,81-kLetiYzFvX5 # 6-0-1 10-6-1 15-0-1 20-7-9 6-0-1 4-6-0 4-6-0 5-7-8 4xff Dead Load Dell. = 1/16 in 1 1X4 1I 5x6 s 001 1 i i I 3 3x6 YV V 111" 4 x4 - Y0 5 :c Ctyv1 W2 W5 wiii v. In 16 17 9 8 18 111 30 6x6 3x8 3x4 6 6x6 3x3 I 6-0-1 10-6-1 15-0-1 20-7-9 6-0-1 4-6-0 4-6-0 5-7-8 Plate Offsets (X,Y)-- [2 0-5-0,0-2 0], [4:0-1-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/dcifI L/d PLATES GRIP TOLL 200 Plate Grip DOL 1,25 IC 0,74 Vert(LL) 008 9 999 360 MT20 2441190 TCDL 100 Lorriber DOL 1.25 BC 0,63 Vort(C7) -0,17 9-10 999 240 BCI,l_ or) Rep Stress Incr NO WB 0,75 Horz(CT) 0,03 6 n/a n/a BCDL 10,0 Code FBC20171TP12014 Matrix MS Weight: 113 In FT= 10% LUMBER - I -Of' CHORD 2x4 SP No. 2 BOT CHORD 2x4 SP No.2 2) Wind: ASCE 7-101 Vtjlt---- 1 50roph (3-second WEBS 2x4 SP No-3 gust) Vasd=1 16rnphl TCDL=5,0psf1 BRACING- RCDL=5.0psf: h=15ft; Cat. II; Exp C, Encl., TOP CHORD GCp=0. 18. MWFRS (envelope); cantilever left Structural wood sheathing directly applied or 2-10-13 and right exposed . Lumber DOL=1,60 plate grip oc purlins, except end verticals, DOL-1,60 B01 CHORD 3) Provide adequate drainage to prevent water Rigid ceiling directly applied or 8-3-6 ric, bracing. ponding. 4) This truss has been designed for a 10,0 psfMrTekrecommendsthatStabilizersandbottomchordliveloadnonconcurrentwithany required cross bracing be installed during truss other live loads. i erection, in accordance with Stabilizer 5) ' This truss has been designed for a live load InsbitIlation guide, of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenREACTIONS, (lb/size) the bottom chord and any other members. 11 1477/Mechanical 6) Refer to girder(s) for truss to truss connections, 6 = 1503/0-3-8 (min. 0-1 12) 7) Provide mechanical connection (by others) ofMaxIior-z truss to bearing plate capable of withstanding :36611 = 43(LC 8) In uplift at joint 11 and 370 In uplift at joint 6. Max Uplift 8) Hanger(s) or other connection device(s) shall 11 =-366ILC 8) be provided sufficient to support concentrated 6 =-370(LC 9) load(s) 102 lb down and 112 lb Lip at 6-0-1, 95 lbMaxGravtownand66Ibtipat7-0-13, " In (town and 66 11 1477(LC 1) In up at 9-0-13, 95 lb down and 66 Ih Lip at6 = 1503(LC 1) 10-6-1, 95 In down and 66 In tip at 11-11-5, and 95 Ih down and 66 In Lip at 13-11 -5, and 102 lbFORCES. (lb) down and 112 Ib tip at 15-0-1 on top chord, and Max. Comp,/Max. Tell, - All forces 250 (lb) or less 249 In down and 119 In up at 6-0-1, 69 lb down at except when shown, 7-0- 1 3, 69 In down at 9-0-13, 69 lb down at TOP CHORD 10-6-1, 69 In (town at 11-1 1-5, and 69 lb down at 1-2=-2357/581, 2-12=-2589/644, 13-11-5, and 249 Ill (town and 119 In up at 15-0-1 12-13=-2589/644, 3-13-2589/644, on bottom chord, The design/selection of such 3-14--25891644, 14-15---2589/644, connection device(s) is the responsibility of4-15--25891644, 4-5=-2276/564, others, 1 - 11 z- 14 16/389, 5-6= 1446/392 9 ) In the LOAD CASE(S) section, loads applied to BOT CHORD the face of the truss are noted as front (F) or back 10-16=-506/2112, 16-17--506/2112, B) 9-17=-506/2112, 8-9= 471/2039, 8-18=-471/2039, 7-18.--471/2039 WEBS LOAD CASE(S) 2-9=--106/668, 3-97 605/233, Standard 4- 9-1281751, 1-10--452/1980, 1) Dead + Roof Live (balanced): Lumber 5- 7- 454/1967 Increase=1 25, Plate Increase=1 25 Uniform Loads (pIf) NOTES- Vert: 1-2=-60, 2-4=.130, 4-5- 60, 6-1 1=-20 1) Unbalanced roof live loads have been considered G oncentrated Loads (lb) for this design. Vert: 2=-74(B) 4-74([3) 8=-46(B) 10=-249(B) it 1- W111i'l q S 1,, 4', "1 V 4 '1, 1, 11 t-A W 4-4 .. "J 44 Y j e bi'd i, c, -,, " 1 3,V46 P- qhl ,, Ml( 4 11"1 koh"', f lit P xAM it, -l!" P"."s"t i"m i i k,d 1-i't 41L,- I M P i Job Truss iTruss Type Qty Ply A0038209 WRGSG41'(39 JG02FG jHIPCAT Job Reference (optional) Al Roof Tmsses, Fort Pierce, FIL 34946, desiqn@altruss corl Rn 8 120 s Nov 12 2011 Print 8 120 S Nov 12 2017 Mi I ek Industries, Inc. Wed May 16 14 40 57 2018 Page I ID aq 2 .piYE3xtjP8oBill-16PuSYazz2o(-Uko j7Y7loSTgw986__7SVtjOq 7aCJK,1AO513DzFvX4 8-0-0 13-0-0 20-4-0 20-7-8 8-0-0 5-0-0 7-4-0 03-8 4x6 S 00 j 12 2 W2 [31 9 4X6 4x6 3 7 6 4x4 3x4 4x4 W4 Oead Load 00, _- 1/8 in 6X6 8-0-0 13-0-0 20-4-0 2Q--8 8-0-0 5-0-0 7-4-0 0, S-8 Plate 0 , ffsets (X,Y)-- 1:0-3-0,0-1-12), (4:0-1-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Vdefl LAI PLATES GRIP TOLL 20,0 Plate Grip DOL 1.25 TG 0.80 Vert(LE) 0.23 8-9 999 360 i MT20 244/190 TCDL 10,0 Lumber DOL 1,25 BC 0,60 Vert(CT) 0,35 8-9 709 240 BCLL 0.0 Rep Stress Incr YES WB 034 Horz(CT) 0,02 5 n/la n1a BCOL 10,0 Code FBC20171TP12014 Matrix -MS i Weight: 101 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No 2 *Exc(, t' Fl: 2x4 SP M 30 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No 3 OTHERS 2x4 SP No,3 BRACING- I`OP CHORD Structural wood sheathing directly applied or 2-2 0 oc purlins, (,xG(,,.pt end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 819/Mechanical 5 = 793/0-2-12 (min. 0-1-8) Max Her,, 9 60(LC 12) Max Uplift 9 170(LC 12) 5 154(LC 13) Max Grav 9 819(LC 1) 5 793(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11251648, 2-3=-9671690, 3A=- 11151655, 1-9=-736/520, 5-1 0=-820/573, 4- 10=-720/502 BOT CHORD 8-9=- 217/292, 7-8=-483/967, 6-7=- 4831967, 5-6=-275/399 WEBS 1- 8=- 2731762. 4-6=-214/642 NOTES- 1) Unbalanced roof live load, have been considered for this design. 2) Wind: ASCE 7-10: Volt- 150rnph (3-second gust) Vasd=1 16rriph; TCDL=5,Opsf; BCDL=S.Opsf: h=1 5ft, Cat. If: Exp C; Encl., GCpi=0.18: MWFRS 3) Provide adequate drainage to prevent water flooding. 4) This Truss has been designed for a 10,0 psf bottom chord live load nonconcurront with any other live loads. 5) * This truss has been designed fora live load of 20 Ops(on the bottom chord in all areas where 11 rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10, 0psf, 6) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 170 lb uplift at joint 9 and 154 lb uplift at joint 5. LOAD CASE( S) Standard k4q w a h n - 4 Ti. ww 4 V W ItI A A, A pi w4,l 1A !1, V A0" q , *,' W 4f, M W sti t, I "1 1, ,,, k or. r, 4.1 0 - t't", Zo lq-q Zt ti " 70Wt 1 kuliiA'An, I l-t,' ill R i >f p044,4 M, .. t1l, ,m 4A 160 kA-1 M ? Job :Truss Type 4ty 1 Ply A0038210 WRGSGM G9 !i H'P Job Helier ence (optional) At Roof fiu se-s, rorl 11,(Kce, fit 34946, de*,qn@ anrriss com Rung 8 120 s Nov 12 2011 Pnnt 8 120 s Nov 12 2017 Mr I of, industnes, Inc Wed May 16 14 40 57 2018 Page, 1IDn(ipIYE3xuP8oBiII16PvSYazz2of-Uko(j7Y/7oSTgw986 7SVu6g6h7aJJFkhO5BD 1FvX4 11-0-1 100-1 19-6,11 15-9-4 20-4-1 29-:-95-2-14 4 9-3 0 -6-0 4-9-4 4 6-13 0-48 3x06-6-0 3x4 Dead Load Deft. - 3/16 in I3x4 4 5 11 6x6 10-6-1 10-6-1 Plate Offsets (X,Y)-- [3:0-2-0,0-2-11], [5:0-2-0,0-2-111, [8:0-2 -8,0- 2-12] 8 3.8 3x4 5X8 LOADING (psf) SPACING- 20-0 CS1. DEFL. in itc TCLL 200 Plate Grip DOT 1,25 TC 0,54 Vort(f-L) 0L 19 8- TGDL 10.0 Lumber DOL, 1,25 BC 0,59 Vorl(CT) 0,39 8- BCLL 00 Ron Stress Incr YES WR 0.68 Florz(Cl') 0,03 RCDt- 100 Code FBC2017/-FP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 'Except* Bl: 2x4 SP M 30. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 Oc Purlins, except end verItcals, BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. Mi rek recommends that Stabilizer5 and required cross bracing be installed driving truss erection, in accordance with Stabilizer Installation guide, REACTIONS, lh/size) 11 819/Mechanical 8 = 793/0-2-12 (min. 0 1 8) Max Horz, 11 - 73(LC 12) Max Uplift I 185(LC 12) 8 = 170(LC 13) Max Grav 11 819(-C 1) 8 793(LC 1) FORCES. (lb) Max. Cornp./Max, Ton, - All forces 250 (lb) or less except when strewn. rop C14ORD 2-3=-9711630, 3-4= -838/635, 4-5=-838/635, 5-6=-970/628 BOT CHORD 10-11 =-635/982, 9-1 0=-602/946, 8-9----602/946 WEBS 4-10=-174A50, 2-10=-215/307, 6-10=-179/269, 2-1 1=-990/687, 6-8-947/651 NOTES- 1) Unbalanced roof live loads have been considered for this design, 12 20-4-1 20-7 9 9-10-0 0-4-8 c) l/doll Lid i PLATES GRIP 10 >999 360 MT20 244/190 10 >624 240 8 n /a n/a Weight 109 lb FT = 10% 2) Wind, ASCF, 7-10 ' Vult -- 150reph (3-second gust) Vasd= I 16raph, TCDL ---5,0psf' BCDL =5,Opsf: friii-I 5fi: Cat. 11. Exp C, Encl- GClpi=0, 18 MWFRS (envelope) and C-C Exterior(2) zone, cantilever left and right exposed C-C. for members and forces & MWFRS for reactions shown; Lumber DOL-- 1 .60 plate grip DOL=1,60 3) Provide, adequate draina0e, to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord five load nonconcturent with any other live loads. 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) (Of truss to truss connections. 7) Provide mechanical connection (by others) of truss to hearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 185 lb uplift at joint 11 and 170 In Uplift at joint 8, LOAD CASE(S) Standard a,,t."kymnas.'*" z' '—iW'1111` "A "c d Job lTruss Truss Type 10ty Ply i A00382M WRCSG4FG9 cil lCornerJack 4 Job Reference (optional) Al Root trusses, Fort Pierce, Fl- 34946, designC(0)l truss coin Run 8 120 s Nov 12 2017 Print 8.120 s Nov 12 2017 Mi-rek Industries, Inc Wed May 16 14 40 58 2018 Page I ID:UuuyiEBP7QXokL]wJ2P5W?E2TYLJP1 I I -ywMGKu 71ZrTibXYJiJYrzkQJ DOT X212s'd Rx2q Im RZFvX 3 1-0-0 0-11-11 1-0-0 0-11-11 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1,25 TC 0.09 I'CDL 10,0 Lumber DOL 1,25 BC 0,01 BCLL 0,0 Rep Stress Incr YES WEI 0,00 BCDL 10'0 Code FBC20171FP12014 Matrix -MP LUMBER - TOP CHORD 2x4SPNo.2 BOT CHORD 2x4 SP No ? BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 011-11 OG PUdInS, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTok recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, lb/size) 3 = 8/Mechanical 2 130/0-8-0 (min. 0-1-8) 4 1/Mechanical Max Her,-, 2 --, 35(LC 8) Max Uplift 3 = 4(L,C 12) 2 = 71(LC 8) 4 = 1(-C 1) Max Grav 3 8(LC 22) 2 = 130(LC 1) 4 = 13(1-C 8) FORCES. (it)) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10: Vult= 1 50rnph (3-second gust) Vasd= 1 16tnph; I-CDL.=5.0psf; EICIDL=5,0psf; It= 15141 Cat, 11; Exp C, Encl., GCpi=0.18 ' MWFRS envelope) and C-C Exterior(2) zone; cantilever left andnd right exposed ; end vertical left exposed; porch left exposed;C-C for mornhers and forces & MWFRS for reactions shown. Lurnher DOL= 1.60 plate grip D01-z1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 2x4 0 11-11 0-11-11 DEFL. in (loc) Well L/d PLATES GRIP Vert(L-L) 0.00 5 999 360 MI-20 244/190 Ved(CT) 0,00 5 999 240 Horz,(CT) 0,00 4 n/a n1a Weight: 5 lb 17T = 10% 4-1 pls' t-14' '-- 1r % i ! R,1 V ;r4.' ,0' I' l'K %, 'X o, I- t' 0, kup "t and c, 5.", "1 V: nE h.wS,eeI „- : f I W—" 4,,— Ni", '104 1. 4it . .. .... "I Olt, I", ?J"i ,A, lzlt' v, '+b," """f ' 1 1 iW kh" O' Aw "-1— —v,j4 0'PW" ,, "f 1i' WIW. Z'V'A. ;it 46 qM 'Jht h nJ6 A I bot 1!'sSn A'4"'V I i".6" M P L kopwwl"" a ihfi —1, fo"m i'?,0+k4 m410 iht —1"n pom"-p 13-A. P4P1 fwwS Whs" I 1"'46 P F t. Job Truss Truss Type Oty i Ply i A0038212' WRCSG4F-(',9 GJIF i Corner Jack 10 1 Jot) Reference (optional) i Al Root 1,usses, Fo, I I 1,erw. Ft- 34946, dcsign(§aItm-" com Ron 8 120s, No. I 2017 Poor 8 120 S'Nov 12 2017 MiTek Industries, Inc Wed May 16 14 40 59 2018 Pi o" 1IDaqpjYE3xuP8oRilIi6PrSYa/,z2of-Q6weYF8NK31O9I [VbYUZzXIXI-xNjnJta9ialltz'F'lvX2 1-0-12 0-10-15 1 0-12 0 10-15 LOADING (psf) TCLL. 200 TCDT, 10,0 BCLt- 00 BCDL 100 S 00 12 1 5x4 W1 1 5X4 4 0-10-15 0-10-15 SPACING- 2-0-0 CSL DEFL, L/d PLATES GRIP Plate Gnp DOL 1,25 TC 0,20 Vert([-[-) 0,00 5 999 360 MT20 244/190 Lumber DOL 1.25 TIC 0,09 Vert(CT) 0,00 5 999 240 Pop Stress Incr YES WB 0,00 Horz((,T) -000 3 n/a n/a Code FBC2017IT'PI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BO T CI IORD 2x4 SP No-2 WEBS 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide, REACTIONS, (lb/size) 5 = 161/0-7-4 (min, 0-1-8) 3 26/Mechanical 4 2/Mechanicafl Max Horz 5 z 52(L,C 9) Max Uplift 5 65(LC 8) 3 = 26(LC 1 ) 4 25(LC 9) Max Grav 5 161(LC 1) 3 = 11 (LC 8) 4 16(LC 10) FORCES, (1b) Max, Comp,/Max, Ten, - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCE 7-10, Vult=150rnph (3-second gust) Vasd=1 l6reph; TGDL 5,0psf ' BCEIL=5,0psf ' h 15111 11Cat. ' Exp C, Encl., GCpr=0. 18; MWFRS envelope) and C-C Extonor(2) zone, cantilever left and right exposed ' end vertical left exposed'G-C for members and forces & MWFRS for reactions shown: Lumber DOL=l .60 plate grip D01- =1,60 2) This truss has been designed for a 10 0 fist bottom chord live, load nonconcurront with any other live loads- 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss, to bearing plate capable of withstanding 65 lb uplift at joint 5, 26 lb uplift at joint 3 and 25 lb uplift at joint 4. LOAD CASE(S) Standard Weight: 6 lb FT = 10% 4, t "o "o 1 J },Jsb"' 0 r 8 10" i.Ft P'( "t WA b n z.1 p"" o-"' '0 iqy"M 11") ?Ort't ! kA i-" l.lance III P f Rq'odko"' af 11,' 6—w 'a and f.. " P"A 0"I ;ko Th, Iz- A i Ro'i !wwv Awh"" I iauh iii P ! t Z4 " 16 Job Truss Truss Type WRCSG4FG9 GJ1FG Cornor Jack t At Root Trusses, Fort Pierce, FL. 34946, dosiqn@altruss con, Qty Ply A00382131 Job Reference (optional) Run 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Wed =16 14:40 59 2018 Page I ID:agpjYE3xuP8oBili-16PrSYazz2of-Q6weYE8NK3jO9l'iV5YUzz lalixOynJta9ialltzFvX2 0-11-12 0-11-12 5.001 12 4x4 1. 0-11-12 0-11-12 LOADING psf) SPACING- 2-0-0 CS1. DEFL. TOLL 20,0 Plate Grip DOL 1.25 TC 0J02 Vert(LL) rCOL 10,0 Lumber DOL 1.25 BC 0.01 Vert(CT) BOLL 0,0 Rep Stress Incr YES WB 000 Horz(CT) BCDL 10J) Code FBC2017/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4SPNo.2 BOrCHORD 2x4SPNo.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-12 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All hearings Mechanical except jt=length) 4=0-8-1. lb) - Max Herz 4= -19(LC 10), 1= 27([-C 9) Max Uplift All uplift 100 lb or less at joints) 2, 1 Max Grav All reactions 250 lb or less at joint(s) 4, 2, 3, 1 FORCES. (lb) Max, Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7- 101 Vult= 150mph (1 second gust) Vasd=1 16mph; I'CDL--5.Opsf, 13CUIL-5.0psf, h=15ft, Cat, 11; Exp C; Encl., GCpi--0.18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed : end vertical left oxposed'C-C for members and forces & MWFRS for reactions shown; Lumber D01_=1.60 plate grip DOL=l .60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1, LOAD CASE(S) Standard in loc) I/defi L/d PLATES GRIP 0,00 4 999 360 MT20 244/190 0,00 4 999 240 i 0,00 2 n/a n /a Weight: 4 lb FT = 10% 11 11111" 01 " 14 '4 im"i N,r" 0 W, '' r .4 1',' 4, 14' .181, k 1, tm" ' N V t 1M cA t! "I "A'Age vr 41 , '14 "j", J "v i, k s : 14'14 'P14 .1 -,'14 k, 'A' 'd I 'v IM 1 (A D f 44 6 Fri! ""l 1,41W11 N hwt."rl Job Truss Truss Type T Qty Ply i WRC5G4f-G9 1CJ11=R i nerGo, 2Jack A0038214i i I Al Root itlisses. Fort Ptelce, Fl34946designJ) , , ((ung Job Reference ( optional(optional)a I taiss cofil 8 120 s Nw 12 20111 'not 0 8 11Nov 12 2017 MIT(* Indudoes, Inc, Wed May 16 14 41 00 2()18 F''go: I ID )qC)jYE;IxtjP8oBilti6PrSYazz2of-u,JUOI i9?SNrFtictlifF'?CVkliDKiyWiii/kOMjrqj/Fvx1 1-0-12 0-10-15 1-0- 12 0-10-15 LOADING (psf) TOLL 200 TCDL 100 BOLL 00 BCDL 10, 0 SPACING- 2- 0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr YES Code FBC2017rF[ 112014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4SPNo,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0- 10- 1 f oc purlins, except end verticals_ BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/ size) 5 161/ 0-7-4 (min, 0-1-8) 3 = 26/ Mechanical 4 = 2lMechanical Max Horz, 52(LC 9) Max Uplift 5 = 65( LC 8) 3 26( L.0 1 4 = 25( LC 9) Max Grav 5 161( LC 1) 3 11 ( LC 8) 4 = 16( LC 10) FORCES. (lb) Max. Comp./ Max. Teri All forces, 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7- 10; Vuft- 1 50tnph (3-second gust) Vaisd= 1 16rnph, TCDL=5.Opsf, BCD[- -5,0psf; it= I 5ft, Cat, If: Izxp C, Encl., GCpi=0.18 ' MWFRS envelope) and C C Exterior(2) zone: cantilever left and right exposed ' end vertical left exposed; porch left exposed ' C-C for members and forces & MWFRS for ,, actions shown; Lumber DOL1,60 plate grip DOL= 1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has b(,(,,.n designed for a live load of 20,0psf on the bottom chord in all areas where rectangle 3-6- 0 tall by 2-0-0 wide will fit between the 5.00 1 12 1 Sx4 ii Tl 'I wl BI 1 5x4 ! 1 4 0-10-15 0-10-15 CS1. DEFL. in ( loc) lidefl TC 020 Vert(( -, I-) 0,00 5 >999 BC 0,09 Ved(c T) 000 5 >999 WB 0,00 Hori,(CT) -0,00 3 n/a Matrix -MR 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4- LOAD CASE(S) Standard L/d PLATES GRIP 360 MT20 244/ 190 240 nla Weight: 6 lb FT = 10% ceC t I' ll le r ke irf 1, V""'t M iN. kt, t Ityf 9 W501, V4 e0l", M 14 9N t"',ri SM T i i111 N, ',t I 40,4 t' ? :,Awtin, o, n1-114 11, rt"6 -4"l h, Job Truss Truss Type 1 Qty Ply ii A00382151! WRCS(W-G9 CJ3AF Corner Jack i 'Job Reference (optional) Al Root Trusses, f oft Pierce, FL 34946, desigril@§allross coin Pon 8 120 s Nov 12 2017 Pont 8120 s Nov 12 2017 MiTek Industries, Inca Wed Wg 16 14 41 00 2018 Page I lt). UurnE_[1PzQXokUWJ ?PbW?E2TyuP 1 h- uJU0la9?5NrFnctt kKWnilkOMJrqJzFvXl i 2-7-3 i i 2-7-3 LOADING (psf) SPACING- 2-0-0 1 CU 20,0 Plate Grip DOL 125 TCDL 10,0 Lumber DOL 125 BCLL 0,0 Rep Stress Incr YES BCDL 10,0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOTC1-10RD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-3 OC pUrlins, except end verticals, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 96/0-3-8 2 = 68/Mechanical 3 271Mochanical Max Horz 2 66(LC 9) Max Uplift 4 = 45(LC 9) 2 = 34(LC 12) Max Grav 4 = 96(LC 1 2 68(1-C 1 3 = 46(LC 3) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd----1 16mph; TCDL=5.Opsf; BCDL=5.Opsf' h=1511; Cat, 11: Exp C, Encl., GCpi=0.18; MWFRS envelope) and C -C Exterior(2) zone, cantilever left and right ex posed end vertical left exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5,00 12 1 5x, I 5x4 2-7-3 2-7-3 CSL DEFL. in loc) I/dcfl L/d i PLATES GRIP TC 0.18 Vert(I-L) 000 3-4 999 360 MT20 2441190 BC 006 Vert(CT) 0,00 3-4 999 240 WB 0,00 liorz(c r) o,o 1 4 n/a n/a Matnx-MR Weight: 10 lb FT = 10% LOAD CASE(S) Standard UM W, A', 'N t", I! Wt X;110' rPlA %IIX V0 1- 1, 0, r, Ft W—, 09'11, A, 4 d1 r,4 . . ...... 14 o ^e IN, I*.1 V,0- IS E I,", Ik j v 1- 11 i ry# 4,451 It A Dww, Gp,,ghl D ?N1 1 R,,,(l ...... 1 4'4, 111 P I k,p qoq,- of this tr.z sicri.Iri q"y 1"'. 6 V,01,11,d —Ir" lof iwwI A"f-, 1"ct'h 1i r 1 Job 'Truss 1 Truss Type Qty 1 Ply Come, Jack A0038216! WRGSG41 G9 10 Job Reference (optional) At Hoof I russes, Fo,l Pierce, F L 34946, design(@a1t,uss corn Ron 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 1.1 41 01 2018 flage I ID:agpjYE3xuP8oBi1Fi6PrSYazz2o(-NV2PzwAdsliz6Prt)SuDzXR2yi-rUkI F-IFDMtd03PMI,+vX0 1-0-12 2-10-15 1-0-12 2-10-15 LOADING(psf) 1 SF TCLL 20.0 PI, TCDI_ 100 Ln BGI_I_ 10 Rc BCDL 10,0 Cc LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WO 3x3 4 2-10-15 2-10-15 kCING- 2-0-0 CSL DEFL. in loc) Well L/d e Grip DOL 1,25 TC 0,36 Vort(LL) 0,01 4-5 999 360 fiber FOOL 1 25 BC OF2 1 Vert(CT) -0.01 4-5 999 240 Stress Incr YES WB 0.00 Hor/,(CT) -0 02 3 n/a n/a e FBC2017/rPI2014 Matrix MR WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard FOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 197/0-7-4 (min,0-1-8) 3 66/Mechanical 4 26/Mechanical Max Herz 5 = 79(LC 9) Max Uplift 5 52(.-C 8) 3 = 57(LC 12) 4 = 3(LC 9) Max Grav 5 = 197(LC 1) 3 = 66(TC 1) 4 = 51 (LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASCIE 7-10; Vult 150rnph (3-second gust) Vasd= I l6rnph ' TCDI-.-z5.Opsf ' BCDLz5,Opsf ' h= 15111 Cat, II; FxP G, EncF, GCpi=0. M MWFRS envelope) and C-C Fxterior(2) zone, cantilever left and right exposed , end vertical left oxposed;C-C for members and forces & MWFRS for reactions shown-, Lumber DOL-11.60 plate grip DOL,=1,60 2)This, truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members PLATES GRIP MT20 244/190 Weight: 12 lb FT = 10% q,t, — 1,4 'W Vx ,A ",*X yqkS & MV,l0, 9.IT: W4 <4UY 1— 1, 1, tl ke nu4, i "O'l N, f W,-, 4", jo,j I 44 e, 14z,14 4, An ivw w0o'. WIv,- A 14W+, 101110 11 W 11 r 114 1N I01 sa t 4 0 Wd, 4-, 1 04,n,4p!,, 16 00, oJa.1 lj-Nr ZQ M 0't t 4 i9u apt ?Olt kt kdlnrs>e A"A"o, b"'Wii PI, Job 'Truss Truss Type City Ply A0038217 iWRCSG4FG9 CJ3FG Corner Jack 1 Job Reference (optional) AI Roof Trusses, Fort Pterce, FL 34946, design@)a 1 truss coin Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 MiTek Indusines, Inc Wed May 16 14 41 02 2018 Page 1 ID agpjYF3xuP8oBil[16PrSYazz2of-rticnAGBFd_ 5z0vv14ng2gb9N018Na gclr(joyvCzFvX? 2-11-12 2-11-12 500112 2 11 I 5x4 ri 10 WI: LOADING (psf) SPACING- 2-0-0 TCLI_ 20.0 Plate Grip DOL 1,25 TCDt- 10.0 Lumber DOL 1,25 BCLL O-O Rep Stress Incr YES BCDL 10.0 i Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 4 111 /Mechanical 2 78/Mechanical 3 32/Mechanical Max Herz 4 -,_ 67(L-C 9) Max Uplift 4 = 5(L,C 12) 2 60(LC 12) 3 = I(LC 9) Max Grav 4 II1(LC 1) 2 78(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ton. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7- 10, VUlt=150rnph (3-second gust) Vasd=1 16mph; TCDL=5.0psf ' BCDL=5.0psf ' h=15ft, Cat, 11 Exp C; End.,GCpi=0.18, MWFRS envelope) and C-C Exterior(2) zone;cantilever left and right exposed , end vertical left exposed:C-C for members and forces & MWFRS for reactions shown: Lumber OOL= 1,60 plate grip DOL= 1,60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurront with any other live loads, 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottorn chord and any other members. U3 :1 2-11-12 2-11-12 CS1. DEFL. in loc) Ildeft Ud PLATES GRIP TC 0,33 Vert(L-L-) 0.01 3-4 999 360 MT20 2441190 BC O20 Vert(CT) 0,01 3-4 999 240 WB 0,00 Horz(CT) 0.02 2 n/a n/a Matrix - MR i Weight: 11 Ib FT = 10% LOAD CASE(S) Standard W- 4 iHta A-1,14, ea WA i V1yt "!Ar" V414, I z W k M RK t, , 1,0 r t:O, 4, +44- .., " 1 .t -,m of '4 c !, , 'S 1, . >-j U: , 41,, 1 eu 1, W,.m fAo '104 " .1, 1 141 ", W, W( 1 , " :} kl h p 4", 1, 0, 1 ',- , 'el . .1 !'H - e -0 t, V*,;'o "i ,, ",01, t l 4,1 F' , , I 1 s .1 114 111, , 11W ,, A" ;1 4 *W v .h", A - - IM, 14 W n 0, tt, r- " I , ,, 1A, 'Int, , 0 K A, t W 1!e 1, k 4, 10, '4 t h, 51 A 44 ,, 0 1, 'JO", iAq "'Ok" .0', e '1d 0 01( 8 1 1 r, k1 51, I'll, (111k SL — t, T11 ,,j .i 4 NMI" 41"I'l 1011, 1 1 11- M1 M 1 14 " M A Wl 'M 44 k, y"I a,+x, ry tz6ru".nz„#I ,<r 1a =pee , 1L , " .rink. p, , , - j—, I ., j IWA 1601 . hk,il 1,,4011 Rqwlel,,nst A,,mw Job jruss 1 Truss Type !Qty Ply WRcs(A I G9 GJ31- 11 Corner Jack 2 1A003821W Job Reference (optional) Al Roof I Risses, Fort Pierce, FL Run 8 120 s Nov 12 2011 Flnn t 7 120 s Nov 12 2017 Mi I-ek Industries, Inc Wed May 16 14 41 02 2018 Page i I ID agpjYF3xuP8oBilI I6PiSYazz2of-rh(-nAGBFd SzOwl4ng2gb9NOe8N[-,gc.lrgoyvCzFvX? rt1-0-12 2-10-15 1-0-12 2-10-15 3x3 i 2 10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) Udell L/d PLATES GRIP TCI-L 20,0 Plate Grip DOL 1,25 TC 0.33 i Verl(Ll--) 0.02 4-5 999 360 M T20 244/190 ICDL 10,0 1-Urriber DOL 1,25 BC 0,22 Vert(CT) T) 0.02 4-5 999 240 BCLI- 0,0 Rep Stress Incr YES WB 000 Horz(Cf-) -0.03 3 n/a n/a BCDL 10,0 Code FBC2017/TP12014 Matrix -MR Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SE' No,2 BOFCHORD 2x4SPNo.2 WEBS 2x4 SP Nr),3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CfIORD Rigid ceiling directly applied or 10 0-0 oc, bracing. MiTok recommends that Stabilizer's and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( Ib/sve) 5 197/0-7-4 (inin, 0-1-8) 3 = 66/Mechanical 4 26/Mochanical Max Her/ 5 1w 79(1,,G 9) Max Uplift 5 - 92(LC 8) 3 = 57(LC 12) 4 40(LC 9) Max Grav 5 197([-C 1) 3 66(l-C 1) 4 51 (LC 3) FORCES. ( lb) Max. Comp,/Max, Too, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7 10, Vult---1 50ruph (3-second gust) Vasd= 1 16rnph; TCCL--5,0psf; BCDL-5.0psf: h- 15111 Cat. 11 ' Fxp C ' Encl- GCpi=O, 18 ' MWFRS envelope) and C-C Exterior(2) zone. cantilever loft and right exposed ;end vertical left exposed: porch left exposed.C-C for members and forces & MWFRS for reactions shown, Lumber DOL- 1 .60 plate grip DOL=1,60 2) This truss has been designed for a 10.() psf bottom chord live, load noncoricurrent with any other live loads, 3) ' This truss has been designed fora live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ih uplift at joint(s) 5, 3, 4, LOAD CASE(S) Standard 11W 1, I V1, A I 1A f1- t, 11 119 1 A 11 "An'.vi 1 2 f g w,1,4 ,, 1, 7110 al-4, 1 t, f— JN 1A", t,,e01 6W riz,Wl, 0 M ,4!4, m Ty,8 t, t .!oo Bry 31111' I ,, 4,, P1 n0A I f(' 01,s- i'A""I k"'Wil H A,0- I N w Ij AQ46 Job Truss Truss Type WRCSG4FG9 GX)AF cornier Jack Ai 1 oof Trusses Fort Pierce, FL 34946, designiiila I truss com 3x3 Run'-8 120 s Nov 12 2017 Print 8 120 s Nov I ID Uu(TiEBPzQXokuwJ2P5W'?E2TyuP1li 4-7-3 4-7-3 3x3 11 4-7-3 4-7-3 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in loc) Weft L/d TCLL 20.0 Plate Grip DOL 1,25 I-C 0,43 Vert(LL) 0.02 3-4 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0-04 3-4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.05 4 n/a n/a RCDL 10,0 Code FBC20171TP12014 Matrix -MR LUMBER - TOP 1-HI-IRD 2x4 SP Not 2 5) Provide mechanical connection (by others) ofBOVCHORD2x4SPNo.2 truss to bearing plate capable of withstanding 100WEBS2x4SPNo,3 lb uplift at joint(s) 4, 2, BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-3 LOAD CASE(S) oc purlins, except end verticals. StandardBOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizer-, and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 176/0-3-8 (-nin. 0-1-8) 2 = 1241Mechanical 3 = 52/Mochanical Max Harz 2 93(LC 9) Max Uplift 4 60(LC 12) 2 54(l-C 12) Max Grav 4 176(t-C 1) 2 = 124(LC 1) 3 = 84(LC 3) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1 761280 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5,Opsf, BCDL=5.Opsf: li= 1 5ft, Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed I end vertical left exposed.C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOLE1.60 2) This truss has been designed for a 10,0 psf bottorn chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the A0038219i 16 14 41 03 2018 Panel PLATES GRIP MT20 244/190 Weight: 16 th FT = 10% W H I,w Mill 1,' 1, 0 tlfP is 'i,iV 4 All, !I, iPl' I "p- , I SM 10, JO-1: y 'm I, f Do I;o'—'l I,, PlIono "4- Ili' o'rllrrll I N I-F "4 Iq I s 'A l't l'110,111 4 0 1 W*' li, "'P—ihk I!, l' I I'll lwu I 1 . -, otol 0 111 1, y' " I. "' A'I; lf, vi (1, i 'i, il- 'I! ' j"Ij AA 4, q, IN at ilq Ili 11 rl'111" M (o "", v,"" :911 141'40',1111111 W1 'tt "iI,"'Ov Y— p,i— "r— I Id"N 6 A'vl liv'l "'i", ir.P rill, "d"s i" 1 "4 ij j— " I ",O'l III '1 4""'1 K 1 4pllsht"l) "16 A I bdlfil"I A'4110ilfl 1""hiM P 1, 6wwm -'qf— I Rae(I P I I Job !Truss Truss Type Qty Plyi i A00382201 WRGSG4FG9 Go, no Jack I Job Reference (optional) Al Root Trusses, Fort Pierce, Fl- 34946, ricsign(a?o1vuss coru Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MTek industries, Inc Wis.1 May 16 14,41 04 2018 Re I lD:agpjYF3XtJP8oB01 16PrSYazz2of-ri4iXbyCW9(LgGFATu,'j489iiTGJy, ysa6K,)zl-13y4zFv z 14-12 4-10-15 1 0-12 4-10-15 oo12 I Sx4 VVI: 31 4 4 xb 4- 10 15 4- 10-15 LOADING ( psf) SPACING- 2-0-0 CS1, DEFL. in fee) 1/def] I'M PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0,71 Vort(LI-) 0.05 4-5 999 360 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 TIC 0.47 Ved(CT) 0,05 4-5 999 240 BCLL 0.0 Rep Stress Incr YFS WB 000 Horz(CT) 0,08 3 n/a n/a BCDL 100 Code FBC201711-f"12014 Matrix -MR Weight: 18 In FT - 10%, LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4 10-15 oc purlins, except end vexticals, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing miTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/ size) 5 = 270/ 0-7-4 (min,0-1 8) 3 = 126/ Mechanical 4 53/ Mechanical Max Hor7. 5 = 106( L-C 9) Max Uplift 5 55( LC 8) 3 93( LC 12) Max Grav 5 = 270( LC 1) 3 126( 1-C 1) 4 = 89( l-C 3) FORCES. (lb) Max. Comp./ Max. Fort, - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=- 229/290 NOTES- 1) Wind: ASCE 7- 101 VLjlt,-- 1 50mph (3-second gust) Vasd=1 16roph TCDL=5,Opsf BCDL=5,0psf; Ti=15ft. Cat, 11 ' Exp C, 6icl, , GCpr--0,18: MWFRS envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposcd,C-C for members and forces & MWFRS for reactions shown, Lumber DOL.= 1,60 plate grip DOL--- 1,60 2)'This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads, 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joints) 5, 3 LOAD CASE(S) Standard J" 'it", - t1: 4c:, ;e, 1" F l *104 J, ' Y,4, 11 1 a f'. 1 1, it d,l i il""r 4 AwcI k0, t nl Mi, 'r, ir " w lav, ,I -0*t, 1, 6a afl " 1, 'N,t 47 ""mw 4rn x 4 r 1. I p Fe IUEd i ps 0 f"Yi c ' 1, O, W _4 ic 4 14 14 0 ,,i "'N' I Aill," .111 "A 0 W 1 1 T1. 4 ;1111 M P40— 0i V i ij h" "o. !I 4 t(t N 1F I t f,40 c i A-w ei, o pm 2 o4lr 114 1.11 . ,,,.,a h c 14 14 i" 0 VA , M WA I ki"fl,v ... < Wt"41 1,40111 fi ,Iqtwri -rerpt-w,,Iw4A I Ro!6- Pi sort P 1, W!4. 1 Job iTruss i Truss Type City Ply A06,382211 WRGSG4J_G9 1 CJSFG Corner Jack Job Reference (optional) Al Roor Trusses. Fort Pierce, H, 34946, desigri(q)a I truss corn Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2017 Mi fek Industries, Inc Wind May 16 14:41 04 2018 PpLe. 1 ID:,igpjYF 3xuP8oBiII16PrSYazz2of-n4jXbyCW9(;LgGEATu548ga]'KpyI CSa6KJzli3y4zf-vt z 4-11-12 4-11-12 Im 4 30 4-11-12 4-11-12 LOADING (psf) SPACING- 2-0-0 CSL DEFL, TOLL 20,0 Plate Grip DOL 1,25 TG 0,48 Vert(U-) TCDL 1110 Lumber DOL 1.25 BC 0,26 Vert(CT) BCLL 0,0 Rep Stress Incr YES WB 000 Horz(CT BCDL 10.0 Code FBC2017(TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No,2 130T CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1 1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, (lb/size) 4 191/Mechanical 2 134/Mochanical 3 57/Mectranical Max Harz 2 94 (LG 9) Max Uplift 4 = 67(LC 12) 2 56(LC 12) Max Grav 4 = 191((-C 1) 2 = 134(LC 1) 3 92(l-C 3) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-183/297 NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vas& 1 l6mph, TCDL=5.Opst; BCDL-5.0psf: h= 1 fift, Cat, II; E:xp C: Encl., GCpi=0,18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and , , right exposed end vertical left exposed C-C for members and forces & MWFRS for reactions shown; Lumber DOL=11,60 plate grip D0L=1 .60 2) This truss has been designed fora 10,0 psf bottom chord live load nonconcurront with any other live loads. 3) 1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where rectangle 3-6.0 tall by 2-0-0 wide will fit between the 10 in loc) I/def! L/d PLATES GRIP 0.03 3-4 999 360 MT20 244/190 0,06 3-4 999 240 0,05 4 n/a n/a Weight: 17 lb FT = 10% 5) Provide mechanical connection (by other-s) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. LOAD CASE(S) Standard l-, U,"H, -- 1" 'A i It 11 „3 i k9i 1, 111,,9 'MT, 0i %E"A 1" 1- 1, ft,if j—,4" 1-4 "A 1v - i 1_' )-,"q W: '. N .1,,I,r? l iced i I , M-, Ir" a, I- knit,;0 Ml 11, 1-1 1W ',"a ill I", i 11 111( 1, - -,, I l , i.-: R! "o ., i P q$[s r i 1 t Y 41t t! d t <cI"i I I', W I, ,I, la " 'tri'r pt t"l'o, r, r,' c,*q 11, a qr- 0 1 'a 4• 1,14 W. mmlor, Iri iI, ,,I , 1, It 1 0 1 . i-r. :Iflll It" ItJ C4,14 t, z 'i,*0 I?"$ -,1 114 1., , -'d .r_ t, "I o 14,4 W VI,J " !ii I 0' t 4onq67 iC?Ii"0011 P I I " Job I Truss Truss Type WRCSG4FG9 tCJSFP Corner Jack A I Roof Trusses, Foil Pierce, Fl- 34946, design((Paltress cooi 1- 0-12 1- 0-12 Qty Ply A0038222: 2 Job Reference (optional) Run_ 8 120 s Nov 12 2017 Pnot 8 120 s Nov 12 2017 MiTek Indusines, lor, Wed May 16 14 41 05 2018 llage. I ID aqpjYF3xuP8oBill 16PcSYazz2of-FGi-lvoID8vvl-XtOI(SpbNCo?I-YI-JcBlMTYdlcUXzFvWy 4- 10-15 4- 10-15 4 3x4 4- 10-1 5 4- 10-15 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d t PLATES GRIP TCIJ- 20,0 Plate Grip 001- 1,25 TC 061 Vert(LL) 0,12 4-5 460 360 MT20 2441190 TCD[- 10 0 Lumber DOL 1,25 BC 0,57 Vert(CT) 0,11 4-5 520 240 BOLL 00 Rep Stress Incr YES WH 000 ilorz(c r) o, i 2 3 n1a n/a BCDL 10, 0 Code FBC20171TP12014 Matrix -MR Weight: 18 lb FT - 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. lb/ size) 5 = 270/ 0-7-4 (min, 0-1-8) 3 = 126/ Mechanical 4 53/ Mechanical Max Horz 5 106( L-C 9) Max Uplift 5 = 125( LC 8) 3 93( LC 12) 4 = 59( LC 9) Max Grav 5 = 270( l-C 1) 3 = 126( 1C 1) 4 89( t.,C 3) FORCES. (lb) Max, Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=. 229/272 NOTES- 1) Wind: ASCL, 7- 10; Vult-1 50rnph (3-second gust) Vasd= 1 16roph ' I CDL=5.Opsf; Bll CDL=5 Opsf 1 5ft, Cat. 11, Exp G, Encl., GCpi=O, 18; MWFRS envelope) and C- C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed; porch left exposed;C- C for members and forces & MWFRS for reactions shown: Lumber DOL-1,60 plate grip DOLm1, 60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has, been designed fora live load of 5) Provide mechanical connection (by other,,;) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=125, LOAD CASE(S) Standard n' 'nv A., Zt k)b Truss Truss Type City Ply A0038223i WRGSG4FG9 I DQ51_ j Half i lip Girder Job Reference (optional) Al likoot Fmsses, Fart Pece, F1_ 34946. design((,ba 1 Miss coin Run 8.120 s Nov 12 2017 Print 8.12O s Nov 12 2017 MiTek Indusuies, Inc WOO May 16ID:lhohl IqqcR5jfhi7ZLq IloUyiKGA-jTrIO(JEmqDbOVYKrOW6cl?Yi'lltlfwO3clt)I irriAl ZWPage 1- 0-12 1 i 4 4- 11-4 9-3-4 13-7-4 1- 0-12 4-11-4 4-4-0 4-4-0 5X6 5x4 ' I U4 i 50011212A 4x4, 2 VV W F W W4 9 W11 W- 11, fi 13 7 14 15 1 5x4 i 4 XA 3x8 6 I 5x4 4- 11-4 9-3-4 13-7-4 4- 11-4 4-4-0 4-4-6 Plate Offset-, (X,Y)-- 3:0-1-4,0-2-81 LOADING ( psf) SPACING- 2-0-0 CS1, DEFL, in lac) Ilden L/d PLATES GRIP TCIA,_ 200 Plate Grip DOL. 1,25 TC 0,37 Verl(LL) 0,02 7-8 >999 360 MT20 2441190 TCDL 100 Lumber DOL. 1,25 BC 0,39 Vert(CT) 0,05 7-8 >999 240 BCI_ L 0,0 Rep Stress Incr NO WB 0,42 Horz(CT) 0-01 6 n1a n/a BCDL 10,0 Code FBC2017frPI2014 Matrix MS Weight: 78 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No 130T CHORD 2x4SPNo,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 6 907/0-4-0 (rnin. 0-1-8) 9 866/0-7-4 (min, 0-1-8) Max Hor-z 9 107(LC 5) Max Uplift 6 - 187(LC 5) 9 - 208(t-C 4) Max Grav 6 907(LC 1) 9 866(LC 1) FORCES. ( lb) Max. Comp,/Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2- 3:7-1086/244, 3-10=-911/199, 4- 1 0=-911/199, 4-11 =-911/199, 11- 12----911/199, 5-12=-9111199, 5- 6=-832/216, 2-9=-817/229 BOTCHORD 8- 13=-243i945, 7-13=-243/945 WEBS 4- 7.--4661196, 5-7--244/1102, 2- 8=-1501862 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live leads, 4) * This truss has been designed fora live load of 20 ' Opsf on the bottom chord iordin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt--lb) 6= 187, 9=208. 6) Hangei (,-,) or other connection device(s) shall be provided sufficient to support concentrated load( s) 156 In down and 171 lb tip at 4-11 4, 67 b down and 56 In kip at 7-0-0, 67 lb down and 56 b tip at 9-0-0, and 67 In down and 56 lb up at 11- 0-0,and 671bdown and 561bupat 12-2-Oon top chord, and 117 lb down and 32 lb up at 4-11- 4, 50 lb down at 7-0-0,501bdown at 9-0-0, and 50 lb down at 11 -0-0, and 50 lb down at 12-2-0 on bottom chord. The desigrilselection of such connection device( s) is the responsibility of others, 7 ) In the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back B) LOAD CASE( S) Standard 1) Dead f Roof Live (balanced): Lumber lncreasw=1.25, Plate Incroase=1 25 Uniform Loads (pff) Von: 1-2=- 60, 2-3=-60, 3-5-60, 6-9-20 Concentrated Loads (lb) Vert: 3=- 156( F) 8= -79(F) 4--67fl 7-33(F) I 0=-67( F) 11 -67(F) 12---67(F) 13=-33(F`) 14=-33(F) 15=-33fl NOTES- 1) Wind: ASCE 7-10: Vult=150(itph (3-second gust) Vasd=116rnph; TCDL= 5,Opsf, BCDL=5,Opsf, h--.15ft; Cat, 11; Exp C - Encl., GCpi=0.18, MWFRS envelope); cantilever left and right exposed ' end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 Aq! I" "w ?, a -, & 111 1, " f-' JN "Ow 04 "i q v Ir < r r a0 A "0" PI, I 1"" 5. 11i P i of i M' A'b iJab Truss Truss Type jQty Ply A003822JI DoGF Flair fripWRGSG4FGo Job Reference (optional) At Roof Tmsses, For( Pierce, VL 34946, Pun 8 120 s Nov 12 2017 [',in( 8 120 s Nov 12 2017 MiTek industries. Inc, Wed May 16 14 41 06 2018 Page 1 ID:UuniFBPzQXokuwJ2P5W'?F2TyuPIli-j I ilOdEiiiqDt)OVYKrOW6cl?Yc7iliFwPdcfnI ImAl ZzFvWx 1-0-12 6-11-4 13-1-4 13 4T12 1.0-126-11-4 6-2-0 0-3 8 4x6 4x4 4 3x6 4.8 U6 6- 11-4 13-1-4 13-4-12 6- 11-4 6-2.0 6 38 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in loc) Udell Ltd PLATES GRIP TCLL 20,0 Plate Grip DOI, 1,25 I-C 015 V(,rt(l-[,) 0,06 7-8 999 360 MT20 244/190 rCDL 10'0 Lumber DO[- 1.25 BC 0,41 Vert(CT) 0.12 7-8 999 240 BOLL 0,0 Rep Stross InGr Y F, S WB O38 Hor/,(CT) 0.00 5 n/a n/a BCDL 10, 0 Code f-BC2017[TP12014 Matrix -MS Weight: 74 lb FT'n 101% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOTCH013D Rigid coiling directly applied or 8 4-14 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (fb/ sve) 8 = 601/ 0-7 4 (min. 0-1-8) 5 503/ 0-2 14 (1nin. 0-1-8) Max Horz 8 = 134( 1C 9) Max Uplift 8 135(- C 12) 5 143( LC 9) Max Grav 8 601 ( t-C 1) 5 503(- C 1) FORCES. (1h) Max. Comp./ Max. Ten. - All forces 250 (1b) or less except when shown, TOP CHORD 2-3=- 610/330, 1 4=-473/372, 4-6=- 467/407,2-8-- 538/471 601 CHORD 7-8= 480/301 WEBS 3- 7=- 174/284, 4-7-4111518, 2-7= 01278 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing [)late at joint(s) 5. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) except (jt=lb) 8-1,15, 5=143 LOAD CASE( S) Standard NOTES- 1) Wind: ASCE 7-10. Vult= 1 50ruph (3- second grist) Vasd= 1 116mph; TCOL-5.0psf; BCDt---5 Opsf, h'-' 1 5ft: Gat. 11 Exp C r--ncl,, GCpr--0,18, MWERS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed,C C for members and forces & MWFRS for reactions shown; Lumber DOL-=1.60 plate grip DOI----1,60 2) Provide adequate drainage to prevent water 0%,"'l, WA te,,4- hl--N 4 t' A, 4,"O'§ Ir, .4 lt 4, 11 1","'lit V 0 1"d "'o 11, v I "O,WT' "m" ' t- F q. 14.14 ll 4 - 1 1 "14, l' Olp! n e. 1 el-, 'p 3 a} 4, i " Opl!gu 0 n i 4 k,4 A mh,, 1 1,44 ill P 1, ,f 11,", b"w'l 1—y fmn. i, R'*Wd w;lhol the wadcn rzrnsli,ita:nklR,:ol i,s,,esAniAoor I i-b ill, P Job Truss i Truss Type oty Ply 1 i A0038225 WRCSG4VG9 001F t Half Flip I I lJob Reference (optional) At Roof Trusses, F out Pierce, FL 34946, designi§W(russ coin Run 8 120 s Nov 12 2011 Print 8 120,s Nov 12 2011 MiTek Industries, Inc Wed May 16 14 41 07 2018 Page I ID UutnEBPzQXokuwJ2P5W'C2TYLIPIli-BfPqDzEORXiF7hvlZD(.IrlDbqq9OTfo3in?xWjZPzFvWw 1-0-12, 6-4-8 8-11-4 13-1-4 13,402 1-0-12' 6-4-8 2-6-12 4-2-0 0'318 3x4 3x4 Dead Load Deb. = 106 in 9 5 00:i 12 3x4 3 T1 it 3x4 W4, W2 A6KJ 8 7 3X6 4x4 4x4 6-4-8 i 8-11-4 13-1-4 13r4,12 6-4-8 2-6-12 4-2-0 0-3-'8 Plate Offsets (X,Y)-- t2:0-1-0,0-1-8], [4 0-2-0,0-2-111, t7:0-2-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d PLATES GRIP FCL.L 20,0 Plate Grip DOL 1 25 T-C 0,56 Vert(LL) -0,06 7-8 999 360 MT20 244/190 TGUIL 10LO Lumber DOL 1.25 BC 0.48 Vert(CT) -0,14 7-8 999 240 BCLL OLO i Rep Stress Incr YES WB 0,63 Horz(CT) -0.0 1 6 ril"I n/a i BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 75 lb FT = 10'/,i LUMBER - TOP CHORD 2x4 SP No.2 4) This truss has been designed fora live load BOf`CHORD 20 SP No.2 of 20 Opst on the bottom chord in all areas where WEBS 2x4 SP No.3 a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenBRACING- the bottom chord and any other members. TOP CHORD 5 Provide mechanical connection (by others) of Structural wood sheathing directly applied or 6-0-0 truss to bearing plate at joint(s) 6. oc puffins, except end verticals. 6) Provide mechanical connection (by others) ofBOTCHORD truss to bearing plate capable of withstanding 100Rigidcoilingdirectlyappliedor8-3-12 oc bracing in uplift at joint(s) except (jt=lb) 9w136, 6-138, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer LOAD CASE(S) Installation guide. Standard REACTIONS. (lb/size) 9 60110-7-4 (min. 0-1-8) 6 = 50310-2-14 (mill. 0-1 -8) Max Horz. 9 165(t-C 12) Max Uplift 9 1 36(LC 12) 6 138(LC 9) Max Grav 9 601(LC 1) 6 503(LC 1) FORCES. (1b) Max, Comp./Max. Ton. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-661/347, 2-97--549/44 7 BOTCHORD 8-9=-44 2/244, 7 -8--4951549 WEBS 3-7=-578(529, 2-8=-97/438 NOTES- 1) Wind: ASCE 7-10. Volt-- 150roph (3-second grist) Vasd=l 16mph, TGDL=S,Opsf, BCDL-5,Opsf, h 15111 Cat- I I ' Exp C; EncA,, GCpi=0.1181 MWFRS envelope) and C-C Extenor(2) zone, cantilever left and right exposed , end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1,60 plate grip DOL= 1,60 2) Provide adequate drainage to prevent water ponding, 3) This truss has been designed for a 10.0 psf cit q""' 04 o'-- P- 0 t';P v4 .4t, f'; Iv 4111- Yti g E0,m vt . ..... "A0141114 14 -v 141 14 }N-'! 11, 010,1 f vhH1l N 11U I j -'j— M 1'„sa,i<a ,, me: Nv'i 0"_' 44"o i, qn4 i, 9lx,.x„ia,e4 t 1" , -r 'V ;I ; N I 14'N ,'. ;', 11, , ., 4&j fl, 'v " i" i" , cl i " T, i op"'hl '() 2 R i 6 A 1 bd I ,- Whn' i I I oroo 111 P I . R'p "6ci. "f 1k , vea,rai. in of fm . re'Th' 0 1h, w'Vie 9', 'it, ,, 1s 'M A i Rof I s ... . hot— 1 W P Job 'Truss Truss Type I1Oty1Ply WR(,'9G4FG9 t 06 COMMON I 1A00382261 I j Job Reference (optional) Al Roof Dusses, Fort Pierce, Ft 34946, design( aumss coin Ru 1 8 120 s Nov 12 2017 P,,nf 8 120 s Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 07 ID Ilioliliqg<-,R5jfhi7ZI-glioUyiKGA-RfPgDzEORXIF71iv17DdrlD5wF940fxrni?xwjZPzFvWw1-0-0 3-10-0 7-8-0 8-8-0 1-0-0 3-10-0 3-10-0 1-0-0 2 2X4 q on f 12 Al 3X6 3x4 III 2x4 3x6 11, 1-0-0 1-,1 12 6-6,4 6,8-0 7-8-0 1-0-0 0-1-12 5-4-8 0-7 -) 2 1-0-0 Plate Offsets (X,Y)-- 2,0-0-12,0-1 1-14]. [2:0-1-14,0-0-10], 3:0-2-0,Fdgel, 14 0-1-14,0-0-10], 4i0-0- 12,0-11-141 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dotl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC O15 Ved(LL) 0.03 10-15 999 360 MT20 244/190 rCDL 10,0 1-urnher DOL 1,25 BC 0,23 Veri(C V) 0,03 10-15 999 240 BCLL' 0,0 Hop Stress Incr YES WB 0.00 Hor/(CT) 0,00 4 n/a n1a BCDL 10,0 Code FBC2017/FP12014 Matrix MP Weight: 29 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4,3PNo,2 WEDGE Left: 2x4 SP No,3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracinq, Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS, Ibisize) 2 367/0-3-8 (min. 0-1-8) 4 367/0-3 8 (min. 0-1-8) Max Hor-z 2 = 32(LC 13) Max Uplift 2 4 209(LC 9) Max G(av 2 367(LC 1) 4 = 367(LC 1) FORCES. ( 1b) Max, Cornp.iMax, Ton. All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Volt- 150mph (3-second gust) Vascl.- l 16fnph, FCDL=5 Opsf; BCUL=5,0psf1 h=15ft, Cat. 11 ' Exp C ' Encl_ GCfn-'0,18, MWFRS envelop(,) and C-C Extonor(2) zone; cantilever left and right exposed I porch left and right exposed,C-C for members and forces & MWFRS for reactions shown. Lumber DOL-1,60 plate grip DOL -1 .60 3) This truss has been designed fora 10,0 psf bottom chord live load nonconcurrent with any other live leads. 4) * This truss, has been designed fora live load of 20. Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate c ipable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=209, 4=209, LOAD CASE(S) Standard W' l W6 U i 0I1", "' 1", V,, 1, M* it i, -1., 1, tl'N'j U .".1 A" -111 it 0M, 11. TA I - 1 4. TR I 19.A " t V" 3W D ?N A I tea i s Avh" I hia. !ij P 1 o1 f(" io-"s 'e i"V f4m P'ah'b'T'd th, -ft"a F"m "w fioo A &4 h ...... I 1(mbo i6 P (A i" ' ic,' I i i'1114c 1 Job Truss 1 Truss Type 10ty Ply A00382271 WRCSG4FG9 Fog Hip Girder Job Referencc, (optional) At Nor Trusses, Fort Pierce, UL 34946, design(§a 1 if uss cou, Run 8 120 s Nov 12 2011 Prot 8 120 s Nov 12 2017 MiTek Industries, Inc Wed M, 16 14 41 08 2013 Page I7_,RIDIholiHqqcR5ifhilZLglloOyiKGA-(rz,2RJFOCqi-6krUE7x94qQd,'jv _x00vvFbFH5rzFvWv 1-0-0 3-0-0 4-8-0 7-8-0 8-8-0 1-0-0 3-0-0 1-8-0 3-0-0 1-0-0 3x6 U6 1 1-0-0 1-,1-12 3-0-0 4-8-0 6-6-4 6-8'0 7-8-0 1-0,0 0-1-) 2 1-10-4 1-8-0 1-10-4 0-)-,12 1-0-0 Plate Offsets (X,Y)-- t2:0-1-14,0-0-10], t2:0-0-12,0-11-14], 5:0-1-14,0-0-1% [5:0-0-12,0-11 141 LOADING (psi} SPACING- 2,0-0 CS1. DEFL, in loc) I/defl Lid PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 0,16 Vert(LL) 0,01 7 >999 360 MT20 244/190 ICDL 10.0 Lumber DOL 1,25 BC 0,14 Vert(CT) 0.01 7-8 >999 240 BCLJ_ 0.0 i Rep Stress Incr NO WB 0.01 Horz(CT) 0,00 5 n/a n1a BCDL 10.0 Code FBC2017rFP12014 Matrix -MP Weight: 32 lb FT LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo,2 WEBS 2x4 SP No.3 w[,DGE oft: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 130T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 303/0-3-8 (turn, 0-1-8) 5 30310-3-8 (min. 0-1-8) Max Herz 2 27(LC 12) Max Uplift 2 = 310(LC 4) 5 310(LC 5) Max Grav 2 327(L-C 43) 5 327(LC 42) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (lb) or loss except when shown. TOP CHORD 2-3-273/347, 3-4=-236/314, 4 273/34 7 BOT CHORD 2-8-287/293, 7-8=-294/297, 5-7----287/294 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except (jt*zlb) 2=310, 5=3 10, 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 149 In up at 3-0-0, and 126 lb down and 149 lb up at 4-8-0 on top chord, and 100 lb down and 120 lb up at 3-0-0, and 100 b down and 120 lb rip at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncreaso= 1 25. Plate, Increase- 1 . 25 Uniform Loads (plf) Vert: 1-3--60, 3-4 =-60, 4-6=-60, 9-14= -20 Concentrated Loads (lb) Vert: 3=34(F) 4=34(F) 8=30(F) 7=30fl NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 101 VUIt= 1 50rnph (3- second gust) Vasd- I 16mph; TCDL=5,0psf; BCDL=5,0psf; h = 1501 Cat. 11 Cxp C; Encl_ GCpi=0.18 MWFRS envelope); cantilever left and right exposed . porch left and right exposed, Lumber DOLzl .60 plate grip 0 zk P*'-H 11- "I t-,rul 1 11 ill F t, I'," "t 104' I, If,, ;1: I", It I I, t"t"! 0 N "'o N 1- , r" Dn't"I -v M V S,I, c , i", 1 k -q- 011, r-4 t'4"'ON, 4ev 1,4,v V, 0 N t,(, , r, ,l Q".., 1 I, "'k, 114 N tIfl,W ,M 4 }Vi e 1, 1 t. x+ o WN i, "' M r, ", W11,11`11- 1111.41", 1, h,, hp M P f Fuuqoow-f Ns kmeit -wf ", ";,!Ih 4,1oi wtho'i 1ht -1!6a pcm "'0" 1e A I Rol 4ur, T. inmSa ill, P 10% 1 Job 1! Truss Tf uss Type Qty Ply i A00382281WRGSC4FG9L10Goort )n i Job Reference (optional) At Poof rrosses, Fort Pierce, FL 34946, design((ifia 1 truss corn Run 8 120 s Nov 12 2017 Prior 8 120 %Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 09 2018 Par 'I 11) IholiliqqcR!)iflii/Zt,glloUytKGA-81XQefGez,8z,,,M)3QilegJNeAFIII/,iiiblp33'VF?qelzFv u 1,0-12 3-9-4 7-6-8 8-7-4 1-0-12 I 3-9-4 3-9-4 1-0-12 4x4 5 OW 12 A I ')X4 'k I 5x4 ' Zx4 21 1.5x4 1 0-15-8 3-9-4 6-11-0 7-6-8 6- 5-& 3-3-12 3-1-12 0-74 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in loc) Well Lid TCLL 20,0 Plate Grip DOL 1,25 TC 0,21 Vort(LL) 0,02 10 999 360 TCTI, 10,0 1-umber DOL 1,25 BC 0,24 Vert(CT) 0.04 10 999 240 BCH 00 Rep Stress Incr YES WB 0,08 Ilorz(CF) 000 9 n1a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix MR LUMBER - TOP CHORD 2x4 SP No 2 ROT CHORD 2x4 SP No-2 WE_BS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc; bracing. MiTok recommends that Stabilizers and eguired cross bracing be installed during truss ejection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 11 363/0-3-8 (min.0-1-8) 9 = 363/0-3-8 (min. 0-1 -8) Max Horz 11 10) Max Uplift 11 115(LC 8) 9 = 116(LC 9) Max Grav 1 363(LC 1) 9 363(L-C 1) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (Ib) or less except when shown - WEBS 3-11 =- 176/279, 5-9=-176/276 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10. Voft= 150rnph (3-second gust) Vasd= l l6mph; TCDL-z5.Opsf: BCDI-=5.Opst ' h = l5ft Cat, II; ExIa C. Encl , GCpi=0.18, MWFRS envelope) and G-C'. Exterior(?) zone, cantilever left and right exposed , end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 .60 plate grip DOL --1 60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurront with any other live loads, 4) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 39 lb FT - 10% 4 sip % m i'll 1+, ",A 1 1 1,-j tf' i t t W I 1S o,A A A' W r, I#A .P, X-16 A I k 01, ... lovAll P i 4pow""dirl, im-w ; Rufl,-, kwb,,11 1-hill, P Job Truss Truss Type 10ty 1 Ply A003822% WRCSG417G9 iCOMMON1 Job Reference (optional) At Noof trusses, ton P,arce, FL 34946, de%iqnC0a I truss corn Run 8 120 s Nov 12 2011 Print 8 120 s Nov 12 2011 MiTok Indusines, Inc Wed May 16 14 41 10 2018 Page I ID lhohl iqgcR5ifhi72Lg1loUyiKGA-cE4os?l-lI IkS5q 9ecFMBYvrIPoM6JsGCCtivkNAkzFvwt i 3-9-4 7-6-8 3- 9-4 3-9-4 4A 5, 00 12 1 5x4 11 2x4 ' I I . 5x4 1 1 2x4 11 4 5 r 10 8 2x4 I 5x4 j 7 2x4 i 5X4 I= I 5x4 1: 0- 51 39-4 6-11-0 7 6-F) 6- 5- 3-3-12 3-1-12 1 0-7-8 LOADING ( psf) SPACING- 2-0-0 CST. DEFL. in loc) Weft I -Id i PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 0,26 V(,(I(LL) 0,03 8 999 360 MT20 244/190 TCDt- 10,0 Lumber DOL 125 BC 0.21 Vert(CT) 0,04 8 999 240 BCLL 0.0 Rep Stress Incr YES WB 009 Iiorz(C-1 O.00 7 n/a n/a BCDL 10,0 Code FBC20171TV112014 Matrix MR Weight: 35 lb F-1 = 101% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilweis and required cross bracing be installed during truss erection, in accordance with Stabilizer, Installation guide. REACTIONS. ( lb/size) 9 290/0-3-8 (min.0-1-8) 7 290/0-3-8 (rnin.0-1-8) Max Horz 9 = 55(L-C 10) Max Uplift 9 66(LC 12) 7 = 68(1-C 13) Max Grav 9 290(LC 1) 7 = 290(t-C 1) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. WEBS 2 - 9=-185/301, 4-7-- 1851299 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult-150rnph (3-second gust) Vas& I 161oph, TCDL=5.Opsf, BCDL=5.0psf: lh= 15ft, Cat. 11, Exp G, Encl., GCpi=O. 18, MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical loft exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 M plate grip DOL== 1,60 3) This truss has been designed for a 1 (TO psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed fora live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 (all by 2-0-0 wide will fit betwoen the LOAD CASE(S) Standard 0 ih pkj "i t -W111 1", 4-1 "I"N 5 'JI i N. A of h — M I v F P. t N4 J xI I f',4x, 1, N q, A 11 "1 11 e 11 1 .1 %, P. 'I, , I "I A ,- I N lAlo 1 1, an, Rf 1, 1' W 1, -,i k 4", t M 1 " I,- disc no - Wi f 1, 401 800 i z i 44, 'J o 11,,I,;.4,,., s,f,,t"[?It fi WM6 A"th'"I 66fl6P1 P1 Job !Truss Truss Type !Oty Ply A00382101 WRCSG4FG9 GOIF flip Girder Job Reference (optional) At Roof Tnrssos, Fort Pierce FL 34946, desiqn(Pa I trus com Run 8 120 ,, Nov 12 201 / t"'ot 8 120 s Nov 12 2017 Mil-ek industries, Inc Wed May 16 14 41 11 2018 Page I ID aqpjYF3.irP8.BiIl 16PrSYazz2of-40(,,B3t,IvV[Dtib,,IDpo3itjS3FQriitnKebY4L-wzUxiAzFvVV-,, 1-0-12 6-11-4 10-4-4 13-9-4 20-8.8 i2l-9-411-0-121 6-11-4 3-5-0 3-5-0 6-11-4 1 0-12' 4x4 Dead Load Oefl, = 3f16 in 5, 00112 4x6 2 3x6 ii W2 Fit 3X4 ! X4 f, Wv 4\ 14WV11 3 15 1016 17 5X8 4x6 5X8 6- 11-4 13-9-4 20-8-8 6- 11-4 6-10-0 6-11-4 Plate Offset, (X,Y)-- [2:0-3-0,0-1-121, [6:0-3-0,0-1-12]. [9:0-4-0,0-1-12], [11:0-4-0,0-1-12] LOADING ( psf) i SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1,25 TCDL 10,0 Lumber DOT 1.25 FICILL 0,0 Rep Stress Incr NO BCDt- 10,0 Code F13C2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - FOP CHORD Structural wood sheathing directly applied, except end verticals. BOT 0-IORO Rigid ceiling directly applied or 9-1-10 oc bracing. MjTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 12 = 1691/0-7-4 (min. 0-2-0) 8 1691/0-7-4 (min. 0-2-0) Max Herz, 12 54(LC 7) Max Uplift 12 = 456(LC 8) 8 = 456(LC 9) Max Grav 12 1691(LC 1) 8 1691(ILC 1) FORCES. ( lb) Max. Comp,/Max, Ten, - All forces 250 (11b) or less except when shown. TOP CHORD 2- 3=-2661/684, 3-13=-2402/675, 4- 13=-24021675, 4-14=-2402/675, 5- 14z---24021675, 5-6=- 26611684. 2- 12=-1630/490, 6-8=-1630/480 BOTCHORD 11- 12=-152/265, 11-15=-636/2597, 10- 15- 63612597, 10-16--636/2597, 16- 17=-636/2597, 9-17=-636/2597. 8- 9=-138(265 WEBS 3- 11=-271583, 4-11 `-3751124, 4 -9=,- 375/124, 5-9-26/583, 2-1 1=-480/2146, 6-9---481/2146 NOTES- 1) Unbalanced roof live loads have been considered for this design, Csl. DEFT- in (10c) TC 0. 95 Vert([-[-) -0,11 9-11 BC 0, 66 Vert(CT) -016 9-11 WB 0, 82 Hor,,,,(CT) 0.03 8 Matnx-MS 2) Wind: A13CE 7 10, Vult= 1 50toph (3-second gosI)Vas& 116mph TGDL_=5,0psf; BCDL=5. Opsf; h=154; CaL II; E-,xp C, Encl., GCpi=O, 18; MWFRS (envelope), cantilever left and right exposed , end vertical left and right exposed; Lumber DOL----1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed fora live load of 20. 0psf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other nrietribers, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt-,=Ib) 12-456, 8-456. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 189 In tip at 6-11 -4, 124 lb down and 77 lb Lip at 9-0-0, 124 lb down and 77 lb up at 10-4-4, and 124 Ih down and 77 lb tip a t 11 -8-8, and 232 lb (town and 189 lb up at 13-9- 4 on top chord, and 344 lb (town and 140 lb tip at 6-11-4, 88 lb (,town M 9-0-0, 88 lb (town at 10-4- 4,and 88Ibdawn at 11-8-8,and 3441b down and 140 lb up at 13-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASF(S) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE( S) Standard 1) Dead t- Roof Live (balanced): 1-Urnber Increase- 1 . 25, Plate Increase -, 1.25 Uniform Loads (plf) Vert 1-2=- 60, 2-3----60, 3-5==-60, 5-6-60, 6-7=-60, 8-12---20 Concentrated Loads (lb) Vert: 3=- 1 85(B) 5=- 185(B) 11 ----344 (B) 4=-124(B) 9=-344(B) 13=,124(B) 14=-124(B) 15=-59(R) 16=-59(R) 17--59(B) 7 Udell L/ d PLATES GRIP 999 360 MT20 2441190 929 240 n/ a Fria Weight 115 lb FT = 10% W WWOK -1, 4 r I q, 4 '1,, rm'- M A,, "'r, 00" 1 p- -v,o V, ! W,,,,, " 1 A ri 0,-d !P r, V r 'o 1 ... . ........ 91 Pi I Job ITruss 1 Truss Type 1 oty Ply A00382311WRGSG4FG9G02FiHip Job Reference (optional) A I"Rool trusses, Fort Pierce, FL 34946, dcs.9n(§a I truss nor" Run 8,120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi I ek Industries, Inc.Wed May 16 14 41 11 2018 Page 1 ID aqpjYF 3x t i P8oBiI H6PrSYazz2of-4QeB3I_ IvVlDhbJDpo3iri S3FT7rn MFbgVLwZUxiAzFvWs 1-0-12 7-11-4 12-9-4 20-8-8 ?1 -9-4 1-0-0 7-11-4 4-10-0 7-11-4 1-0-1j 4x6 5,00112 10 4x6 Dead Load Dell. = 118 in 4 Sx6 SX6 6 2 6 W2 B1 W2 10 8 7 3x6 11 4x4 3x4 3X6 li 4x4 7-11-4 12-9-4 20-8-8 7-11-4 4-10-0 7-11-4 Plate Offsets (X,Y)-- [20-2-8,0-1-121, [50-2-8,0-1-121 LOADING (psf) SPACING- 20-0 CS1. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,73 V(,rt(L,L) 0.20 7-8 999 360 MT20 2441190 FCDL 10,0 Lumber DOL 1,25 BC 055 Vert(CT) 0.30 7-8 805 240 BCtJ_ 0,0 Rep Stress Incir YFS WB 028 Hor,,,(CT) 0.02 7 n/a n/a RCDL 100 Code 1-13C2017,TP12014 Matrix MS i Weight: 105 In FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 3) Provide adequate drainage to prevent water BOTCHORD2x4SPNo.2 ponding. WEBS2x4SPNo,3 *Except' 4) This truss has been designed for a 10.0 psf Wl: 2x4 SP No 2 BRACING - FOP CHORD Structural wood sheathing directly applied or 3-10-9 oc porlins, except end verticals, BOTCHORD Rigid ceiling directly applied or 8-8-14 or; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. Ibisize) 11 = 88910-7-4 (min, 0-1-8) 7 = 889/0-7-4 (min. 0-1-8) Max Horz 11 = 54(LC 11) Max Uplift 11 202(LC 8) 7 = 202(LC 9) Max Grav 11 = 889(LC 1) 7 889([-C 1) FORCES. ( lb) Max, Cornp./Max, Ten, - All forces 250 (1b) or less except when shown. TOP CHORD 2- 3=-1115/653, 3-4=-950/686, 4-5=- 111,5/653, 2-11=-8101647, 5-7=-8101647 BOT CHORD 10- 11 =- 331/368, 9-1 O=-4411950, 8-9=-441/950, 7-8=-2751368 WEBS 2-10=-1691732, 5- 8=-171/732 bottom chord live load nonconcurront with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10,Opsf, 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 In Uplift at joint( s) except (jt=lb) 11 =202, 7=202. LOAD CASE(S) Standard NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7- 10' Vult=150mph (3-second gust) Vasd=116mph; I-CDI-= 5.Opsf; BCDL=5.0psif ' fi=15ftl CaL It, Exp C; Fricl., GCpi=0.18, MWFRS envelope) and C-C Exterior(2) zone cantilever tell 1f t'W, tt' q.''iN W.1411 Rf 1: M M '0--AN 4 0-' ym m "o V ki, 11- 7 1 0`i Z _P 3, r il- I"i i" I'l ,, 1, 1 , .' Olij kv, 4" 0 4.ln I rUA It,I lni kmi 1, 1"mlo IllP , kq'oii-sm 1-i hoilti,."lin Ai K.1jn,"Whii,I P i'PiulirK Z!\ 8 , 11083 4,15 1t ics- NA, it "41,46 Job TrUSS Truss Type 10tyPI A0038232 WRCSG4FG9 C,03v illipGirder 2 Job Reference (optional) Al Roof Trusses, Foul Pierce, FL 34946, design(,)a I truss corn Run 8 120 s Nov 12 2017 Pont 8 120 s'Nov 12 2017 MiTek Industries, Inc Wed May 16 14 41 12 20111 fla(je 1 IDagpiYE3xuP8oBilti6PrSYazz2of-YcCZGiilXG3MYI)Tri?MnDO?G(,)iDAcriK?kV90DUF(izFvWr 3- 5-0 6-6-9 9-8-1 1141 14-1-15 17-3-8 2048 3- 5-0 3-1-8 3-1-8 14-6 3-1-8 3-1-8 3-5-0 Dead Load Croll, = 1116 in iCis YvS TW2 Y vo 18 16 19 15 20 21 22 12 23 24 25 26 14131711109 7x6 6x6 6x6 3x4 3x4 4x6 6X6 5X6 3X8 3.. 5-0 6-6-9 9-8-1 11-0-7 1 14-1-15 17-3-8 20-8-8 3- 5-0 3-1-8 3-1-8 1-4-6 3-1-8 3-1 8 3-5-0 Plate Offsets(X,Y)-- [11:0-3-0,0-4 8],[15:0-3-0,0-3-12],116:0-2-0,0-4-01 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udell L/d FCLL 20.0 Plate Grip DOE 1,25 TC 0.39 V(,,rt(L[,) 0,09 14-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0,92 Vert(CT) 0.18 14-15 999 240 BCLL 0,0 Rep Stress Incr NO WEI 0,79 Horz(CT) 0.04 9 n/a Fria BCOL 100 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No, 2 BOT CHORD 2x6 SP 240OF 2.0F *Except* B2: 2x6 SP No,2 WEBS 2x4 SP No,3 *Except* W1: 2x6 SP No,2, W2: 2x4 SP No,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-10 OC pUrlins, except end verticals - ROT CHORD Rigi d coiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/ size) 17 = 6757/ 0-7-4 (min. 0-2-13) 9 4439/ 0-7-4 (min. 0-2-10) Max Horz 17 57( LC 1:1) Max Uplift 17 1621( LC 8) 9 = 1 108(LC 9) Max G rav 17 = 6757( 1-C 1) 9 4439( LC 1) FORCES. (lb) Max. Comp./ Max. Ton. - All forces 250 (lb) or less except when shown, TOP CHORD 1-2=- 8137/1953, 2-3,7-785011946, 3-4=- 619711569, 4-5=-5744/1475, 5-6=- 619311566, 6-7=-7168/1805, 7 -8= - 6235/1569, 1-1 7=-548511336, 8-9=- 4313/1104 BOTCHORD 17- 18=- 257/807, 16-18-257/807, 16-19=- 182817456, 15-19= -1828/7456, 15-20= -1771/ 7230, 20-21-1771/7230, 14-21 =- 177117230, 13- 14=- 1364/5 744, 13-22=-1576/ 6594, 12-22=- 1576/6594, 12-23=-157616594, 111-23=-1576/6594, 11-24=-1412/ 5706, 24 25=-1412/5706, 10-25=-14112/ 5706, 10-26= 841326, 9-26-84/ 326 WEBS 2-16=- 185/ 280, 2-15=-324/85, 3-15-=-50512204, 3-14----2389/637, 4-14=-577/2276, 5-13=- 559/2227, 6-13=-1426/435 6-11-- 30r,/1247 NOTES- 1) 2-ply truss to be connected together with I Od 0, 131 "xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows, staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front ( F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCF 7-10; Vult= 150rnph (3-second gust) Vasd=116rnph TCDL-5,0psf; BCDI_=5,0pst; h= 1 4t; Cat, if, Exp C, EncL, GCpi=FF 18; MWFRS (envelope); cantilever left and fight exposed , end vertical left exposed, Lumber DOL= 1,60 plate grip DOL= 1,60 5) Provide adequate drainage to prevent water ponding, 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcurront with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rect angle 3-6-0 tall by 2-0-0 wide will fit bctwf,,en the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except ( it -lb) 17= 1621, 97= 1108, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1565 lb down and 381 in up at 1-4-8, 1561 In down and 366 lb tip at 3-4-8. 1565 in down and 350 lb Lip at 5-4-8, -8, 781 lb (town and 244lb kip at 7-4- 8, 787 lb (town and 231 lb tip at 9-4-8, 799 in (town and 205 lh up at 11-4-8, 799 lb down and 190 in tip at 13-4 8, 1457 lb down and 386 lb up at 15- 4-8, and 171 Ib down and 87 11) rip at 16-4-8, and 91 lb down and 25 lb tip at 18-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of PLATES GRIP MT20 244/190 Weight 296 lb FT == 10% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncroasu-1.25, Plate lncrease=1. 25 Uniform Loads (pit) Vert: 1-4=- 60, 4-5=- 60, 5-8-60, 9-17=-20 Concentrated Loads (lb) Vert: 16--1561( F) 18=-1565( F) 19,--1565(F) 20=-78 1 (F) 2 1- 787(F) 22--799fl 23=-799fl 2,L-1457(F) 25=- 171( F) 26--91fl vq ttatn li-r4 ...... 1, '4 1 UW ri"«Jt, Nol i UWMI:Il ; BIgkV* tle A -4 0, 3,1 i" Mr 41", i t.11 1 1, t'll-, lov . v !N w P "I If w';t 1P " v 44 -Ol 4,w rl il "t i-Aill ill t f t 10 3 3 t" I 1 rxl- . 1 ",tv" '! 'it, il-0. :1111' 1v111,,o " 7`1 '116 WA 0-i,4 1, -. .4"', i W. t -', l 1" A 04o (A It s444h W!,of, k" Wil 9f ... 1"' kiii P( Job Truss 1 Truss Type j Qty 1 ply I i I i I A0038233 WRCSG4F-G9 HJ3 Diagonal Ii.p Girder 2 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, des(gri(ot altiuss com Run: 8 120 s Nov 12 2017 Prin( 8 120 s Nov 12 2017 Mi I A Industries, Inc Wed May 16 14 41 13 2018 Page I ID: agpjYE3xtjP8oBilH6PrSYazz2of-Opr-nxU 1 J91 NUPrcMBwUkFXULsWa353eOeNtzl n3zFvwq 1- 5-0 2-0-6 4-2-3 1- 5-0 2-0-6 2-1-13 LOADING ( psf) TCLL 20.0 TCDL 10,0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1,25 Lumber DOL 1,25 Rep Stress Incr NO Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No,2 Bor CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOTCHORD Rigid ceilinq c, bracing. directlyappliedor10-0-0 o MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 4 35/Mechanical 5 = 73/Mechanical 6 525/0-4-15 (min. 0-1-8) Max Horz 6 = 79(LC 4) Max Uplift 4 35(LC 1 5 73(LC 1 6 382(LC 4) Max Grav 4 33(L-C 4) 5 51 (LC 4) 6 = 525(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 6--300/206 NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf ' BCDL=5.Opsf ' h=15ft, Cat. 11; Exp C, Encl., GCpi=0.18, MWFRS envelope): cantilever left and right exposed end vertical left exposed,porch left exposed; LLIVnber DOL= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (it between the 6 1,5x4 !I 1- 9-14 4-2-3 19- 14 2-4-4 CSI. DEFL. in too) Ildefl L./d TC 0.48 j Vert(LL) 0,01 5-6 999 360 BC 0.46 Vert(CT) 0.01 5-6 999 240 I vvt5 0.06 i Horz(CT) 0,04 4 n/a n/a Matrix MP 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (it:=Ib) 6=382. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 70 lh down and 16 lb up at 1 .4-9 on top chord, and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the I CAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 5-7-20 Concentrated Loads (lb) Vert: 1 1 =-3(B) i PLATES GRIP MT20 2441190 Weight: 16 1b FT = 10% W". M ir—, '10 ii.t11:P1-I1W ,,iq 00t0J, —im,v T, !"IE I% 0 t' m " F", I, !Nl 14 "1 pl pw. ' 1'4 A( ',1—'0 ogs 1F 101, t1p, 11 !W 'V 1"Z"I 4I 1 ,1 ,451 M. t o, bivO e2e. etrhrO Fr. an 'p'! iw ' —t"j ii A "'!" -i"4 It "', '1- dW4'j . .... .. zi; " :1 ,.j fo, 1 0! t "I i 1 A-4 6 at tugirl 0 '194 A I l"'I lrcssrs A o4('4 I I mbo!IL F 1, R"p"cow 0 Th, 1-mw '1p' f— " poha"I'd 1he •ow pt-',01 Iml A I Rol trusties kai5on91.kmbnRI F 1 1 Job iTruss i WRCSG41`(39 f lJ5F At Roof Trusses, Fort Pierce, Fl_ 34946, design@a irus5 type City Ply Diagonal Hip Girder I 1jot o,n Run 8 120 s Nov 12 2017 Print: 8 120 s Nov ID*t1uriiFRPzOXi)ktjw.19P5W9F9Tv,P1 A0038234 16 14 41:14 2018 Pagge I 1-5-0 1 7-0-2 1-5-0 7-0-2 30 1 7-0-2 7-0-2 LOADING (pst) SPACING- 2-0-0 I CS1, DEFL. in (Ioc) Weft L/d TCLL 20.0 Plate Grip DOL 1,25 I-C 0,74 Vert(LL) 0.13 4-5 614 360 TCDL 10,0 Lumber DOL 1,25 BC O.56 Vort(Cf) 0.20 4-5 399 240 BOLL 0,0 Rep Stress Incr NO WB 0,00 i Horz(CT) 0.10 5 o/a n/a BCDL 10,0 Code FBC2017/TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 5 317/0-10-15 (min.0-1-8) 3 174/Mochanical 4 = 75/Mechanical Max Harz 3 103(LC 5) Max Uplift 5 = 287(LC 4) 3 99(LC 8) 4 = 7(LC 8) Max Grav 5 317(LC 1) 3 = 174(LC 1) 4 = 124(LC 3) FORCES, ( ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-254/276 NOTES- 1) Wind: ASCE 7-10; Vu1t=150r-nph (3-second gust) Vasd= 1 16rnph; TCDL=5,0psf; BCDL=5,Opsf; h= 1511; Cat. 11; Exp C Fncl,, GCpi=O, 18; MWFRS envelope), cantilever left and right exposed ; end vertical left exposed: Lumber DOL= 1.60 plate grip DOL= 1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20, Opsf on the bottom chord in all area-, where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5-287, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 77 lb down and 111 lb up at 1-4-9, 77 lb down and 111 lb up at 1-4 -9, and 38 Ib down and 55 lb Lip at 4-2-8, and 38 lb down and 55 lb up at 4- 2-8 on top chord, and 11 Ib down and 27 lb up at 1-4-9, 11 lb down and 27 lb Lip at 1-4-9, and 12 lb down and 16 lb up at 4-2-8, and 12 lb down and 16 lb up at 4-2-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others, 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B). LOAD CASE(S) Standard 1) Dead f Roof Live (balanced): Lumber Increase- 1,25, Plate Increaso=1,25 Uniform Loads (plf) Vert: 1-2-60, 2-3= -60, 4-5=-20 Concentrated Loads (lb) Vert: 6=73(F=37, B=37) 9=2(F=-1, B=-l) Dead load Dell. = 1/8 in PLATES GRIP MT20 2441190 Weight 25 lb FT = 10% C, " Al"I'l)i ',k Wi- io 1,o,,e t k0, t,' 0 VI i,6 1 1, 'g,, j ,, NI 14 ., !Ili - it 1, 1 , S, i,'A "'i 10130111 'If 41, 1,1 "t I ,I I W I N I q :1, "1'1 VA, j, J.,Mtl Ii k, tlzijl j f l r"i, W 1 10.a r1 1 I'd vl I d-o 11 4p 0111 r lltf, I II 1 1, fl, I,, " , + 1s1 .,1.oq m , fA,+M 11 15 Wvd, Zt qoh,tod w, I i Job Truss Truss Type A0038235i WRCSG4FG9 I IJ6F Diagonal flip Girder 2 QLY Ply Job Reference (optional) Al.l2oof Trusses, Fort Pierce, FL 34946, design@a I truss corn RunNov 12 2017 Pnnt 8,120 s Nov 1017 MiTek Industries, Inc Wed May 16 14 41 15 2018 Page I ID:UurTiEBPzQXokuwJ2P.5W'?E2TyuPI Ii- 2 2yBuhvi[-PZ_ k74wWalvnkcvODbNrnCXVkxi,BS8rxzFvWo 1-5-0 4-1-10 8-5-1 iI1 1 1 1 i11-5-0 4- - 0 4-3-8 LOADING (pso TCLL 20.0 TCDL 117LO BCLL 0,0 BCDIL 10.0 1 5x4 Ii 4-1-10 4-1-10 SPACING- 2-0-0 CS1. Plate Grip DOL 1,25 TC OA5 Lumber DOL 1.25 BC 0.42 Rep Stress Incir NO WB 0,20 Code FBC201711P12014 Matrix MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, except end vorticals- BOTCHORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8 427/0-10-15 (min.0-1-8) 4 = 159/Mechanical 5 = 277/Mechanical Max Herz 8 = 117(LC 5) Max Uplift a 231(LC 4) 4 = 97(LC 4) 5 = 90(LC 8) Max Grav 8 = 427(LC 1) 4 159(LC 1) 5 = 277(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (1h) or less except when shown, TOP Ct-IORD 2-8=-402/228, 2 -9=-4361157, 3-9=-3851159 BOT CHORD 7-12=-223/396, 6-12=-223/396 WEBS 2-7=-1120/4111 . 3-6=-4561256 NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second gust) Vasd= I 16mph; TCDL=5.Opsf ' BCDL_=5,0psf h= 15ft; Cat. 11, Exp C, Encl., GCpi=0.118; MWFRS envelope); cantilever left and right exposed end vertical left exposed; Lumber DO[-= 1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pIJ 8-5-1 4-3-8 DEFL. in (loc) Well L/d Vert(ILL) -0.02 6-7 >999 360 Vert(CT) -0,05 6-7 >999 240 Horz(CT) -0.00 5 n/a n/a 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girdoi(s) for truss to truss connections. 5) Provide mechanical connection (by others) of It"'s to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (t=lb) 8=23 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 Ih down and 15 lb Lip at 1-3-7, 78 lb down and 111 lb Lip at 1-3-8, 42 lb down and 60 lb LIP at 4-1-7, 38 lb down and 55 lb tip at 4-1-7, and 57 lb down and 66 lb up at 6-11-6, and 68 lb down and 102 lb LIP at 6-11-6 on top chord, and 3 b down and 0 lb up at 1-3-7, 11 lb down and 27 b up at 1-3-8, 14 lb down and 15 lb up at 4-1-7, 12 lb down and 16 lb up at 4-1-7, and 35 lb down at 6 -11-6, and 33 lb down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back Z LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increas(-1.25 Uniform Leads (pit) Vert: 1-2=-60, 2-4-60, 5-8=-20 Concentrated Loads (1b) Vert: 7=-5(F=-4, B=-1) 9=37(B) 10=-90(F--49, B=41) 11 =O(F) 12=-53(F=-29, B=-24) 3x4 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 10% P!,91 1 1 eft .I I I III LII0 r11 "I't; I 11 l, ", k .0; fl, 115 1) ,4 'l, IIIJ It 1 4,4 l 00W. tll 11, 1 l " "T Ii, t * r; 4,L, L- W m ,I V"04f, I, Ze VIVA,, ;'If 1 f 011 h 1-1111 Ii :1 nt N; ', "k-'O I I- !F 10 tt -- I e ',I I I, It" lloxI,( Ile I, :14W i"I'A A , 101111, 0 yir 1 , "', I "'; i ,. 1',J; , 1, 1 ,, P'l I .nt:ys,e.a£ Id i", if! , j ,i ., Y M A * ` 1i 1 oo ?4 4 ZtEngnig4t ID 'nIdAItu( It nw A Ilhof I I olitio !I L 1, Rep' ite;,aw Oifiit I—i I— ,ow, pr,-mI !o. A I Ral Whoi I I I P i Job !Truss ITiruss Type Oty Ply A0038236 WRCS(_14VG9 !I U IF Diagonal Hip Girder 3 Roof TrUsSeS. Fort Pierre, FL 34946, design(( I I Job Reference (optional) A I a I tRiss Corn Run 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek industries, Inc Wed May 16 lDagpjYE3XLIP8OBil[16PrSYazz2of-yButiviLPZ k74wWalvnkcvQC NlaXUyxrBS8rxzCvVjo 1-6-0 4-10-8 9-9-0 1-6-0 4-10-8 4-10-8 I .5x4 !I 4x4 LOADING (psf) SPACING- 2-0-0 TCLL 20,0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0,0 Rep Stress Incr NO BCDL 10,0 ji Code FBC2017[TP12014 LUMBER - TOP CHORD 2x4 SP Nci.2 BOT(IORD 2x4SPNo,2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid coiling directly applied or 6-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 463/0-9-14 (min, 0-1-8) 4 146/Mechanical 5 = 313/Mechanical Max Horz 8 = 132(C 4) Max Uplift 8 = 309(LC 4) 4 1 OO(LC 4) 5 = 125(LC 8) Max Grav 8 463(LC 1 4 146(LC 1 5 = 313(LC 1 FORCES. (lb) Max. Comp,/Max. Teri, - All forces 250 (lb) or less except when shown, TOP CHORD 2-8=-430/281, 2-9=-541/227, 9-1 0=-494/222, 3-1 0=-489121 0 BOTCHORO 7-14=-298/502, 6-114=-298/502 WEBS 2-7=- 143/530, 3-6=571/339 4-10-8 9-9-0 4-10-8 4-10-8 CS1. DEFL. in loc) I/defl VC 0.49 Vort(LL) 0.03 6-7 >999 BC 0.46 Vert(CT) 0,08 6-7 >999 WB 0,31 Horz(CT) O.nO 5 n1a Matrix MS 3) 1 This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to ti-LISS connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot--lb) 8=309, 5=1 25. 6) Hanger(s) or other connection device(s) shall be provided sufficient to Support concentrated load(s) 78 lb (town and 111 in up at 1-3-7, 78 lb down and 111 lb Lip at 1-3-7, 38 lb down and 55 to it[) at 4-1-7, 38 lb down and 55 In Lip at 4-1-7, and 68 lb down and 102 In up at 6-11-6, and 68 lb down and 102 lb tip at 6-11-6 on top chord, 11andI b (town and 27 In Up at 1-3-7, 11 In (]own and 27 b tip at 1-3-7, 12 Ih down and 16 lb tip at 4-1-7, 12 In down and 16 In kip at 4 -1-7, and 33 lb down at 6-11-6, and 33 lb down If 6-11 -6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 7 ) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B), LOAD CASE(S) Standard 1) Dead f Roof Live (balanced): Lumber Increaso-11,25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4= 60, 5-8=-20 Concentrated Loads (lb) Vert: 9-73(1`=37, 8-37) I 1=-82(F=-4 1, 8=-41) 13=-2(F=-1, B=-1) 14=49(F=-24, 8=-24) L/d PLATES GRIP 360 MT20 244/190 240 n/a Weight: 51 In FT = 10% NOTES- 1) Wind: ASCE 7-10, Vtjlt=150mph (3-second gust) Vascl=1 16rnph TCDI-=5.Opsf'BCDL--',S.Opsf; lh=1511; Cat. 11; Exp C: Encl_ GCpi--O,18: MWFRS envelope); cantilever left and right exposed ; end vertical left exposed, Lumber DOL=1 .60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf W"IOVA-* Unn t() lil I 14 1 i,,d Aw,," 1, lw,ba !11 P L Y,P,efmlu Id! th, 6lb"em a o', !m; I, P'A 6: I'd .$-,d th, -11e, Li,,aI A 1 L.1 heh,o, i Nlb III F. L Job !Truss jr-uss Type QtY 1 Ply WRCSG4FG9 HJ7FP Diagonal Hip Girder i !Job Reference (optional) AlRoof Trussos, Fort Pierce, IF 1, 34946, desiqn(a01 truss com Rung-8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 Mi I ek Industfie ID iqpiYF3XLIP8oBilt-i6PuSYi.izz2of-QOS462LlKlszi4 1-6-0 4-10-8 9-9-0 i 1-6-0 4-10-8 4-10-8 4 3 54 112 1 3x4 3 1 A003823/i O 18 Paoe I 4-10-8 9-9-0 4-10-8 4-10-8 LOADING (pst) SPACING- 2-0-0 CSL DF-FL. in loc) Ildeft L/d PLATES GRIP I CLL 20,0 Plate Grip DOL 1.25 TC 0.39 V(-rt(LL-) 0,08 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,46 I Vert(CT) 0.08 6-7 >999 240 BOLL 0.0 i Rep Stress Incr NO WB 0,30 i Horz(CT) 0.01 5 n/a n/a BCDI- 10.0 Godo, FBC20171TPI2014 Matrix -MS Weight: 51 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No,2 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 6-0 0 oc bracing. MiTok recommends that Stabilizers and regUired cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) a 48410-9-14 (min. 0-1-8) 4 13 I/Mechanical 5 = 303/Mechanical Max Florz 8 132(LC 4) Max Uplift 8 400(LG 4) 4 87(LC 4) 5 288(L,C 4) Max Grav 8 484(t-C 1 4 131(LC I 5 303(LC 1 FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-8=-450/356, 2-9=-530/379, 9-10--473/376, 3-10=-4681374 BOT CHORD 7-14=-451/482, 6-14--4511482 WEBS 2-7=-306/487, 3-6=-548/513 NOTES- 1) Wind: ASCE 7-10; Vtjlt---- I 50mph (3-second gust) Vasd-1 16rnph, I-CDI-,-5.0psf; BCDI,-=5.Opsf; h=l 5ft, Cat, 11; Exp C: Encl., GGpi=0. 18, MWFRS envelope): cantilever left and right exposed ; end vertical left exposed; porch left exposed, Lumber DOL=l .60 plate grip DO[z 1,60 2) This truss has been designed for a 10.0 psf 3) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to boarinq plate capable of withstanding 100 lb uplift at jorrifts) 4 except (t=lb) 8=400, 5---288. 6) Hanger(s) or other connection device(s) shall be provided sufficient to Support concentrated load(s) 78 lb down and 111 Ib up at 1-3-7, 38 lb down and 55 lb tip at 4-1-7, and 38 In down and 55 lb up at 4-1-6, and 68 lb (town and 102 In up at 6-11-5 on top chord, and 49 lb down and 27 In LIP at 1-3-7, 49 lb down and 27 lb up at 1-3-7, 16 In down and 53 lb up at 4-1-7, 16 lb down and 53 lb up at 4-1-6, and 37 lb down and 82 In kip at 6-11-6, and 37 lb down and 82 lb LIP at 6-11-5 on bottom chord. I'l-lodesign/selection ol'such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase- 1,25, Plate Increas(-1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-8=-20 Concentrated Leads (lb) Vert: 9-37(B) 11=-41(B) 13=-2(F-1, 13-1) 14=- 49(F=-24, B=-24) W" v" tare i-"q. i Ur Rt,:S'S.Nk'.,QO" FAO &i' iti!lM INA :Wklf.,MLNI'i- S0" Wp F-0-4'0 I II ol""',I'v e N(w rPoz "IN,, 1, 1:kj 41 Iitkll' M" -'w 'kd It1. .:Ya '04 40- 0' t 'i W 0 il 0 r 11 "t "I", i I s -ca " 4, tr *1 14m It H -rAA 'i. 0'!' 1-' 1,, -V 011 o a v, i I0 tk, U, Ili I,, rllM p'441F, 0 1,' 'W"W' lq A iqt -01- It* M- "r- R i III" t, I,, M!"', 1"-i" '1451M, il"t w' t1';'---I'i',k p' 3ilhl Cl 20 16 A 1601 5" kwiot'f 1 154, 111 P f, ki,pmml"" 'f 'k, u if .1 "'11 is P, 'A'W'd tkh "'o tht c111ten 9" M' Sw fi o'q A i Rol I ill P.I. Job ;Truss Truss Type :Qty Ply A00382381 WRGSG4FG9 ,13 Jack Opcs, 2 it Job Reference (optional) Al Roof rrusses, Fort P erco, FL 34946, desiqn((Pal truss cram Run 8 120 s Nov 12 2017 Print 8 120 s'Nov 12 2017 MiTek Industnes, Inc Wed May 16 14 41 17 2018 f1ti I10UuniEBPZQXokuwJ2PI)W'F2TyuPIti-vaOSKOMg,')b, qKF,ly9KpGIKVdFBV2?SKFIVxFw(liFvg 1-0-0 3-0-0 1-0-0 3-0-0 2x4 3_0 -0 3-0-0 LOADING (psf) SPACING- 2-0-0 Csl. DEFL. in (loc) TCLL 20,0 Plate Grip DOT, 1,25 TC O14 Vert([_!_.) 001 4-7 TCDT, 10,0 Lumber DOL 1.25 BC 0 14 Vort(CT) -0.01 4 7 BOLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) -0,00 3 BCDL 10,0 Code FBC2017(T-PI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural tructuralwood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing he installed during trus-, erection, in accordance with Stabilizer Installation guide, REACTIONS, ( Ib/size) 3 = 71/Moct-u.-inical2 188/0-8-0 (min,0-1-8) 4 37/MPchanical Max Horz 2 67(LC 12) Max Uplift 3 12) 2 =- 103(LC 8) 4 - 3 1 (LC 9) Max Grav 3 = 71 (LC I 2 = 188(LC I 4 52(LC 3) FORCES, ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: A,13,C[- 7 10, Vkjlt---,150mph (3-second gust) Vasd= 1 16mph, I CDL=5,0f)sf; BCDI_=5,0psf1 h_l 5ft, Cat. 11, Exp C, Encl_ GCpFz0.181 MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left exposed: porch left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOLzI.60 plate grip DOL= 1 .60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcorrent with any other live loads, 3) * This truss has been designed fora live load of 20, 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I/ defl L/d PLATES GRIP 999 360 MT20 244/190 999 240 n/ a n/a Weight 11 lb FT = 10% F,*., Owl, 'j,", J r, W, "A "If 0 141,q r, -1, W "Wlrll 01 '11, C 11 f. fi, Ir cl ti 'r "i"', fari H 1— 11 1 s e I" 0, Jbka Truss Truss Type ]Qty Plyii A0038239 WRGSG41 G9 j5F Jack -Open 15 Job Reference (optional) Al" Pool Twsses. Fort Pierce, FL 34946, design(q)altivss com Run 11nni, 8.120 s Nov 12 2017 MiTek lndustncs, Inc Wed May 16 14 41 17 2018 P I ID:IliohHqgcR5jfhi-[Zt,gl foUyiKGA-vaOSKOMg5b__qKEgy9KpCiKVZ,JBUQ?SKEIVxFwqzFVIVII 1-0-12 4-11-4 1-0-12 4-11-4 4-11 4 4- 11 -4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/den I -Id PLATES GRIP TCI-t- 20,0 Plate Grip DOL 1.25 rC OA3 Vert(I-L) 0,02 4-5 999 360 MT20 244/190 JGDL 10.0 Lumber 001- 1.25 BC 0,25 Vert(CT) 0,05 4-5 999 240 6CLI- 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0 05 5 n/a n1a BCDL 10,0 Code FBC2017/TP12014 Matrix -MR Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4SPNo.2 BOrCHORD 2x4SPNo.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11 -4 oc purfins, except end verticals BOT CHORD Rigid coding directly applied of 10-0. 0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 271/0-7-4 (min. 0-1-8) 3 = 1271Mechanical 4 = 53/Mechanical Max Harz 3 106(-C 9) Max Uplift 5 108(LC 12) 3 = 46(-G 12) Max Grav 5 271(-C 1) 3 127(L-C 1) 4 = 90(LC 3) FORCES. (lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-246/412 NOTES- 1) Wind: ASCE 7-10; Vult= 1 50mph (3 second gust) Vasd,- 1 16mph. TCDL=5.0psf, BCDL--5,0psf; h= 15111 Cat, ll; Exp C; Encl,, GCpi-0,18; MWFRS envelop(,) and C-0 Exterior(2) zone, cantilever left and right exposed , end vertical left exposed,C-C for members and forces & MWF RS for reactions shown; Lumber DOL=1.60 plate grip DOL.- 1 .60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads, 3) * This truss has been designed fora live load of 20,Opsf on the bottom chord in )It areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift a(joint(s) 3 except (jt=lb) 5-108. LOAD CASE(S) Standard S—j I'm, ,, N % iW,U "L'A" I 1A, k 0, 1, r 4=P;,O- I— , 1, rA -4 ,, ,N+. r F -j In',. 44- 1 10-- k l' o Wv— 4" Nt's 41,;-, IoW w 1k lZRI od t' q,,.- .'o IlDry i n-04, N .111M, k, """. IN 3 a 1, "'v 1 11 Ne,, 1 11, t"'C, ""r, 1, Iq , r 'o i 4, 4, A 40 0 0,0 W q 'j" t1li.14 its r A, I t, lN 0,1, :1 "t ik, ', ("', "", , 0.( k A, qw. '14 i 0 11, hr- , I"! A , 4 .uOq 0 # 'A ;4 o", 1, ;, 01 A !K I 'o,( Dor,e, H 14H46 Job Truss Truss Typo WRGS(;4FG9 jJ6F Jack -Open Al poor masses, Fort Pierce, FL 34946. desiqn(§ ,a 1 toiss cam 1-0-12 1-0-12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12] LOADING(psf) SPACING- 2-0-0 TC11 20,0 Plate Grip DOL 1.25 TCDI_ 10,0 Lumber DOL 1,25 BCLL 0,0 Rep Stress Incr YES BCDL 10,0 Code FBC2017ITP12014 LUMBER - TOP CF-IORD 2x4 SP No,2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 00 PUrfins, except end vertiu-ils, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends thatStabilwers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4x6 i Qty Ply A0038240 i5 Job Reference (optional) Ruti 8 120 s Nov 1 2017 Pm;r 8 120 S'Nov 12 2017 MiTek 'WJLJSU110s. Inc Wed May 16 14 41 IS 2018 Page ID UuiiiEBPzQXokuwJ2P!)W?E2TyuPlit-NrriZqXkNIsv(ilixOF91 IKREX2h6boekvaNX9goSGzFvWI 5-11-4 CS1. DEFL. in loc) I/defI LAI VC O62 Vert(LI.) 005 4-5 999 360 BC O38 Vert(C-F) 0.11 4-5 606 240 WB 0, 00 Horz,(ur) 0.08 5 n/a n/a Matrix -MR 5= 309/ 0-7-4 (ruiw0-1-8) 3 155/ Mechanical 4 66/ Mechanical Max Horz 3 = 11 9(LC 9) Max Uplift 5 123( LC 12) 3 56( L,C 12) Max Grav 5 309( L.0 1) 3 155( t-C 1) 4 109( L-C 3) FORCES. (1h) Max, Comp./ Max, Ton, All forces 250 (lb) or less except when shown. TOP CHORD 2-5=- 273/456. 2-3 --1561265 NOTES- 1) Wind: AS(,, E 7-10; Vult=150mph (3-second gust) Vascl=1 16niph, TCDL=5.0psf, BCDL=5.0psfl h=15ftl Gat. 11. Exp C, Encl., GCpi-0, 18, MWFRS envelope) and C- C Exterior(2) zone; cantilever left and right exposed I end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOI_= 1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5-1 23. LOAD CASE(S) Standard Dead Load DO, = It 16 in PLATES GRIP M T?O 244/190 Weight: 22 lb FT = 10% I-n 1-,- t,%;ij, iU 'i Wt f 2A I', if 'e" Ay A""N D-4 110 "10.1 1q, il,i -:ii-- t A'XM t Pi WV11t, pvz, 11, Op"ght 0 ? Ht 4 f(' d kv,,in A014,,ql T".Wll 1, L R,p4 A--4 oestw 01M,o ,y!1- "J"Ab'I'd oflhl .11te"om,," A I F'O 1-wii Wh— 14-1, V P Job iTruss Truss Type Qty Ply A00382411 WRCSG4FG9 iJ7F Jack -Open 1 7 JlJob Reference (optional) At Roof Inisses, Fort Ptecco, FL 34940, dosiqn@altnisswin Pat, 8.120 s Nov 12 2017 Pnnt 8 120 s Nov 12 2017 MiTek Industries. Inc Wed May 16 14 41 19 2018 Page I ID aqpiYF3xuP8oBilli6PrSYazz2of-rz7Ck4OwcDEY7XqLGirgniapG?5PTMqXrripQM _jzFvWk 1-0-12 6-11 4 1-0-12 6-11-4 5 OW 12 6-1 1-4 6-11-4 Plate Offsets (X,Y)-- 2:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0_0 CS1. DEFL TCLL 200 Plate Grip DOL 1.25 TC O83 Vert(l_t) TCDL 10.0 Lumber DOL 1,25 BC 0,53 Vert(CT) BCL1 0.0 Rep Stress Incr YES WB 0,00 Horz(CI-) 3C0I_ 10,0 Code FBC-2017,frPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied of, 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc: bracing. MrTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 5 348/0-7-4 (mm,0-1-8) 3 1841Mechanical 4 = 79/Mechanical Max Harz 3 133(LC 9) Max Uplift 5 = 138(LC 12) 3 = 66(LC 12) Max Grav 5 348([-C 1) 3 184(LC 1) 4 128(LC 3) FORCES. ( lb) Max. Comp,/Max. Ton. - All force-, 250 (lb) or less except when shown. TOP CHORD 2- 5=-295/490, 2-3=-163/280 NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vas& l l6rnph; TCDL.=5.Opsf; BCDL=5.0psf; h=15111 Cat. 11 ' Exp 0, Encl., GGpi=O. 1 8, MWFRS envelope) and C-C Exterior(2) zone, cantilever loft and right exposed I end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; t -urnher DOL-1 .60 plate grip OOL=1,60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed fora live load of 20. Opsf on the bottom chord in all areas where a 3 4 in 10c) Well L(d 0, 10 4-5 797 360 022 4-5 373 240 012 5 u/3 n/a 5) Provide mechanical connection (by others) of truss, to hearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 5= 138, LOAD CASE(S) Standard tandardDead Load Defl, = 1,18 in PLATES GRIP M r20 244/190 Weight: 25 lb FT 10% 1-' 14, ", lk V11-5's 'SL X{ f'Nll" 149 O'W, V! %t "I' A' W, "A .+,q 'A 'A N' peq 'N; ol N i '- , 1 i 01i", 4", hk, tN' -1 '10.i ;,R' t t } t a 1n 4¢ r I wAOT"'fl, 4M t"4, 4,,, 11V A 14 K A, K 1. 1a1 *114, d "'A' "4 t,kft t!" 4" 3 W 'k, " I,( p.'! 0 4, 1 ` stlC10i Ad 0,' 040 y4 "'Zq k",-1 1x' .4A, 11! 4 f&,,4 I I L s4946 P'04 I bdllvw i hmht it[ F i, mwl' m oO- I Who,, F. io,bli P t' Job Truss Truss Type Qty Ply A00382422 WRCSC4f`G9 JIFP Jack Open 12 i Job Reference (optional) Al Root Tnisses, Fort Pierce, f L 34946, desiqn(q)a I iniss, coin Ron 8,120 s Nov 42 2017 Print 8 120 s Nov 12 2017 Mil ek Indstries. Inc Wed May 16 14 41 20 2018 Page 1 ID:agpiYE3xuP8oBil[16PrSYazz2of-J9ttayQOYNWMPRt)PX(ISMvjy7oWoUVCoVg, T vW9 FvWj 1-0-121 3-7-8 6-11-4 1-0-12 ' 3-7-8 3-3-12 4x6 is 3X4 LOADING (psf) SPACING- 2 0-0 Csl. TOLL. 20O Plate Grip DOT, 1,25 TC TCDL 10,0 Lumber DOL 1,25 BC BCLL 0,0 Rep Stress Incr YFS WB BCDL 100 Code FBC2017/TP12014 Mati LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end vorticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bracing be, installed during truss erection, in accordance with Stabilizer Installation guide,__ REACTIONS. ( lb/we) 7 347/0-7-4 (min, 0-1-8) 4 94/Mochanical 6 = 172/Mechanical Max Herz 4 = 133(LC 9) Max Uplift 7 = 214(LC 8) 4 = 15(LC 12) 6 1 12(1-C 8) Max Grav 7 = 347(L-C 1) 4 94(1-C 1) 6 = 180(LC 3) FORCES. ( lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown - TOP CHORD 2- 7=-278/427, 2-3=-275/485, 3- 4--165/332 BOTCHORD 6- 7-270/1157 WEBS 3- 6--1961338 NOTES- 1) Wind: ASCE 7-101 Vult= 1 50mph (3-second gust) Vas& 116mph TCDI-,=50psf;BCDI.----5.Opsf;l)=15ftI Cat. 11 ' FXp C, E_--na, GCpi=0,18: MWFRS envelope) and G-C Fxtorior(2) zone; cantilever left and right exposed , end vertical left exposed; porch left exposed;C -C for mornbers and forces & MWFRS for reactions shown; Lumber DOL-z 1,60 Dead Load Defl. - 1116,n 6- 11-4 6114 DEFL, in loc) l/defl L/d PLATES GRIP 069 Vert(LL) 0,20 6-7 401 360 MT20 244/190 0. 35 i Vert(CT) 0.16 6-7 486 240 010 1-for/(CT) 0,03 6 n/a n1a ix - MS Weight: 31 lb FT = 10% 3) This truss has been designed fora 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rec tangle 3-6-0 [,-)If by 2 0-0 wide will fit between the bottom chord and any other rinembers, 5) Refer to girder(s) for truss to truss connections, 6) Provide mechanical connection (by others) of tHASS to hearing plate capable of withstanding 100 lb Uplift at joint(s) 4 except (jtAb) 7=214, 6=1 12, LOAD CASE(S) Standard W, uq I,- V-tq, % l CX WI'A. 'K I 9 I i. V, ` ill "o, %j' I W 1 1, $,;,p )"r, )-', 71V "I a.rkm,I W tt 10—, 'Iz¢ ble, lllr -1 M,11 Ill. :N 40F- A k li dJ S 1 t Pitt i i Y W k RI HM!W"wI 114& ii of V "I, Ill11 ",")W4, l, 1f1,,T"o 'Wwq W", 0 1414, 1ix ci 1 11 ql,- d ., I0 "o I, 11"o ,, I( l,t a,q 1I q, WOW11I MI "ll, 1, 14 p d 10o-.1g.. W'—N, -l, it IlIll,"k? 1,Job Jruss ;Truss Type City Ply A0038243i jWRGSG4FG9 vas ;Valley it I f Job Reference (optional) I Roof Trusses, 34946, deSigntba I truss -corn Ron 8.120 s Nov 12 2017 Pnr t 8 120 sNov 12 2017 Wek Induso -es," I WedI Ma 16 14 41 20 2018 Page 1 ID agpjYE3xtjP8oBiIH6Pi'SYazz2of-J9hayQOYNWMP h;lXq'SvJy79u`A6XdGp3g,.,T9vW9zFvWj 2- 6-0 5-0-0 i 2- 6-0 2-6-0 2x4 2x4 cz 0- 0 5-0-0 0, f 0 4-11-6 Plate Offsets (X,Y)-- [2:0-2-0,Edgel LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L-1d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0,09 Ver-t(LL) n/a n/a 999 i MT20 244/190 TCD(,, 10,0 Lumber DOL 1.25 BC 0,15 Vert(CT) n/a - n1a 999 13CI- L 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0,00 3 n/a n/a BCD[- 10.0 Code FBC2017(TP12014 Matrix-P I Weight: 113 ih FT = 10% i LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 5-0-0 OG P1,111inS, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 1 140/4-10-13 (min. 0-1-8) 3 140/4-10-13 (min. 0-1-8) Max Horz I I 2(LC 13) Max Uplift I 33(LC 12) 3 33(LC 13) Max Grav I 140(LC 1) 3 140(LC 1) FORCES. ( lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live leads have been considered for this design. 2) Wind; ASCE 7-10, V(jlt=150rnph (3-second gust) Vasd--- 1 16mph, TCDL-5,Opsf; BCDL=5,0psf; h=15ft; Cat, 11; Exp G; Encl., GCpi=O. 18, MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed I end vertical left exposed,C-C for inember-, and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate quip DOL=1,60 3) Gable requires continuous bottom chord hearing. 4) This Truss has been designed for a 10,0 psf bottom chord live load non concur rent with any other live loads. 5) * This tRISS has been designed for a live load of 20, Opsf on the bottom chord if) all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 41 ' s b W N 1, ,m fl. P"" 5 P "P41"—.} W' 111 1bat 11 11 A €4 fi S yt. 4 11 J, R 'j, 1 tq11 It 4 k t i I " 1v v h Job Tniss Truss Type ]Qty 1 Ply VVRCSG,if(39 V09 valley Job Reference (optional) Al Roof lmsses, Foit Pierce, 1 1 34946, designOa 1 miss coni Pon 8 120 s Nov 12 201713nnt 8.120s Nov 12 2017MiTek Indus(nes, Inc Ward May l614, ID:ziqpjYF3xuP8oBilH6PrSYazz2of nLFy9mPA8qUGor_k0At8sAql Ibot0xF 4-6-0 9-0-0 4-6-0 4-6-0 4x4 5,00112 2 STI 3 f3 I 4 2x4 I 5x4 2x4 O-Q, 10 9-0-0 0-6110 8-11-6 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft ICTL 200 Plato Grip DOL 1.25 TC 0,29 Vert(t-L) n/a n/a TGDI, 10,0 Lumber DOL 1.25 BC 0T4 Vert(CT) n/a n/a BCLA_ 0,0 i Rep Stress Incr YES WB 0.07 Florz(CT) 0,00 3 n/a BCDI_ 10,0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP C410RD 2x4SPNo,2 6) Provide mechanical connection (by others) ofBOTCHORD2x4SPNo.2 OTVIFRS 2x4 SP No,3 truss to bearing plate capable of withstanding 100 BRACING- lb uplift at joint(s) 1, 3, 4. TOP CHORD Structural wood sheathing directly applied or 6-0-0 LOAD CASE(S) oc purlins. StandardBOVCHORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTok recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS, lb/size) 1 148/8-10-13 (min, 0-1-8) 3 = 148/8-110-13 (min, 0-1-8) 4 = 30418-10-13 (min. 0-1-8) Max He(-,,, 1 '1 25([-C 13) Max Uplift 1 52(LC 12) 3 = 56(LC 13) 4 37(LC 12) Max Grav 1 148(LC 1) 3 148(t-C 1) 4 = 304(t-C 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: A( SCIE 7- 101 Vult=1 50mph (3-second gust) Vasd=1 16inph TCTI_-5,0psf; BCDL=5.Opsf, ' h=15ft: Cat, 11 ' Fxp C. i:-,ncI_ GGpi-O. 18, MWFRS envelope) and C-C Extenor(2) zone, cantilever left and right exposed , end vertical left exposed:C-C for members and forces & tv1WFRS for reactions shown: 1-umber DOT_=l 60 plate grip DOI_=1,60 3) Gable requires continuous bottom chard bearing, 4)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) ' This truss has been designed for a live load of A00382441 1 2018 11,ago I rIvT3h7FvWi L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 27 In FT = 10% w," I I fl,t s }h c ni "p-, 0 6 , I L, —1-3 MN; I Vl If 1- 10 1, 1, PO W1, 4, 10 n, 4 Zw Nit t I k,"I 11..... A"11-1 Z-t.111 P A'A',W 4mbll Pi Job Truss Truss Type 1 Oty 1 Ply WFZCSG4FG9 V13 Valley A0038245 Jot) Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design(§a I truss can Run 8.120 r; Nov 6 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc Wed May 16 14:41 21 2018 Page I ID agpjYF3xuP8oBilH6PrSYazz2ot-nLFygn)PA8qUGor_kOAt8sAgF8oq8xFkqD7vT3bzFvWi 6-6-0 13-0-0 6-6-0 6-6 0 4x6 6 3x4 4 1 5x4 i 3x4 0-01-10 13-0-0 o410 12-11-6 LOADING psf) SPACING- 2-0-0 CS1. DEFL, in (toc) Well Lid PLATES GRIP 1 CLL 20.0 Plate Grip DOL 1.25 TC 0,44 Vert(LL) n/a n/a 999 MT20 2441190 rCDL 10.0 Lumber DOL 1,25 BC 033 Vert(CT) n/a r1la 999 BClJ' 0,0 Rep Stress Incr YES WB 0,10 Horz(CF) 0.00 3 n/a n/a BCDL 10,0 Code FBC2017ITP12014 Matrix S Weight: 41 Ith FT = 10% LUMBER - TOP CHORD 2x4SPNo.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No,3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT_ CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 202/12-10-13 (inin. (1 1-8) 3 = 202/12-10-13 (min. 0- 1 8) 4 = 515/12-10-13 (tarn. 0-1-8) Max Herz 1 = 38(LC 16) Max Uplift 1 65(LC 12) 3 72(LC 13) 4 = 84(LC 12) Max Grav I = 207([-C 23) 3 = 207(LC 24) 4 = 515(LC 1) FORCES, (lb) Max. Comp./Max, Ten, - All forces 250 (1h) or less except when shown. WEBS 2-4=-347(342 NOTES- 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-10; Volt= 1 50triph (3 second gust) Vasd= 1 16mph, TCDL=5.0psfi BCOL=5,0ps!'; h= I 5ft, Cat, 11; Exp C, Encl., GCpi=0.l8, MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left expose(JIG-C for rinembers and forces & MWFRS for reactions shown; 1-umber DOL-- 1,60 plate grip D01--1,60 3) Gable requires continuous bottom chord bearing. 4)'7his truss has been designed fora 10,0 psf bottom chord live load nonconourrent with any other 5) * This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rect angle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4, LOAD CASE(S) Standard 9"t fl, 4g, h e Job 'Truss 'Truss Type Oty Ply A0038246; WR(',SG41 (39 V17 Valley I Job Reference (optional) Al Roof I losses, Fort Pierce, F 1, 34946, design(§altruss com Rung 8 120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 M)Tek Industries, Inc Wed May 16 14,41 222018 Pa 1 ID ,),qpjYE3xuP8oBilli6PrSYazz2of-FYpt-N6Qov8c7Q?YwytPNPNCJaC68gidzSneOb2zF,l h 8-6-0 17-0-0 8-6-0 8-6-0 SX6 5 OW 12 eql Ti STI 3x4 0-0 10 0-0-1 Q Plate Offset,, (X,Y)-- 40-3-0,0-3-01 LOADING ( pst) SPACING- 2-0-0 rCLE 20,0 Plate Grip DOE 1,25 ICDE 10,0 Lumber DOL 1,25 BCLL 0,0 Rep Stress Incr YES BCDL 100 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4SPNo.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mi Tek recommends that Stabilizers and required cross bracing be installed during truss 4 5x6 10 17- 0- 0 16-11- 6 CS1. DEFL. in (loc) l/defIl I PLATES GRIP TC 0, 85 Vert(LE) n/a n/a 999 M T20 244/190 BC 0, 60 Vert(CT) n/a n/a 999 WB 0, 12 HOr7(CI-) 0,00 3 n/a n/a matrix-S Weight: 54 Ih FT = 10% This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othor members, 6) Provide mechanical connection (by other,,-) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) 1, 3 except (jt=lb) 4=1 13, LOAD CASE( S) Standard Oroction, in accordance with Stabilizer Installation guide, REACTIONS. lb/ size) 1 = 273/ 16-10-13 (min. 0-1-8) 3 = 273/ 16-10-13 (inin. 0-1 8) 4 = 694/ 16-10-13 (inin. 0-1-8) Max H o rz I = 52( LC 17) Max Uplift I 88( L-C 12) 3 w 97(LC 13) 4 1 13(LC 12) Max Grav 1 279( I-C 23) 3 279( 1-C 24) 4 694( LC 1) FORCES. (lb) Max. Cornp,/ Max, Ton, All forces 250 (11h) or less x(,(,.pt when shown. WE 2 - 4= - 467/4 19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCL 7-10: Vult=1 50rnph (3-second gust) Vasd= 1 16mph: TCDI. ---5.Opsf ' BCDL--5,Opsf ' h=1 5ff; Cat, It; Exp C, Foci- GGpi=0,18, MWFRS envelope) and GC Exterior(2) zone. cantilever left and right exposed : end vertical left exposed;(;-C for members and forces & MWFRS for reactions shown: Lumber D01-=, 1 .60 plate grip 1)01-=l 60 3) Cable requires continuous bottom chord hearing. 4) This truss has been designed for a 10,0 psf q 'P 4 1 N,,l A "116 9-01 2t, q k RBI ....... A,*,- ssb. fi I P 6--! lo. P,Mh400, i""I r- pv", 1-1 I k,0 I kmk,,t 1 1,4, iti I' Job !Truss 'Truss Type iQly Ply A003824A WRCSG4FG9 VIV12 ivalley Job Reference (optional) Al Root ln.sses, Fort Pierce, FL, 34946, deStgn@a I truss. Core Ron 8.120 s Nov 12 2011 Pnnt 8 120 s Nov 12 2017 Mi Tek Industries, Inc Wed May 16 14 41 22 2018 Pagge 1 1 D : U tin iF BPzQ Xokuw,12P5W?E 2TyuP 1 b+YpL N6Q(,)v8c7Q'?YwytPN PNGWLCFDgjZzS"e0b2zFv h 2-0-0 2-0-0 500112 2 x 4 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Ltd TCLL 20.0 Plate Grip DOL 1,25 TC 0.03 Vort(F-L) n/a n/a 999 TCDL 10.0 Lumber DOL 1,25 BC 0.02 Vert(CT) n/a - n/a 999 RCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code 1--BC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4SPNo,2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, MrTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. lb/size) 1 = 50/2-0-0 (min. 0-1-8) 2 = 37/2-0-0 (min. 0-1-8) 3 12/2-0-0 (rrim. 0-1-8) Max Harz 1 = 23(LC 12) Max Uplift 1 = 10(LC 12) 2 26(l_C 12) Max Grav 1 50(LC 1) 2 37(LC 1) 3 25(L,C 3) FORCES. (lb) Max. Comp./Max, Ten, - All forces 250 (1h) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150ruph (3-second gust) Vasd=1 16mph, TCDL=5.Opsf; BCDL=5,0psl; h=I 5ft, Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS envelope) and C-C Exterior(2) zone, cantilever left and right exposed , end vertical left exposed:C-C for members and forces & MWFRS for reactions shown;Lumber DOL--1,60 plate grip DOI_-1,60 2) Gable requires continuous bottom chord bearing- 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Bearing at joint(s) 2 considers parallel to grain 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 1, 2, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 In FT = 10% A)' k"W t'g utt"N' ",y 1-1--3 :'X M 9«W1111, 'W ''4 t 0' V1 -14 11 N I'll "I h # 1'114.01 l t'+q }i"q 'A' .4 p"o e r, 'A' ,C" 0_R 44 11 t, I W: eq-qhl [- 206A " t46Wl ..... Wh"o'l k.tiO P?Lr,Il,,O,d,,I',,,ei,fi,w r',It,¢tt.s,,,,t,oek; 1 Job !Truss iTruss Type WR(,SG4lG9 iVM4 iValley At Roof Trusses, k oil Piero., F L, :14946, desiqn@ 1 i I truss coin 1 Oty Ply i A 003824w Jot) Reference (optional) Run 8 120 s Nov 12 2011 Prior 8 120 s Nov 12 2011 MiTek Industnes, Inc Weed May 16 14,41 23 2018 Pao(., I ID agpjYE3xuP8oBilI J6PrSYazz2of-jkNjaRRQqRk 2916Vt)wc.xblgi(;aiPAp6tiROZI(JzFvwg 4-0-0 4-0-0 oo i 12 1 5x4 3 Wl 2A LOADING (psO SPACING- 2-0-0 CS1. DEFL. TCLL 20,0 Plate Grip DOL 1.25 TC 0.12 Vert(l-l-) TGDL 10,0 Lumber DOL 1,25 BC O06 Vert(CT) BOLL 00 Rep Stress Incr YES WB 000 I lorz(CT) BCOL 10.0 Code FBC2017rl'PI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP Nci.2 BOT CHORD 2x4 SP No WEBS 2x4 SP No-3 BRACING - I OP C1 IORD Structural wood sheathing directly applied or 4-0-0 oc porlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing - Mr Lek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS, ( lb/size) 1 88/4- 0-0 (unin, 0-1-8) 3 = 7414-0- 0 (min, 0-1-8) 5 273/4- 0-0 (min. 0-1-8) 4 2714-0- 0 (min. 0-1-8) Max Horl 1 59(LC 12) Max Uplift I r_ 10( LC 12) 3 = 74(LC 1 ) 5 103(LC 12) 4 54(.0 3) Max Grav I 88(t- c 1 3 50(1- C 12) 5 = 273(LC 1) FORCES, (lb) Max, Cornp.Wax. Ten, - All forces 250 (lb) or less except when shown. Top CHORD 2- 5=-202/ 338 NOTES- 1) Wind: ASCE 7 -101 V(jlt= 1 50rnph (3-second gust) Vascl=l 16iriph, I'CDL-z5.Opsf: BCDL=5.0psfl li-151t; Cat. 11; Exp C: Encl., GCpt=0. 18: MWFRS envelope) and C- C Exterior(2) zone: cantilever left and right exposed , end vertical left (-,,xposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL- 1.60 plate grip DOL-1 .60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0 psf bottorn chord kvo load nonconcurrent with any other 10 15x4 ii in ( loc) Well Ud PLATES ES GRIP TIMn/a 999 MT20 244/190 n/a - n/ a 999 OM 3 n/ a n/a Weight: 12 lb FI` = 10% 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a wide will re -0 fitbetweenrectangle 3-6-0 (all by 2-0 the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value rising ANSIfTPI 1 angle to grain formula. Building designer should verity capacity of hearing surface. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) 1, 3, 4 except (jt---lb) 5=103, LOAD CASE($) Standard 0", Job !Truss Truss Type !Oty Ply WPGSG4FG9 VM6 Valley I Job Reference Al Roof fnisses, Fort Pierce, FL 34946, desiqn((r l I trijsS Con, Run 8 120 s Nov 12 2017 Print 8 120 s Nov 12 2017 MiT 131 3 2x4 1,5x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFIL. in (loc) I/deft L/0 TOLL 20.0 Plate Grip DOL 1.25 1 C 0J31 Vert(LL) n/a n1a 999 TCDL 10.0 Lumber DOL 1.25 FIG 0,33 Vert(CT) n/a n1a 999 BCLL 0.0 Rep Stress Incr YES WB O00 Horz(CT) 0,00 n1a n1a BCDL 10,0 Code FBC20171TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No 2 ROT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CI IORD Rigid coiling directly applied or 10-0-0 oc bracing. MiTiek recommends that Stabilizer-, and required cross bracing he installed during miss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 1 = 204/5-11-6 (rnin. 0-1-8) 3 204/5-11-6 (min. 0-1-8) Max Herz 1 = 93(t-C 12) Max Uplift 1 40(LG 12) 3 79(LC 12) Max Grav 1 204(t.,C 1) 3 = 204(LC 1) FORCES, ( lb) Max. Cornp,/Max. Ton, - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150rnph (3-second grist) Vasd= 1 16mph, I'CDL=5.Opsf; l3CDL=5.0psf, h=15ft, Cat. IL, Exp C, Encl., GCpi--0,18; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL- 1.60 2) Gable requires continuous bottom chord bearing, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) ' This truss has been designed for a live load of 20. Opsf on the bottorn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb A011382419i i iv 16 14 41 23 2018 Page I PLATES GRIP M T20 244/190 Weight: 20 lb FT = 10% k, P ktAS ';'-J' i 'U' U 'WT 1N 1W "I W 'I", A ' qi' ',,o A,Ih""ny I T t o i i 7 1 3 1.*N "I M4 lii'Q'-4-4 il o,""101' 3"' 4" y "—'o "1", "11t 21, T ,, W .0 Y p'km' -1 i5t e.x nnl P" 'I, 'p .q— q Job Truss !Truss Type 1 Qty ply A003825O: WU2G',,(,AVG9 I VM8 !Valley Job Reference (optional) Al Roof masses, Fort Fierce, IT 34946, design(aPa I truss coff) Run: 8 120 s Nov 12 2011 Pent 8120 s Nov 12 2017 MUrek Industries, Inc Wed May 16 14 41 24 2018 Page I ID agpiYF3xuP8oBilFi6PrSYazz2o(-Cwx5oriS3RlsrfJiJ3lRrt)oli-ri9OtM8d3Gv577fwzFv Wf 8- 0-0 1 2x4 Soo 12 1 Sx4 2 W I 4 1, 5x4 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1/deff Ud PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.39 Vort(L.L) n1a - nla 999 MT20 244/190 TCDL 100 1-urnbor DOL 1.25 BC 0,23 Vert(CT) n/a t I /a 999 BCLL O. C) Rep Stress Incr YES WB O00 Hor;.,,(Cl-) 0,00 3 n1a n/a BCDI, 10.0 Code FBC2017/TP12014 Matnx-P LUMBER - TOP CHORD 2x4SPNo, 2 BOUT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 BRACING- I OP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. MrTok recommends that Stabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. ifb(size) 1 170/7- 11-6 (rnin.0-1-8) 3 = 1817-11- 6 (min, 0-1-8) 5 434/7- 11-6 (rnin,0-11-8) 4 = 617-11- 6 (min. 0-1 -8) Max HOU/ 1 131(LC 12) Max Uplift 1 = 11 (L- C 12) 3 = 1118(LC, 1) 5 168(LC 12) 4 13(1- C 3) Max Grav 1 170(LC 1) 3 12(LC 12) 5 434(LC 1) FORCES, (ib) Max. Comp./Max, Trin, - All forces 250 (lb) or less except when shown, TOP CHORD 2 - 5=-325/ 492 NOTES- 1) Wind: ASCF 7- 10; Vult-150mph (3-second gust) Vasd=1 16rnph TGDI_---5.0psf: BCD(,,--,5,0[)sf: h--15ft: Cat, It; FxP C; Encl., GCpi=0.18; MWFRS envelope) and G- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed ' C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1,60 plate grip DOL,1,60 2) Gable requires continuous firittorn chord hearing. 3) This truss has been designed for a 10 0 p,,,f bottom chord live load nonconcurrent with any other 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3 6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSliTPI I angle to grain formula. Building designer should verify capacity of hearing surface. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except (it=lb) 5-168, LOAD CASE(S) Standard Weight: 26 In FT = 101n 0-o v W1,11, '4 tc"WO'O"- 4111 W" I JANUARY 17, 2017 41w Ado I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 TYPICAL HIP / KING JACK CONNECTION I S'I'D'1'1,0 I MAX LOAD: 55 psf Roof Load, 175 mph, ASCE Exp. B, C up to 60 Mean Roof Height and Exposure D up to 30 Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ttach Corner Jack's 4 (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) rca l-A 1- 1 1, 1, 11,4 o' jr 0 e 1 1, 11 11 i Px, 4k, ", 2", 4, 1 koo o P in"A", ,O (,,,mw ,v izm A I to,,' f FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST_ FUCIF €3LVP_ FORT PIERCE. Ft, 34946 112 409-1010 ALTERNATE DIAGONAL. BRACING TO THE BOTTOM CHORO I' -- 3' MAX. DIAL, BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES o F 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' Q.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d C131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUST MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYEO / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. STANDARD GABLE TRUSS UKAL TRUSS 4 STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTI-04 CONNECTION DETAIL A THIS DETAIL, IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98,ASCE 7-02, ASCE 7-05,ASCE 7 1 OWINI)SrANDAROSUNDI-RAI-LE-Nct-OS(.IRE AND EXPOSURE CONDITIONSIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS, REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. wnrNww NOTE: THIS DETAILAIL IS VALID FOR ONE PLY I RT ISSES SPACED 24- 0 C OR LI-,-SS, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3494, 772 40',4-1010 PIGGYBACK TRUSS RETER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT, ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8" I-FF-tOCKMULTI-USE CONNECTION PLATES SPACED 48"OC PLACES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48"0 C STAGCERED FROM EACH FACE AND NAILED TO THE BASF TRUSS WITH FOUR (4) 6d (1 5- X 0 099-) NAILS IN EACH PEATI, TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377113S AT EACH 2"X 8' 1 l' F LOCK MULTI -USE CONNECTION 111-Al U. (MINIMUM OF 2 PLATES) ATTACH EACH PURL IN TO THE TOP CHORD OF THE BASF TRUSS, PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE, TRUSS INFORMATION, 1, 14 4111"t, It, I,- N, 4,-, Z, 4", W" 2WA koV-,w, AIk,- 'o4CM ','l 1-401 1' JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 A-1 ROOF TRUSSES 4451 ST. LUCIE BL-VD FORT PIERCE. FL 349- SECURE W/ ( ATTACH 2X4 CONTINUOUS #2 SYR TO THE ROOF Wl TWO USP WS45 (1/4" X 4,5") WOOL) SCREWS INTO FA(A-1 BASF TRUSS - GENERAL SPECIFICATIONS: ll. NAIL SIZE = 3" X 0,131" = 10d 2 WOOD SCREW --- 4 5" WS45 USP OR F,-.QOIVA[-ENT. 3 INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES, 4, INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A" 5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01, 1, VALLEY STUD SPACING NOT TO EXCEED 48" O,C, F, END, COMMON SS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7 (15,146 MPH WNODESGNPER ASCE /T0 110MPH MAX MEAN ROOF HEIGHT - 30 FEET ROOF PITCH -- MINIMUM 3/12 MAXIMUM 6/12 CATFRGORY If BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1,60 MAX TOP CHORD TOTAL LOAD 50 PSF MAX SPACING -- 24" O.C.(BASE AND VAIJ FY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES l 4, 4", 'A' '1""' 4, V ,A . .... . s n"—' , I ! 11, "'Oo' 4"" s q-qf, 18A A i t"'A 7-" kO: . . 1 NT'4 !0 Ft iq d p 1%o Ifit k 6s?a,ts kwl'4P, I T-ts :1+i 0 TRUSSED VALLEY SET DETAIL A, I ROOT TRUSSES 44'1 -T I I if ni \/r) FOE SECURE W/ ( GENERAL SPECIFICATIONS: I NAIL SIZE - 3" X 0,131" = 10d 2 WOOD SCREW = 3"WS3 USP OR EQUIVALENT 3 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A" 4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIOAL, DESIGN DRAWINGS. 5 BASE TRUSS SHALL BE DESIGNED WITH A PURI. IN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING 6, NAILING DONE PER NOS - 01, g",I ten e. , 1 "4 A, I I'wl' V h'o It, --iI "o k i f= kw" i 1e"+ 10 JULY 17, 2017 1 1 1 V r,c l l_ 1 .,.AL- 1 "t— 1 .-kit— NIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST- LUC:IE BLVD, FORT PIERCE, FL 34946 772-409-101 O AT VA( WIND DESIGN PER ASCE 798, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPI- MAX MEAN ROOF HEIGHT = 30 FEET CAI ERGORY 11 BUILDING EXPOSURE 13 OR C WIND DURATION OF LOAD INCREASE. ' MAX TOP CHORD TOTAL LOAD -- 50 PSF MAX SPACING - 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNG,._. DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2` - 10" ON AFFECTED TOP CHORDS. NOTES: t SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. CLIP MAY BF APPLIED TO THIS FACE UP TO A NON-B[ VEL1 D MAXIMUM Eif12 PITCH NON-E3FVELE D BOTTOM CHORD BOTTOM CHORD FOR REVELED BOTTOM CLIP MUST BE APPLIED TO CHORD, CUP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE EXCEEDS 0t12 (MAXIMUM 12112 PITCH) h ',l,i}N,3,'%,,"II,k M la+t{` tl ik t ib } #q i ro pYbF yr 4 s,e'e.. , P,e br+ a .w M .- F tv a.x a. #..R g,&8'f r , , jr. .£#3 tl n^oc o I I' FEBRUARY 17,2017 1 STANDARD GABLE END DETAIL 1 STDTL08 A-1 ROOF TRUSSES 4451 SF- LUCIE BLVD FORT PIERCE, Ft.. 34946 712 409-1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS L AN TI ONLY. WN E 0SHOWNAREFOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTALTYPICAL NAILED TO 2X4 VERTICALS1. VERTICALS SECTION A -A W/(4) - 10d NAILS FDIAGONAL BRACE 4' - 0' D.C. MAX, SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA, 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END, ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A zi 4) Bd NAILS MINIMUM, ROOF 3X4 = PLYWOOD SHEATHING TSHEATHING 6z STDSPFOCKO2X4BLisDIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX NOTE: 1, MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - 10d 2, CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX.NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT, 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY, CONSULT SLOG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. ' L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C. f TRUSSES R 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' D.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD, ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH ( 3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEFEDS L/240. TO BLOCKING WITH (5) - S. THIS DETAIL, DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES, IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3,0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ ALSC. END WALL MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL BRACES AT SIZE SPECIES SPACING BRACE L - BRACE BRACE 1/3 POINTS AND GRADE MAXIMUM STUD LENGTH SP 2X4 # 3/STUD 3-8-10 5-6-11 X _12'0.C, 2X4SP#31SI( JD— 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP # 3 1 STUD 24'0,C, 2-8-6 3-11-3_ 5-4-12 8-1-2 2X4SP#2 3-10-15 5-6-11 6-6-11 11-8-14 12"0,C. 2X4 SP # 2 16"O'c' 3-6-11 4-9-12 6-6-11 10-8-0 2X4 SP 42 24" O.0 3-1-4 3-11-3 —6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3- REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE, DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C,, WITH 3' MINIMUM END DISTANCE, BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2- MAX MEAN ROOF IIEIGHT =30 FEE'[ EXPOSURE 8 OR C ASCE 7- 10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING, DURATION Or LOAD INCREASE : 160 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 STDTLO9 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. rQRT PIERCE, 1J, 34946 712-409-1010 l T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH, THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6* O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED -CONTINUOUS _ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE] 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE I -BRACE MUST BE SAME SPECIES AND GRADE OR BETTER) AS WEB MEMBER. NAILS NAILS WEB ( WEBNAILS I -BRACE T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 4 L-- A-1 ROOF TRUSSES 4451 ST_ LUCIE BLVD, FORT PIERCE, FL 34946 172-404,1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY S TO 10 FEET ALONG A FLOOR TRUSS. NOTE I: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d 3NAILS (0,131' X ') ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0,131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') fiy DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17,2f7 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2 THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALLAAABESUCHASTOAVOIDUNUSUALSPLITTINGOFTHEWOOD. 1 A-1 ROOFTRUSSES3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCK: BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE_ FL 3494 772, 409-1010 TOE - NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HE SPF SPF—S 131 88.0 80.6 69,9 68.4 593 ca z135 93.5 85.6 74.2 72.6 63.4 ri 162 108,8 99.6 86,4 84.5 73.8 128 74,2 67,9 58.9 57.6 50.3 131 75.9 69,5 60,3 59.0 51.1 148 81.4 74.5 64.6 63.2 52.5 VALUES SHOWN ARE CAPACITY PER TOE —NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE: 3) — 16d NAILS (0.162' Olk X 3.5*) WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1,15: 3 ( NAILS) X 84.5 (LB/NAIL) X IJ5 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30* TO 60* 45, 00' ANGLE MAY VARY FROM 30' TO 60* STDTLI 1 THIS DE:T AIL 1-5 ON-LYAPPL-ICABLE TO THETOHR:TEE'LEND5 DOETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPDSES ONLY. SIDE VIEW 2X3) 2 NAILS x - 4 NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS I NEAR SIDE NEAR SIDE I NEAR SIDE 4 5, 00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE UNEAR SIDE R ) NEARSIDE E SIDE -- NEAR SIDE ANGLE MAY VARY FROM 30* TO 60* 45, 00' I' FEBRUARY 17, 2017 ( UPLIFT TOE -NAIL DETAIL I STDR12 A-1 ROOF TRUSSES 4451 51. LUCIE BLV0. FOR PIERCE. FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY, BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: TOE NAIL WITHDRAWAL VALUES PER NOS 2005 LB/NAIL) DIA. SP OF HF SPF SPF-S 131 59 46 32 30 20 O J 135 60 48 33 30 20 R m 162 72 58 39 37 25 J 0 128 54 42 28 27 19 F 131 55 43 29 28 19 w 1 148 62 48 34 31 21 J CV L z 120 51 39 27 26 17 C? 128 49 38 26 25 17 0 131 51 39 27 26 17 148 57 44 31 28 20 L TOE --NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN, 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD, 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3,5") WITH SPF SPECIES TOP PLATE FOR WIND DOL OF L33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF L60: 3 (NAILS) X 37 (LBONAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. sw• USE (3) TOE --NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL SIDE VIEW END VIEW TYP 2x2 NAILER ATTACHMENT I STD -Ft' 13 0 scar 2x2 NAILER ATTACHMENT A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. 111SWOW April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL S'1'1-)I'L, 141FOEXTERIORFLATGIRDERTRUSSI A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 12 772-409-1010 VARIES aml TRUSS 2411 O.C. --\ A -''`' (4) 12d a MAX 3011(21-611) 2x6 #2 SP (Both Faces) 24 1[ O.C. SIMPSON H5 Ji, FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEDS, AND ( STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER MAXIMUM FORCE (LBS) I57 LOAD DURATION OF NAILS EACH X SIDE OF BREAK (INCHES) SIP OF SPF HF eirww 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 A-1 ROOFI-RUSSES 4451ST.LUCIE'BLVQ. 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 FORT PIERCE, FL 3**46 112-409-1010 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 66 48" 3657 5485 3346 5019 2829 4243 2898 A376744 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' Q.C. AS SHOWN (.131' OIA. X 3'), STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER, USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IBd NAILS NEAR SIDE 10d NAILS FAR SIDE 111111 9 TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF G' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). 00 NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN, THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED, 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR 15 LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. p 1 SCAB APPLIED OVERHANGS A-1 ROOF TRUSSES 4451 SIT L ' UCIE BLVD. FORT PIERCE ' FL 34946 7 72 409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' D.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12112 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HE, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.146' DIA, X 3') SPACED 6' Q.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X- SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C, MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TOTO INDI VIDUAL-fRSS DESIGNN FOR PLATE SIZES AND LUMBER GRADES HATCH LEGEND FOYER CI.Cr_ 4' A.I-.F. 12 —ET" A.F.F. s 14 - (l' A.E .F. Ni1TE: ALL TRUSS TO WALL AND/Uk HIJUSS 'tV L"EDGE€? CONNECTIONS BY BUILDER E UNtE.55 NOTED OTRENWtS£}_. NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OT}#£RW(SE) a NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW e TRUSS l.D. AND TRUSS LOCATION ONLY, fllE BUitcNc DESIGNER PS RESPONSIBLE FOR THE SFRUCT(€R.A€. STA3s`if.ITY Of THE ENTIRESTRUCTURE, REFER TO THE € OfVPDUAL TRUSS ENGINEEFING DRAWINGS YFORGRAVITYANDUPLIFTLOADS. FOR BRACING & ERECnO D£XA€i5 REFER T6 61734-03 ANOjDR ENGINEER OF RECORD Z- h. REPRESENTS TFfE LEFT SIDE OF EACH TR€iFS DRAWING t NOTe: REFER TO USP CONNECT OR CATALOG FOR INSTALLATION DETAILS B. IUS26 3 -'.'ASH422 R C THO26 6{ MU526 S D TH62F, L- E ; T HD26-2 M G SUSk" /PI hBS- HANGER BY BUILDER 438W BEAM BY SF. IttDFR5-2NOTE.: UPLIFT CCtNNECTIONS FOR kf.t. COMMONx TR(:SSfS BEARING ON ANOTHER TRUSS TO BE tSTA12 STRAP iFs'Y 074CPS} UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND P4GGYRACA TRUS.SESI LOADING ROOF FLOOR WIND TOM 20 ASCE 7 1{tn. 5 LIVE LOAD s- o DEA:i I.OA& iO _ 156 MPH EYP Crt s UVE LOAD '.... 10. _ - CATEGORY t( an cx . UEAS3 tOAD E+J EPICLOSFO TOTAL CORD 44) .... FBC 2017 D'URATON FACTOR ,...12E T?f - 2014 REV DATE 9Y 3f 63;G5r24iiS- iF .: CGEBUPOMT 72 4 e a Ards _ clu xP tl tk ge 1t - Y ot"j T •fxx;vai r x ..x A- H:f F o 0 o a e PLAN 'DATE ARCH ..STRUCT - r CUSTOMER RYAV H'0,,3ES 306 NAME SEAGATE v4 "F` OPPONLS} 3 CAR GARAGE, ."CLG CO#SMNiY 4C}T ;g CITY m c µ COUNTY VARIES...... BLDG St.DG TYPE # loe A z337 :MASTERi WPCSG4FG9 DRAWN SCALE DATE - 11) 15'2016 if YTS. ROOFA-1 F yTRUSSESES UNIVERSAL ENGINEERING SCIENCES Consultants In. Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing * Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110, 170073Z0000 Workorder No: 9436225-1 Report Date: 2/12/ 2019 0 f-9 - 00 Cc) C1 In -Place Densfty Test,. Report Client: Ryan Homes 4307 Vineland Road Suite H-16UES Technician: Caleb Radcliff Orlando, FL 32811 Oate Tested: 02/12/2019 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 15 Material: Native Reference Datum: 0 = Bottom of Footing Type gf Test: Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density, Test No. Location of Test Range Maximum Density Pcf) Dptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Native Depth inch) Pass or Fail 1 South Footing 0-1 ft 105A IZ2 110.2 9.0 105 N/A Pas° 2 West Footing 1-2 ft 105A 12.2 109,0 10.1 103 N/A Pas! 3 North Footing 1-2 ft 105.4 12.2 1097 9.9 104 N/A Pas, 4 Northeast corner (TOF) 1- 2 ft 105.4 12.2 107.9 10.1 102 N/A Pas, 5 Southwest corner (TOF) 2- 3 ft 105A 12.2 1051 11.0 100 N/A Pas: Remarks: 3710 Hanworth Loop TOF)= Top Of Fill fk, 0-61i' -4 if -- f, - -0-i##-4 - M DESCRIPTION AS FURNISHED: Lot 15, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NUR Inc, C) ]IJ-0,A - BRISSON A VENUE 50' R/W) 1.00' NON -VEHICULAR EASEMENT S 00019.'09" E 75, 00' LOT 14 I7 121-50' own 5' WALL & LANDSCAPE 29.43' 29,50' r/NM 4C 25Z5* 25.50' 26.15' to' UTIL. ESMT. S 00"19'09" E (8,8.) 75. 00' HANWORTH LOOP 50- PRIVATE ROAD) LOT 16 11, ` 65,06' 0 px. PROPOSED - FINSHED SPOT GRADE ELEVATIONS rtf rLZY T^ WAL('vL^IIv#v"> OVILIJIV4v 1>r)C6.iL`rW0; ^: rv",or.,Mv PER DRAINAGE PLANS IMPERVIOUS COVERAGE - .3,5J,5* SQUARE FEET OR J,9..3X FRONT 26' PROPOSED DRAINAGE FLOW Lek LOT CONTAINS 9,000,* SQUARE FEET REAR 20' WALK ON=32:k SQUARE FEET SIDE 5* FOR 40' LOTS LOT GRADING TYPE A PROPOSED FINISH FLOOR PER PLANS - 26.3' WALK OFF-300;k SQUARE FEET SIDE 7.5' FOR 60' LOTS DRIVE ON=653.* SQUARE FEET SIDE 10' FOR 75' LOTSFQDRIVE2MAELONjoo142.* SQUARE FEET SIDE STREET ® 25' CRUSEiVNErER -SCOTT ASSOCA INC - ZAND SURVEYORS LEGEND LEGEND - A FLAT PnA_ POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD Tyr. • TYPICAL NOTM V IP1 • IRON PIPE PILL.POINT OF =,CwvATLD`E wt IRON POO P44 POINT OF OAV&TURC I. THE wvvwoNrD am HEREBY omw TINT Tw sww man roe STANDARDS or PA scr FORtH ey Yhr FLORIDA aoARo OF CK •MoCKM MMAOUT RAVE• RADIAL PROFMMOL SURIVE'rM AND AWPERS IN CHARTER SJ-17 FLORIDA AOUffaMTW W" PLMIAW TO MITON 472,027, FLORIDA STATUES SET 1^ 1/8' M VOLI 43% MR. NON-WIML 2, UNLESS VJVMW KIN StfflWYaR'S MNATURE AND ORIGINAL RAMED SM IM "M A44P OR COPIES ARE NOT VAUA KC• RECOVERED VP. • VITW= POINT J, DO SURVEY WAS PREPARED FROM TITLE WORIWKWO FURNISHER TO THE WRVrMR THERE ANY at on" RESTRICTIONS POINT or KOINNING CALC, w CALCMATED RokPOINTOrCOWE"MMENT "D REFERENCE K"IMENTFRA ON EASEMENTS THAT AFMT THIS PROPERTY. 4, No UMMOROUND 04PROVEVENTS NAW $M LOCATED UNLESS OTHMWME $NowCENTERLIM Mp MAIL 4 DISK &$L WILDING SELINE S, na SUAW IS PREPARED FOR THE SOLE MWEFTF OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER &Mrr. A/v RIGHT-017-VAY B. ON&MOS SHOWN FOR THE W-CATION OF WRMUEM HEREON SHOULD NOT RE UM TO RECONSfRMT80UNWY LINES, ESHT, EASEMENT WAK DRAINAGE 7. WAR", ARE =ASSWELk OAAW AND ON WE LINE SHOWN AS 04W OW&W (A6.) VILL. UTILITY C GZATIOn IF ARE som on t4row mom WRTm cKrum or wa, mm owawsr NOTED, CLFC, • CHAIN LINK FEME 9, C&TIMATE OF AUMORLZAMN Na. 4090, VUC VD00 FENCE C/I CDNMTE Wpr- • POW or VATURE CALE 1 1' - 20, _I DRAWN BY, eceO P.T. • POINT Or TANGENCY DESC, UDCRVOTION CERTIFIED or WIF ORDER No, R RDIUS L ARAC UNGI" f) PLOT PLAN 11-29-2018 7727-18 0 AOC9%.T REVISED PLOT PLAN (MOVED AC) 12-11-2018 CID, • CHORD 8EARING NORTH FORMBOARD FOUNDATIONIELEVS. 02-14-2019 1002-19 447-7THIS80UNNO/PROPERN DOES NOT UE WNW 4OX.- ME ESTAOUSHED 100 WAR FLOW PLANE AS PER IFTRM' RVSO 4714inw%i5?,Eior: ZONE 1XI MAP I 12117COOOOF (09-28-07) ES So R.L.S 1 4801 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document hftps://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC U FORM R405.4,1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: job Information Builder: LSCommunity: 6:e-LMLI lot: / . . . .... Address: Unit: City: State: Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch wg, (50 pascals) in Climate Zones I and 2, QTFORMANCE or ERI METHOD- The building or dwelling unit shalt be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO, ACH( 50) specified an Form R405-2017-Energy Cok (Performance) or R406-2017 (ERI): 6, x 60 + 11,71 = !U I I/ Method for Ca culating bUild*ng =Iumet U450) Efuildifig Volume ACH(50) 0 Retrieved from architectural plans PASS ( Mechanical Ventilation is not required) 0 Code software calculated F- 1 PASS (with Mechanical Ventilation) eld measured and calculated E: 1 FAIL R402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined In Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489. 105(3)(1), (g), or (1) or an approved third party. 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 penetrations of the building thermal envelope. During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, back draft 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 doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, If Installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Kyle Higgins License/ Certification #: BHEDTG Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: Job Information Builder: 1CfW,0_a Community: Lot: Address: City: :2CState: Zip: a:Z,2 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? F] YES E] NO Performance / E RI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the C2 L) + Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned Leakage Type selected on Form Qn specified on Form R405-2017 systems Square Footage R405-2017 ( Energy Calc) or R406-2017 (Energy Calc) or R406-2017 DPASS EIFAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993( 5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Ligh!years, Inc Phone: (855)-438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester Date of Test: zz Printed Name of Tester: Kyle Higgins License/Certification #: BHEDTG Issuing Authority: RESNET