Loading...
HomeMy WebLinkAbout2322 Kelmscott Ct 18-1723; NEW SFHi "_, Via`" - • CITY OF SANFORD BUILDING & FIRE PREVENTION APR 10 2018 i PERMIT APPLICATION Application No: Documented Construction Value: $ 345"2 too Job Address: 2322 Kelmscott Court Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0770 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan 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 Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information IP W+. Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: 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. 1 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 ` , S Ss J 8 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 1CC 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 constructio and zoning. AV 4/4/2018 4/4/2018 Signature olllltA t Date Sign e o tractor/Agent Date Tracy McDonald Prinl Owne /Agent's Na 4/4/2018 gn to of Notary -State of Florida Date Tracy McDonald XPintCoctor/ Agent'sName 4/ 4/2018 Notary - State of Florida Date WAY vus KRISTIN R ROLAND "W ya ip ••••• (" 1O21STINRR Commission4GG123381 :° .•••••, • OLMD Expired July 11, 2021 * Commlasion O Ga tl?3381 soiti 9aggflwtiW0ltrtolerys«vkoa ?o a Daiaapir $ MY11,2t121 Owner/ Agent is x Personally Known to Me or Contractor/Agent is owes rs ally Known to Me or Produced 1D Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical R Mechanical [a Plumbing® Gas Roof Construction Type: Occupancy Use: 123 Flood Zone: Sc . Total Sq Ft of Bldg: Min. Occupancy Load: t(o # of Stories: Z VP> New Construction: Electric - # of Amps ZOO Plumbing - # of Fixtures Z.o Fire Sprinkler Permit: Yes No Nr # of Heads APPROVALS: ZONING: WUTILITIES: COMMENTS: ENGINEERING: 0"M-A-Z6-t FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 38. y "/e ,„ p • SL1r V"eflatnd—C-' CAL. Fire Alarm Permit: Yes No C WASTE WATER: BUILDING: 9r •Z tR Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT r 8 -11Q 3 STATEMENT NUMBER: 18100003 DATE: April 04, 2018 j(3 c. BUILDING APPLICATION #: 18-10000341 BUILDING PERMIT NUMBER: 18-10000341 UNIT ADDRESS: KELMSCOTT COURT 2322 17-20-31-5VC-000 0770 3 , S TRAFFIC ZONE:022 JURISDICTION• SEC- TWP: RNG: SUF: 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: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2322 KELMSCOTT COURT / KENSINGTON RESERVE /_ SFR FEE--- ---------- BENEFIT RATE---.... UNIT.-----CALC .. UNIT TOTAL DUE - TYPE DIST..---SCHED----..RATE.-----UNITS--..TYPE............................................. ROADS -ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Fa ily N/A Housing 00 1.000 dwl unit 00FISRiEnRtSCUEN/A LIBktARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 P S Ingle Family Housiing 5,000.00 1.000 dwl unit 51000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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 NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD r: ! BUILDING & FIRE PREVENTION d AFT 3 ( 2% i ' PERMIT APPLICATION WE Application No: ( ` Documented Construction Value: S 96,275 Job Address: 2322 Kelmscott Court Historic District: Yes No 0 Parcel ED: 17-20-31-5VC-0000-0770 Residential X Commercial Type of Work: New EA Addition Alteration Repair Demo Change of Use Move. Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan 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 Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: 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. 1 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: 51° 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 constructio and zoning. AV 4/4/2018 4/4/2018 Signature o r/A t Date Sign e o tractor/Agent Date Tracy McDonald Tracy McDonald Print Owne /Agen7N_ Xctor/ Agent's Name4/4/2018 4/4/2018 gn to of Notary -State of Florida Date Notary -State of Florida Date nY?os MST1NRROLAND Yv a ' Commission B GG 12=1 ° ..°,°o MISTIN R ROLAND Commission #G(31ExpiresJuly11, MI N* Explrea Juy 11, 2021Y aOf Fb° 11YpOttloOurSKMooS y off t OOMWpre0 tihm Owner/Agent is x Personally Known to Me or Contractor/Agent isT - MITrs s ally 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 Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: j t WASTE WATER: ENGINEERING: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application f lllii! Iliil flllt IIII! tlllt i!I!t Ills Itll THIS INSTRUMENT PREPARED BY: IEMtflAi_OY, ShIOLC COUNTY NVRInc. dba Ryan Homes Ct. F OF CIRCUIT COURTCOMPTROLLERAddress: 4307VinelandRd, Suite H-20 Orlando FL 32811 BK 9160 Pq 1964 (1P9 i ) CLERK' S T 2018073432 RECORDED 06/26/2018 11:47:38 0 NOTICE OF COMMENCEMENT RECORDEDGBYtES hdevo!*J 1 Permit Number. 18-1723 Parcel ID Number. 17-20-31-5VC-0000-0770 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 # 77 of Kensington Reserve 2322 Kelmscott Court 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 n Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. 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 S. In addition, Owner designates of to receive a copy of the Lienors 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) WARNING TO OWNER: 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 Signature pWwner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Tide/Ortice) Auld ad Ofecer/Director/Partner/Manager) state of Florida County of The foregoing Instrument was acknowledged before me this _ f t ' day of—) IL I .riP ° . 20 18 by Dayna Mitchell Who Is personally known to me EX OR Name of person mawng statement who has produced Identification D type of Identification produced: TRACY LEIGH MCDONALD CERTIFIED COPY Gi MY COMMISSION rt FF925012 CI?M OF THE f-!'?.e EXPIRES October 06.2019 At b C4 IP?. • i l C. i t00398. 0'53 FWi0allolarySe'vKocorr SIcP/ UiV +' REQUEST FOR TUG & PREPOWERAGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: OR I Project Name: Kensington Reserve Project Address:?__! Building Permit #: 19 - F ) 2-3 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-family dwellings. 2. 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 service 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 AHn. 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 GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) City of Sanford Planning and Development Services Engineering — Floodplain Management 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: trmcdona@nvrinc.com Property Address: 2322 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0770 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition 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) OF ' CIAL SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain 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# 18-1723 Reviewed by: Michael Cash, CFM Date: April 26, 2018 110 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 877— Landscaping in Right -of -Way www.sonfordn.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 rro..eur.Odon size and location of the existing right—of-way and use shall be provided or application could be delayed. caiiwtewrooma 1. Project Location/Address: 2. Proposed Activity: 2322 Kelmscott Court, Sanford, FL 32773 D Driveway 3. Schedule of Work: Start Date Walkway Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is Property Owner Signature: Address: 4307 V Phone: (407) 692- by: H-20 Orlando, FL 32811 Fax: Other: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 04/04/2018 Maintenance Responsibilities/Indemnification 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 installation/improvement 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, it necessary, file a lien on the Requestors 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: 04/04/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: A, Engineering Date: W Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Driveway pdr FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot77KensingtonReserveSummeriandCGLE Builder Name: RYAN HOMES Street: 2322 KELMSCOTT COURT Permit Office: SANFORD City, State, Zlp: SANFORD , FL, 32773 Permit Number: Owner. Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 il' 3. Number of units, if multiple family 1 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1384.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1384.00 ft' 6. Conditioned floor area above grade (ft2) 2421 b. N/A R= ft' Conditioned floor area below grade 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(280.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor. Dbl, U=0.35 232.81 ft' SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor. WA ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.862 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1381.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=11.0 291.00 ft' None c. WA R= ft' 15. Credits Pstat Total Proposed Modified Loads: 69.48Glass/Floor Area: 0.116 PASSTotalBaselineLoads: 70.78 I hereby certify that the plans and sp afications covered by this in the Florida Review of the plans and 04TkiE SpqcalculationarecomplianceEnergyspecificationscoveredbythise O Code. calculation indicates compliance Y' y`o iiu',,. with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 9_7_1 R Rrnff Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, a designed, is in compliance Florida Statutes. with the Florida Energy Co e. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 2f7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 4/4/2018 SCPA Parcel View: 17-20-31-5VC-0000-0770 ORRMobtPPnlIsEEm CM PAPPR AISER scra+o c oour+n, ra.onow Parcel Information Property Record Card Parcel: 17-20-31-5VC-0000-0770 Property Address: 2322 KELMSCOTT CT SANFORD, FL 32773 Parcel 17-20-31-5VC-0000-0770 Owner BRISSON WEST PROJECT I LLC Property Address 2322 KELMSCOTT CT SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 77 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0,001 0.00 I t I $52,000.00 1 $52,000 Building Information Permits Permit p Description Agency Amount CO Date Permit Date http://parceidetaii.scpafl.org/PareelDetailinfo.aspx?PID=1720315VC00000770 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 14 ) tq I I g- I hereby name and appoint: Tracy McDonald an agent of; NVR Inc., dba Ryan Homes Name 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): The specific permit and applic4tion for work 11cated at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this day of 200 18 , by Robert Lattanzi who is ® erson known me or o who has produced identification and who did (d Notary Seal) Pua` c KRISTIN R ROLAND o Y Commission # GG 123381 4 Expires July 11, 2021 gorn.P 6oMwTANByOpMN e Rev. 08.12) Notary Public - State ofF1 00da.,1 Commission No. I Z3 3 Tf I My Commission Expires: 2 as SQ.FT. CAM'S IST FLR LIVING IPW Ga Ft iND FLR LIVING 031 HOL FT. TOTAL LIVING 2,421 SC2 F. ENTRT 35 Sa FT. GARAGE 4&S 6Q FT. LANAI 260 GCS FT. TOTAL 31`15 9Ci FT. OOlOBRAND ClAm"Wo Lome IIAW wD Elwcom PCR6 m9om GNM E Imm 7X1! 1m 1/17r0 NETFOWACEC90NTT01 @ 16' -C 131' 64' 5 2410)•30J6r13743OWDR36• 116' 4 30AJ)•32T6 n 25-SN 38 63' 4 28"-3v-ab 3A 11 P,511 30' by 5 26"-31.46 4 33 L 754H 16. by S 710/-34M 5 4-3bm 6CD U. S 763V-3330 6 11 15.511 35' 63' 4 7A45)-.W-% WIND DESIGN CRITERIA A BASIC UND SPEED MPH (3 SECOND GUST) VLLT•1501 VASD.116 MM B. 54TEIRNAL PIQE6&W WE7'Fx:0IT•• JH G RISK CATEGORY -TYPE II D. EM'OdARE CATEGORY' C NOTE. VALJE6 FOR C.01"PC>HEMM 4 C'LADDW. PMOWFIE ARE BASED CH THE V41L DEW04 tlW0 SPEED. FBM 6TI4 ED. (20TV ALLOWS T14ESE PRESSURES TO BE MLLTIPLIED BY 06 TO MEET THE A. L A..AOI a OR NOMINAL. TESTED VALUE6 USED BT PRODUCT MAN PACNIERS. momFROG To DRTIULL WTALLATM CN ALL RUIfG NEHWIS PO RIR7 ENE AO6N RAOR JU L W WWTIV *0 TWATED W WIIIATP A M"M TREATED OFRAT my w or. A CABINET SECTION FIRST FLOOR PLAN SCALE. V4 . I'-0• MJEVATION C W MORE Torte 11I / 5• g._3. g._g. g._3. 5' 3K:______===:W-------_— HLTR eEa, TO nAra I I I I HIIT. LANAI I I 76'-mk10'-0' I III IIII 4'•0' 14'-4' II II II I I 6fb0 6Ca9 II II II 7115-SN I I I I GRW ROOM 1 Ib'-OkTS'-4' p>r Y RR O Y 4 as I 9'-4' I 19'-7• CROON molm I I'-3' T-4' b'-b' 1 2'-10' 4'-2' 0 42- O A 1 WW4 41 i I EMRRN Y v tj, aj UP 7•b 6TID 1I CROUII Fcw R•13N MOLLDIYS 4-SH 9 C_ 9 0 2•.4. 7'-b sroi •D IRrt I D'-4k10'-b' Y-P qA m v1 Jb bT. 3'-10' 4'-H' 9'-H' W-4'-7' 9 m 6 oeL S 7 Foot9 BdTISY Y 4-1.6G 2 CAR GARAGE 70'-Ok7N-7' Yam' m STONE v VENEE s LEE OF W RjOOR ABOVE I I ICI I L_J 16•-0' x 1 OHGD 16'-0' 7'-H' 2P-4' Pl. POST TO 94' AFF. W OPT 7-4• a A 4•TTP) A E C N IT E C T• DesignGa .m 1"l N. RONALD REVAN 9LYD. LONGWOOD, FL 1750 11 407.77K074 FA7:407.77w074wbd.0PW .*— AA R 0000310 r ulmrv. at Lotil KENSINGTON RESERVE IDT/77) MODIM SUMMERLAND VERSION101) PROJECT#: 02997.000 PAOE: FIRST FLOOR PLAN I:a-- -.. . DATE: 1/31/18 SCA* 9'. I/4'=1'-0` WECET 3 OF 9 A R C N I T B C T• COMrOM AND CL AMINO Ti0 LALOe NAW 11e0 k70K ISE FTRI SSIMC ame CALL I, Inum 770E IEI/N D eON IBEROommLA7m I 6 M16 36' br 5 TAW-3M 1 6 3C5h4N 3b' 6r 5 1A6b/-37l6 JA G 3{G 36• b' 5 2UN-3610 JB 6 36' br 5 fM/-37M 3 6 36. 61' 5 1AbW-310 4 6 w 40' 5 2A53V-3w b B w5w 36. br 4 IUW-3W 6 5 Et 36' br 4 1Abb/-3W WIND DESIGN CRITERIA A BASIC MID SPEED rE•l+ (3 SECCHD GUST) VULT.DO / VA O.56, MPH B. WMIOUL PRESSURE CCEFTiCEW-- JS C. RISK C:ATEGORT'.TYPE II D. EWCGUFE CATEGORT C NOTE, VALUES FOR COFIPOHMM 4 CLADONG PRESSURE ARE BASED CH 771E Wit DEbW MID SPEED. FBCR 6TW ED. (JOn) ALLOYS T01ESE PRESSURES TO BE MIS.TIPLIED BY OA TO MEET 71.E ALL 3LABLE OR NO)7NAL TESTED VALUED USED BY PRODUCT MANUFACTURERS L FRILR TO CRIWOLL NSTALLAIIRI CH ALL FR4261E2M Y4P FFKh DE R001 BOOR WLL BE WMTFD 00 DELI® W SWAIP A 7@i M IWATW WWAT IV-8 3/4' JND. — V-4' BRG. FIT. m•-m' FIN. FLR o — STAIR DATA: 17 MSEtS 07.57' 16 TRRADS 010' +1' NOSING 20 L.410100 DROP CEILING TO e'.e' J/ ` 2) Jxe IeADEr7b AS 7.4 P.T. FLAIE SECUI! W k0d LLT NAILS WOG. MAX 1 STAIR SECTION: 9'-4" BRG. I r--------------------------------- I L1UE of 6r a.00Fe BEI.AS 1 I I I I I I I I 3'-J' S'-4' S'-4• IO'-J' 3'-2' b TEMP. O 3051-m E( SS I O9 NHEAT TU3 4JNGW1 W Ax 0: OWNER' S OTiNE[ YS SU1TE m D A ab Milke' araa C I MEE PACEI tSN9 o I AB y mI 3•. g• 3'-4' 7•-I0' J''4' I m' y. H.I Y I I g I ^ BEDROOM2e'olaa Ig s•- 4r u.a 3' 481' 4'-0' 4'-J' I''J' C 1p s BEDROOM 9 IAtne I am I R- 19N 4- 0 OF; T4. 132'-4'1'-m' l- nl m' I-m4'-J' b' 30/ oMaI r 04 I BEDROOM 4 g I 10'- Jw4•-3• C W-p• m I e'- v CL& I RAXR BELOW 3A4SN Mbk%I OEGFEWJ 4'- 4- 4'.4' 5'-I01 3m'- m' LNE OF 67 FLOOR EE1QD SECOND FLOOR PLAN SCALE, 1/4 . 1'-0' Im' Wmdx3' OWN Nod WW, J 11013 61AWOW Design Grou 1M1 N. RONALD RLAGAN ewD LONCINOOD. FL 32760 PN 407-7744078 FAX407- 7744070 wwwa0f V p.q m M.. 0003325 91111111111 r 8 8 E 0 t C BTJHDm A. LOT. KENSINGTON RESERVE LOT177) MODEL& SUMMERLAND VERSIONBOI) PROJECT#- 02997. 000 PAGE: SECOND FLOOR PLAN DATE: 1/31/18 SCALM 1/4'=1--o" 811E>! T 4 or 9 eNODN oN SWEET b 42• WON 1 DLALL PWDR. ROOM P. 2" 1!°7DFOOMM. EA 2m e7TmGER \ 3) 2.0 6TP e M SECUREDDvOdb•-W OG rica- LATE 1 LJIOOiD — 3/ 4' TG SIp GLIED 4 NARED Ll2ab• 24. OG. MAX RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot77KensingtonReserveSummerlandCGLE Builder Name: RYAN HOMESStreet: 2322 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number:# 1 8 - 1 7 2Owner: U-Iy7mjkvlevt 4/ Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1384.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1384.00 ft 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(280.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 232.81 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.862 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1381.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.116 Total Proposed Modified Loads: 69.48 PASSTotalBaselineLoads: 70.78 1 hereby certify that the plans and sp cifications covered by Review of the plans and vuff STq this calculation are in compliance the Florida Energy specifications covered by this 0i Code. calculation indicates compliance y`.,,, '' s;;` •s+ O 4N with the Florida Energy Code. a+m •- € f a. aPREPAREDBY: Before construction is completed DATE: -7-1 R Srott Pratt this building will be inspected for compliance with Section 553.908 ti I hereby certify that this building, a designed, is in compliance Florida Statutes. with the Florida Energy Co W COp WS OWNER/AGENT:- BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 On for whole house. 2/7/2018 2:50 PM EnergyGauge© USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot77KensingtonReserveSum Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 77 KENSINGTON RESE 2322 KELMSCOTT CO Seminole SANFORD , FL, 32773 CLIMATE J Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2421 22515.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 22515.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main -_- _-- 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft° 1090 ft' 11 0 0 1 0 0.38 0.62 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft' 0 ft' Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft' 0.11 Wood 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width R-Vahie Et In Height Et In Area Sheathing Framing Solar Below RA/ahle Fraction Absor 0 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft' 0 0 0.6 0 7 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft' 0 0.25 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 6 8 20 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft2 in None Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' 1 ft0 in 11 ft6 in None Exterior 5 3 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft2 in None Exterior 5 4 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 4 ft 1 in None Exterior 5 5 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft0 in 11 ft 6 in None Exterior 5 7 W 7 Vinyl Low- E Double Yes 0.35 0.29 N 16.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 8 W 7 Vinyl Low- E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 fl2 in None Exterior 5 9 W 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 1 ft 2 in None Exterior 5 10 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 11 ft 0 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft' 459 ft' 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2626.8 144.21 271.2 3718 7 2/7/2018 2:50 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS v Supply -- Return-- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 145.3 cfm 0.06 0.60 1 1 TEMPERATURES Programablje Ceiling Fans: ThermostaJanjjt:]]Y Cooling r Aprn X] j A Oct Nov Dec X] Jan jX] Feb [X] Mar Apr May Jun j ]Jul jXj X] Sep Oct Nov Dec Venting [[ ]] Jan [[ ]] Feb ((XjjMar Jun [ ] Jul Augu Sep 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 2/ 7/2018 2:50 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 2322 KELMSCOTT COURT, SANFORD,-FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area W) 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2421 b. N/A Area c. N/A 232.81 ft' Ducts a. a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems ft' a. Central Unit ft' 3.862 ft. 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Floor over Garage R=11.0 291.00 ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code corpp.4ant features. Builder Signature: Y<7_ Date: 2/8/2018 Address of New Home: 2322 KELMSCOTT COURT City/FL Zip: 32773 Insulation Area R=11.0 1264.00 ft' R=4.1 1073.30 ft' R=11.0 289.33 ft' R= ft' Insulation Area R=38.0 1384.00 ft' R= ft' R= ft' R ft' 6 605.25 kBtu/hr Efficiency 38.5 SEER:15.00 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 WE Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2322 KELMSCOTT COURT Permit Number: 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. 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 envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and 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 accordance with the manufacturer'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, backdrafl 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. 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 Ieakag& indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ 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. 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Pagel of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 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)(4, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. 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. 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. 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. R403.3.5 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 (13'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 515.1 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. 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian 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 '/a 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). R403.5.6.1.2 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. 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the 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 HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 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. 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. 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-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 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 a CFM/WATT) AIRFLOW RATE MAXIMU 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 cfmtwatt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) 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. 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 R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burners shall not be less than the design load 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. 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 R403.9 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 falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. 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 schedule shall be installed for heaters and pump motors. 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. 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 thermal efficiency of 82 percent for heaters manufactured on or after April 16, 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. 2/7/2018 2:50 PM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A 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 (MandatoryM 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. 2/7/2018 2:50 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia 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: Lot77KensingtonReserveSummerlandCGLE Builder Name: RYAN HOMES Street: 2322 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. 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 comers 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 with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. 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/door jambs 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 walls 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 spac 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 Py1pnd behind nining 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 so inkler cover plates and walls or ceil W nos - a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 277/2018 2:50 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: RYAN HOMES 2322 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Job: LotMensingtonReserv... Date: 06.03.15 By: BENTLEY Outdoor design DB: 92.5°F Sensible gain: 29962 Btuh Entering coil DB: 77.4°F Outdoor design WB: 76.2°F Latent gain: 5071 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 35034 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32067 Btuh 107% of load Latent capacity: 6388 Btuh 126% of load Total capacity: 38456 Btuh 110% of load SHR: 83% Design Conditions Outdoor design DB: 42.3°F Heat loss: 27421 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: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 1230/o of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 89% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. 2018-Feb-02 06:19:24 C wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1X& ...ndCGLE\Lot77KensingtonReserveSummerlandCGLE.rup Calc - MJ8 House laces: E Component Constructions Job: Lot77KensingtonReserv... wrightsoft- p Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 For: RYAN HOMES 2322 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area ll-value Insul R Htg HTM Loss Clg HTM Gain b' BWhV-IF M-•F/BWh DOW BWh &uh/IP BWh Walls 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or outr, air gas, mil no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mill no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 4.08 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11 ft overhang (5.3 it window ht, 1.17 ft sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 194 0.091 13.0 2.52 488 2.35 455 s 366 0.091 13.0 2.52 921 2.35 860 w 205 0.091 13.0 2.52 516 2.35 482 all 1145 0.091 13.0 2.52 2885 2.35 2692 n 345 0.201 0 5.57 1923 4.37 1510 e 59 0.201 0 5.57 330 4.37 259 s 324 0.201 0 5.57 1806 4.37 1418 w 195 0.201 0 5.57 1084 4.37 851 all 924 0.201 0 5.57 5142 4.37 4037 271 0.097 11.0 2.69 729 1.75 475 n 15 0.540 0 15.0 228 15.9 243 s 31 0.540 0 15.0 456 16.2 494 w 15 0.540 0 15.0 228 39.2 598 all 61 0.540 0 15.0 912 21.9 1335 n 33 0,540 0 15.0 489 14.1 460 s 16 0.540 0 15.0 244 15.7 256 all 49 0.540 0 15.0 733 14.6 716 e 12 0.540 0 15.0 179 39.2 471 w 16 0.540 0 15.0 239 39.2 628 all 28 0.540 0 15.0 419 39.2 1098 e 31 0.540 0 15.0 456 39.2 1196 w 33 0.540 0 15.0 489 14.1 460 2018-Feb-02 06:19:24 C wrightSOW Righl-Suite® Universal 2017 l7.0.23 RSU23828 Page 1 ndCGLE\Lot77KensingtonReserveSummertandCGLE.rup Cale . MJ8 House laces: E 2A-2omd: 2 glazing, cir ouir, air gas, mil no brk frm mat, clr low-9 innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 It window ht, 1.17 It sep.); 6.67 ft head ht Doors 11JO: Door, and fbrgl type e 11 DO: Door, wd sc type n Ceilings 1613-38ad:Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: lag floor, light dry soil, on grade depth, carpet fir fnsh 48 0.620 0 17.2 824 16.2 776 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 2018-Feb-02 06:19:24 C + wrightsoft Righl-Suite® Universal 2017 17.0.23 RSU23828 Page 2 ndCGLE\Lot77KensingtonReserveSummerfandCGLE.rup Cale a MJ8 House faces: E Project Summary Job: LotMensingtonFlese v.. wrightsof- Date: 06.03.15 Enure House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 2322 KELMSCOTT COURT, SANFORD, FL 32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 02-01-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22203 Btuh Ducts 5218 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27421 Btuh Infiltration Method Construction quality Fireplaces Area (W Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 2421 Co 242 21167 21167 0.41 0.21 145 74 Sensible Cooling Equipment Load Sizing Structure 21590 Btuh Ducts 8372 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment- sensible load 29962 Btuh Latent Cooling Equipment Load Sizing Structure 3297 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5071 Btuh Equipment Total Load (Sen+Lat) 35034 Btuh Req. total capacity at 0.81 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref 8242633 Coil ASPT47D14A AH R I ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.5 HSPF 38000 Btuh @ 47°F 27 0 1283 cfm 0.047 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 31185 Btuh 7315 Btuh 38500 Btuh 1283 cfm 0.043 cfm/Btuh 0.40 in H2O 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Feb-02 06:19:24 GC wrilghtsoft' Right -Suite® Universal 2017 17.D.23 RSU23828 Page 1 c+A...ndCGLE\Lot77KensingionReserveSummerlandCGLE.rup Calc - MJ8 House laces: E wrightsofr Right-J® Worksheet Entire House DEL AIR HEATING & AIR CNG 531 CODISCO WAY, SANFORD, FL 327 OND40 ION611 65 Job: Lot771(ensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 It 53.0 It 3 Room height 8.6 It 9.3 It heal/cool 4 5 Room dimensions Room area 2463.8 ft2 1.0 x 576.8 it 576.8 IF Ty Construction U-value Or HTM Area (112) Load Area (It2) Load number BtuhtfIZ•F) BtuNft2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.52 2.35 396 381 960 896 0 0 0 0 t 2A-2om 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 LG 13A-2ocs 0.201 n 5.57 4,37 378 345 1923 1510 303 271 15D7 1183 2A-2om 0.540 n 14.96 14.08 33 0 489 460 33 0 489 460 11 12C-0sw 0.091 a 2.52 2.35 236 194 488 455 0 D 0 0 2A-2om 0.540 a 14.96 39.23 12 0 179 471 0 D 0 0 2A-2om 0.540 9 14.96 39.23 31 0 456 1196 0 0 0 0 y/ D 13A-2ocs 0.201 a 5.57 4.37 79 59 330 259 37 17 96 75 11J0 0.600 a 16.62 18.51 20 20 334 372 20 20 334 372 t-G 12C-0sw 0.091 s 2.52 2.35 396 366 921 860 0 0 0 0 2A-2om 0.540 s 14.96 16.18 31 25 456 494 0 0 0 0 V! I-0 13A-2ocs 0.201 s 5.57 4.37 341 324 18D6 1418 0 0 0 0 2A-2om 0.540 s 14.96 15.65 16 0 244 256 0 0 0 0 Vi! 12C-Osw 0.091 w 2.52 2.35 236 2D5 516 482 0 0 0 0 2A-2om 0.540 w 14.96 39.23 16 0 239 628 0 0 0 0 2A-2om 0.540 w 14.96 39.23 15 0 228 59B 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 275 195 1084 851 154 121 675 530 2A-2orn 0.540 w 14.96 14.08 33 33 489 460 33 33 489 46D R D 2A-2Dmd 12B-0sw 0.620 0.097 w 17.17 2.69 16.17 1.75 48 289 48 271 824 729 776 475 0 121 0 103 0 278 0 181 IDO 0.39D n 10.80 12.03 18 18 193 215 18 18 193 215 C 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P-13c 0.068 1.88 0.98 291 291 548 284 0 0 0 0 F 22A-col 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 1006 437 Envelope loss/gain 17813 16620 5517 3923 12 a) Infiltration 4391 1421 929 3D1 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 23D 4 920 3 69D Appliances/ other 2630 230 Subtotal ( lines 6 to 13) 222M 21590 6447 5144 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22203 2159D 6447 5144 15 Duct loads 23'/6 39'/a 5218 8372 230/6 34% 1453 1724 Total mom load 27421 29962 7899 6%8 Air required (cim) 1283 1283 1 1 370 294 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilhtsc ft' 2018-Feb-02 06:19.24 A 9 Right - Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGLE\Lot77KensmgtonReserveSummeriandCGLE. rup Cale - MJ8 House faces: E wrightsoft Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 It 11.5 It 3 Room height 9.3 It heaVcool 9.3 It heat/cool 4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 it 5 Room area 325.0 ft2 155.0 It= Ty Construction U-value Or HTM Area (it) Load Area (it2) Load number BtutVitz°F) Btuh/02) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 12C-Osw O.091 n 2.52 2.35 0 0 0 0 0 0 0 0 L-t 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 LO 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 yLO 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 s 252 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0G VLO 13A-2ocs 0.201 s 5.57 4.37 233 233 1299 1020 107 91 507 398 2A-2om 0.540 s 14.96 15.65 0 0 0 0 16 0 244 256 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 121 73 408 321 0 0 0 0 I_( C 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.17 48 48 824 776 0 0 0 0 R 12B-Osw 0.097 2.69 1.75 0 0 0 0 168 168 451 294 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 664 19 Envelope loss/gain 3573 2781 1517 929 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4239 4197 1719 994 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4239 4197 1719 994 15 Duct bads 1 239/6 349/6 955 1407 230/0 340% 387 333 Total room load 5194 5603 2107 1327 Air required (cfm) 243 240 99 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2018-Feb-0206,19:24 A g Right -Suite® Universal 2017 17.0 23 RSU23828 Page 2 ndCGLE\Lot77KensingionReserveSummeriandCGLE.rup Cale - MJ8 House faces: E wright.sofr Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING CODISCO WAY, SANFORD, FL 3277-85 Job: LoMKensingtonResenreSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 It 3 Room height 9.3 It heat/cool 8.0 1t heat/cool 4 5 Room dimensions Room area 4. 5 x 8.0 II 36. 0 It' 16. 5 x 13.5 It 222. 8 112 Ty Construction U-value Or HTM Area (Il2) Load Area (It) Load number BtuIVftZ°F) BtuWft2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cool Gross PUP/S Heat Cool Gross N/P/S Heat Cool 6 1y 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 108 93 234 218 G 2A-2om 0,540 n 14.96 15.94 0 0 0 0 15 0 228 243 13A- 2ocs 0.2D1 n 5.57 4.37 75 75 416 326 0 0 0 0 2A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 1y 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 L G 2A- 2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 1 yLO13A-2ocs 0.201 a 5.57 4.37 42 42 234 184 0 0 0 0 11. 10 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 IL^ 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 N! a 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 v 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 132 117 294 275 i-- G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 1N 2A- 2om 13A- 2ocs 0. 540 0. 201 w w 14. 96 5. 57 39. 23 4. 37 0 0 0 0 0 0 0 0 15 0 0 0 228 0 598 0 2A- 2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 I_ CG 2A-2omd 0.62D w 17.17 16.17 0 0 0 0 0 0 0 0 P 128-0sw 0,097 2.69 1.75 0 0 0 0 0 0 0 0 L- o 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acol 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 36 30 Envelope loss/gain 997 484 1145 1679 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 23D 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1216 554 1596 2655 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 554 1596 2655 15 Duct loads 23% 34% 274 186 25°/, 44"/, 399 1172 Total room load 1490 740 1995 3827 Air required (cfm) 70 32 93 164 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsof - 2018-Feb-02 06:19:24 9Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 ndCGLE\ Lot77KensingionReserveSummodandCGLE rup Calc - MJ8 House faces: E wrightsoft Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: LoMKensingtonReserveSlu Date: 06.03.15 By: BENTLEY 1 Room name MASTER BATH MASTER W.C. 2 Exposed wall 15.5 It 9.0 it 3 Room height 8.0 It heat/cool 8.0 it hsat/cool 4 5 Room dimensions Room area 1.0 x 130.3 It 130.3 it2 3.5 x 5.5 It 19.3 it2 Ty Construction U-value Or HTM Area (it2) Load Area (It2) Load number BtuWftZ'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vy ILO 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 2A-2om 12C-Osw 0.540 0.091 n a 14.96 2.52 14.08 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--fi C 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 13A-2ocs 0.540 0.201 a a 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLO11J00.600 a 16.62 18.51 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 s 2.52 2.35 48 48 121 113 44 44 111 104 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0G t-G13A-2ocs 2A-2om 0.201 0.540 s s 5.57 14.96 4.37 15.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 w 2.52 2.35 76 60 151 141 28 28 71 66 2A-2om 0.540 w 14.96 39.23 16 0 239 628 0 0 0 0 I__ G 1y 2A-2om 13A-2ocs 2A-2om 0.540 0.201 0.540 w w w 14.96 5.57 14.96 39.23 4.37 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5G P 2A-2omd 128-0sw 0.620 0.097 w 17.17 2.69 16.17 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01D11D00.39D n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 130 130 94 184 19 19 14 27 F 20P-13C 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cd 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 184 15 Envelope loss/gain 605 1250 195 182 12 a) Infiltration 233 75 135 44 b) Room ventilation 0 0 0 0 13 1ntemal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 838 1325 331 226 Less extemal load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 838 0 0 1325 0 0 331 0 0 226 15 Duct loads 250% 440/6 210 585 259/6 44% 83 100 Total room load Air required (cim) 1D48 49 1910 82 1 119 413 325 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrl htsof - 2018-Feb-02 06:19:24 A 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 ndCGLE\Lot77KensingtonReserveSummodandCGLE.rup Calc - MJ8 House faces: E wrightsoft Right-JO Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 32771 -865 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 2 BED 3 2 Exposed wall 10.5 It 10.5 It 3 Room height 8.0 It heal/cool 8.0 1t heat/cool 4 5 Room dimensions Room area 13.0 x 10.5 It 136.5 ft2 13.0 x 10.5 It 136.5 ft2 Ty Construction number U-value BtuWfIZ•F) Or HTM Btuldit2) Area (w) or perimeter (it) Load Btuh) Area (ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V L- 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 C 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 O 2A-2om 12C-Osw 0.540 0.091 n a 14.96 2.52 14.08 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 yl D 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.60D a 16.62 18.51 0 0 0 0 0 0 0 0 yl L.-G 12C-Osw 0.091 s 2.52 2.35 84 69 173 162 84 69 173 162 2A-2om 13A-2ocs 0.540 0.201 s s 14.96 5.57 16.18 4.37 15 0 13 0 228 0 247 0 15 0 13 0 228 0 247 0IN O 2A-2om 0.540 5 14.96 15.65 0 0 0 0 0 0 0 0 1jf 12C-Osw 2A-2om 0.091 0.540 w w 2.52 14.96 2.35 39.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_(C V1r 2A-2om 13A-2ocs 0.540 0.201 w w 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 I GG 2A-2omd 0.620 w 17.17 16.17 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 137 137 98 193 137 137 98 193 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22Acpl 0.989 27.40 0.OD 0 0 0 0 0 0 0 0 6 c) AED excursion 33 33 Envelope loss/gain 50D 568 500 568 12 a) Infiltration 158 51 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 658 619 658 619 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 658 619 658 619 15 Duct loads 25% 44% 1651 273 25% 44^/e 165 273 Total room load 7- 822 892 822 892 Air required (cfm) 1 38 38 38 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsolFt' 2018-Feb-0206,19,249Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 5 r dCGLE\Lot77KensingtonReserveSummeriandCGLE.rup Cale . MJ8 House faces- E wrightsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR NDT ONNG531CODISCOWAY, SANFORD, FL 327714$665 Job: Lot771(ensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 4 MASTER WIC 2 2 Exposed wall 27.5 It 7.0 it 3 Room height 8.0 it heaVcod 8.0 it heal/cool 4 5 Room dimensions Room area 10.5 x 17.0 it 178.5 it' 5.5 x 7.0 it 38.5 It= Ty Construction U-value Or HTM Area (112) Load Area (it2) Load number BtulVftZ°F) BluMit2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLf12C-0sw 0,091 n 2.52 2.35 0 0 0 0 56 56 141 132 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vy I-.G 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0 1,12C-0sw11 0.091 a 2.52 2.35 84 69 173 162 0 0 0 0 2A-2om 0.540 a 14.96 39,23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 15 0 228 598 0 0 0 0 y/ 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11.10 12C-0sw 0,600 0.091 a s 16.62 2.52 18.51 2.35 0 136 0 136 0 343 0 32D 0 0 0 0 0 0 0 0 D y/ I O 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 Vy G 13A-2ocs 2A-20m 0.201 0.540 s s 5.57 14.96 4.37 15.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 I :2 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 Vil 13A-2ocs 2A-2om 0.201 0.540 w w 5.57 14.96 4.37 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I_-GG P 2A-2omd 128-0sw 0.620 0.097 w 17.17 2.69 16.17 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-3Bad 0.026 0.72 1.41 179 179 129 252 39 39 28 54 F 20P-13c 0.068 1.88 0.98 137 137 257 133 0 0 0 0 F 22Acd 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 41 13 Envelope loss/gain 1130 1424 169 173 12 a) Infiltration 413 134 105 34 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1543 1558 274 207 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 D 0 14 Subtotal 1543 1558 274 207 15 Duct loads 25% 44% 386 688 25% 445/6 69 91 Total room load 1929 2246 343 298 Air required (cim) 90 96 116 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wri htsofC 2018-Feb-02 06 19:249Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 ndCGLE\Lot77KensmgtonReserveSummeriandCGLE.rup Calc - MJ8 House faces: E wrighttsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.831-2665 Job: 1-0771(ensingto n ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BATH LAUNDRY 2 Exposed wall 0 it 0 It 3 Room height 8.0 It heat/cool 8.0 It heal/cool 4 Room dimensions 5.5 x 10.5 It 7.5 x 9.5 It 5 Room area 57.8 112 71.3 It= Ty Construction U-value Or HTM Area (it2) Load Area (Ita) Load number BtuWitz•F) BtuNlt2) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 Vy 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 C 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 LO 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 y/ I-p 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 a 16.62 18.51 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 I-(; 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 LG 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 yl 2A-2om 13A-2ocs 0.540 0.201 w w 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 I G 2A-2omd 0.620 w 17.17 16.17 0 0 0 0 0 0 0 0 P L-D 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.39D n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 58 58 42 82 71 71 51 101 F 2OP-13C 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 43 Envelope loss/gain 42 77 51 58 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 23D 0 0 0 0 Appliances/other 0 6D0 Subtotal (lines 6 to 13) 42 77 51 658 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 42 77 51 658 15 Duct loads 25% 440/6 10 34 25% 44% 13 29D Total mom load 52 110 64 948 Air required (cfm) 2 5 1 1 3 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsc ft- 2018-Feb-02 06,19,249Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7 ndCGLE\Lot77KensingtonReserveSummertandCGLE.rup Cale - MJ8 House faces: E wrightsofr Right-J® Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 32771 OND40 ION665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LOFT 2 Exposed wall 48.0 it 3 Room height 8.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 379.8 it 379.8 ft2 Ty Construction U-value Or HTM Area (ill) Load Area Load number BluWft--F) BtulVft2) or perimeter (it) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.52 2.35 232 232 585 546 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 VLG 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 11 V,12C-Osw 0.091 a 2.52 2.35 152 125 314 293 2A-2om 0.540 a 14.96 39.23 12 0 179 471 2A-2om 0.540 a 14.96 39.23 15 0 228 598 Vy Y D 13A-2(cs 0.201 a 5.57 4.37 0 0 0 0 11J0 12C-0sw 0.600 0.091 a s 16.62 2.52 18.51 2.35 0 0 0 0 0 0 0 0VL-G 2A-2om 13A-2ocs 0.540 0.201 s s 14.96 5.57 16.18 4.37 0 0 0 0 0 0 0 0t-G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 Vy 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 IG 2A-2om 0.540 w 14.96 39.23 0 0 0 0 2A-2om 13A-2ocs 0.540 0.201 w w 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 2A-2omd 0.620 w 17.17 16.17 0 0 0 0 P 12B-0sw 0.097 2.69 1.75 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 380 380 273 537 F 20P-13c 0.068 1.88 0.98 155 155 291 151 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 71 Envelope loss/gain 1871 2524 12 a) Infiltration 721 233 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 D 0 Appliances/other 0 Subtotal (lines 6 to 13) 2593 2758 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2593 2758 15 Duct loads 25% 445/6 649 1217 Total room load 3242 3974 Air required (cfm) 152 170 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl hltsc&V 2018-Feb-02 06 19,24 A 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8 ndCGLE\Lot77KensingtonReserveSummodandCGLE.rup Calc - MJ8 House faces: E Duct System Summary Job: LotMensingtonReserv.. wrightsoft' Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 2322 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressure losses 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 0.275 in/100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.275 in/100ft 1283 cfm 124 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 110 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 h 822 38 38 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 h 822 38 38 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2246 90 96 0.376 6.0 Ox 0 VIFx 20.5 70.0 GREAT RM h 3950 185 147 0.285 8.0 Ox 0 VIFx 29.4 90.0 st1 GREAT RM-A h 3950 185 147 0.296 8.0 Ox 0 VIFx 24.7 90.0 st1 LAUNDRY c 948 3 41 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 3974 152 170 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 1910 49 82 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3827 93 164 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 413 19 14 0.295 4.0 Ox 0 VIFx 30.1 85.0 st2 MASTER WIC 2 h 343 16 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/KITCHEN h 5194 243 240 0.275 8.0 Ox 0 VIFx 33.8 90.0 st1 POWDER h 1490 70 32 0.288 5.0 Ox 0 VIFx 28.0 90.0 st1 STUDY h 2107 99 57 0.279 6.0 Ox0 VIFx 32.0 90.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 781 623 0.275 559 16.0 0 x 0 VinlFlx st2 Peak AVF 216 311 0.295 569 10.0 0 x 0 VinlFlx 2018-Feb-02 06:19:25 C wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGLE\Lot77KensingtonReserveSummerlandCGLE.rup Cale . MJ8 House laces, E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2016-Feb-02 06:19 25 C wrightSO Right -Suite® Universal 2017 17.0.23 RSU23826 Page 2X& ...ndCGLE\Lot77KensingionReserveSummeriandCGLE.rup Calc . MJB House faces: E 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: O This checklist O 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, a -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). O Energy Performance Level (EPL) Display Card (one page) O 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: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 2/1/2018 6:21:05 PM Page 1 of 1 S'dIS 3/d ZbXZb NIW 21Q2S 2g nndM wn a an) w/fan to roof 3' bath cap duct xsa xaa ewe 82M E g z x 0 0 s z o a m o Us O 3- x %D 'h IDd o o a ,' ° US"1 Q m T n ; /; -t) n c zPPn w 3 v .+ X — m a 0 q a m a x b ui^ idry°r to roof cap Nutone 696RNB 4' dryer duct w/fan to roof cap 3' bath duct nel Air Heatinq, Air Conditioninq & Vefrigeration,lnc. 531 Codisco Waq 5anford FI, 52771 Phone: 407-831-2665 Fax: 407-555-3853 r - Y i me S RECORD COPY S MMOL, L4rt4 Ad Oc-L l a j 17. Kc-As )dL-75 oJ 2liS u1he/ rJC-,044j4#6b d- G oeAe4'ri- / c- ti vim. 2'+' 3 / 1 Z U z Plumbing, im. S4, vpo, o R71wt 18- 1723 N i RECORD COPY DESCRIPTION AS FURNISHED: Lot 77, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. LOT 78 LOT 83 7 co D th 4 O O O N N 00D19'09" W 14.84' I AT Rd N 00019'09" W 70.67' LOT 85 ti — — LOT 76 BP 1$ - 11 L3 DATE Ok to construct single family home with setbacks and impervious area shown on plan. 38 • q % I Sa rma 1((CLv1 d c• - GL D=18D10'58" "I R=55.00' L=17.45' C=17.38' CB=S 08046'20" W AfELHSCO TT CO UR T PRIVATE ROAD)(R/W VARIES) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY W6wu, mac, cnT n: n. rvnr„ancV PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW G 0 IMPERVIOUS COVERAGE = 2,292f SQUARE FEET OR 38.4R SIDE 5' FOR 40' LOTS LOT GRADING TYPE B \O 5 LOT CONTAINS 5,9731 SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 31.5 QQL LMNG AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 744E SOUARE FEET SIDE STREET = 25' CR UISEYVHEM? — AS'COTT A SS'OC. , INC. — LAND ISI UR / fJ YORAJ LEGEND - LEGEND 5400 E. COLONIAL DR. ORL4ND0, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT DL POINT ON LINE NOTES: rIP. IA FIELDIRON PIPE IRON ROD IYP. RLPCC. TYPICAL PC HT Or REVERSE CURVATURE POINT Or COMPOUND CURVATURE 1. THE UNDERMM DOES HEREBY CERTIFY THAT THIS SURVEY MECTS THE STANDARDS OF PRACTICE SET FORTH Or INC FLORIOA BPARD Or QK CONCRETE MONUMENT RAIL RADIAL PROFCSSOM SURVEYORS AND AAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECMN 472.027. FLORIDA SrATVCS SET IR. 1/2' IA •/ILD 4596 NR. Now -RADIAL 2. UNLESS EMBOSSED WIOI SURVET•ORY SIGNATURE AND ORIGINAL WISED SEAL THIS SURVEY NAP OR COPIES ARE NOT VALID. REC. RCCOVCRCD V.P. VITHESS POINT I THIS SURVEY WAS PREPARED FROM TITLE INFORM4l10N FURNISHED TO INC SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PAR POINT Or RCGIN/ING CALC CALCULATED OR EASEMENTS THAT AFFECT IHOS PROPERTY. PAC POINT Or COMMENCCMCHT R!l CRIWO4T REFCRCNCC NONUNCHT 4. NO UNDERGROUND IMPROVEMEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SN D CCNICRLINC NAIL L DIM r. DSL FINISHED BOOR ELEVATION WILDING SETBACK LINE M SURVEY IS PREPARED FOR THE SOLE OCNOTT OF THOSE COM07ED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CNTTY. R/V RIGHT -OF -VAT M ICCIDARK DURNMIS SHOWN FOR ME LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNIARY LWC& ESNT. EASEMENT D.D. RASE BEARING 7. BCARINCS. ARE 84SED ASSUMED DATUM AND ON THE LINE SHOWN AS ELSE BEARING (&&) DRAIN DRAIHAGC ELEVATIONS: LF SHOWN. ARE BASED ON WTIONAL CEODEW VDMCAL DATUM OF 1029, UNLESS OTHERWISE NOTED. UTILUTIL. CHAINCHAIN LINK FENCE D. CERIIFICATE OF AVMORIZATION W 459& VOFCGD VODD rECE CONCRCTC HACK SGLE I— I' - 20'— DRAWN BY: ••• pr- P.T. POINT Or CURVATURE POINT OF TANGENCY CERTIFIED BY. PATE ORDER No. DESC. K$ERIPnaN RARE uNGTN PLOT PLAN 01-17-2017 302-18R p CL DEL IACHORDCHORD tCARING. NORTH THIS SUILDINCIPROPL7tIY DOES NOT UE WITHIN --••- - SjxsmTHEESTABUSHEO100YEARFLOODPLANEASPERFIRM' M X. C,./ ZONEX.MAP / 121170009OF (09-28-07) • R.LS / 4801 0 U 0 U I IVA a. a a s a Q-1 ROOF TRUSSES A FLORIDA. CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 M PH: 772-409-1010 cv FX: 772-409-1015 www.AlTruss.com 1141, TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:77 / MODEL:SUMMERLAND / ELEV:C / GAR L JOB#: 71009 MASTER#: WRCSUCE OPTIONS: 26X10 EXT. LANAI f A-1 ROOFAN TRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Site Information: Customer Info: RYAN HOMES Project Name: A-1 Roof Trusses 4451 SI Lucie Blvd Fort Pierce, FL 34946 Lot/Block: Model: SUMMERLAND "C" Address: 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -86 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. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0193417 A01 12/19/17 13 A0193429 CJ2P 12/19/17 25 A0193441 FL01 12/19/17 2 A0193418 A02 12/19/17 14 A0193430 CJ3 12/19/17 26 A0193442 FL02 12/19/17 3 A0193419 A03 12/19/17 15 A0193431 CJ3A 12/19/17 27 A0193443 FL03 12/19/17 4 A0193420 A04 12/19/17 16 A0193432 CAP 12/19/17 28 AO193444 FL04 12/19/17 5 A0193421 A05 12/19/17 17 A0193433 CJ5 12/19/17 29 AM93445 FL05G 12/19/17 6 A0193422 A06 12/19/17 18 A0193434 D05 12/19/17 30 A0193446 FL06GE 12/19/17 7 A0193423 A07 12/19/17 19 A0193435 E01 12/19/17 31 A0193447 FL07 12/19/17 8 IA0193424 B03 12/19/171 20 IA0193436 E02 12/19/17 32 A0193448 FL08 12/19/17 9 A0193425 B03E 12/19/17 21 A0193437 E03 121191171 33 IA0193449 FL09G 12/19/17 10 A0193426 B04 12/19/17 22 A0193438 FG2 12/19/17 34 A0193450 FL10 12/19/17 11 A0193427 CA 12/19/17 23 A0193439 FG3 12/19/17 35 A0193451 FL11GE 12/19/17 12 A0193428 I CAA 12/19/17 24 A0193440 I FG6 12/19/17 36 A0193452 I HJ5C 12/19117 The truss drawing(s) referenced have been prepared by MTex Industries, Inc. under my direct supervTsTor Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, per ANSIrrPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[sn referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) 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 [Al Roof Trusses or specific location). These TDDs (also referred to at times as 'Structural 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 Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. engineering responsibility for the design of the single Truss depicted on the TDD only: The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 on the parameters provided byre-T rwvr Trusses, 3B BCA22100 0000004C1287DF r Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE No. Seal tt Truss Name Date 37 A0193453 HJ6P 12/19/17 38 A0193454 HJ7 12/19/17 39 A0193455 J5A 12/19/17 40 AO193456 J5C 12/19/17 41 A0193457 J5E 12/19/17 42 A0193458 J61? 12/19/17 43 A0193459 J7 12/19/17 44 A0193460 M6A 12/19/17 45 A0193461 M613 12/19/17 46 A0193462 MG7 12/19/17 47 A0193463 VM3 12/19/17 48 A0193464 VM5 12/19/17 49 STDL01 STD. DETAIL 12/19/17 50 1 STDL02 STD. DETAIL 12/19/17 51 STDL03 STD. DETAIL 12/19/17 52 STDL04 STD. DETAIL 12119/17 53 STDL05 STD. DETAIL 12/19/17 54 STDL06 STD. DETAIL 12/19/17 55 ISTDLO7 STD. DETAIL 12/19/17 56 STDL08 STD. DETAIL 12/19/17 57 STDL09 STD. DETAIL 12/19/17 58 STDL10 STD. DETAIL 12/19/17 59 STDL11 STD. DETAIL 12/19/17 60 1 STDL12 STD. DETAIL 12/19/17 61 STDL13 STD. DETAIL 12/19/17 62 STDL14 STD. DETAIL 12/19/17 63 STDL15 STD. DETAIL 12/19/17 64 STDL16 STD. DETAIL 12/19/17 Page 2 of 2 Job Truss Truss Type RYAN HOMES / SUMMERLAND A0193417 WRCSUCE A01 10tyHipGirder1 1PIY 1 Job Reference (optional) At Root Trusses, Fort Pierce, FL :14`J46, oesigniglaitruss corn KUM O.tLub "W IC&Ulf r•Il ll. o.•cva•.w rL cv •. ,m, cn nwaao• , m. •vo vc 010 = 2x4 II 3x6 = Sx10 MT20HS= US = 2x4 II Dead Load Defl. = 5116 in 400 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No 3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 8) Max Uplift 2 =-825(LC 4) 7 =-825(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1712, 3-20=-0367/2231, 20-21=-6367/2231, 4-21=-0367/2231. 4-22=-63672231, 22-23=-6367/2231, 23-24=-63672231, 5-24=-6367/2231, 5-25=-63902241, 25.26=-6390/2241, 6-26=-63902241, 6-7=-5135/1710 BOTCHORD 2-13=-1489/4652, 13-27=-1485/4668, 27-28=-1485/4668, 12-28=-1485/4668, 12-29=-2125/6390, 11-29=-2125/6390, 11-30=-2125/6390, 10-30=-2125/6390, 10-31=-1490/4663, 31-32=-1490/4663, 9-32=-1490/4663, 7-9=-1494/4648 WEBS 3-13=0/504, 3-12=-7322061, WEBS 3-13=0/504, 3-12=-732/2061, 4-12=-690/480, 5-10=-700/478, 6-10=-746/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cal. II; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4. and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 238 lb up at 23-" on top chord, and 365 lb down and 82 lb up at 7-0-0. 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11.4, 88 Ib down al 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 82 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pll) Vert: 1-3=-60, 3-0=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F)11=-70(F) 13=-365(F) 9=-365(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-123(F)20-123(F)25=-123(F)26=123(F) 27=-70(F) 28=70(F) 29=-70(F) 30=70(F) 31=-70(F) 32=-70(F) a.r.lruryrm..r•1Iro01tn1efxwryarwl!M4tWCmm xrOriflx/1CClf4ltrbn rrrar,r.ernrn rs.rrnr,yr.gllrflrr i asarl brR.tbats nr Nura.irsal.rllb.ab rinow 4rsulrnrrrle r ar rtbasly ys. F. sloglq..M1r r.glll oem.w4r 4rr+.a.'m eldrrrrM 4ru ue ru+eruwr..minl. 1`d*W— .L"s r.P..aW A,nthpry T. Tanbo III, D.E. 1•r4Mlm rgYrrhr,.y.YiYl/r0.w.rOwn'nrAa4,..rY14Agr..Yarn/ref.rodrrdYilY u.11M1i rqr.V/rIY.1grY.v/rUm.ayl.y rq..a+a.r..r,rirr.y.uy4 0 80083 rrrysty..lr.r u.nrr.rarrr wal r,4rrr I.n.asv we.OWrwuhalrwn s.sr rra molar,rnbwrimnrw4rbnrrK..,I.oM,xhr. rinnrrti..am 4451 St. Lucle Blvd. ar. atNabt(xtae algaa.nrlhilaaa awbM Ir bmrap bpa b101A Wgrar,• b.al.ra InM I.;Wg 111a110d0uralrtla1111 Fort Dlefre, FL 34946 grub 07014 AA 11WIMn•Adnq 1. IIW10,1P.1, kpdrnmd IN$dumM,u of Ma it prAd'ad.6016 bitblpeittirhm A 1Id 6„sn• AWbt 1. 1400 W F.I. 10 Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUCE AO2 Hip 1 1 AO193418 Job Reference o tional Al Root Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:33 2017 I D:?s0OvIIzBGko2hFpRYibzzzOpep-1 O8c?LksUpdVxsFjOB VAHN4?gTbvpO2OHS54 Rl r1-0-0 9-M 154).0 21-0-0 1 30.0.0 31-0- 44 = 3x4 = 44 = Dead load Dell. 318 in 1[ 1V 34 II 30 = 54 WB= 3x4 = 34 II LOADING(psf) SPACING- 2-"CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 062 Vert(LL) 0.36 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.7510-12 478 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.46 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.16 12-15 999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 6.0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-709/0, 3-4=-2162/1409, 4-5=-1918/1412, 5-6=-1918/1412, 6-7=-2162/1409, 7-8=-709/0 BOT CHORD 2-12=1089/1904, 11-12=-1345/2186, 10-11=-1345/2186,8-10=-1092/1904 WEBS 4-12=-94/494, 5-12=-463/310, 5.10=463/310, 6-10=-94/494 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; 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 d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 6) ' 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-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard q•enrb Rmnb•/1l0earueiVtitriana11117rIDy0[14(r110.1`tfl[11tl11pe1R61rY. MqM•lr nr,rlr,.bimlef•br 11<jdrr..111.Ir e,rt bbin f eMnwr tlu•..n atl.FRy WNo•rli7rr 4bnr1blblL'Y M4 4llmle•l rxw.11.1b bniwgl•17=1 1/•Iti+1 1aR.WlYMYo rv*6.14W YI•W.re Ui hYv nvgrlbt oVe wY Anthony T. Tonitx1111, P.E. I.r/M7mlb gYlbAbY,ry.JIq r Aw.b Own'1Wbn..n•UMIInT.,.Ye n 6KYCIdbId1.11 1i.11M1A 6grMlb Ndy Wru/Mhm w1*%b4q J 80083 Y4i1 1gnrl m U.MYM.YIMd6bed.i1/YY IAedSb!YY.e.1Ry Ndnh111.11 1n1ir llrps/1 UleilfbnywJY.ltln/Yhn1h•.,lm1k.*lgrrMlmib..lie 4451 St. We Blvd4anbWbIIOIOnIy. Mi,n1b11 M1b.rlr.l4.bgi•YyM1y,.1g1,.bp. /r1e0e +rw e+lanY.r.lnl. Fort Plerce, Ft. 34946 gpiebO 14A•lkdfmwl Ar6wrl.Ire0rR,1.1. kpM lisald'nl prn,u.ryMaitptll'Mr4lrrllbnibarereiniu6r A•1lydtnun•ArMryl.hoMN,11. Job Truss Truss Type RYAN HOMES / SUMMERLAND A0193419 WRCSUCE A03 Hip 10ty2 1PIY 1 Job Reference o lional Al Roof Trusses, Fort Pierce, FL 34946, design(dattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M,Tek Industries, Inc. Tue Dec 19 14.43:33 2017 Page 1 1 D:?s0OvIIzBGko2hFpRYib=Opep-1 O8c?LksUpdVxsFjOB VAHN4zZTcVpUDOHS54Rmy7O_O 1 7.1.8 11-0 0 19-" 22-10.8 30-"1 1 7-1-B 3.10.8 B-0-0 3.10.8 7-1-8 1 5x6 11 5x6 1/ Dead Load Dell. - 3116 in 46 II 30 = 4x6 = 30 = 4x6 11 LOADING (psi) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 076 Ven(LL) 0.58 13-16 622 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 ' Rep Stress Inv YES WB 0.19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.36 13-16 995 240 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 20 SP No 2 'Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-&0, Right 20 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/55, 34=-2186/1561, 4-5=-1968/1385, 5-6=1800/1341, 6-7=1968/1385, 7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953, 12-13=961/1800, 11-12=-961/1800, 9-11=-1266/1953 WEBS 4-13=-362/394, 5-13=-1521438. 6-11=-152/438,7-11=-362/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=5 Opsf; h=25ft; Cat. II; 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 i3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi 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 a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard h.n.veyiin•.r•,rlo mAlf(YUe'p17111!b111a410UlnnWibiFr)xe1f,Ilnlirbn iMr w d b—m4rob*e.-gPmrr bowihdb 4 if bb-$%own- Uin,+n.n.r.r a1.r, crag..e.4s,vsr rrnl.rnrr,.nn,ryt..y,.timqu,.r.rr..rnrewe.con.,erran.r.,eir yrrr r.fr„riw.rnr.b..rsnnnku*e>wirnir d-hWLm+t Anthony T.Tombo111,P.E. 180083 b, b4yb1 .r r4r iwr.rrrrer,,r., pro+n.ro..+,.rbd*+.rb+4rne...rrn4reCrr.ir db+ee rrnu r xrmr w..xriw.aa b,r*..wr..lb. nerrnq.,sri+ wr..irar 4451 St. Lucie Blvd. Fort Pierce, FL 34946Os.l„bilMit.rogN,r.b.,eiyirr.i.wbi Ili b.,Yq, hpnngirbYbibnys,.brxl.o.lpnlgrhl Y,p eMsno.MM.lei e ( hP,(1i07414 A4lid linut•br4iry l.Ib.b U.1.1. terdndi• digs immm, ibnr Ism is rebd'ud.6044 onww%i rbw kl 1W hesm• bAML 1406r111, 11. Job Truss Truss Type ON Ply RYAN HOMES / SUMMERLAND WRCSUCE A04 Hip 2 1 A0193420 Job Reference (optional) Al Rooi Trusses, Pon Pierce, FL aga4b, ces!gngalwss.com Kun: 21.1"Z0 S Nov 12 Z017 Pnnt: 0.120 S Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:34 2017 44 tl 06 1/ Dead Load Deff. = 3/16 in 4 E 0 06 II 3x4 = 4x6 = 3x4 = 4x6 II LOADING(ps0 SPACING- 2-0 0 CST. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-". Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395,5-0=1532/1289, 6-7=-1926/1395,7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532,9-11=-136512017 WEBS 4-13=465/531, 5-13=-223/498, 7-11=-465/531, 6-11=-222/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cal. II; 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 sand forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom ehord live load nonconeurrent 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 a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard uq.!wr.ywn,..s7llrglW6iviT0•iaq I!Uilf01e4rr111110e11m 1!I14n11a41rb 1rTry p.mi wndrh wins— r*bm9mgadb•eq I!ub I,r! eennwTlrl.0 rru rnn mr.wRr wneolrlcrrwr4•m rm•1•o.Tlkyllr..p,.fplTy..rrr.tnlprn I.g.n4rtiur! ,e•r rlrrhod% AnthonyT. Tombo 111, D.E. rnerlrwrgwrllr,y. 4rr...ro.rl.rmeew.rre w*...o..T4bxCroirs!rwylrrmto•gr•+rrinr r!I.u+rim•.ayl e lr*..uarr.rrrrny.Jy4 ISM3 Y rTrrrlg rire us1nY1•YrMrbrle rr 1 nm .4laybr r1 n.Tr..afl!rimh0.7 Wt .., s.. bWW"..M .?n1 ny.r,rm Y nillp.,u•orfq!y...lnn aiaf..ro 4451 St. We Blvd. Os lurr111,1TrIngrT.lAiArl.wlr lr6•nrCt•ITp.bglrWryiY^.t,rf.esly..eglay nw ew•arerr./.mI Fort Pierce, FL 34946e(• ry1 N01011Ad1.bnvl•b0a11.teWN,11.4pMwlirdditMwq,uurhnn i.IraMgiNemnKl Ivr61 kllwlh.un•b0or1.Ip11N,11 Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0193421 WRCSUCE A05 Common 10ty5 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:35 2017 Page 1 ID.?s0OvilzBGko2hFpRYibzzzOpep-zpGMO0m70RtDA9P6YcXeMn91ZHCwHl7lkmaAVfy7O M 15.0.0 + 22-0 1 I 30-" 31-0 p 8-0 p 7-0-1 7.0-0 7-11-15 -" 5.00 12 44 = 30 = 4x6 = 30 = 06 II 06 II Dead Load DeB. = 114 in 1C4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip IDOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(CT) 0.08 10 n/a Ma BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 34=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552,7-8=1996/1528, 8-9=-2207/1601,9-10=-944/109 BOT CHORD 2-14=1295/1966, 14-23=-737/1363, 13-23=737/1363, 13-24=-737/1363, 12-24=-737/1363, 10-12=-1299/1966 WEBS 6-12=471/701, 8-12=425/553, 6-10-471/701, 4-14=425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load noneoncurrent 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-" 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 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard trw. tiur.iin... r•s i IOV ieRp(YIIrl O19u ten rw omnnuceior;rlrmnnmirr. ti,e.,r I,r,r.n.r, i.,,serw,(ni.1rr i ie rlrt arm treia...0 tsar.,. or.w iaM rtii.e piurr,rrteitt r u r,.bmtna4r0, fiuwln.Ke rw.lta o x+ •wn.,4rrs,r.,a.rr rtrw4r,.'tM,iem.r0t.t.rsinl nanr,w r ratore+waft Anthony T. Tomho III, RE r.4rrnr w er,.y.rrl4ro...ro.w',.Sri*+.r tyn*...rm4socrsrsrrwerrnunyr.wixrntr.rt+i..+win,.angdogwn..mtrr.rrrrml.rui4 080083 rt tr,rw..Wnm u..,aw.rurwimerHrn4rmrll rwnlr.e.rytorrrititerwn,d..rrP"rr wlomnrmiwt4.nrr,4rbn,te,.,bmtn4dr.rlm,m..,su u51 St. Uxle Blvd. s...iwwetro rn....heinn.sr rbx,Irgbp.etpirMl rup,.b.u$xwlipl./R1e4 YgirrY..tanler.xel Fort Place, Ft. 34446 elytiO07016A•1lodlnssn•AAigl.Iedelitf.l. kpe4issisdoisdeta i.'seeybiaisp A&Wvdwfkwinniomhuahooklleelbria•AAnr1.led.0,r.1. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUCE A06 Hip 1 1 A0193422 Job Reference o tlonal mi moor r russes, ron rrerce, rt. any.o, oesgntga l truss.com Kum m izu s Nov R zu1 r rnM: mizu s Nov 12 zu1 r MI I ex In0ustnes, Inc. TUe Deb 19 14:43:35 2017 3x6 = 6x8 4x4 4x4 = Dead Load Dell a 7116 in 44 II 3x8 = Sx6 WB= 318 = 4x6 II 9-0-0 21-0-0 30-" 1 9-0-0 1 12-" 1 Q-" r Plate Offsets (X.Y)— 12:0.4-3,Edgel, 15 0-2-12,Edgel, 16:0-3-0.Edgel, 112:0-4-3.Edgel LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL• 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 070 Vert(CT) 0.79 14-16 454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.21 14-16 999 240 Weight: 150 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-0-0, Right 20 SP N0.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, on accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 12 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=730249, 34=-2248/1576, 4-5=2086/1470,5-7=-1723/1251, 7-8=-1904/1404, 8-9=-1897/1384, 9-10=-2056/1441, 10-11=-2244/1560, 11-12=726240 BOT CHORD 2-16=-12902006,15-16=-1367/2180, 14-15=-13672180, 12-14=-12812000 WEBS 4-16=-187257,5-16=-249/471, 8-16=462/344,8-14=-346/369, 9-14=-290/509, 10-14=-174296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116m0; TCDL=5.0psf; BCDL=5.0psf; h=25ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi 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 a rectangle 3-6-0 tall by 2-" wide will root between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 413 lb uplift at joint 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the lop and/or bottom chord. LOAD CASE(S) Standard n.l.orur.rMrynr..r••ollo lotferyuU'laxnr o!lwltneonolnlo.lve0ruomrlu•ron hfi.yps.nrn,•rn.Nirrrrbryr.gtaelrrmgo odrar: binnl+H.•ry d„r.wew.r4.r rb•mrp••dbwrrlllrbr+r rnu.nle I r.y,.Wrru wyru+.glllrgwa.•wr r+rr irr.i•w ra wrrrro+ruyrhnrr4ol.rnl.b.oenu n+ro4nwp.t rarml.n,drq Anthony T. Tombo 111, D.E. rrrr+loin•Ygl,+rrho,.•OYI+rOwn.rOro'•i,W14r/rlirilu*r.rumen+rRrrdrldl yd,rlFl rq,•.++rlergWv/r4.u.li VO1n*,.Nrdln•Ja rn+fa iy+ J BODO] r WrlbWwwtwr Urn tor. bmdr rer/rpbnoftha"rl lgMor.e.IWrarrh nldU+ arrro+rps+r rr CII IilrY nyniindYn/rin•rp..igo1y(y Innlari..re 4451 St. Ulde Blvd. An.x•YdA•Ir•erer *•e.r hdnrr rrArl IY hm ry bp+xglr Mrtilnyr,•hruhslrpw lgrrti xfgWYsllnn Wl iel Fart Pierce, FL 34946 rryrilb0l01141I1dhr• ul•Albnll.lmllN,ll. tip•MioldllbbrleM,oalMailptlil'1ri0lpMwiq+Nreifvu6•e114dbnul•AAIryI.Ilbllll,Il. Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND A0193423 WRCSUCE A07 Roof Special Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design(Ii4Jaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M!Tek Industries, Inc. Tue Dec 19 14.43:36 2017 Page 1 I D:?sOCM IzBGko2hFpRYibzzzOpep-S?gkeMnlnk?4oJ_ISJ2N?hO W hYoOhZtzOJk25y7o_L r1-0-0 6.5-7 1411 I 18.6-4 I 23-0-0 1 26-1-3 6.5.7 4-2 8 3 8-0 4-2-4 4-5-12 3 1-3 3 10 13 40 = Dead Load Dell. - 5116 in 2A 0Cm Sx6 = 4x8 = Sx10 MT20ms= 3x8 = 6x6 = 010 = 10-8-0 18 6 4 I 23-0-0 I 30-0 0 in.rt.n 7.tr1.4 4-5-12 7-" Plate Offsets (X Y)— f7:0-5-00-2.0) 19:D- 0 0-0-101 11.0-3-0 0) LOADING( psf) SPACING- 2.0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.61 11-12 587 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.86 Horz(CT) 0.12 9 War n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 11-12 999 240 Weight: 172 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T4: 2x4 SP M 31 BOT CHORD 2x6 SP No.2'Except' B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss enaction, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1828/0-3-8 (min. 0-2-3) 9 = 2771/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 540(LC 8) 9 = 929(LC 9) Max Grav, 2 = 1828(LC 1) 9 = 2771(LC 1) FORCES. ( lb) Max. Cornp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3626/1083, 3-4=-3324/1033, 4- 5=-3308/1021, 5.6=-6027/2023, 6. 7=-6027/2023, 7-8=-5790/1939, 8- 9=5801H966 BOTCHORD 2- 14=-974/3266, 13-14=-1590/5317, 12- 13=-1590/5317,12-21=-1683/5396, 11- 21=-1683/5396, 9-11=-1723/5235 WEBS 3- 14=-316/299, 4-14=-662/2255, 5- 14=-3048/1123,5-12=453/1015, WEBS 3- 14=-316/299, 4-14=-662/2255, 5- 14=3048/1123,5-12=-453/1015, 6- 12=268/193, 7-12=-331/776, 7- 11 =-328/1290, 8-11 =- 139/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 2 and 929 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 238 lb up at 23.0-0 on top chord, and 1522 lb down and 540 lb up at 214-12, and 365 lb down and 82 lb up at •22-114 on bottom chord. The design/ selection of such connection devrce(s) is the responsibility of others. 10) 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 Increase=1.25 Uniform Loads (pit) Standard Vert: 14=-60, 4-5=-60, 5-7=-00, 7-10=-60, 15- 18=-20 Concentrated Loads (lb) Vert: 7=-193(B) 11=365(13) 21=-1522(B) r. r.ryim+.r•riroa!uusfvmrjanu!!unrmrocennoyvrtnuoomlkiavr. n eruri•r.ir,.w!.nrwrw.Pplrr'rri Ir,Sr! rrn,usis N e uM..sri.r!o.• riri. i.0 p,udrarr ral.r.a Anthony T. Tomlx1111, P.E. r.. rbl..r.yWghr,.y.J rr/.rr,Y/..rV..4bA q..rW.iln.,.r.nrrlcrsrrraras ur rn!11kW dJ1wW.0.rw..rrlm, 4 BM7 r l:pry.rlral. U.bum.rl rr erprferwlu rlat.rue.!pgpYJnhmrw n,rs.Yr p.i'r wl.rrrnynr nrrirrenirp.,imrrw!ywrunfrr*..re 4451 St. Lucle Blvd rt.. r b4rri. rl..e7r*...yri..n.+rr !. b.nrtlp h..1ri r W rxp... h.u$s.hpr.Iy eW Y.bYrxtr nUr.111i Fort Pierce, FL 34946 MI+ i1b0701/114dhnxf•A.Mryl.toeLlO,r.l, ppMa!ie.alibis dKow,may Nix irrrhdW.imfowr nrxroniah.e4.11Wliont•LrMryLbob.l0,r.1. Job Truss Truss Type Ory RYAN HOMES / SUMMERLAND WRCSUCE B03 Common JPIY5 1 A0193424 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:37 2017 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep•w8N7rinNY27xPTYU OZ6RCE k 15tSlleOC43HaXy70_K 1-0 0 6-5.7 10-M 14-10.8 214-0 222.4 1 6-5.7 + 4-2-8 1 4-2-9 1 6.5-8 rt-0-0' 40 = Dead Load De11. - 3/16 In 3x6 II 5X8 = 34 II LOADING(pso SPACING- 2-00 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Verl(CT) 0.35 10-17 726 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.06 10 999 240 Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 SLIDER Left 20 SP No.3 1-", Right 20 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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 = 913/0-3-8 (min. 0-1-8) 8 = 91310-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 16) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 34=1433/1075, 4-5=-1127/850, 5-6=1127/850, 6-7=-1433/1075, 7-8=-923/55 BOT CHORD 2-10=-832/1271, 8- 1 0=-837/1271 WEBS 5-10=394/604, 6-10=-370/444, 4-10=-370/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurtent with any other 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-" tall by 2-" 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 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard r 6.yl-ft'J4FW1 MNU1nQrA1Mr MOM M1W1'=r)AW:1l6A1rr.Mp/y .r:rrs•WLmr;h%V"PMrrl"i InfewrIbUMUwli..0 13n M.wrd•FOl•A rta..oi+..wrndrrrorr,er n.umre y..t,.ymrrlq.rr,r.ql•pnm.R.ean4rvdur,n errwgrrr:g4rufnn: gnr•rm•k..m l hr+*ev.4r oegwa."W" Anthony T. Tombo 111, D.E. r.•4rlwrrq NO br,rynelq/rO.w,YtA•I.M•E,i*I.rO.Yr Ory.,.r.44rOCr OfrrYdrlh irml OrpNlrlllrgWnr4MIm. r4gl•OR4.*.rd•.r Y•,J11Yrnynirr/ 0 8 r lryMp..rir.r urnur.rglrrperrrpsn r DW p.rpr e• lnq., ,t.hl...inna.rr..,a. eArrinreiva.lrs i,wryrnrlon:w.sr . aianrn rr run4r m r•nM MSI St. Lude Lude Blvds..,arti.tr.err r.v.nehar.n.wr irA.nnutrtr•.lrirYYrll•,.0•rh.sb/w/q..4 YyrlMr..r..nM.l.ml Fort Pierce, FL 34946 ryrgb010111•I4dhmn•b4ayl.heMm,rl.IrNd.oL.dib.Wrra.uurMahprl:ddv6raMwinto p"N ti011bN414dIWO-AA•r1.ledo0,rJ. Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND A0193425 WRCSUCE BO3E Common Supported Gable 1 1PIy 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run; 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43.38 2017 Page 1 ID•?s0OvIIzBGko2hFpRYrbzzzOpep-0OxV32o?JMGoid7hDk5L OnyUSBUoX9Okog6zy7O_J r1 0-0 10-8-0 21-4-0 924-0 r-0 0 10-" + 10-" 1-0-0 4x4 = 30 II 24 23 22 21 20 19 16 17 16 30 II Sx6 = LOADING(psQ I SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 14 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 000 14 n/r 80 BCLL 0.0 ' Rep Stress IncrI YES WB 0.06I Horz(CT) 0.00 14 n/a We BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 110 Ib FT = O% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-6-7. Right 2x4 SP No.3 1-6-7 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 bracing. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-110(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22. 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271, 8-9=-115/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-" oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9) ' 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-" wide will rot between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19. 18, 17, 14 except (jt=1b) 24=110, 16=104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard m..rwIITYmeol7mnit)xIu1HgOttoa,1lmulttrDlxatgllWcr4+.rrrhq,rrr+win ue,rmrAm" II.4,arltamfinis-wur•.-mW rtn.q elrurr n+wr,rrrl».. rl p,I.nhwbF•W.1IIoO1bP••ibN/.g1M, ,I .uP/M.+9dy.1nlPtYlirYY IrY 6nlipr•rnldbr.nu. Irr,m.r..r4m. rw And"y T. Tombo Ill, D.E. rwrr r,nrRe.yos+c mrrrr.re.,r,r.r+Wrr lnr..r,rerrn.rnrrl.rl.uti.rrul ne,+rrlsrgru.,rrn..ar.l+a a •e..rl aerroe.+rr+ s SM3 wow. Ie rtwr u+rr.rlsrrlmmrtre~,rdrryr rtrnr.r.Iasirrwbarfouwro.'I.rurwu INOwn" n 4451 it. Lude &vd. wMdkr( r,r rt.ngFdim .rd Fort Place, R 34946 l4p+ ytl011144.1 trd tmsn•ArOrq 1.IMM m,It terrMiMdMlrrra+wrbai+'J'Jin4.Awllb omnlarsw.6N1•I Arlbnuf-AcWgl. trd. m,ll Job Truss Truss Type oy Ply RYAN HOMES / SUMMERLAND WRCSUCE B04 Common 4 1 A0193426 Job Reference (optional) w, ..-. v, vw•y. •,a.uuaa.wm nun, o..w a .•W .c cu i i I[ Z11 m Iex mouslnes, Inc Iue uec l9 14:43:39 Zu77 Page 1 I D:Ts0OvllzBGko2hFpRYibzzzOpep-saVtGOpd4fOffniinRca WdJ4OuZIDCBJfOYOeOy7O I 1-0 0 6-5.7 10-" 14-10.8 21.4-0 1 0-0 6-5-7 4-2-3 4-2.9 6-5-8 40 = Dead Load Dell - 3116 in 3x6 11 5x8 = Us 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 098 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horc(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 Weight: 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 WEBS 20 SP No.3 SLIDER Left 20 SP No.3 1-". Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection; in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3.4=-1436/1081, 4-5=-1130/856. 5.6=-1131 /857, 6-7=-1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274.8-9=-874/1280 WEBS 5-9=401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psi 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=245, 2=274. LOAD CASE(S) Standard q•M•D ft% nm r-I IV i1r141('Axl wail i!COl10iO1eeVII6W1•.nr r nr.ee4.ol 4 a.rrtbll I bau. binmfMlen n Wua•sa o•I.r1A.i+1 wsu.. 4.rrn+rr ewr r 114•r al y r rmrnrrn+N.lruer rpm/r,r rtr. n aw.+r 4 ur Trgny •qr rry+r .No.0 qM.r nlJpr• ln+. Ivry m.•r.Irgarr 4 wwy rro+ r.tint.er4nrwa+u+i0u..i0..hr.n4rrrlarrrq..Yrm+r M.rrrrkrri4.rrou. h.+rlsr Wr +rla Anthony L 111. D.E. reee lry.rtw.ue ur•rr4rr nrlrr,+rw I.r..1+11+u.paq.rsrhmrtrrnw.rr '"I" Oi4•"eir•.+rrr.ry.rgr +WM 3p. 4/i• IMNnrnpe Irrrr,/rhur p,r rgf*wrbrrds,Y 4451 St. Lucie Blvd. e..rrsrk tsegrw••rlral.w nrw trrrM rr+.eolrr aq...u.nrn.l++nwir narmlrn ina.ow r 07016AlbdLnrn- Aeea I laNRP1 rMriudoirlrlrr4i l aif Jdibi:.tlre6ramn rittiwErrl•Ibdlmsn- 1 Ird•0,11 Fort Pierce, FL 34446 14PVb r• N' M M Ar0a1• Job Truss Truss Type RYAN HOMES / SUMMERLAND A0193427 WRCSUCE CJ1 Comer Jack 1011ry6 jPIY 1 Job Reference o tional Al Kool trusses, i-on tierce, rL jqugo, oesignea wuss.wl Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc Tue Dec 19 14:43:40 2017 Page 1 I D.*)s0OvtlzBGko2hFpRYibzzzOpep-Km3FTkgFrzW VGxH3L97p3rsJB185yi_Su2HxBsy7O_H 1-0-0 0-11-11 1-0-0 I 0.11-11 1.5u4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 000 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 37(LC 9) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (Ib) 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=116mph: TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, S. LOAD CASE(S) Standard e•q•1r•r•ylmr.b'/114eM18(lNIr N19311!115110r/M11Ib1W1lIIrlxllrnllUlMb Irr type•nlr,rrn.oelmlMgrbrA Wlrrb•I IrrRll.irimlbeHln.• WuMn.nrd.riorr rulm pluirnrrrm•bnn n.1.,1b„y..pa.!r.,r14•..rnd.rar,4om.wnen+rxrnl.rly.,yet.,w,rrr rruf l.11gworle.q..lo lnl neyn..rn myure..m rr Anthony T. Tombo 111, DE. I rn,nllner w.inr,.l.eun+ro.n.ro..r..trip.rrr re*...rrn rnrarridralrrmlrq,l rnrMwnr rl,.lr ragry..err.trrrny.uul 080083 ri.egny.rlrw u.rur.rlmrrpeo rp.il4rrr iw rf v r.binsgMrrlhmrsuw,s.rrps4prl wlaMrny.Wr+run4r e1MQ.,InnrM!gnrlmlllora.e an 4451 St. We Blvd. Menu WAr!•myrgo•argyir•re•wIM 1is bmW*tq.nblDlr ryb•p•. F,ubas yr• Ow WI Yy.Crr—.6% 091 Fort Pierce, Fl. 34946 htlpY1pt014411od 11ofsn Arbioy l.lrelo N, li. hpo4oipiodd'n lolo.w.uory ble,iipollik4•aM4Mnbbolor.iltiw6ob 4•I rod lnssn•ilodrry l.IeNio tll,lt. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUCE CJ1A Comer Jack 2 1 A0193428 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc Tue Dec 19 14:43:40 2017 Page 1 ID:is00v.lzBGko2hFpRYibzzzOpep-Km3FTkgFrzMGxH3L97p3rsKL18Fyi_Su2HxBsy7O H 1-" 0-11-11 1-" 0-11-11 20 = LOADING(psf) SPACING- 2-041 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matnx-MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers 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 Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = B(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) 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=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=15k Cat. II; Exp 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 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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 rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard q.iw.. !!m.r'riiO4 WIS(VUErOrN3111900"(010,WnuMo UMIrr. 1ri.nM,+sr.p(!glrrMom l I.W.Lbb—Shnlen.0 w0.m Plan .akorrrne.kqu Anthony Tombo 111, P E. r..rur. rwer0nr„y.wr rro..,ro..r rws+. rwyr.,.r rn rOCrrrs!rrtiyrrml 0.yr.r rinr w. r!. rye o.y.srr.rr..l wkrny ou!r i) r trrhrMq. rmu Mr mw.ruer panrp r.n bw kwrfta!irm.PlfONkkrkMr3u r.arrp.rprn O/i nbny.Wr rtln/r6mOfp.,!m k,p!gorlmri!.rv..rn I leBlvd r..urrh ir.r ry...a q+r..n.rr ikkmMotq*ner0!1bW% ny.,.ebks.kwrnr+4 u.iwwo—O w.M1 a Fort Pierce, FL 34946 ppirb0111/1• Ilydb.tsn•rrdprl.loWm,rl, hpriwiisddifMare.i.rylaairp Y lnel.elwiMnbinrr oi tiwhaAllodrmxs•Ararl.loo1.0,11. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0193429 WRCSUCE CJ2P Comer Jack q 1 Job Reference (optional) Al K001 I rUS5e5, ron nerve,ogaircsayvo, esn d russ.com Run: 8.120 s Nov 12 2017 Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:41 2017 Page 1 ID:gYaJJk63pYYsBAHldslpgjy7ODPoyddh4qur-HeMu4sGuse2c2PVBIUKh9Dc7il Vjly7O_G 1-0-02 1-5.11 1-0-0 1-5.11 20 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (lb/size) 3 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Glav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., 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 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3,4 except (jt=lb) 2=109. LOAD CASE(S) Standard iru...m+.drinarslwNelryarnininrwaouunmgronnunomwurrr.mur.ri err..aM1nn*ti.palrrwarrl,sarw.munia«e MPKb9 UWWnmrins++Y.r uno.Mtid hnrky14p4 7F'ib rWwgM 4.crt+Ir hu gw eirJMrrlr Y M4niMdroYlMah.reml. M1.W.u.r.t.i-W Anthony 7. Tombo lit. D.E. r..rMi.ur.min I,% y.Wrrdrr...ronw'.ftbdwr.ursbwboAq.rrml a 80083 p. bb"lo airo' won too. rnrrri.emwpgd ndrryuu.dsto!Wr mMlrreuhmrrr tlu..,r+P.drdm mi96"b"MW>,nr0"dr"51 St. Wde&vd. s..vAdr. ir.ao•dn db+i•r+ irrm,Ycpbp.alOirYa or,.Y.u1p.4iwdago+bq YyartlamnnYM.ml Fat Pierce, FL 1o9d6 e ($pro01/ 1oA•1lad61sin.hilim utall,l}, GpaiamadeilhmoKioalkraispANWwitofawitopro"lim41lod6asus•AArgl.lamb III, I'L Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUCE CJ3 Comer Jack 6 1 A0193430 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design®attruss.cOm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43.42 2017 Page 1 ID:?s0CMIzBGko2hFpRYibzzzOpep-G9BOuOrWNamDW ERSSa9HSGxep6pEOcTILMm2Fly70_F 1-0 0 2-11-11 1-0-0 2-11-11 1.50 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% 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 2-11-11 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) 3 = 69/Mechanical 4 = 28/Merhanical 5 = IWO-3-8 (min.0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (lb) Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Enct., 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) Plates checked for a plus or minus 0 degree rotation about its center. 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 bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will rot between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard tny.nwr..,o.. r•t, Ilp I04p(Ytltrstnu nus twxecsmloyvrutouronnw,r In t,nrwrlR+"r.rr,.r 0.,,,ye.potlrr r o Ir. e,rt er,sr tr.le.,.0 un+,,.n, mr.r la rr rtn,\,rr,mr.rrrnl.M,ar t,runtic,rM..pr.frnrl.yrtr.nF,pem.rrpa,errr.,w.psi,u,rlrrrq r,.fmu4aorm.A..teoxo Irr,e„wtoararanr reR AnthonyT. Tornbo III, D.E. r.r riwnbwl er,.,r,Yg/rows.rO..,1.ih.M.rrY1 y...Mar tra Crs rsYdYiytifrllN b nr/rW doW-Ob1.0 r,l lr\I rl.nYrrhlWlrrnt"irq 4 ) IAy\,qnr Wsr U.buw.\IMrr nr arq rMyl.rlv.1\ru.rY0,111 nIrSU n,rNrpni, Ou aYn\ny.rl\„rYn\Yqt\,p..imYfolTrrinn6ife.dut 4451 St. Lude Blvd. nrYrl Ilr rnrtl l,.ngir WrrYr,..1Nf.es l,pM wrM Yop,brin,nnW.lxl Pierce,, r.rlBrMrlrre Ngn..,\Itl r..r FPierce, FL 31946 hpi1M0>O11411r11,nut•Jr6rry l.IreSr ll,1J. k1,Jrio,Yd'n Mrra,'saf bre.nr,rHael.bro llraon r,enirbr.Id lydhrrn•AArry I.IoWm, P.I. Job Truss Truss Type Pb RYAN HOMES / SUMMERLAND A0193431 WRCSUCE CJ3A Comer Jack Oty 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:42 2017 Page 1 1 D:?sOQNIzBGko2hFpRYibzzzOpep•G9BOuQrW NamDW ERSSa9H8Gxf36oIQcTILMm2F 1y7O_F 1-0-0 2.11-11 1-0-0 2-11.11 20 = LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 2-11-11 oc purtins. 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) 3 = 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(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=116mph: TCDL=S.Opsf: BCDL=S.Opsf; h=15ft; Cat. II; Exp 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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 rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=103. LOAD CASE(S) Standard e..r.tr.......r•.rroarQ.laf Rarour!urut xtruc.tr,rrar wnrr. vxr.+yrr r rr,.et,tM,,yw.lnolrrar.rr.l erte,,..urrd., uor..,.mr.rla.r rrn p,urr,rrrtre.r,sr urtm,re,rt,wN.Ldwl tr,r.err, e.QpmrrNu.r.,,n wtrr ngrrr mur,rm.rtseA...ear nrorc,r tr orrar+N AnthonyT. Tombo 111, P.E. r .4nr.,r rrrnrmr.urr4raw.raw',.rer*r.rrr,lar...rrdraq.rsoft bww",rrmr 4 80083 r lfr u.prlrrm. ur,mr.rrrrrrnemrrrawrrlrytq.rfa.rr.o.pWrr,rrhntrYu.,,e.wrr r, orrrnrny.err,ru,ren,s,e..rm,eyt4wrtnnmrti.,a, 4451 St. Lude Blvd. r1r. rYrF.trw.rq...,rrk ir.n.,rri r d,neyyw s ror r W Yu^,.3n,1.a. tqn. rnr,u.r uq.rrrow.IiY.nrr. Fort Plert:e, FL 74046 ryrilYtOMI{ 1•Ilwll,Krn•(rO.ryI.1..U,r.1. h1,a sdduWwn,'surlaanrrllee/rWad..imnrynhw.M1Mblledlmur•AAa/1.(oW0,r1. Job Truss Truss Type Ory RYAN HOMES / SUMMERLAND WRCSUCE CJ4P Comer Jack 4 jP' Y 1 A0193432 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@atbuss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:43 2017 Page 1 ID:gYeJJk63pYYs8AHldslpgjy7ODP-kUO6ms88uu47O0eOHgWhTUpyV7293jua0WbnBy70 E 1-0 0 3.5-11 1-0-0 3.5.11 2a4 = 10 3 11 3.2.3 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/iP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5.11 oc 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) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-0 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(LC 3) 2 = 205(LC 1) 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=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Enct., GCpi=0.18; MWFRS (envelope) and C-C Extenor(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 DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 01=lb) 2=145. LOAD CASE(S) Standard b^•IWbw04—r'r I10011m(1Nn Goa 1!mr mw"INmI, mr)MUCNWrrb 1.**W—M-rrrr,.MLmO*b.A%P lrr 1e.111.bk1I bb-11wldn. MUM.. 0W.Mlry rtn.r.drr nrr.rrrl.4 rdd u.bmky bpsl+•flnrl!y.,bar.w!e re.dr re.d..yelrrRrraedr y lnl yud.rnr.R.re n1L M1 u nu rn borrun wrnr Anthony T. Tombo Ill, P.E. r..dbll,n,rgbdybr.q.drodrl.n.ran'r.ud*d.rbryk..,.r.rdrtiu.rrrs!rrw a•rml M1y.wdrror.!W..drb.n.ar bequ.*.nwrr q,wibr.y..drRd a 83 b+yb.prlrre. Up u1..•gldb pmld lindYblYllrMrWYdrlrr pI111dY0nhlb rfUnid.ndb d UlrwYny.uYtrfrMndYbnlY+p..l.n byplgrsrld r. tucle MwWbrlr. l rq...ll dlr..rwbll Ib bn Md bp.bgl•MyM.r,.Dnllnslgr.l.lrhr Yq.l n nnbr.1/1 Fort Pierce, Fr 34946 lypgbOflI/ III.dLovl•1Aarl.lod.m,11 hprrldsddilWnrn,b.ryMahrrliMr.Aw116aun.Nnistiub»41hd6„u1 4Mryt.leWm,/J. Job Truss Truss Type RYAN HOMES / SUMMERLAND A0193433 WRCSUCE CJ5 Comer Jack 10ty6 1Y 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43.44 2017 Page 1 ID.7s0ONIzBGko2hFpRYibzzzOpep-DXImJStmvCOxrfbgaTClDh l wWVSVu Vz2pgF9Kdy70_D 1-0 0 4-11-11 4-11-11 Elm LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0 02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0 05 4-5 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 17 lb FT = 0% 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 4-11-11 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 quide. REACTIONS. (lb/size) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 26810-3-8 (min.0-1-8) Max Horz 3 = 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = • 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-5=-242/456 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 5=130. LOAD CASE(S) Standard 0g•Ilwlbl.lrin.. u's IIOO 1111M tr),OrNI!a1Ift-Um Nit'. YW «.w COd.rla.l4 I110- Io . pl n4lln+1. rla.YM Anthony T. Tombo III, D.E. r. r+ml.nrqmin 0_.ro.dld.WWe. rwsrkrl...oa n+aocra[r tobWW4.rlrr nu of Wp aOmar"bw-0rl,m wrgr.htIs rnvlrlr+ 0 80083 ro+yllq.. I.r a.rur.rlllrrramr.rl+rragtgerfla r.llf rwnhlnrtUnlr.4rp.+r.r.l orlaenrny.{r.run+rYnl p..h.nwp6prs.lnulrra..dm 4451 St. Lude Blvd. 4iwMll.aegwq... l.lr•I.!All IY{.nAU 6..171rWgMy.,.1..1,O.l.p.+gdhr aq LMIni..nW.iM Fort Pierce, FL 34946 Irl'ryk0} II{I.1 tldllnut•AIdIg I.Iu4110, I.f. [gnllnia deb l Irne, it nr Mo,np1{dbe+.driMairIWW%%iUhW 41 IW Il/1rn• 40e1g 1. 180110111, F.I. Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND WRCSUCE DOS Flat Girder 1 jPIY 1 AO193434 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design(daltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14:43 45 2017 Page 1 ID:?s0OvIIzBGko2hFpRYibzzzOpep-hks8XRuOgV8oNiAl7iLmuZ4aJh9do2B1K?is3y7O C 1012 5.4-8 10.7-4 15-1D-0 21-2-8 ,22-3.4, 11-0-12i 5-" I 5.2.12 5-2-12 1 5.4-8 1.0.12 Dead Load Dell.. V16 in 3x6 II 4x8 = 3x8 MT20FIS= 4x6 = 3x6 II 1.50 11 1 54-8 { 10.7-4 1 15.10-0 I 21.2-8 154-8 5-2-12 5-2-12 $4$ Plate Offsets (X,Y) - 12:0-2-8,0-1-81,17:0-2-8,0-1-81,110:0-2-0.0-2-01, 13:0-2-8.0-2-01 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.17 11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.35 11-13 722 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.65 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Wind(LL) 0.21 11 999 240 Weight: 111 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No 3 'Except' W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 = 1467/0-7-4 (min. 0-1-12) 9 = 1465/0-7-4 (min.0-1-12) Max Horz 14 = 110(LC 4) Max Uplift 14 = 562(LC 4) 9 = 561(LC 5) Max Grav 14 = 1467(LC 1) 9 = 1465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1374/588, 2-15=-2764/968, 15.16=-2764/968, 3-16=2764/968, 3-17=-2764/968,17-18=-2764/968, 18.19=-2764/968,4-19=-2764/968, 4-20=-2762/967, 20-21=-2762/967, 5-2 1 =-2762/967, 5-6=-2762/967, 6-22=2762/967, 22-23=-2762/967, 7-23=-2762/967, 7-9=1372/587 BOT CHORD 13-26=1317/3691, 26-27=-1317/3691, 12-27=-1317/3691, 12-28=-1317/3691, 11-28=-1317/3691, 11-29=-1317/3691, 29-30=1317/3691, 30-31=-1317/3691, 10-31=-1317/3691 WEBS 2-13=-9952885, 3-13=492/346. WEBS 2-13=-995/2885, 3-13=-492/346, 4-13=-1001/371, 4-11=0/352, 4-10=1003/371, 6-10=-491/345, 7-10=995/2884 NOTES- 1)Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Ops1; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (envelope): cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' 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-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=562, 9=561. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 81 lb up at 2-", 72 lb down and 81 lb up at 4-0-0, 72 lb down and 81 lb up at 6-", 72 lb down and 81 lb up at 8-". 72 lb down and 81 lb up at 10-", 72 lb down and 81 lb up at 11-2-8, 72 lb down and 81 lb up at 13-2-8, 72 lb down and 81 lb up at 15-2-8, and 72 lb down and 81 lb up at 17-2-8, and 72 lb down and 81 lb up at 19-2-8 on top chord, and 50 lb down at 2-". 50 lb down at 4-0-0, 50 lb down at 6.0-0, 50 lb down at 8-", 50 lb down at 10-M, 50 lb down at 11-2-8, 50 Its down at 13-2-8, 50 lb down at 15-2-8. and 50 lb down at 17-2-8, and 50 lb down at 19-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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 Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-7=-60, 7-8=-00, 9-14=20 Concentrated Loads (lb) Vert: 5=-67(B) 15=-67(8) 16=-67(B) 17=-67(8) 18=-67(8)19= 67(B) 20=-67(8) 21=-07(B) 22=-67(8)23=-67(B)24=-44(B)25=-44(B) 26=-44(8)27=-44(8)28=-44(8)29=-44(B) 30=-44(8) 31=44(B) 32=-44(B) 33=- 4(B) aq•iru....e,•rnooiu>4srywrim ni!mruurocemlmilrrtrinocrmaerrr. nw r.r,r,rr..r i..ya.lrel ru.rl i.rarl ur,.,u.rr. u.+,,..w.arr.r wnm p+urrnrrr!s.twi t„Yn,hyly.ra-tr.rryetr,r.n..n..yr.4rr+u..i..isuiii.rr,g4rrrtn.rtiu+.risa..binl nr+.+.rnir.rr,,..wr Anthony T.TDmbo111, D.E. 1 db,imror, b".ft...slit4ro..%0—',.rmwM+.rrsl.l,.rr,nrau&rrsrdw4arWrist. 11,K.44101111rejwm0%h"s Wwlgb rlWop..%19 w..grurr.y.rg4 i 8 rD: f,Rq W1l W. 61rd.e St. Lude 6kd1W.W7M*.."k-dpW"i1 fort Pierce, Ft. 34946 Iyri4M0} 01{Albdbnnr•b6wyl.tod.ID,1.(. kpWnisoliln4,rwi,'srryIre, Dpr1i'w1.aMn!Mwmnl..irtiw6u411uflmus•Ardarl.Im1.N,1.1. Job Truss Truss Type Oh Ply RYAN HOMES / SUMMERLAND WRCSUCE EO1 Hip Girder 1 1 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:46 2017 Page 1 ID:gYaJJk63pWs8AHldslpgjy7ODP-9wOWknu0OpG1_slDhPEDJ66Aoj47MHALG 2k7G.pO.pWy7O_B 0t 5 6-0 + 5-0-9 4-10.13 5-09 256. 6 Dead Load Dell. - 3/8 in US = 3x6 = 30 = 700 MT20HS= 30 = 2x4 II LOADING ( psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0 80 Vert(LL) 0.70 10-12 443 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.73 10-12 429 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 134 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 SOT CHORD 2x6 SP 2400F 2.0E WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing direUly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 4-13, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1917/0-3-0 (min.0-1-9) 7 = 1855/0-3-0 (min.0-1-9) Max Horz 2 = 35(LC 28) Max Uplift 2 = 1371(LC 4) 7 = 1329(LC 5) Max Grav 2 = 1917(LC 1) 7 = 1855(LC 1) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=4815/3428, 3-20=4607/3334, 20- 21=460713334, 4-21=-4607/3334, 4- 22=-6824/4911, 22-23=-6824/4911, 23- 24=-6824/4911, 5.24=-682414911. 5- 25=490313549, 25-26=490313549, 6- 26=4903/3549, 6-7=-5104/3644 BOT CHORD 2- 13= 3203/4524,13-27=-4840/6824, 27- 28=4840/6824, 12-28=4840/6824, 12- 29=4931 /6960, 29-30=-493116960. 11- 30=4931/6960, 11-31=4931/6960, 10- 31=493116960, 10-32=4931/6960, 32- 33=4931/6960, 9-33=4931/6960, 7- 9=-3379/4814 BOT CHORD 2- 13=-320314524, 13-27=-4840/6824, 27- 28=-4840/6824,12-28=-4840/6824, 12- 29=-4931/6960, 29-30=-4931/6960, 11- 30=-4931/6960, 11-31=-4931/6960, 10- 31=4931/6960, 10-32=-4931/6960, 32- 33=493116960, 9-33=-4931/6960, 7- 9=-3379/4814 WEBS 3- 13=773/1025,4-13=-2414/1697, 4- 12=-237/384,5-10=-225/371. 5- 9=-2265/1586, 6-9=-822/1097 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph: TCDL=S.OpsF BCDL=S.Opsf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=1371, 7=1329. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down and 249 lb up at 5-6-0, 80 lb down and 104 lb up at 7-6-12, 80 lb down and 104 lb up at 9-6-12, 80 lb down and 104 lb up at 11-6-12. 80 lb down and 104 lb up at 13-0-0. 80 lb down and 104 lb up at 14-5-4, 80 lb down and 104 lb up at 16-54, and 80 lb down and 104 lb up at 18-5-4, and 239 lb down and 249 lb up at 20-6-0 on top chord, and 143 lb down and 204 lb up at 5.6-0, 59 lb down and 82 lb up at 7-6-12, 59 lb down and 82 lb up at 9-6-12, 59 lb down and 82 lb up at 11-6-12, 59 lb down and 82 lb up at 13-0-0, 59 lb down and 82 lb up at 14-54. 59 lb down and 82 lb up at 16-5.4, and 59 lb down and 82 lb up at 18-54, and 143 lb down and 204 lb up at 20-54 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 10) 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 Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-60, 3-0=-60, 6-8=-00, 2-7=-20 Concentrated Loads (lb) Vert: 3=-192(B) 6=192(13) 13=-132(B) 9=-132(B) 20=- 80(8)21=-80(B)22=-80(B)23=-80(B) 24=- 80(B) 25=-80(B) 26=-80(B) 27=52(13) 28=- 52(B)29=-52(B)30=-52(B)31=-52(B) 32=- 52(8) 33=52(13) w• ir•r..yym•. US moo IWMr Na)arm IM a uw" mrwrvnrlxnoourrnirbs bo ow Ar .r n.rr..r bms yb..rpar rr rrsr i Ir.e r 4Y M awbrl N Yn.M..N abl.r ILLN rW.. e•.4. p/W11.rrrR•bnY 4.15r:rte hWf..*.*f tww4u U4.wop"tn.n4rrrr kwdb.*Tail ArossrwW,.Y oil Anthony Tomb* 111, D.E. rn.4nrw. yrynr, pro..n.ro..r.•rnwe+.rb+rlry.,•r•rn4rttrsrrbdryrrnrr n.w4rorr w..rrm..aydyr*.•wsrba rarr rg4 180083 rbr.or. y..rrs Ulm awain uorrpemrprn4sboy4>rrftgrr.r.Allr ukmr +e v r+• ur.rnrny.rr.nrm4rbmo rl.,InnM;!*nrinnNb•..r I a51 St. Lucle Blvd. n.WA.(r. e r*.b.n h r•.•+M Ib tin.Mtltal.r•nglrNl Mvr.•Lrof.s•I.p•/q Nb.{ L WYr•.wnw.To Fort Pierce, FL 34946 yii1k071111•I toil lnnut•4rMryl lbelb fl,ll. ltp•Iwo•ol Ai.b.wM,o•gk.e, itrrll'neli r•rltM nkMr..eiffi4•bN 414dh•tut•Whryl.loWR,r.L Job Truss Truss Type City RYAN HOMES / SUMMERLAND WRCSUCE E02 Hip 1 jPIY 1 A0193436 Job Reference (optional) 4x6 = 4 00 12 3 MYn. 0. 1CV 5 "VV IG GV I, r'nnr. O. 1ZV s NOV IL ZVI, IVII Iex Inousmes, Inc. lue uec its 14:4,1:4( zu1 r 3x8 = 4 Dead Load Dee a 3116 in I 3x6 = 30 = 04 = 30 c US = 1.5x4 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.44 8-19 717 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Verl(CT) 0 33 8-19 947 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 108 lb FT = 0% LUMBER - TOP CHORD 20 SP M 30 'Except' T2: 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-7.9 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1112/0-3-0 (min.0-1-8) 6 = 1088/0-3-0 (min.0-1-8) Max Horz 2 = 45(LC 12) Max Uplift 2 = 740(LC 8) 6 = 724(LC 9) Max Grav 2 = 1112(LC 1) 6 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2338/3265, 3-4=-2175/3202, 4-5=-2254/3311, 5.6=-2401/3368 BOTCHORD 2-11=2958/2153, 10-11=-3599/2642, 9-10=-3599/2642,8-9=-3599/2642, 6-8=-3079/2233 WEBS 3-1 1=-686/421, 4-11 =-654/666, 4-8=-585/540, 5-8=-082/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf 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 a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=lb) 2=740, 6=724. LOAD CASE(S) Standard n..r.,m+.r•rnoamxsNeulaunlranrursrcatlruw rorryuaonuu lirr. MarYr.w.r.rr,.r im.s+rw.Dgrrw l ir Ru rf n.uwan.. r rnau...mr.rin.rs rinampnuar.rrrmwwr p tm rxr4..f. yd 1.r r.ry,m.w p.err+ur s n,RrRrrrvx+ru}nw r rorm.q..minl.nr*m.n u.rr.rrr I AnthonyT. Tombo III, D.E. r.u/bin r rerN Y"hnyYlxrlwn.re.wlr.Orgw.rlir,rgr..ro*ddb$Lrllrd sHr.rl4oilrpm/Ir111rW.vlrlm4rryrry..mer.rr.rarr,y.rgr 180083 rr riq. rr[nar D.nu...r114.lrrenr Hie4rred b rlAl!Ir.tl.4nlr11tVlhnlrSiln.brrrprra. a/1.rnrnywiYr rM/r4ntr+p.,hmr q 1p nrinn rr..,M a51 St. Lode Blvd. a..rrrwt.etre.h.nq a rar irh.,tre up.rrmrtre,rur,.r.usr.lpnigrq ugrrrntanrr.IRl (gpillr0t/1" 1IW6.na•Ardwrl.loaMM.P.1.IrpondsIII dw irA.a,rdir or?hmifrrll•Mur oillo.rnosiab»441W11n•AeArryl.luMll,rJ. Fort Dlerce, FL 34946 11 N Job Truss Truss Type RYAN HOMES/ SUMMERLAND A0193437 WRCSUCE E03 Hip jOtY1 jPIY 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43 47 2017 Page i ID:gYaJJk63pYYs8AHldslpgiy7ODPd6 vx7veB70Wc?JPF7lSrJflz7Nz5pWUVeUpxyy7O A 1-00 6.0.12 s60 16.6.0 1s•114 — 26-0-0 270 0-0 6-0-12 + 3 5 4 I 7-0-0 I 3 5 4 6-0-12 34 = 4x4 = 4x8 = 3x8 = 30 — 3x4 = Dead load Dell. - 114 in 34 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.96 Vert(LL) 0.54 9-19 580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.39 9-19 790 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.21 Horz(CT) 0.08 7 nla nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 113 Ib FT = O% LUMBER - TOP CHORD 20 SP M 30 'Except' T2: 2x4 SP No-2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InsWllalion uide. REACTIONS. (lb/size) 2 = 1112/0-3-0 (min.0-1-8) 7 = 1088/0-3-0 (min. 0-1-8) Max Horz 2 = 56(LC 13) Max Uplift 2 = 732(LC 8) 7 = 716(LC 9) Max Grav, 2 = 1112(LC 1) 7 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2389/3311, 34=-2074/3020, 4-5=-1953/2928, 5-6=-2118/3079, 6-7=-2481/3451 BOT CHORD 2-11=-3031/2220,10-11=-2742/1991, 9-1O=2742/1991, 7-9=-3199/2329 WEBS 3-11=-326/439,4-11=-667/394, 5-9=-739/430, 6-9=-404/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15h; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf 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 a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=732, 7=716. LOAD CASE(S) Standard w.r.r.r. m..r rlwmxlt IRarrucmrlwo[xmmxfortOxaon rlwrr.err.+r1.%1k1tae,uVra..rs w. r.04rr,rr.drrmrrtib n•r.,leP6pr.0r.!FAA lq-1r.4.14Mlq.M.cars.xrra rr.p"'err+Mrriny+ro01-14" lorlp.A..ewl nr,yev.r.irq dWLN*q Anthony T. Tombo 111, D.E. rn4rlwrr, yrYgArwPddg4raw•raw•1.redsw.rwyw*...r nxaa.raNcar+r,hrtnl180083 rrnesq.rlrd- tlerww.rnrNrr.anrr.rndsrr u.f+ur.+.mfoW wr, mrfow,r.drPrrrs u+m nr.y.rr rranxrr.s4.,r,urwt4mrlmra.ati..+u u51 St. Lucle Blvd. tlenerd.IM.[ rw N..tl,tyirs..w.Yd IYb..IN t.e101rriyb0w..lgttw bpr /yril7 tlop4vdrnrr.rrr.1M Fort Pierce, FL 34946 tl ("Poo 20164 Ilydhnfn•Ardar l.Ireb N, IJ. kpNrmwdObMwM.ualbm.nrtl kl alMMnuNrler.i+fiuhN 411rdhnut•INaII.IrNIY, rJ. Job Truss Truss Type oty RYAN HOMES / SUMMERLAND WRCSUCE FG2 FLOOR 1ply1 Z A0193438 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1 US = 2x4 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:48 2017 1.SY4 11 1 Sx4 II 3x12 = 1 Sx4 11 LOADING(psf) SPACING- 2.0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Ina NO BCDL 5.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1338/0-3-8 (min. 0-1-8) 8 = 3033/0-3-8 (min. 0-1-13) 11 = 560110-3-8 (min.0-3-5) Max Grav 14 = 1354(LC 3) 8 = 3047(LC 4) 11 = 5601(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1388/0, 1-2=-1800/0,2-3=-1800/0, 3-41=-1800/0, 4-5=2616/0, 5.6=-2616/0, 6-7=-2616/0, 7-8=-1148/0 BOT CHORD 13-15=0/1800, 12-15=0/1800, 12-16=-1054/0, 11-16=-1054/0, 11-17=-1054/0, 10-17=-1054/0, 10-18=0/2616,9-18=0/2616,8-9=0/415 WEBS 1-13=0/2080, 4-12=0/3046, 4-11=3718/0, 4-10=0/4271, 5-10=-350/0, 7-9=0/2378 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 20 II TH046 CSI. DEFL. in (loc) I/deft LJd TC 0.36 Vert(LL) 0.04 9-10 999 360 BC 0.75 Vert(CT) 0.06 9-10 999 240 WB 0.73 Horz(CT) 0.00 8 n/a n/a Matrix -MS 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-3-0 oc max. starting at 2-1-12 from the left end to 124-12 to connect truss(es) FL08 (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 8=-1442(B)9=-1438(B)15=-1438(B) 16=-1438(8)17=-1438(B) 18=-1438(B) 1 Sx4 II US = 30 II TH046 PLATES GRIP MT20 2441190 Weight: 129 lb FT = 0% e.q.n.4.gym.. r•r rr40 tsOlsCwUY orru r!rn uwrul!moetvrr,xn4nlrrurrr. Irrn* psrr r rr s' NolrYpi.1411rr rrr r rrrarl wnn 9wrn ih,1... pr r eer rmr.rirrwi.rrrle.r r u.umWMa.Da Iw46rrM1r r..r1r..n r.vrwr.pw m.rMrr 4r rtrm 4r.rnrM.r.ur.ltn*avgra.rrrm.rW Anthony T. Tombo III, D.E. r 4rnim,r i4pir.hero.r.rowr.rmler.rrywr.,.rn n4rnrsrorr!+rrrr!rN ryrm!4rror.,w.v4rlm,.aylsrru*.wrr.rerrnr,rrr4 i 80083 Ir urd.nrny.ri nrun4rbnra,p.,!.n np!q arlmt oran.rnrLer.t4irrtr.r rl tis".rlarr r+r.Mndrrr"lgr!a wr.d!1PMrrll lnrsu nIswr po/rl I 4451 St. lurleBlvd. NiY M(ra Ny wghipw irM Ii inrgl.er4lriMrru^..4'uir.ly.4q W1 YribY..tn W.iM a Fort Pierce, FL 34946 Wi*0701/410rdLnur•40a11. l b.10,11. k7r4inisdOifOrrr w.u.gManpiri44d iilrabrni swimiWobe*41irdhavr•0r P)1.I4WI0,PL Job russ Truss Type PIY RYAN HOMES / SUMMERLAND A0193439 WRCSUCE 7FG3 FLAT GIRDER 10ty1 2 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:49 2017 Page 1 ID:?sDQvllzBGko2hFpRYibzzzOpep-ZV6fMpxv)keErJToMYnwwkkn8w8LZjj7nyxzw?ry7O 8 2-3-0 4-3.4 5-9-12 7-9-8 10.1-0 2-3 .8 1-11.12 9-8 1-11-12 2-3-8 U41 = LOADING(ps" SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matnx-MS Wlnd(LL) 0.01 8 999 240 Weight: 113 Ib FT = O% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 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-M oc bracing. REACTIONS. (lb/size) 10 = 102910-7-4 (min 0-1-8) 7 = 1527/0-3-8 (min. 0-1-8) 9 = 2574/0-3-8 (min. 0-1-8) Max Herz 10 = 39(LC 6) Max Uplift 10 = 292(LC 4) 7 = 236(LC 5) 9 = 227(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1527(LC 1) 9 = 2574(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286,2-12=-1121946, 12-13=-112/946,3-13=-112/946, 3-10-112/946.4-10-112/946, 4-15=-540/140, 5-15=-540/140, 5- 1 6=-324/48, 16-17=-324/48, 6-17=-324/48, 6-7=-799/159 BOT CHORD 9-10=-07/633, 8-9=-140/540, 7-8=-288/1810 WEBS 3.9=-938/90, 4-9=-1739/147, 4-8=-81/586, 2-10=-535/67,2-9=-1403/196, 5-8=-1406/272, 5-7=-1632/273 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'xW) nails as follows: Top chords connected as follows: 2x6.2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows: 20 - 1 row a[ 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 CASE(S) section. Pry to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; 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 4) Provide adequate drainage to prevent water pending. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) ' 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-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=292, 7=236, 9=227. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-", 134 lb down and 63 lb up at 3-", 208 lb down and 124 lb up at 5-", and 282 lb down and 84 lb up at 7-", and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-420(B=-250), 13-17=-170,6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 16 1=-390 11=-65 12=-134 14=-208 15=-282 1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(8=219), 13-17=-190, 6-17=80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 14=-181 15=-246 16=1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-13=-295(B=-125), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0 6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-440(8=-315), 13-17=-125, 6-17=-59, 7-10=-20 Herz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Herz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Gonbnuea on page t.. q.n..rwy m..r+!merouery6tryacul!!Inrlwote!ntw!vrllroonlwurrr.Mnnrl rr.w.Mu.nwr DKlrrmgr!rRr!urnfrersu er0K. 0W lu4 rtnmrlr rw ate wApr mla arwp..tpglq.rW.gn s er.cq.n+r u.+wriq wrq+ru Irrtiu+.rnl.R.remlM1:cpwwr.ih4••"q Anthony 7.7omboltl,D.E. r.+rrm,r.rr ewy.pep+ro.r.rr..r.nd+.rrr ry...rrn+wurarsrer+rmtnw.++rinrgwry+wlM,.sgwy r4..w..+r.rrr.y.rR+ i80083 r 64Ybrwprlr.>. uw m..rrorr!.eo,r.rn+.rrrwrr++a ir.rDrgr+bn4mrtur a.mr P.+lro urrnrny.rrnrrn+r nrrw.,um k.r 6n••rmu r....rc 4451 St. Lode Blvd. MnuMrl.rlyd.iT•'IM,I.rY.411 6af M0)4pw 6101r AYgti.'r.D.ul.s bp.+q YYK Oq.WY.onn1Y 1.IF1 Fart Dleme, FL 34946 ioID2014AJOrd6nvt•AoliMLlrebel0,1.1. hpMalisdAn4wwn,irryMairprld'ne4r41rg11 air.Ieroru4rbr.Adlrllmwr•AAwrl.l4dMm,1.1. Job Truss Truss Type ty Py RYAN HOMES / SUMMERLAND WRCSUCE FG3 FLAT GIRDER 1IQ Z A0193439 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:49 2017 Page 2 ID:?s0OvllzBGko2hFpRYibzzzOpep-ZV6fMpxvjkeErJToMYnwwkkn8w8LZj7nyrnv?ry70_8 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=419(8=-294), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=24 Concentrated Loads (Ib) Vert. 1=80 11=13 12=42 14=8315=48 16=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 13-17=-125. 6-17=-59, 7-10=-20 Horz: 1-10=5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 irur.m..r•iiloaiuwtlwlRaraui!ufruuotxlnmx!tmnurwniwu.rr. ndr yr r„r,rr,.wi.,,a,*a.lnrlrrurri i,a,rLu..ue s... rar.,.md.wm.r yin a.rn.rrnrrrne.r ar u.emwrewPti>enrn:rr,ro n.cy.,.n r,.ar rr r,.u.nywornF.a..rAl nrar...r ure..usr Anthony T. Tombo 111, P E. I.IN/Mlw,fbO Y.IAr,.gn!d 0.w.Awl.rod„rrrwhrM...redsKrotrsidr+tierrn L1bwM0darr.b11mdb1—Wdgreq,r..er.r.rArrnv+e+ i80087 4eYyAvpr W.l, U..,urerlu.l•MmdprindsWyrnrrSW,1,.r•PIArM:bm.rfnln,rrerp.,l n Al.b,bny.,..IN,/AYn,4,Q.,um ytq.s.nurra.. sn "51 St. Lucie Blvd ernnl,d,re.er.ere M,rrem y r.wr MYd I lu,b.Pl,p.bl{lAldylroP...l,u %rdebp.dq 7 YgWde,n n.Ir1.A1 Fort Pierce, FL 34946 gtrirYOtPI{411odt,nrn•Arergl.Iretel0,rl.ltpbnludenhnw,tout hmitprb&W-db lkmwereroatoebe.4lled bran•4AptLlmbm,PJ. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND A0193440 WRCSUCE FG6 FLAT GIRDER 1 2 I Job Reference (optional) A poor Irusse5, ron nerve, rL ,y V, VaJeIJ„V Oeu YJJ.e.Vn, 1.50 II 4x8 = 154 = 2 3 1.50 II 1.50 II 3x6 = 4x8 = 4 19 5 6 7 iL Dead Load Dell. = 12 in 1.50 II 54 = a 20 9 04 II 500 MT20HS= - -,- - „ --- - 4x4 II 2x4 11 IF LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.64 Ver1(LL) 0.23 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) 0.74 13-14 336 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 13-14 999 240 Weight: 225 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No 2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 2278/0-74 (min. 0-1-8) 10 = 2194/0-74 (min.0-1-8) Max Horz 18 = -39(LC 6) Max Grav, 18 = 2447(LC 2) 10 = 2365(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2062/0, 1-2=-0160/0, 2-3=-6160/0, 3-4=-12747/0, 4-19=-12747/0, 5-19=-12747/0, 5-6=-12747/0, 6-7=-12747/0, 7-8=-6068/0, 8-20=-6068/0, 9-20=-6068/0, 9-10=-1962/0 BOT CHORD 17-18=07718,16-17=0/10934, 15-16=0/10934, 14-15=0/10934, 13-14=0/12747, 12-13=0/10918, 11-12=0/10918, 10-11=0/699 WEBS 1-17=0/5700, 2-17=-522/0, 3-17=5013/0, 3-15=01281, 3-14=0/1903, 4-14=-669/0, 5.13=-664/0,9-11=0/5623,7-13=011920, 8-11=-510/0, 7-12=0293, 7-11=-5093/0 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S Opsl; h=25ft; Cat. If: 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 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' 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-" wide will fit between the bottom chord and any other members. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (ptt) Vert: 9-20=-60, 10-18=-20 Trapezoidal Loads (plf) Vert: 1=-170-to-19=-230, 19=-230-to-20=-170 hwi•IIe1.rnMl!rtYe r'.I N0111.113NU0'y Gl;sill!Y{IIDI OGM1(NO.1111ir1Lr10nIWGlr n %**w wooti r,riw man I-As0bAPMid6 s"I WNW! 6bw Sh" n.0 Yu M•h CIM rlm,y WMe•Irj eni Y.xlrrilr I.,tl Urlmryl9wpi.11ug1 drt=qlm,pexw rc4 nrrp,lurr m,el Yl,rrkv rrxy,In11,I rorlm,Ar.roIII1 M1.q ev9..trq 1rtx.elq Anthony T. Tomb* 111, PE r..rr,tn,r uphr,n!.rq+rr.e.taco'r.redp.rryr.,.rrnrrerorrrdlr urrmlr*arrlorr wryrrlmr.aymyr*.urrrl.vrrrnrrrrr i110081 remtr.p...lw. 4451 St. Lude Blvd. nuYtilM.l.n.1.r,y11 Mre..ed.lY mrtl l.egIYMY Mfy.,.rus.s.t9..r.!wti s.ed annr...ml Fort Pierce, FL 34946 c.he Llomlrlwale.,,K•t.a rt.l»m.Ft. trier i.digs menw,isayb.!,retaadx"I%-siltirmahumb"WIiiii6KIn•tml. Llo.e.m,PA. r* Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND WRCSUCE FL01 Floor Qty 5 1 A0193441 Job Reference (optional) n I nwI v-44Wi, rpa rIww, rr. r. O' rcun: o.izv s Nov i[ zvl r rnn1: o.izu s Nov 12 zul r MI I ex Ir10uslnes, IrIC. I Oe D6C 19 14:43:50 2017 Pagel ID:7s0OvllzBGko2hFpRYibzzzOpep-1hgla9xXU2m5TT2 wF19TyHtyKKKllhwBbiTXHy70 7 0-1-8 H 1 2-6-0 I f 1F8.8 0 t*8 Dead Load Dell. - 3/16 In 3x4 = 3x8 = 30 = 34 FP= 3x8 = 1 2 3 4 S R 7 R o In 34 = 3x8 = 3x12 MT20HS FP-- 3x4 = 3x4 = 3x8 = 3x6 = 21-2-8 1. 1R I Plate Offsets (X,Y)— 11:Edge,0-0-121, 113:0-2-8.Edgel,114:0-1-8.Edge),115:0-1-8,Edgel,119:0.1-8.0-0-121,121:0-1-8,0-0.121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.47 13-14 532 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.66 13-14 377 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inc YES WS 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 104 lb FT = 0%.F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) 5) Recommend 2x6 strongbacks, on edge, spaced at BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) 0.131- X 3') nails. Strongbacks to be attached to BRACING - walls at their outer ends or restrained by other means. TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc LOAD CASE(S) purtins, except end verticals. Standardtandard Rigid ceiling directly applied or 10-0-0 oc bracing, Except. 2-2-0 oc bracing. 13-14. REACTIONS. (lb/size) 12 = 1146/0.7-5 (min.0-1-8) 18 = 1146/0-7-5 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3711/0, 3-4=-3711/0, 4-5=-4896/0, 5.6=-4896/0, 6.7=4896/0, 7-8=-371510, 8-9=3715/0, 9-10=-3715/0 BOT CHORD 17-18=0/2158,16-17=0/4621, 15-16=0/4621, 14-15=0/4896, 13-14=0/4625, 12-13=0/2169 WEBS 2-18=-2386/0, 2-17=0/1 717, 3-17=-263/0, 4-17=1006/0,4-15=-93/768, 5- 1 5=-449/33, 10-12=-2398/0, 10-13=0/1710,7-13=-1005/0, 7-14=-1531719 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. w.•nw rl n+. r r l roa!ms8ryulr anR l!uf r!rsnrxtnrorttrrr,grrprurryrrr. rhrnxr•srlr .r llti.w u.n s prl..rprgrr urr r I r. r t er ., frl rsl unr .. w.r ul r lbjo paarr.Idrris.kwr nAnarepyrp,,y.oarrq.ryrlr.grrlomm.Iry.nerrau..!.r•s Iolrygrr eru nn yoi.rer.n..a nu re,pay.n.c r.rur..Ilrlq I .1 do.I-W.R Nh%..y.Irnero.M.re..I•.e.mr4lr.re+ywp...rlrlwr rdrrr,l.tywrrrnl rye.a4rrgw.Iru.I,4rtm.er ry..sw.rllnyrorrn,r.I.r /+ nlhonY7. 8MTomttl, D.E. myhvtl. rrwm mas0M.ftwwrpelnw P""drMryl.rw.wrol>Awrlhnrwvrnw—WMP l• Ullrnrny.IWldun4rYnaMp.,ImaMpywrrymlb.swm a 3 r Ae. xaWM.flaylMyn. wryMiprMl.w.i 1 in111yIUp..VirrYyM!^,.L.uS.ts ryrw/.r May Yarlirlr.nanlyd.lrl. St. Blvd. Fort WDlerce, FL 34946 hyryY0f011A• 14dlnnn Arbrryt.lo.q, 11. ttprl.rosddirlrnrra.0soy lva.IarrldiRlrobgaMmom Ml.iatiubM!41lad hnw•Ardar1.6o1.q,11. Job Truss Truss Type OtY Ply RYAN HOMES / SUMMERLAND A0193442 WRCSUCE FL02 Floor 1 1 Job Reference (optional) Al Roof Trusses, For Pierce, rL J4Uab, oesigngaiuuss.com 0-1.8 HI 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Dec 19 14:43:51 2017 Page 1 ID:?sOQAIZBGko2hFpRYibzzzOpep-VuEPnVy9FLuy5ddBUzgO09pOPkhx1UG4OFS04jy7O_6 F 2-5-0 .0 0- 8 Dead Load Dell. - US in 3x6 = 3x8 = 34 MT20HS FP-- 3x3 = 30 = 3x8 = 4x4 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip OOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat)'Except' B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or "-0 oc bracing. REACTIONS. (lb/size) 13 = 2103/0-3-8 (min. 0-1-8) 19 = 1039/0-7-4 (min. 0-1-8) Max Grav 13 = 2103(LC 1) 19 = 1074(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 12-22=-884/0, 22-23=-884/0, 11-23=-884/0, 2-3=-3391/0, 3-4=-3391/0, 4-5=4269/0, 5-0=4269/0, 6-7=3333/0, 7-8=-3333/0, 8-9=-3333/0, 9-10=0/758 BOT CHORD 18-19=0/2010, 17-18=0/4269, 16-17=0/4269, 15-16=0/4269, 14-15=0/4112, 13-14=-137/1894, 12-13=458/0 WEBS 10-13=-1067/0,2-19=-2222/0, 2-18=0/1526,3-18=-303/49,4-18=-1213/0, 9-13=-2329/0, 9-14=0/1673, 8-14=-257/0, 6-10-950/0, 6-15=-169I740, 5-15=-301/8, 10-12=011149 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.50 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. CSI. DEFL. in (loc) I/defl Ud TC 0.87 Vert(LL) 0 47 14-15 509 360 BC 0.84 Vert(CT) 0.6014-15 395 240 WB 0.80 Horz(CT) 0.07 13 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3-) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down at 21-0-4 on top 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 (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 12-19=-10,1-11=-100 Concentrated Loads (lb) Vert: 11=-850(F) 21-2.8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 Ib FT = 0%F, 0%.E tn. r.rr.e..m+.r•untrtw0ryotryarrueufrtomotntruwvnrluoorlratrrr. a+ler r•=r rnrr..nume,ya.q;nrlrrwgl Ir.r;rl an.,>Mwn.0 u„r..mr.rtay rin rurwr.rrrtc.r.0 o.umrxrten.t trmwty e rd.gtr.wren4r.+.p.r, w+r rrMg4rufl. ymortsW,.ntnt nn*ea wnrqur.r.eh AnthonyT. Tombo 111, D.E. r.r4r twrgrryar,.y.url4ro.ro.w'..e.m+Woo rrrrr.x.,.rrn4rarsrrrrrugwrrnr r +rlrr.rrtt..+rum. rrgrrlu...mesru.q rrrny.rye 4 8=3 bbaftMq.rha.r u.m uw.ruerrr s.wwpawn ytr r+anir.rpWr+r r4 mrw m m..vrowerr. Int.r,r.,rrr,rweran1r,o.,tm,r,4 btm-WI—r.r*.,en 4451 St. Wde Blvd. nurrry.trobrrx h4r.x+k t mro 4ta.sMlrratirro,.:.uf,s.upwt.Jrlq uw•r4wl—ibw.ml Fort Plette, FL 34446 MP76O tlIA A-1 low brat• b6m 1.IoWa.fl. [epolalis w0is lrorai ur hm it pmbkd xiiiiweawmr@p ah0ohm A•I 4d Imus•#Any 1. late ll. F.I. Job Truss Truss Type ON RYAN HOMES / SUMMERLAND WRCSUCE FL03 Floor 5 jPtY A0193443 Job Reference (optional) Al Roor Trusses, Pon Pierce, FL 34aoo, oesign@a 0-1-8 Hi 2-6-0 i 3x6 = Hun: a.lzu s Nov 12 ZOT7 Print UAW 5 Nov 12 2017 MiTek Industries. Inc. Tue Dec 19 14:43.51 2017 Page 1 ID:7s0OvllzBGko2hFpRY!bzzzOpep-VuEPnVy9FLuy5ddBUzgOD9p Ikia1U14OFSO4iy70_6 21-- -4 12 —1 1f —8-0 I 30 = 3x4 = i 2 , 2-3-0 i 11 Dead Load Deft. = 118 in 3x6 FP= 3x8 = 3x3 II 30 = 3x3 = 26 fv 30 = 34 = 3x8 MT20HS FP-- 3x8 = 3x8 = 3x6 = 3x3 = I 19.11-4 25-9-0 19-11-4 i 5-9.12 Plate Offsets (X,Y)— WEdge.0-0-121, 14:0-1-8,Edpel,118:0.2-8.Edoel, 124:0-1-8.0.0-12),126:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deff Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.39 18-20 609 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.52 18-20 456 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.83 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 127 Its FT = 0%F, 0%.E LUMBER - TOP CHORD 2x4 SP M 30(nat) *Except* T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(nat) WEBS 2x4 SP No.3(flal) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 64)-0 oc bracing. REACTIONS. (lb/size) 23 = 1012/0-7-5 (min.0-1-8) 17 = 1729/0-3-8 (min.0.1-8) 14 = 52/0-3-8 (min. 0-1-8) Max Uplift 14 = 139(LC 3) Max Grav 23 = 1021(LC 3) 17 = 1729(LC 1) 14 = 204(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3177/0, 3.4=-3177/0, 4-5=3875/0, 5.6=-3875/0, 6-7=-2708/0, 7-8=-2708/0, 8-9=-2708/0,9-10=0/1199,10-11=0/1197, 11-12=-127/359 BOT CHORD 22-23=0/1899, 21-22=0/3875, 20-21=0/3875, 19-20=0/3598, 18-19=0/3598, 17-18=0/1158, 16-17=-359/127, 15-16=-359/127, 14-15=-359/127 WEBS 2-23=-2099/0, 2-22=0/1413, 3-22=-296/21, 4-22=-976/0, 9-17=2419/0, 9-18=0/1743, 7-18=-258/0, 6-18=1012/0, 6-20=0l700, 5-20=-282/0, 11-17=-1141/0, 12-14=183/536 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1 5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 14=139. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard w+t•rsr..pym+.s•rinamssefya!ryacn!i!in!trotatr•ivrtryunonlrre.rr. i.b r rN.rr..rrmxs a.lmlNsayi irre,r: es aueis... r,r.waar.sn r bin.e.r.wr-Nbbm.rK+u.umr.eup•p,-+i.rilrra.lwrr.nr m..rn.rrsr+n•r.nK ssr,y bsfs,rysr bnr.a.r.win n••rb r m.rM I AnthonyT.Tombo111,D.E. -d III-iw.s.ybr bs.yaig., dbr.so.rs,rsu. r.,bo40.Wigh.,.sn4s rs rb.!rryr.0Mi.!rw.sxs!nr.irw.,4sbryrr.. n.rsr WW.16arb*.."a 1SM3b bibibprr..lr.t. u.b. ur.bltdbpbnNHin t YY Ir 1(ubb.q NyFtl Ylh al NfUn,bs.lbr psd. aH.bnb nx Jibn Ntln/b bmbp.,I" 5•.* Igr r boss r10-6n 4451 St. Lucle Blvd. s..srrrA.:e N4..,b h+r•+••4r IIr..M}I.blrlb W 46bp,.bgf s.t..4 ry Amfift r u—ow0ri Fort werce, FL 30946 hpi1bO711LAIIs1U.tm•raftrryl.I.e1.10. 1.1. klrNbrosoloiiMwie, bay l sirrddbelruMgiNnbN.l mbr.br A.Ilbdh.ffn-4drryl.loop 10,1.1. r Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0193444 WRCSUCE FL04 FLOOR 10ty1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designQattruss.com D-1-8 H 1 2-" 3x4 = 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43 52 2017 Page 1 ID:?s0ONIzBGko2hFpRYibzzzOpep-_4nn7rznDfOpinCN2gLdYNMB67?jmOGDev8ac9y7O 5 0,1,•gl 2-4-0 t D148 Dead Load Dell. a 1/8 in 30 = 4 5 6 3c4 = 3x4 = U6 = "'o — 13-5-0 1 13-5-0 Plate Offsets (X Y)— 11•Edge 0-0-121 14.0-1-8 Edgel 16.0-1-8 Edael 114.0-1-B 0-0-121 116:0-1-8 0-0-121 LOADING(psf) SPACING- 2-041 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.43 11-12 369 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0.56 11-12 280 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 67 lb FT = 0%F, 0%E LUMBER - TOP CHORD 20 SP M 30(0a1) BOT CHORD 20 SP M 30(Oal) WEBS 20 SP No.3(Oat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13 = 721/0-6-14 (min. 0-1-8) 8 = 714/0-3-8 (min. 0-1-8) Max Grav 13 = 721(LC 1) 8 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1980/0, 34=-1980/0, 4-5=-1623/0, 5-6=-1623/0 BOT CHORD 12-13=0/1266, 11-12=0/1623, 10- 11 =011 623, 9- 1 0=011 623, 8-9=0/1 623 WEBS 2-13=-1399/0,2-12=0l790,3-12=378/0, 4-12=0/615, 4-11=-286/0, 6-8=1778/0, 6-9=0/262 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard bnq•e..b,-'Ilminb•IIIrl7IlfSii(YUV1prJu 1!Ir111aP4k6n1iW1111f11tl110ftllfalrbn %**w hb"I. 1.b%P! bb-VWNn.. b ulb---WW-b M-h aLls e lmudindbYllD.YrN 11.1.1"lp.,0PMrlrr lbr/-gitlRFMM bkwebmobmbpi-blN-*.milk ibnyrm"wt"W"Ldri! Ari tmr T. Tombo III, P E. I d.-/br i- 11, Mil bb mpMbidb 1.n.bbbYrbyr..ba*a/bKb R rb bd Wi1hpOr T&I i 80087 b Ml lrvprkr-sb. YM10M.b101dbpdnrpiYrl bYY Ir LU!W.O.kR1gr11YMk11IdtIU.r,b tlbps r alldnbnywWYnrtln/bentbp..inn luplgn.iml6...rn 4451 St. Lucie Blvd. rbn. a rrirk..le Nrrbrbil.br brN lib-11r4r4p.bNlb Mbeba,. b.uf.miga.Iq MOB tlq.LM..r.rn W.II/I Fort Plelce, FL 34946 gpjb01/ 1/411dbnul•AIAur l.l1e11lb, IJ. krllmis of dif6lrwe,ib ul Ira ilribiirlvdwile rmtb rlortiu6/e4l tdhows• A16"y 1. IN6010,11. Job Truss Truss Type oy Ply RYAN HOMES / SUMMERLAND WRCSUCE FL05G FLOOR GIRDER A0193445 Job Reference (optional) a a1-B o .cv a ..vv .c cv rnns. o..cv s rvvv r4.4v, r moo ex rnousmes, ma. rue uec 7}A 14:43:Jz zul r rage 1 ID:?s0OvllzBGko2hFpRYbzzzOpep-_4nn?rznOfOpinCN2gLdYNMFv75hm3XDevBac9y7O 5 3x3 = 30 = 3x3 = LOADING(pso SPACING- 14-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.63 Vert(LL) 0.03 5-0 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.05 5.6 999 240 BCLL 0.0 Rep Stress Inv NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 22 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP N0.2(flat) BOT CHORD 20 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1 -8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 556/0-34 (min.0-") 5 = 799/Mechanical Max Grav 8 = 556(LC 1) 5 = 799(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1020/0 BOT CHORD 7-8=0/1020, 6-7=0/1020, 5-6=0/1020 WEBS 2-7=0/315. 3-5=-119410, 3.6=-308/0, 2-8=-1194/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1.4=-67 Standard Concentrated Loads (lb) Vert: 3=-1062 r+q•lbnrrygn. b•r r rxr mmtl'>We1 aron ronrlrmgrtmlt+fohnxm Jxr[rl'r. bh rR r.+r o.rrn.re bwb bwgtrplrb urf A b+Atu rr.r, fr Adn M Mwd.tr mA.b itr,stiA a1+u.rbs+MroibblN.dl rn M,tsar..p..ys+r6l..l u+..rnr...n.a....+Y O.sr.4rq y.wrr.my+r.yr>nuroa+.bra.r,r nu Ir..u rv.rr.rna•r a,vwny T. TomDo Ill, D.E. r.o+r.wsrgayesm Jo+row.re.ahr.c*rrryr,r..rna++rn.rrrVr+rry.drnu.M1yp.+rrJr.yrro+r nm.sy sry aq,.r..r.+rrr.n..rR+ bmrrbWooic 1,am, rr rlsrbrsorpokl.+rr.rltm.rwrhbomoP@irvwbmruuo.w.rrr.+ Pam mlrsA,r..q.uw.rrw,+ru.,nw,rwr..sry..rl nrrs.max ?8M3 d..oAbr q rben rrr.. rya rrw .r.A au u nq 4oxuul r aNl a.s.. u.r>,s.4 +n m+4 uaftWj ve oayl ou. 4451 SL Lude Blvd. lrypgtl0ttlbA•14rllmws-Amlrryl.lr 1 N,/l rcrrlrumW64lrnnr.6OrIN&ispdbuA:aMriWn+taprniuban 4.1led lmws Angryl.loocS.m,1.L Fort Dlerfe, FL 34946 Job Truss Truss Type Pb RYAN HOMES / SUMMERLAND A0193446 WRCSUCE FL06GE Floor Supported Gable jQty1 1 Job Reference o Clonal A K001 IWu5 i, IV-, I-_' wa v. ca.y•..•.• 4-8 tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Tue Dec 1914:43.53 2017 Page 1 ID:7s0OvllzSGko2hFpRYibzzzOpep-SGLACA PnzafKwnZbossSavYCXaLVajN1Zx78cy7O_4 0-A-8 3x3 = 34 FP= 3x3 = v • o to 11 12 13 14 15 16 17 18 19 2021 c j; j I 4S 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 34 = 34 FP= 3x3 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Inc? YES BCDL 5.0 Code FBC2017lrPI2014 LUMBER - TOP CHORD 2x4 SP No.2(8at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(ftat) OTHERS 2x4 SP No.3(Oal) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6.0-0 oc bracing: 34-35,33-34,31-33,30-31.29-30. REACTIONS. All bearings 24-7-0. Ib) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38.37, 36, 35, 34, 33, 31, 30.29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbadcs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. DEFL. in (loc) Well L/d TC 0.08 Verl(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a - n/a 999 WB 0.03 Horz(CT) 0.00 22 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 111 Ib FT = 0%F, 0%E cants.o..6•rinmmnaN119%Q011TIM&MO n0uutti0lwpurwrr. whM eml:nr.u ubmM&"lnrrbrsr loan erelraian.. rwue..moel.mm.q arou.bra+urru1bb86.w4r1,16u,mae Ir.>r 44 rlbu+•qmq+uv..1/brlrs./nv q w+rrbbwlrrburluwlgae.b lq,,rm+nnylu.n.r4 r MMmyT.TomboIII, P.E. Iwleni. nbg0/Y1nsm Wy/bbr.rC h•1.hr.bl4yM}..•b1re1/btl.bQ IYbdMl4un IUl lbv.//rDMgWc./bbnt.Wl i#fY1 YiyW bny.rq/ 480063 b W" bW rt1... b ^/rWa W hkm b q4451 SL code Blvd. r..wwq. ucegwr4..ptiarM.rltM6.lMVbr aolbrr ay...u.rsrw.br++gwquq.er noenad ou Fort Pierce, Ft. 34946 g tgpitM070166. 1twllnnn•6AM1.laka,rl. bprl 1 rr1Oil 4 w a. ill arW&4P64M.lM4Mo"KFMtmrbl•bltrdImwl-AM" 1.I.d.a,PI r Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND WRCSUCE FL07 Floor T6ty 1 A0193447 Job Reference (optional) 0-1-8 HI 2-" t Faun: B.1ZO S NOV 12 2011 Print: 8.120 S NOV 12 2017 MiTek Industries, Inc. Tue Dee 19 14:43 53 2017 Page 1 ID:Ts00vllzBGko2hFpRYibzzzOpep-SGLACA_PnzBfKwnZbOssSavOIXOoV RjNtZx78cy70_4 2-" 0-A-8 Dead toad Den. - 114 in 3x4 = 4x8 = 30 = 3x3 = 3x3 = 34 FP= 4x8 = e v w c c v o n .n .. .1 . O 2519 3x6 = 4x8 = US MT201-11S FP- 34 = 34 = 4x8 = 3x6 = 3x6 WB= i 24-7-0 1e_7s i Plate Offsets (X,Y)- ll:Edge,0-0-121, 115:0-2-8,Edgel. 123:0.1-8,0.0.121,125:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.70 17-18 417 360 MT20 2"1190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.96 17-18 303 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inv YES WB 061 Horz(CT) 0.13 14 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 125 lb FT = 0%F, O%E LUMBER - TOP CHORD 20 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat)'Except' W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22 = 1335/0-74 (min.0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4511/0, 3-4=4511/0, 4-5=-6556/0, 5-6=-6556/0, 6-7=-6653/0, 7-8=-056710, 8-9=-6567/0, 9-10=-0567/0, 10-11=4551 /0. 11-12=-4551 /0 BOT CHORD 21-22=0/2565, 20-21=0/5823, 19-20=0/5823, 18-19=0/6653, 17-18=0/6653, 16-17=0/6653, 15-16=0/5848, 14-15=0/2618 WEBS 2-22=-2835/0, 2-21=0/2152, 4-21=-1451/0, 12-14=-2876/0, 12-15=0/2137, 10.15=-1434/0, 10.16=0/878, 8-16=-317/157,4-19=0/889, 5-19=-313/160, 6-19=-776/422, 6-18=252/254, 7-16=-762/435, 7-17=-258/248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails SUongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect buss backwards. LOAD CASE(S) Standard ft".nai.r.011m..r'Firo M$rvulrym3urmtrt wocnmmragir noce"Wirr. mnry r iu.ntiy pFgrrurri l,sRFt F,wonirnron.0 Fsur.mr.rorr, Wne. e.iFr ue wlYib110 Ynl/ U•MrMxrl wPi.tiu l6p),Yd.111 pM....F.Ir.r/4n„e oMpYYM y/Y uj M1n.NWerglr¢.dellFl Rrywwrrr Y mWt.Y1R Anthony T. Tombo 111, P.E. I n4.r blwA,w1,4Y4bY,.y.1Yq/•Own.O..f.Jnb.iIoYliyAyn,n Y.rd/bOLYLL dbY/liyo/./mi bgr..d/bI11.1AMln./YIm. nFi 1.r.YOlyd r 1. lYOYynrlrtl. MMb MM.Y1M bxrOmd HirdaYigl.Hgl.Woti f110JhNY1U n,ba7/r "n+3 wierrnrny.,rl, run4r.u+.,i,ro i4wrimros u...rn 4451 St. Lucie Blvd. an.e.Wrh.tro.lq.r.hei.m.»b.F i meupF.xrOirFrr,F.n,.e.uF...tM..r ry u.m.Fr..o.w.nu Fort Pierce, FL 34946 ryviFY 9 11011 A I bd bnNs • 40Mt 1.lemba l0,11. L lam .0, r1. w, y Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0193448 WRCSUCE FL08 FLOOR 10ty6 1 Job Reference (optional) Hl "our IIY`.,. ' lull 1--, It J+J V, w,b„l lja 0-1-8 HI — 0 0 0 3x3 II 1.5x4 = Sx10 = 5x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi7ek Indusines, Inc. Tue Dec 19 14:43:54 2017 Page 1 ID:YsOQAlzBGko2hFpRYibzzzOpep-wTvYPW71 YGHWy4M195N5doRgvxkMEuIW6Dghg2y70_3 1-8-0 , 2-0-12 1-0-0 34 FP= 3x6 FP= 5x6 = Dead Load Deft. =114 in 500 = 1Q4 d 5x8 = Sx10 = 3xa MT20HS FP-- 3x8 MT20HS FP-- Sx10 = 5x8 = 5x6 = 1.50 SP= 5x6 = LOADING(psf) SPACING 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) 0.63 19-20 499 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0 87 19-20 362 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inv YES WB 0.61 Horz(CT) 0.11 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 222 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flal) WEBS 20 SP No.3(nat) 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. REACTIONS. (lb/size) 24 = 1448/0-7-4 (min. 0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-4=-5480/0, 4-5=-8308/0, 5-6=-830810, 6-7=-8308/0.7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, 10-11=-8327/0, 11-12=553010, 12-13=-5506/0 BOT CHORD 23-24=0/3101, 22-23=0l7228, 21-22=0/8675, 20-21=0/8675, 19-20=0/8675, 18-19=0/8675, 17-18=0/8675,16-17=0l7263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=-3367/0, 13-16=0/2555, 2-23=012573, 12-16=-264/0• 3-23=-265/0, 11-16=1870/0, 4-23=-1888/0, 11-17=0/1156,4-22=0/1172, 10-17=-303/68, 5-22=-301/70, 8-17=-1019/319,7-22=-1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 M720 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard aq•Ib,laybn.nr•N 1A1111fBt1tlt7le04 MOle4'iDemMj9'a11m7rtyWlrr. IA&M MINWILU .-Wolol—Mu"Maw.ftn'O bl/ u l,IWt OOblrb%N..14/ blbm bl74rlrW.lr.rlhPl bu/w.lAll7lWI•Lmw.dr411>•-.P"'14w"l b birwrr.Alm hoof.% 1111.4.r. M. rwlY, HnbR nrlr.1.doq/bMr.rB..Iilrer..%Mr1b,.r%,.m/bM,%[r%%/bie n.rPN bq w/blow pWlu some lmL* gwft omp,rohmad "WbbllynWll rb4bl bl*. rrrr,.. Ilxe,.r1.%I rbynrrr11w1/%Wgtlgrlaq lir.AmlPMrlAbrllfln,/nn,lb rd i. IPA wlbnpnWnrbin/bbwfMyr,Innbq blwriuu rlb/n..lm M.m1%/ i14ss19rrll..sgAOpr,rrM.AMr bybPW b0l b Wg byr.r hn7p0b1wr 0-1 MW Andwy T. TanDo Ill. P.E. it am] 4451 St. Lucie Blvd. rpl Pierce, FL 34946 07116 kl dllmsn- I I/.1/0, 1.[ rrwdlKljrplq.b b., it 44r1rArq O/r,Iep liwba4l tld hnxl•IUW I lydr ®,IL IW r • ill In . 1 1 Q Job uss Truss Type Oly Ply RYAN HOMES / SUMMERLAND WRCSUCE fF'LO9G FLOOR 1 1 A0193"9 Al un.,r T...... Fnw Dfn.ne ei o .nwe ..: ,._.__ Job Reference (optional) 0-1-8 HI 2-" — i ti••o ••w••• .v,,. v. ,cv .vuv .c Zvi, rnm. a..zu s rvov Q zu1 i Mi rex industries, Inc. Tue Dec 19 14:43:55 2017 Page 1 I D:7sDOvllzBGko2hFpRYibzzzOpep-Or rwds7gJaPNZExyjouKA?_.pdL4TzGWgLtOEDUy70_2 I 1-8-0 1 2-5-12 i I t 4x6 II 4x6 II 3x3 II - - 3x6 FP= 34 FP= MSM422 5x8 = 5x10 = 3x12 MT20HS FP-- 3x8 MT20HS FP- 5xe = 1.Sx4 SP= 3x6 SP= 5xe = Dead Load Defl. - 5116 in 10 5x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.73 19 433 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 1.01 19 312 240 MT20HS 187/143BCLL0.0 Rep Stress Iner NO WB 0.91 Horz(CT) 0.12 15 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 222 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(net) BOT CHORD 20 SP M 31(flat) WEBS 2x4 SP No.3(nat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1629/0-74 (min.0-1-8) 15 = 2000/Mechanical Max Grav 24 = 1629(LC 1) 15 = 2000(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6296/0, 3-4=-6321 /0.4-5=-9962/0, 5-6=-9962/0, 6.7=-9962/0, 7-8=-10880/0, 8-9=-10796/0, 9-10=-10796/0, 10-11=-10796/0.11-12- 7991/0, 12-13=-7966/0 BOTCHORD 23-24=0/3525, 22-23=0/8495, 21-22=0/10880, 20-21=0/10880, 19-20=0/10880, 18-19=0/10880, 17-18=0/ 10880, 16-17=0/9768, 15-16=0/4485 WEBS 13-15=4852/0, 2-24=-3827/0, 13-16=0/3814, 2-23=0/3027, 3-23=-269/0, 11-16=-2215/0.4-23=-2348/0, 11-17=0/1117.4-22=0/1593, 10-17=-406/0, 8-17=-0337797, 7-22=-1757/0, 7-20=-15/373, 8-19=267/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.lo the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) 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 i Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Vert: 11=-733(F) art•ib..r.yiil.•.r'l13M" l MU91MailMa WXMlnlrr(9ulrrolrletwrr...Q"i.O..rnrrn bbml.q.A..itrp rr4.. i lsrau.te"wSk- W ..0 wuv.mErr.rtp,.qrr....mlb ,rl..lrrrrr.w rt h.hntnrlr.t..trr hip+1rlr.wrA.V"".ua..+r.r..i. . .a.a„rr.yrrur.bsimbl.6M h'r.m+ treurn+n..A.el+...+Mnrw/r.b.raat..rybqrl.y.Ay ro,re.rl.r.c.p..rmtiayr..rn.m e.I.-kdbd8q1*rUJpurI Andmy1?.T11o0m08b3oIII, P.E. .E. rblgAsrf r.rMsI¢.. nnlyyrr.u.e.• d.vArb.(0W.F. d Feus..M . 4451 SL tude Blvd.ZEWO116AIefon-W1.T bl.A.m,PIt Fort Pleire, R 34946n.Aeoy..1.owd0iilrwm.ig4anPdd'a.l•i0wi6.vinoPr..inw.br A•1t..11ntvf•Adlrgl.I.sA.11,IL Job Truss Truss Type ON PN RYAN HOMES / SUMMERLAND A0193450 WRCSUCE FL10 Floor 1 1 Job Reference o tional Mr moo. ,tubbeb, ruff —ww, rl .Y —.. u=J.a..u.. a uaa.w.. 0-1 11 H 1 2-6-0 --I 1.5x4 II 1.5x4 = 3x6 = /.5x4 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:55 2017 Page 1 ID:7s00NIzBGko2hFpRYib=Opep-OfrwdsTgJaPNZErAouKA? huL2XzlVgLtOEDUy70_2 1 22.2-8 --, 3-0 i 2—M 3x4 = 34 FP= 1.50 II U3 = 1.5x4 II 34 = A c A 7 a 9 F1-3-0 l--f Dead Load Dell = 3/16 In 3x6 11 6x6 = 10 11 12 34 = 3x6 = 3x4 = 1.5x4 II 3x6 = 3x8 M720HS FP-- 4x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0 48 18-19 495 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.69 18-19 346 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 101 Ib FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(Ilat)'Except' 5) Gap between inside of top chord bearing and firstT2: 2x4 SP M 31(flat) diagonal or vertical web shall not exceed 0.500in. BOT CHORD 2x4 SP M 31(flal) Except' 6) CAUTION, Do not erect truss backwards. B2: 2x4 SP M 30(flal) WEBS 2x4 SP No.3(flat) BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-10.1 oc 1) Dead + Floor Live (balanced): Lumber purlins• except end verticals. Increase=1.00, Plate Increase=1.00 BOT CHORD Uniform Loads (plf) Rigid ceiling directly applied or 10.0-0 oc bracing. Vert: 13-20=-10. 1-12=-103 REACTIONS. (lb/size) 12 = 1128/0-3-8 (min. 0-1-8) 20 = 1128/0-7-4 (min. 0-1-8) Max Grav 12 = 1128(LC 1) 20 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3612/0, 3-4=-3612/0, 4-5=-4533/0, 5.6=4533/0, 6-7=-4533/0, 7-8=-3873/0, 8.9=3873/0, 9.10=-1212/0, 10-11=1108/0, 11-12=-1212/0 BOT CHORD 19-20=0/2129,18-19=0/4424, 17-18=0/4533, 16-17=0/4533, 15-16=0/2927,14-15=0/2927 WEBS 12-14=0/1609,2-20=-2353/0,2-19=0/1640, 9-14=-1896/0,9-16=0/1097,4-19=898/0, 4-18=-225/591.7-17=-42/274, 7-16=-116310 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. uy.rr„e.,ykn..r•rrroomuONelRm:rnnunrweocxtnla l uncnlwt rr. mhwrrr*r.rr..d rnnr+Vr.PWlrrru.r .rRrl.aty...frnwn.. rbnr.mrw.rin.a rmn aprwr.rrrm.rmn.nra,eta.P+>r=1ru+wwmvrti• ++r.rx.+..r•adMrrrv erufln,ryerorwrr..elnl.nrynn.gnryra.tine q AnMonyT TomboIII, PE. r. r/r 1.mr rlYlnr..y.Wq ro.w.ro.w'r.t.6,1 r.r N4hq.,.ra..t/rocrr rrYdYdyti,rml rq.r.i/r Wlr rll.u/r6m .e.1yY.Isi u*..htsr4y JilwrmrWq/ i 8OD63 rbw" Ib larlrloa sum Owe rl»rrpow rra.n4rr 1gbWW%*erwpl14im"I4mrwn d—Ok,PWFO.. 4451 St. We Blvd. A..r1. YaA Iro7Mga.wgl; 4l raw M,rl lsrnACp bp.bglr Wrllnye..L,u S!oxl7/albrl Dgalantarn6bW-TM Fort Pierce, FL 3/946 hlri{M0101{ Alledhnut•1 a11.leorl0,r. lerr.lomadeitd.oarAsur Ma n pablid rdwgdk aura p"shu.6» 44 Whiaut• Arbm L labs 111, FJ. Job Truss Truss Type oy Ply RYAN HOMES / SUMMERLAND WRCSUCE FL11GE Floor Supported Gable 2 1 A0193451 Job Reference (optional) 01*8 34 33 32 31 mun: o. rzv s nov a zui r rnm: a.izu s Nov iz zui i ml reK Inousines, Inc. Tue Dec 19 14:43:56 2017 Pagel ID:7s0oNIzBGko2hFpRYibzzzOpep-sr11gC014uXEBOVBHWPZjDW3Klcl ixOpZX9nlxy70_1 0*8 LOADING(psQ TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2.0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.09 BC 0.01 WB 0.03 Matrix-S DEFL. in (loc) Well Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 18 n/a n/a PLATES GRIP MT20 2441190 Weight: 89 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No 2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(8at) OTHERS 2x4 SP No.3(8at) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-141. lb) - Max Grav All reactions 250 lb or less at joint(s) 34. 18, 33, 32, 31, 30, 29, 28, 27, 25. 24, 23. 22, 21, 20,19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.50 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard wsr.l\nrv.l rwn. r •u G71 m96(AU7iaNY Ilia F fDmtDntlllnrPtl)ra7rJWrrr. rp tti vr+.r rnr.r..e Fm r4 u,.vtlt,rr rs7l.lrarJ hti'r 1ua rn n. Ywa.r su.r xa..lr 41/u.rFr r+r u.M.rr r no.s rr r.ImIn4Pr,MrArFP.1r rN• g1M,gMN..WrniF nhr.rP.nrpnirr r bbup/rui jrD rgrl.r uly,r. ma b.up nan..r+rmr.r...lrr rw/ewlnnr.e.yur.n clol/ro..,ro..i.rt.*/.r y..r,rm/ra,rrrrrd nq rrul r,rpr/rlsrrW.u rl.n.ayrtis,.a rr..uerruy.,/ A^tla^V T. 80D83 111, V.E. r Firr r..rarrte/r. n ur.rrsrrrrm,r pr m /rr+rul.r•+fa rr.rA111MFrrh tnr W nrndr pApr4 nrr Aror ngnYri r Aw/r bo ' o.rsrtirtrneer.F.dtir.sprr..rri bh.ul 6grrngirr+Arliy...4n.INnlpr.rFier ugrldrnwe1M.011 " o'Ao"yrt.nwa...rnr 4451 SL Lude Blvd. r IrbryMOT1P1•IUdlmtn•Amarl.IrFrlq/Licpdrirdeirirmrn.ig4anpokilm dwa60 aaprty»bN&.1Udbum. AAsrl.beMm,r1 Fort Vltaa,Ft. 34946 r Job Truss Truss Type HOMES / SUMMERLANDWRCSUCEA0193452 HJ5C Roof Special Girder Oty 1 JPI YJRYAN Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss corn Run: 8.120 s Nov 12 2017 Print: S. s Nov 12 2017 MRek Industries, Inc. Tue Dec 19 14:43:57 2017 Page 1 ID:7s0OvllzBGko2hFpRYibzzzOpep-Kt bg2Ylwrol5pY4KgDwoFO3708rrROYyoBvLHNy7O_0 1.5-0 7-" 110 7-" 1 1.50 II 1.5x4 II Dead Load Dell. = 1/16 in LOADING(psf) SPACING 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.14 6-9 536 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14 6-9 536 240 BCLL 0.0 ' Rep Stress Iner NO WB 004 Horz(CT) 0.00 2 Ma n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 26 lb FT = 0% 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 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 Quide. REACTIONS. (lb/size) 2 = 342/0-10-15 (min. 0-1-8) 6 = 327/0-11-5 (min.0-1-8) Max Horz 2 = 114(LC 19) Max Uplift 2 = 238(LC 4) 6 = 187(LC 4) Max Grav 2 = 342(LC 1) 6 = 327(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf, BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 bottom chord in all areas where a rectangle 3.6-0 tall by 2-" 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 238 lb uplift at joint 2 and 187 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9. and 17 lb down and 44 lb up at 4-2.8, and 17 lb down and 44 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 + 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: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9) E... rwr.,n,.e,••iropitrsseryuu•yarntrunrlma.otnmro.vrtrinrronlwurr. a,peyln.wed„rr.wl..r„ye•.Dioldrrr,lt.rxrl.ui. ,f em.,.o r+orn.errwar.rr rinm rs+urr,crate.r+q•tmreyMr6.W4ilq.slM+d.gn.e.p.r4rrdu.dyw nyr rran erv I.ifyur.rmdr..•etni.nr+ea.pnrwm•R Anthony T.Tombc111,D.E. d.r4ntwurgYY.ampWy4riwn,al.wlraeaa..a1Y 1e r,.a e4a6YddeYdNytidlr/laA•r/alydgW.v4armsd agi.i ir*..A:dY..lYdl,anirnYg4 0BM3 a1,•IgMltr ldvl• U.N•mw.alMdbpOoidPWn bYlail•d1AsWM.D111i IMMhl dflln rwlYpoA/• 1FIOManywJYnd0a1/root\rt.4eMgl.rinniio+s..an 4451 St. Lurie Blvd r..wie.ry•t.a dh...n q+i.d.ld irs.,•w6r.sgiawrlwre•n•us.mhw4q W raMwsoonrd.nn. Fort Pierce, FL 34946 WOOD1014Ad1whessn•AstmiI.d.11,1J.hplsrrdd'nirwu.'salMaispoWlvdwiMniotap" ni.6»lIWhnus•bMryl.I.doW.IJ. Job Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND WRCSUCE HJ6P Diagonal Hip Girder 2 1 A0193453 Job Reference (optional) n. nw. F.-, run rrcrw, r Iuvs .cum nun. o. rcu s Nov r[ [V i r rnnro. iLV 5 Nov aZ ZV7 r Mr ieK inousmes, Inc. I ue uec 1y 14:4J.Dtl Zu1 r rage 1 1 ID: g7aJJ k63pWs8AHldslpgjy7ODPoE93Fu2YcVnyRiO(OxSloecCwY7tArR6lreuppy7O 7 I 1-5-0 I 7- 8-9 I 30 = 0. 4.4 74-5 LOADING( psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 091 Vert(LL) 0.32 4-9 286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) 0.31 4-9 298 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. 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 uide. REACTIONS. ( lb/size) 3 = 196/Mechanical 4 = 109/Mechanical 2 = 437/044 (min.0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 = 310(LC 4) Max Grav 3 = 196(LC 1) 4 = 141(LC 3) 2 = 437(LC 1) 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= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 bottom chord in all areas where a rectangle 3-0.0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3, 91 lb uplift at joint 4 and 310 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on lop chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23 lb down and 55 lb up at 4- 10-15, and 23 lb down and 55 lb up at 4-10-15 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 + Root Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptf]) Vert: 1-3=-00, 4-5=20 Concentrated Loads (lb) Vert: 11=-8(F=-4, B=-4) 12=-5(F=2, B=-2) 13=- 32(F=-16, B=-16) nyrr.. moll,r•arro111TWM(VUuyMauI!Muuam"iniavKrtamourm.ranu,rwp- neiwr....rhan" iiraa,rjbensvow...Wn..wmel.rw.p wnm.piWMnrrrw. r.ta u.bn,eyoP.f,.y.rrkq.trm.ww w,m.n..a.r i..iw.,.,,w.,rRrrr,ar.y.oni.rw....ini r.6W .V. %b9gem ..ww, AnthmiyT. Tombo Ili, D.E. t r.norm,e.ur arm.yirr...ro....r.ewq..rwr rw.,.wsear.krsrrrrwtia•rmt ry tiirirr w..arim. rr,q..WrrIw4J0.. ny.rY/ rmb evy.. irs 0083 u. some bMrrpenrr.rnarwpk.a.rsa r.a afgrrr ai urfMnW1mWbp ip, wi.r.,rny.rrnranar.n.r.q.,im,y.hrr.ru.n.or.w,rn i 8Lude a.mlrb.aMrl.ragrro yyror i .hr ie b.ne.tl4.n MirlaageuP...wi.t a n a51 Blvd. P•• open arnbrn.iKi Fort Pierce, Luce Nre, FL 3rM6 lerriiib070%114l dhesut-lA.gl.lankliI.r.i. repMKiisdAiii a.n.uuthro,nril W.Amito n.i nti.bw4l4dhnui•Il.Mryt.toeb.m,1. Job Taus Truss Type oty Ply RYAN HOMES / SUMMERLAND A0193454 WRCSUCE HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Al Kool Trusses, con Pierce, ru J4`J4b, oeslgnigaitruss.com nun: 0.14u s nuv is gulf —4. o. eau a — 14 cu. • m wvc . 10:?sOCM IzBGko2hFpRYibzzzOpep-HOiRTE 2ANpvp2rEjyezGKr8T1yVlvDoF F VOSMGy70_ 1-5-0 4-11-0 9-10.1 1-" I 4-11-0 4-11-0 40 II 1.5x4 II 30 =° LOADING(psf) SPACING- 2-00 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7 8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017RPI2014 Matrix -MS Wind(LL) 0.02 7-8 999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468104-9 (min. 0-1-8) 6 = 323/Mechaniral Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 = 232(LC 4) 6 = 68(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/66, 3-13=-755/158, 4-13=-699/165 BOT CHORD 2-15=-257/697, 15-16=-257/697, 8- 1 6=-257/697, 8-17=-257/697, 7-17=257/697 WEBS 4-8=0/255, 4-7=-749/276 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25h; Cat. If: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed: Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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 rectangle 3.6-0 tall by 2.04) wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down -and 95 lb up at 14-9, 78 lb down and 95 lb up at 14-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 14-9, 13 lb down at 4-2-8. 13 lb down at 4-2.8, and 33 lb down at 7.0-7, and 33 lb down at 7-0-7 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 lace 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 (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31)14=-85(F=-42, B=42) 16=-4(F=-2, B=-2)17=-54(F=-27, B=27) w..r.Pie•...w,..w•rlroofsw;wlryacwmnuwefslnmpontrluobruwwrr. mn..rr N,Nr.r a,s,rl...IryelNww.ff f.rau.w,.,ti w.. ru•.n mr.wia4 bla.or jrnu/YwlbrYlp M Pict 4.bnrkyl•j 1NN'161•slwf/.rAru •wrm/w.tr l•q.eMY7YYY/wi•j, bn gdswl p.reII11. M1YyearrtWrr•rrOYf Anthony T. Tombo 111, P.E. I rw4Mlq,r.lrrphw,.v.mrr+rw...wo.nr.e.bd vr.wryw.,•wra4wKwnrwar yNNnuwyrwa4dmN w..4wnw.sy ys*.sa.Nb.l+rwwrrR+ 480083 w lMflr1r^rlNw Y.b uw•YIONwInOmNAiYn wYhf4t/rrYM WO.ItlS1fi6Y1hI11NW n,brMr ps r/ x/1NnwnyWir Ntl 4rhgi r•,Im MphpsNlm ldt.bn,aMf 4451 St Lucie Blvd. anwNrA INr Nq••iww1k41r•wb1 M1bsiMtl Gp+hglwW l.•bw f.e.4.r•.f Y40 Yq.l.n nnW •11r1 Fort Pierce, FL 34946 rrirb0111{k11WhnMS-bun 1. IRA* M,r.1,kpd•oisdAirrr•rru.uulbrrabr46110Wm•atbwau.Nn41i0bM1W1W6MSn-A96MLI &M,H. re Job Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND WRCSUCE 1J5A Jack -Open 10 1 A0193455 Job Reference (optional) i nw, rvn rivrw, rL 349",duspgn@ajiruss.com Run: 8.izu s Nov lz Zul7 rnnt: 9.1Z0 S NOV 12 2017 MiTek Industries, Inc. Tue Dee 19 14:43:59 2017 Page 1 ID:?sOOvllzBGko2hFpRYbzzzOpep-HOiRTEZANpvp2rEjyezGKr8WyY6vlhFF VOSMGy70_ S." 1-0-0 1-0-0 i 5-0-0 20 = LOADING(psf) SPACING- 2-00 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code F8C2017/TP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-" oc purtins. 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) 3 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (Ib) 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=116mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; 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 DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 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) Refer to girder(s) for. truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard w.r•Irur.yy..r.ilrei1lll[i(villnCl7314inlldi4tElRlNj/mrlxnl[I104.fin rnMgiR+rnrr,.wi..r,yr.gpirlrrbeglld.litrrw.rrrr.n Nn•..sw.rkiO rtn ur+.nuirwrrrniir.d r.Mlryyrp..lprI.W.ftr.gW14MM r rerrtr!elrw r6kWdbN hnlyor.ru.q..minl nrwrv r Is ore...rq AnthonyT. Tombo 111, P.E. hr,ry /rOr,,rl.w.n4.ia r.rirri l.r,.ro a/rRrW.IridlAYroi.r nrl rq/r Wei m bVm*11, Im..s olkW4 OWNNAs.d bq uAl,r mpdyl rt. ir,rw..Id e.bmw.rwrrpA..rr.r.ri44rwdirairsikl4rirriylnriun,bndr s4rr•. AlaMrnp.Yi.dtln ri.I1.,M.rylq.e.innlskfn. 0u i BOOB) w+ rn!.!.ue•we....til!rrre.ri Iri.,ryrp.irmrwtinup.i.uf!s.!yr.ragiaeq oq.rwrnnnirl.>wl 4451 St. Lude&vd. ZtFortPierce, FL 74946 grilb 0 2014 A I led 6nin • Ardrry I.Irdrm.l f. repMrilin d0if trn.n, any Ma is pAderl.fOrA IM amnt..iiuu6n 4•I ird 6nw • taMq I, tael.m, I'll, 1 Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0193456 WRCSUCE J5C Monopitch 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design®altruss com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 M,Tek Industries, Inc. Tue Dec 19 14:44:00 2017 Page 1 ID:?s0OvIIzBGko2hFpRYibzzzOpep-IeGpga3o761 gg?pvW MU Vt3hiOMv3ekbPU97?tiy7Nzz 1-0 p 4-11-15 r 1.0.0 4-11-15 19.A 11 o+- 1.SY4 II 4-5-12 gap 4-5-12 0 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) 0.03 6-9 999 240 Weight: 20 lb FT = 0% 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 4-11-15 oc 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 ouide REACTIONS. (lb/size) 2 = 236/0-8-0 (min. 0-1-8) 6 = 223/0-3-8 (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 2 = 71(LC 8) 6 = 94(LC 12) Max Grav 2 = 236(LC 1) 6 = 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-157/287 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25h; 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 DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 94 lb uplift at joint 6. LOAD CASE(S) Standard th r•il er MA—W&110p WB(YUU)i13n Pull 1 UYOn1i111N111PJwmili.lerb bb-9 1 -Yn M.e 1 r1RN rtnar, M,drnrrrro r,u e,.nmryt,..P,.wrrr'.irww lr,p,ww.ww.,+rr,e+,w 1w„u+rrrrrv er,.i.,,rprornl.n..Inl nn,r nn.11.1 vu..rM Anthony T. Tombo III, D.E. rw4e 1+„r.rr xrml.udy ro...ro..,. .ru+rice*...r n rurrrrrdriydrmlrN,+trnrr run+ri,n,.aympo.r.•r+r.wlrorr.y.wq JSK183 1.tw" nyrrlMat• 0 MWM rill IrP na1PWn4 Mye,vrf/. Wwr(IWd0Yub11MSrl In1 rnrpo l Yo UleBnrnywli,dYl+run,r4.,1m,r,tq.Im,wa,+n a51 St.LucleBlvd. rerl.fan,e rqe..n 7+1 o..n111rew,1,u up.nwlrrr n,1.,y.u>rsupw.rroe ugwr ooeerw.TM1 Fort Pierce, FL 34946 oWi11t O f01{ A 14dlmw • A16M 1. Wo 11.r 1. kitdoros ddif Wwu. eq b. h re11ae1 rAea M amnle,„wh» kl led6nut • Artery L le.M10, r.1. Job Truss Truss Type aty RYAN HOMES / SUMMERLAND WRCSUCE J5E Jack -Open Supported Gable 2 1PIY 1 A0193457 Job Reference (optional) Al Root trusses, Fort Pierce, t•L 34946, design galtruss corn Kun: a.12u s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc Tue Dec 19 14:44 01 2017 Page 1 I D.7s00NIzBGko2hFpRYib=Opep-DpgBN40u09X I906337kPGEwZmI HNBeYlptYP8y7Nzy 1-0-0 5.0-0 F 1-0-0 1 5-0-0 1.6x4 II 6 5 2x4 1.5x4 II 1.6x4 It LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Ina YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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 ouide. REACTIONS. (lb/size) 5 = 42/5-0-0 (min. 0-1-8) 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-0=-208/330 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Enr%, 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load noneoncurent 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 rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 Ib uplift at joint 6. LOAD CASE(S) Standard u r.ir a yl.o..r•AlaornmisFswo-iamu rtamiotstma(lrltrr,ytwrr. rhwwr..atrnrr,rtmtrea Delrra.rtl.ssu ero+ratan. rwua•.mer rm,tA rl Iw.•r jwt tt/k rtttr r Ir tit NtNmFtp6rwy.lpwR itPµr w•rtll,yrwtrw•n tlr tti<ar gny.uAr,r rhYD•r nIt ot 4.4 r t r,,r p!. M1 w t 1•s t rrtter q rwxwlrmr..tr4ernt ogAro.r,reuir.e*+.rYr4 q...r•re4rtl,rrrrrelMgtrrUlbp.•4rlrl.lgwr 4rl tt.dfgttyvq,.rrrrtngWrrny.Iy1 a'thwyT.Tomtglll,D.E. rlrrrr*rt.n ut.tor•rlsrr•,rnrtrsn4rrutlt.rtrars.agrrwhgrvuow.rl.rrtaWumrny.teatrwt4ruwtrd.,xtanglq..at.urre..rnt 73 d+.mrrrtituete r4•.nnt arm.r.Atwl„nq.l4rrsulrrra4rp.•A.,frw h.+wlr ugrmtreoorJd In+. 4451 M1 lode Fat Dleice, FL 34946 tp07016A•1hdIntut•Aol I• lt h01,11 t IrmdO4Art etit 1r.o VnAiM.Awfirainn Ir•sintin44ttdlntm• A ryI lt•MlIi,IL r Job Truss Truss Type oty HOMES / SUMMERLANDA0193458 WRCSUCE J6P Jack -Open 9bnPlYRVANReference o lional Tsb "n» Paee Al Koot Irusses,ronrlerce,rL 3gygo,uesigneaaluu—wn.- ID:gYaJJk63pYYs8AH1 dslpgjy7ODP-DpgBtv40uO9X190633?kPGEoFmBSNCAYiptYP8y7Nzy 1-0 O 5-6-0 1-0-0 5.6-0 U4= 9 5-2-0 LOADING (psO SPACING- 2 0 0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.09 4-7 729 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 DOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purfins. 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 auide. REACTIONS. (lb/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 = 283/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 92(LC 8) 4 = 01(LC 8) 2 = 190(LC 8) Max Grav 3 = 140(LC 1) 4 = 99(LC 3) 2 = 283(LC 1) 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=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=15ft; Cat. 11; Exp C; Encl., GCp1=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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni 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-" wide will fit between the bottom chord and anv other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASE(S) Standard tMI. Irw,r.'¢g..r•r noa MwNuuygrsu rrnrtdrocemmgroriryxnonlrrarrti kAky rnrr.MM rn*a.pre;rrurwr 1 rRrt br,t nrdn YbudM.srr.rt..b Dori s4,urrnrrrlc•kner u bn+wyh*.p..ymquM.rlr•d•e'o..r..'rdroacr+.a rerrMgdruft..ymorlrrM...wt r kW.M.^Wurdn.rq Anthony T. Tombo III, D.E. rn,drntw r rr.rbr.y.egrro...ro..r.rme..rryo e...r.ndracrotrrbdr ytirntt r.ddrrrr w..drb.nr+Rr-%ft-P a..lb.+r rrnv•.Md ! BOO93 rbdk@ks9rdk•1.edn 1•d•r IN rrpan nrpbnd MlgrrwdW& WrnIxitim1b rh MrSUnid•Sorp dpbo Ullinrny.Wiir rMtdYbnlMp., l,r. t lAr.l lnHeukb•.in "51 St. Luck Blvd. w.nu.ww t.dr+r••hap..ar tab.nk4uwbwtrwrrwp,.bwr>rster.d.tr4 uw••nnbra.mt fort Pierce, FL 3046 Npr*0N1lklbdfinsn.Ar6ogLbr6r111j1. Gpobmsd6nbraw.iorry%mhMoMAdK6rg6r-omp" eelim4.1lod6nwr.Aribm1.1 6.a,IL Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND WRCSUCE J7 Jack -Open 10 1 A0193459 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®at truss com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44:02 2017 Page 1 I D:?s0OvllzSGko2hFpRYbzzzOpep-h?OZSF53fkHOvJzldnWzyUmsp9SK6eOhyTc6xay7Nzx W7-" 7-" 34 II LOADING(psf) SPACING- 2.04) CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0 24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0 05 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-&0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psl 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 rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard m 4 N AA Dead Load Dee. a 1/8 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% aq•rlwt brygmn r'1lrltl muu(5tu1r1 pew Ilut r muris aim11 rino1nlrtattrr•I,rylyrrernr.tnrwn•WinnMarl wwar•mnnt Min rw eatswisi, rtn4. e.Ir urrwtrute•rM ntlntry blrW.>I I:wrr.r.w.rnfur.pw er Wrrrrrq rirt cnrYpl.rerr6enrl M1tn wM.it4or.n..WN Anthony T. Tanbo III, P E. rnad1. 1 1o'.1myior,ftdb§ w.ro..rt.ree*.rrrrlln...o rnxrlLwrrrtdkryd6rml o.yrM relrwWn run,.ayrrl re.w er r.rn rny.rq 7 88083 bliv" k•t•••tro•, u.roc•rnrrrwdnrr•+n bM4 wvnrtr.e.111>trr+ukrnrsun rwrr rt wirnrnv.rr rrn r n r,p.,ume,gl4wdtmtm.o.rn I a51St. Lude Blvd. thin W rt"wNw••n"bdr•lrrrl trhmMyhp.elOtrldlwY•p,•6rol.as hpwly Hhl Yyr MntnnNN•fel w Fort Pierce, fl 314a6 tryri11t0HI{L• llorlhnut•IrOwr1.IoW11,r1. trptbab•d11'elonem.irryhraitpthlurlsodwAtmm rrtwnirhreA.lidlrnut•Ir6arl.lultm,rl. r ti Job uss Truss Type Oty Ply HOMES / SUMMERLAND A0193460 WRCSUCE6A7m" Half Hip 1 1 IRYANJobReference o tional At Roof Trusses, Fort Pierce, FL 34946, design®altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MrTek IndusUies. Inc. Tue Dec 19 14:44:03 2017 Page 1 ID:7s0OvIIzBGko2hFpRYibzzzOpep-9Byylb6hO1 PFXTYUBU 1 CVhJCSZwOr4HrA7M1U 1 y7Nzw 1-0-0 5-0-0 5-114 , 1-0-0 I 5-0-0 0114 1.5x4 II 30 = 1 SO II A 5 x. 1.Sx4 II 1-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 029 Veri(LL) 0.05 7-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.02 7-10 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(CT) 0 00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verlicals. 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 quide. REACTIONS. (lb/size) 2 = 221/0-8-0 (min. 0-1-8) 7 = 30310-8-0 (min. 0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 = 116(LC 8) 7 = 132(LC 8) Max Grav 2 = 221(LC 1) 7 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-179/300 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=S.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 exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 116 lb uplift at joint 2 and 132 lb uplift at joint 7. LOAD CASE(S) Standard r. n.,rr.mn r•, i rra !suerywrarw eus 1 rw4rnmrwl alrlxrrnrrrcrrr• n,rry r••r,r nrr,.r, r,.,r,ya.ti(ogrr vti r irrr,r I br•,u.rr, n. rnr,.n, w.r R4p wum.a•+uar,rranrrrnY r,.>nrr,rpnl,.yuqu slar.wrr rmm•wp+rNur.r,. wr rr rrnyaro,fcn,rw.rerry..ear. n.n.r4rr.r+rr AnthonyT. Tombo 111, p E. r.nanr.,r.rwrnamrw,+rl.n,ro..,.ras*+.rryr.,rr.a+retrnrrrawrrorrmr ayr dotint"wr.v+rh. ""WAR "'har.b"aarrny.,dR+ I SM3 rra, rvr•lexr Urrra,••rlydrpemr0- tinarrll In rfN rrM.QI7 Frr11 i1lrSfln,d•earp•+r r 1111tdafrn pdinrMl+rMnlr,p•,rm,rwr,.rrnroeso.,rn 4451 St. Lucle Blvd. ar. rr.r,!+a r4.,r.har.rrrnrr 1rh.,ramp..nwrrrrtir,M.,.>..usrmlgna.rrr4 rop,mr•.rwnwr•mr Fort pierce, FL 3046 gpirr0111141 t•d6a+n•Ar0•ry I.IW10. rJ. kp.Iwi..ddnWwn,'rgMahp.Idirl+aYaiMwienrenittia6.r Ad 4alntur•kdgl l.eE.10, rJ, Job Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND WRCSUCE M6B Monopitch 1 1 A0193461 e__• T_ -- r__ _ Job Reference (optional) w, .•-• w•y•L.yo •w.w•n mun. o. u a ,vvv is cv i r rnn1: a.1N 5 mov 7[ zul r mI I ex moustnes, Inc. l ue Vec 19 14:44:03 eon Page 1 ID:7soOvllzBGko2hFpRYbzzzOpep•9Byylb6h01 PFXTYUBU 1CVhJCHZvor3frA7MfU1y7Nry 1 0 0 5-114 1.Sx4 11 LOADING(psf) SPACING- 2 0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.06 6-9 886 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Verl(CT) 0 02 6-9 999 240 BCLL 0 0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.OD 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 23 lb FT = 0% 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 5-11-4 oc purlins. 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 Installationguide. REACTIONS. (lb/size) 2 = 217/0-8-0 (min.0-1-8) 6 = 318/0-8-0 (min.0-1-8) Max Hors 2 = 116(LC 12) Max Uplift 2 = 117(LC 8) 6 = 118(LC 9) Max Grav 2 = 217(LC 1) 6 = 318(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-229/435 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Enct., 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 reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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.Opsl on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 117 lb uplift at joint 2 and 118 lb uplift at joint 6. LOAD CASE(S) Standard IYrurw mn %-I I M TUMMUnNOU 00% IMKS MIN, rldwelR411r1n I••rI.YP I..r•r•rr,.r, r.t„yrgpgrrrlql ib Rll.Mrn 1r.14n.0 Yme.•. r4.r R.b 619kaft oonurr•rrrlAbrr4/ u b.reyl.Yr.I1.rr4elrr.Ir•pem.wrrn4rrru.r.pw urrrlrrr 4ru bniyul.rgrr,.loInl. nbynn.nnry.rsncart AnthonyT. Tombo Ill, P.E. r•r/r Iour lYrer q.dholk .rb.w'WC•I..r YYrhyr,.ru e r4rm r rIr1Y r1rml b d rlMrgwm/rl•.0 rOl l.O r*,roarrY•q Jtlrrny.uWl 0 80063 r1.104rvtr lr.r, Ul.x ur.rgrrp4lndp•In14•rY1t.p.1MW.s1IU4141fMHnIrLOnibndrp.d 1Manrnwrlr,rrrn4rbn rp.,Im ru.tq..rtm m.e,•ai WMll. 1r..lq..nyyil.l. 4451 St. Lude Blvd. ar.lu Y.bd IY bm IWPt.P .101r . IWJ*bv .. b•u I.4. I"M I.n OMNI Y.rn .01kolmto"051. gpy6070111• I led6nw•4Mgl.lubl U,IJ. fePriniadOifMmn.uurManrrllW r4lrrldlnknleoiluubn•111d6nut 1Alry I.ImLl1,/.1. Fort Pierce, FL 34946 Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND A0193462 WRCSUCE MG7 Jack -Closed Girder 1 1 Job Reference o tiorel Al Roof TnlsseS, Fort Pierce, FL 34846, 0es1gnW81t 1S5.cOm MUM 0.JLl.5 nvv .c 1- 1-- 1- .«..,, ..,..6.. ..... .-.... __.. . _v_ ID:?sOOvllzBGko2hFpRYibzzzOpep-dOWKWx6JBLX69d7gIBYR 1vsPpz5xaOq_PnSDOTy7Nzv 3-513 7-0-0 3 S13 3 6.3 1 SO II 6x6 = JUS25 3x6 II Jubm 40 = JUS26 LOADING SPACING- 2-"CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.06 4-5 999 240 BCLL NO ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5.9=-653/1919, 5-10=-653H919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-21571734 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7) Use USP JUS26 (With 10d nails into Girder d 10d nails into Truss) or equivalent spaced at 2-" oc max. starting at 1-5-12 from the left end to 5-5-12 to connect lruss(es) B04 (1 ply 20 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) 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 i Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) t"• n...a.ylrm••r•u10WMfaulrrRoll tlrntorlaoeusld.lroroIuu1rrlwlr.MAI r rrnrrr.rell..rn envlro ra+nwll.:.artan.ulrnls...wue•.mor.em.p elduaOrktrM. rYa.el.••Yrf.bn6si W,%I.Mbp.QYu/wglr Mf.uwviFalnfd. ..nywllelVYeYp16 AwigW.Yglr...MIM.h.ywq•lrr' 4 Anyrpny1.TomboIII, V.E. r.sl nW.rgWgnb,.yr;iq iDw.i4w,tr•lti*+•r Yiy\y.•r.re 1.01.MrrrMYiaq...r U7 M1.gM.Ir1 r4W a e6w.V4rey veF.YrrFq Nl..rpftq/ a OM3 w4aarrce...is-, lorarnBorneorrrs.nlrlrl o.rrYnMnr4MPWW1iVIOMm'm.ant•MIibilhngwWw.rY.n.rbbm".ImMgl.Mwrunere.•.r 4451St udeBlvd. r..a44rq. lr,A rr.rssran.+rn.lm.rn*bwIs131h"w1-0li nlm..l.p.+nr++r e Neaaw d.nu. Fat pierce, Ft. 34946 tF0030f111 Adt. d lrnvt•5ft"1.Well, ri trpr6.tiMd Sit trwru.a nt lim itpddee1-d"at onp.ittiw.4M W tw lnm- d41.ry 1. 1a6. a, r.L A Job Truss Truss Type oty HOMES / SUMMERLANDWRCSUCEVM3Valley1A0193463nPIYRYANAtRnnlT..— P— ole...e Ce 3494G d 1 b Reference o tional esrgn(dJa Wss.eom Run. 8.120 s Novi 2017 Pnnl: 1.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44.04 2017 Page 1 ID.760OvilzSGko2hFpRYibzzzOpep-dOWKWx6JSLX69d7glBYRlvsoszKCeYw Pn5DOTy7Nzv i 3• 3.0.0 - S Anrti 2x4 LOADING(psf) SPACING- 2-041 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(CT) -0.00 2 n/a Ma BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gi REACTIONS. (lb/size) 1 = 90/2-11-6 (mm.0-1-8) 2 = 67/2-11.6 (min.0-1-8) 3 = 22/2-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf,. BCDL=5.Opsf; h=25fl; Cat. II; 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 DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord 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 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. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard sl•inn.s.m..r•ukxriirs>st'kiulriQuwitooAtorimrakniuifu•o'luolnaaeu'r. rrrknrr..+mr rr+ieumrr4bn lnrrr ke.ri i.4,Atu.ka..+rum.0 nns.eo r.um.Mrv+urYlMnWMM ri!Mdlyr4.nh7A/NrM.d96P4iW gMAM++ugr iM r p.gngeniMrr qlr iuNa Yglrl.r.kn+.nn•rrr rsr.r.n.r+y Mthwy7.Tmnbo111.v.E. rr4en 6mregNrr bmxeul0¢4YO n.YCad WL ry.o.IdYr u^..Y rO/rq.rrrrYlMe nCrlxJ M1q"W+Ylow elkv m db Imam"rrt m',.W r hgd bu.iet3J t r. Arr rr.e rq.e.u4i.e rr m,rrrrn4ri.ugle+.ware..wgi+mrAmruuw aar rarrr., IMUnits 4451 k Wde Blvd. k • ri+•raMmur.b..eolrniaraq...u.gs w.tq.+nwequa eran orar.ou""'Orrr+ rim,rar.rorsyyewrk.nr+e...r Fat Pleas, FL 34946 UrpiWIDRNA•IWlmws•AAurl.lrMm,rt Iepba rdeill rn.i glo•bMdBie1:A abaanpal she4r4•1led4nkn•AeSMl.laMO,PI M Job Truss Truss Type Ory RYAN HOMES / SUMMERLAND A0193464 WRCSUCE VMS Valley 1 1PIY 1 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design(daltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44.05 2017 Page 1 ID:?sOCM IzBGko2hFpRYibzzzOpep•5a4ijH7xylfymmhtiv4ga6OWgNd7J?A8e RrmYvy7Nzu 5-0-0 5-" 3 2x4 11.50 11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 16414-11-6 (min. 0-1-8) 3 = 16414-11.6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = -41(LC 12) 3 = -75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) 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=116mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; 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 DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 24)-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 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard rrry•Mrbrjlr rn,r•b'H 13Y 011 f4117T WWI Ctlrlt Dr1 UIIGa('O R1rPJM9fNrrM Ir,hfq pnr,rlrrrbsbfrm4¢br•IxrirM Wgl.4rr.tl UnmlMMnM Wub•m OW.bin.rJ arurb rianrti,w rls.rri r,l,n na6wP+.f+1s,r.nm n.,e.,N.,+er+nar.rug, 'rerrb«y+r,.Aew,m.i.rmrl se nu lrry w+N.,.Wars,.wr! AntlbnY T. Tomta III, P.E. r..+r,1im-qerRebn,oeWr/ro...rcri,rrr+p.rlr rq...r,rr+rn.rtrrkrrre irro,+. Ir M+rlsrgrru+a lMt.ritl.ty mr,.+iwrrgesrbih.Yll s 8M3 wlrysorert..v parr.rl rrra„rptlr,rrrr oe.+w,tr...FMr+nrhmruuo+srrrr+r++ mao'k y4451 k tude Blvd. e.. wwh ts,agrr..r al.w,nwitwmrtnylq,..eolwcrd hnp..uw,tp,.l.+n1+W ew rnoem.ou. Fort Pierce, Ft. 34946 trnriprQ t/11Allrrl lntur•ArOrry l.IrrDr W,IL leprbuird Oitlaer.ir rq 6ra 4 pr ilbr4.dw is ion paribrfio 41 IWIrrun• Arllurl. Irdr m, P.L. JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, 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 0 ti Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) Attach Comer Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 4rq•Iboer.{iryrrur.b'J 1701IV.tdr'YWl lif W N. 11047 dO0b,'QSr t(1gNB4CrT W NA YyN*r d •drr•t MrAsitiAl lrY ldR1.6611! IiaarAtlµrr w.e..ar ei•o a.M N..rd /wrdilr.r wR Irr6wr 4..Or. F.lrur•gl rgruw••upar rnMur V+nyniy sNt wujr6•r MrM•dr •r n i s r eurrn rrr rae "M Anthony 7. lombo 111, D.E. rM wt.nt.wrrtinrn.ria ro..,rt.rr.rd*+.rrr.tuq.r"u.urtrrrd etw.•rtrw>r rd rr•r.,r.u rrnnrr ryv.,rr.r o rrrn q YI1Mwate•rna.:rwrrr st.rtw..takyt.rtiorra..iu a 8Lude n.w•Idr4rfe•dr 4 rAr•dd L4robyGresmrl.Y M+.. tn•Fa.t.r lr4 ngeL•de"o•fdaliM. 4. 751 St. Wde Blvd 000 NIf bl W bnws-Avb ,I.I=69Ltl lepdWr d tal•sgiey l••, 6 pdibm it4 M.ime,•rttirb e t l W bean• Way 1.Ie.1el,/.1. 't e• FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-400.1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I' - 3' MAX. DIAG. 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 6 r 24' D.C. 2X6 DIAGONAL BRACE SPACED 48' O.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 V/ (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) - 10d 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. VERTICAL NAILING SCHEDULE: 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 (131' 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/ I I / GABLE TRUSS 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 INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE I- TRUSS ORAL CTl In AN ADEOUATE 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. N JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL I THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02. ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID.FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-40e-1010 PIGGYBACK TRUSS REFER 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' O.C.) A PLIRLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH Y X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. q/L•w•ipgnw•r'llllp llltd(WilfjRl!111 obS/I0019y11l•(1•If)IIIgt.7pPira r./1Ml.wsnrd•r•YwnRpY•rrrw>,LIr IIJ ICoYeMnm biu•r.am•rIM•A u .a.vomur drrlosh,wt P1.Wooe4bmeal" uw.rr..rr,r rr.plow•Irxnlima•r'Oak am ow.ar.yl fttoo"I.lombo111,P.E f rr•loraor•rrt•rrr ylore+.,re.rl.e.olo•.rwtirul•.rmlorcr.crrdrgwruto.•rlorar•wwnau.eew.s.eerrrqurrwnw+rilo 1B0OB3 rrrlleW. rten.U.raw•rDrwrmnrpr nlowt t.l..LgYr.r;CpAarkmrWi..rrdrrslol.m}wWlrnr s.r.rrnlorwoMw,emtr.hf.re.ul eor.aln 4451St. LudeBNd. rr.w brd rUs•1 r•••MMip'•r•lo+l hYmry rJ•••glw64yMy,•YnrGrlahr•logY•Yt uq•••1•sr •r•N•1.1111 Fort 7itltt, FL 74946 Iipilil01111 Ll trl lmur Amiso .11•b•ki'l IepWxi o ddhimmon is rfNm h PoWb/.6rel -inn wria+irbes A-1 IW limn -Irat l.IrMR P.L h M JULY 17, 2017 I TRUSSED VALLEY SET DETAIL -SHEATHED I STDTL05 GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EOUIVALENT. e 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. I 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 i INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. A-1 ROOF TRUSSES 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE. FL 34946 TRUSS, OR GIRDER l 772409.1010 TRUSS 1 i i VALLEY TRUSS BASE TRUSSES TYPICAL) II / 11 11 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A E END. COMMON S. OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98. ASCE 7-02. ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 160 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. e•Ir. s.pp.m•r'u 17,11 lulzr mIU.'IL rite etonsnWO 4}natcoawIn retkq,menrn>reo.ewrnM+Y I>rreO..l.lmll!Ubrelreli m. Yuanm m1.rIlt.Jt rlaa.rym rrrrram w h MieNtq..Pr.tra tyr.lrw..ist*w.ogr rr rmaywnluprrstrrrprrm ruyei.ral...rml.r.na• W.•! AnUronyT.TorftIII, P.E. rm. ee 4mr ra w rnqrrrr6.m.ro+:u.cr4+•rwprap..rourrr[.rurrrdlaqurriM.bq.rrrolr rrvrrrm,.er rrss.mr rrqurwr nw.rrr :SM3 rutrlrysrtrs umuwr:rlsrrrslmrPiM+r rrglr.sdgr.rptril rM rfu nronm lrp+in mI•air.Par,rYnrrca Iny..n,h+bp.rMn umar.d a 4453 St. Lurie Blvd. am. sr.trmare.•.roeh Mn..r bum lr•N/swellrMee kgr..rnlls.hrr+•w7 Oytlei ms nia/.rf. Fort Place, FL 34946 r( wilb0rl/ 41M1,91m. Aram L1 N1 m,Lirrdmwll6kd nmt,i rytwo, nPdb1M.eMaIke niomp iwobwA•IW4htn•1"11.lecMYl/.l. p JULY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS, OR GIRDER TRUSS DETAIL A NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: STDTL06 1. NAIL SIZE = 3' X 0 131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.0 MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5 BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES WIND DESIGN PER ASCE 7-98, ASCE 7.02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7.10. 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS 02 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24' O C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. ft"rr..h„rr nt101tltl(IDIR1gru mn1IOO4Cr1mproffnmtx w r%r r.Ar.vp m.w"+.ua.ktiti.Epp.rm1t.w.Rrlrn..o,I+..mMua..beM.wm y 2"v..+.oamyrno* uyr4.Iw.0*hPm0r.WN4lywlrupomm.owAft..opl+rNnw p.N1p Anthom T. Tombo 111, D.E. rn,4ruorRrurar.. + ra.,rears.ry.'..rwy .ra..+rcr r rsrry r..nu w+rur.wr+rvv.nrlr o..ear.r.orurrsmFaeT+ ; SM3 rw W..r,..e. u.nu«.rltraranrrrerralwl.rir.r.r c,.rylnrwwwcdrp.+pr. almrsar rorw+rru,4..1 otro*,Pru.. o.ao....ru 445) St. tude Blvd. ter.rr, eq+r•.gtia.w.r IbruY.l s.r9rYY r.y..ru1,Y.hp•r.rrr sg4+drn...46d.oq Fort IMeme, FL 34916 G i 011111dlwlinun•lnia I.bWA,1.L 1 rlwrrlNslrnw0.0 fs.,e I ly4iA+O..n4. Ai dtIMqpp.iLlr.IwAIlulUnus•4Ag1.1..Y91/!. JULY 17, 2017 I TRUSSED HIGH WIND VELOCITY) AIL I STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MK MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24- O.C. (BASE AND VA Q srVVR+INV I MVAACJU1MCb+ LT VNVC+I VALLCT IrtVOOCQMVQI DC DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6112 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) ee• I+a.`.N;+..,.t•ut1o11oast'wlrlsrwa ue suc+ctnoot+('o5ryrumluwu'. 1.4eype'.m—L.tMY.n+ Yid o.114n.il..rrtl.rdl l++t++Mytp+.0+.4m6t.lrw.ad.n.np.,rNwr+or..l wgrrey ry i.0 i dl.ru.y.0o Mi. reyeay+nweourr+,rrer A,,otry T. Turbo Bl. P.E. rsirt.uy.Jarinruueryerc..,r0.r+r.utgo. mom".m.r+rs4sro,rnrrr4rtymrouo raotr.,wd ru.e..er w sT.ao..r.gor rmt.c.e J8=3 r1+r4a,y.rl.s.uw+mw.nrs uarpmn rwgtsy..fcrrr.pa5,rm.mrltl+ bprpo.Ri.rotee.rr+r.w+0kluw+ye,bmb*EW WW' 11 wc.., 1 4451 St. tude 8W. rm/dr111.fsttrpewgR^wwM 4t++A}ft.Y.11tn4Y gr,. Fn+Iw.IT 4Rwr1 Uy.E.tnwnfb.l.IM1I. Fat Pierce, FL 34946 itM 0 fr'161J W Irnwt •4tMry I.IwM 17,1E tep l.M.tl Yv.4'sM lr.,„p.bleel .dwM.inn n.b+i.Ism 1.1 W E+nv+• Imdu11,1ob. W.F.I. 11 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUDV2.X4 02 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' OZ. 2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF 02L HORIZONTAL NAILED TO RTICALS SECTION A -A 4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOD SHEATHING TO r SHEATHING 2X4 STD SPF BLOCK I v DIAGONAL BRACING ** L - BRACING REFER I v n REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN 2) - 10d BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12, MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP 113 OR BETTER WITH ONE ROW OF lOd NAILS SPACED 6' D.C. TRUSSES a 24' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-O.O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240, TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE IOd NAILS. 9. DO 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'X3D' AND 0.131'X35' 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. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE1 2) DIAGONAL BRACES AT11/3 POINTS MAXIMUM STUD LENGTH 2X4 SP d31STUD 12' 0 C. 3.8.10 5.6.11 6-6r11 11.1-13 20 SP 931 STUD 16, O.C. 3.3.10 4-9.12 6- i-11 9.10.15 2X4 SP 031 STUD 24' O.C. 246 3-11-3 5-4-12 8.1-2 20 SP 92 12' O.C. 3.10.15 S$-11 6-6-11 11414 20 SP 42 16' O.C. 3-&11 4.9.12 6-&I l 10-H 2X4 SP 02 24. O.C. 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 92. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 740 19OMPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. END WALL QL FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. 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: MAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS STDTL09 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 I 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 WEB NAILS I -BRACE NAILS i: WE T-BRACE SECTION DETAILS 0 FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTLIO TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. AW NOTE 1: 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 A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT 1S PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMING \ NA TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH EB WITH (3) - IOd SCAB WITH (3) - 10d TO TOP CHORD ILS (0331' X 3') NAILS (0.131' X 3'). I ATTACH NIBSWITH XRVERTICAL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - IOd NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IOd NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIA.) ATTACH TO VERTICAL L INSERT SCREW THROUGH SCAB WITH (3) - IOd OUTSIDE FACE OF CHORD INTO NAILS (0131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING 1S NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) v FEBRUARY 17, 2017 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE. FL 34946 772409.1010 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 END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 i 128 74.2 67.9 58.9 57.6 50.3 c 0 J 131 75.9 69.5 60.3 59.0 51.1 in N 148 81.4 74.5 64.6 63.2 52.5 h VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 6(' 45.00' ANGLE MAY VARY FROM 30' TO 60' STDTLI 1 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 0' IIVN IIVN I 3IA ON3 11VA d0 31V1d d01 AINO S3SOddnd N011valSnlll a0d 3aV MONS SA31A I M3IA 30IS IS avd 301S aV3N 11VA 9NldV38 9X2 NO SIIVN-301 M 35n ••• 11VA 9NIaV38 t•X2 NO SIIVN-301 (E) 3Sn ••• NOIIJ3NNOJ IN383JAIG V AJ133dS 01 318ISNOdS3a St a3N9IS30 Wawa (58l at) 58l LNt 50333X3 9NIAVaO NOIS30 SSnal 3H1 NO 03IdI33dS NOtL3V3a Ldlldn 3H1 dI ONIA Ol 3n0 NOlL3V3a 1dlldn 318YAO11Y NnNIxvN 8l LLt = (ONIA aOd l00) 091 X (IIVN/81) LE X (SIIVN) E 09't d0 100 ONIA a0j ONIA Ol 3nO NOI13V3a ljlldn 318VA0l1V WnW[XVW 8l 81,I - (ONIA a0d I00) EE't X (IIVN/81) LE X (SIIVN) E EE't d0 100 ONIA a0d 31V'ld d01 S3I33dS ddS HIM (.SE X 'VIO .29ro) SllVN P9I - (E) 3IdHVX3 03IIddV 38 AVM S3SVM3NI OVOI d0 N011vanO 3IBV31lddV IIVN-301 b3d AlIJVdVJ 3aV NAOHS S3nIVA NO[1J3NNOJ 3H1 NI Sa38N3H OAL 3H1 N33A138 A113VdVJ 11VN a3A01 H1IA 3133dS 3H1 NO 03SV8 38 IIVHS 3n1VA 318VAOIIV 'E OOOA 3H1 d0 9NIII11dS lvnSnNn OIOAV 01 SV HJnS 38 IIVHS SIIVN d0 9NI3VdS ONV '33NVLSIO 3903 '33NV1SI0 ON3 3H1 '2 NAOHS SV ON3 a38N3N 3H1 Hoag IIVN 3H1 d0 H19N31 3H1 E/I 0318VIS ONV a38113t( 3H1 H1IA .OE d0 319NV NV IV N3AlaO 38 IIVHS SIIVN-301 'I S31ON O O Oz 9Z l£ w LS S1.1' Ll 9Z Lz 6£ lS l£l' Ll SZ 9Z 9£ 6t ea Z G7 LI 9Z LZ 6£ IS OZl' Z N r LL l£ K 9t• Z9 Sir I' N r O Z 0 r m Z r 61 BZ 6L 1 SS l£l' 61 LZ 8L zip vs 9z 1' W Ln SZ L£ 6£ 99 ZL Z91' Oz 0£ 91• 09 S£ 1' r O Z cl Oz o£ z£ 9+ 69 t£t' S-3dS AdS dH 30 dS VIO IIVN/81) S002 SON dad S3nlVA lVAVdOH1IP1 IIVN-301 SNO[1J3a10 a3H10 NI SOVOI a0d 318[SNOdS3a SI a3NOIS30 9NIOl[n8 'AINO S33a0j ldlldn 9NUISIS3a NO1133NNO3 V SOJ 035n 38 IIVHS 1IV130 SIH1 9 6K 13'30M3ld IHOJ OATS Mon1'1B is" S3SSf11d1300M vv Ull4lS I llVJL3o -IIVN-301131-ldn I A0z't[,kHvn8933 w y Y FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 1.0 x 14 TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. rr April 11, 2016 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [: STDTL 14 4) 12d MAX 30" (21-611) . 2x6 #2 SP (Both Faces) 24t1 O.C. SIMPSON H5 n..•...r••••rormmWff+++Racw mn.uvronta aRmn curaarrr..r..,r.r......i...yr.l rrr•.tur.arl r"..o..rr... wr...r.r M - wl....rr.urw..rr••rd.n.ruw.rMr•1..4.w4rlrr.y...m.ry...r.w.rr.r•...rwrrr.r r y..ntie.,.rmM..rmttrMe..r.. ..u....+M Antk" T. Tombo III, P.E. rn.tirrrnry.,.r.w.rrr+re...ro.....er•..r•yr..•r...e.rr.rarr r•yrrou.h ror.rWu r.o,.er/r.oc ...o..rw•.rrrr.wr.• -emsrrr.,r....rtrs. ur.rr.rotrr..rnrrrr..rrr u...+rtr..r.pal.r.rnarwu...w.rr•../r*. W+rnw.q.rr.,rw....rl.ury..n,./.ur..r..rr...„ 4451 St. Wde BWd. r.e.rr.a.(rn•r...wa•yrrw.+rri.h•y.rrRlrlr rur,. Y.uyn.t..gwis urrrrr... rr1•eu. Fat Place. IL 319C6 rynllYO71111.14/Irmn•4d•q l.Irl.lq J. tq.l•eir/nnln.r,b•.IbakN r•/.iMMM wmp/o.ntirY•.1.l twltr..r.•IAr1i.1••1•W I.I ti t FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER MAXIMUM FORCE (CBS) 157 OF NAILS EACH SIDE OF BREAK X INCHES) LOAD DURATION SP OF SPF HF M FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 774-4031010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X15 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM 02 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' DIA. X 3') SPACED S' O.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 1S 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 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and 'SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for on individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com I USP STRUCTURAL CONNECTORS' A Welk'Company Hangers Allowable Load (lbs) OF•L / SP LSL LVL PSL SPF I•JOIST USP 160% Label Stock No. Code Reports 100% 11s% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 4) • lOd (Header) FL821.39, 2) - lOd (Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 41.10d (Header) 2) • 10d (Joist) T2 JUS26 1881, 850 975 1060 111s 4) - lOd (Header) FL821.42, 2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 86S 990 1070 1165 4)• 10d (Header) 2) - lod (Joist) T3 MSH422 1831, 2025 2025 2025 22) - lOd (Face -Face Max Nailing) FL822.36, 6) - lOd (Face •Top Max Nailing) 08- 6) - lOd (Joist •Face Max Nailing) 0303.06, 6) - lOd (Joist -Top Max Nailing) RR 25836 4) -10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member • Face Mount) 6) - JOd (Corded Member. top Flange) 12) - J6d (Face . Face Mount) 2) - J6d (Face • Top Range) 4) -16d (rap • top Range) rMA1422 1835 1835 1835 12) - IOd x 1-J12 or 2 - JOd x J-W (Carded Member) 20) - IOd or (2) - lad (Face) 4) -10d (rop) T4 TH026 1781, 2485 2855 3060 2170 18) • 16d (Face) FL13285.35, 12) . 10d x 1.1/2 (Joist) 06- 0921.05, RR 25843 HTU16 2940 3340 3600 1555 0 J) -10d x 1.112 (Carried Member] 20) - lod x 1.112 (Corded Member - Max Na4mg) 20) .16d x J-W (Carrying Member) 20) - 16d x 1.112 (Carrinng Member - Max Nailing) r.- USP STRUCTURAL C ONNECTOW A M1TOW Company Hangers Allowable Load lbs) DF-L / SP LSL LVL PSL SPF 1-JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26.2 1781, 2540 2920 3175 2285 18) -16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26.2 2785 3155 3e05 I550 lei • 16d (Face) 6) • 16d (!Dist) ' HTU26.2 2940 3340 36W 2175 20) • 10d (Carried Member • Max Nading) 20).16d (Carrying Member. Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) -16d (Face) FL13285.35, 16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HrUZ8 3820 4340 4680 2140 16) • 10d x I-VZ (Carried Member • Mar Nailing) 26).16d (Cadd)oing Member • Mar Na0ing) T7 THD28.2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS18.2 e210 4770 5140 2000 21)• 16d (Face) 8) • 16d (Jobt) HTU28•2 3820 4340 46M 3485 26) • 10d (Carded Member • Max NDWng) 26) • 16d (Carrying Member . Max Naling) T8 THD46 1781, 2540 2920 3175 2285 18)-16d (Face) FL13285.35, 12) -10d (Joist) 06- 0921:05, RR 25843 13116-R HHUSe6 2790 3160 3e10 1550 le)•!6d(FDtt) 6) • 16d (Joist) USP STRUCTURAL rONNFCTQR S' A MlTekCompany Hangers Allowable Load (Ibs) DF- L / SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) -16d (Face) FL13285. 35, 16) - 10d (Joist) 06- 0921. 05, RR 25843 13116- R HHUS48 42jo 4770 5140 1000 122).16d(Foce) a) • 16d (rout) T10 THDH26-2 1881, 3915 4505 4795 2235 20) -16d (Face) FL821. 75, 8) - 10d (Joist) 06- 0921. 05, RR 25779 13116- R NGUS26. 2 4355 4875 5230 2155 20) - 16d (Focel 8) - 16d (Mist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) -16d (Face) FL821. 75, 8) -10d (Joist) 06- 0921. 05, RR 25779 NGUS26. 3 4355 4875 5230 21SS 20). 16d (face) e) . 16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) -16d (Face) FL821. 77, 10) -16d (Joist) RR 25779 13116- R HGUS28. 2 7460 7460 7460 3235 36) • 16d (Foce) 12) • 16d (lolst) T13 THDH28.3 1881, 6770 7785 8025 2665 36) -16d (Face) FL821. 75, 10) -16d (Joist) 06- 0921. 05, RR 25779 HGUS28. 3 7460 7460 7460 3235 36) -16d (Face) 11) . 16d (Joist) CUSP STRUCTURAL CONNECTORS A Welk' Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 30d (Header) 4) - 30d (Header) Tl JUS24 LUS24 2) - 10d (Joist) 2) - IOd (Joist) 4) - JOd (Header) 4) - 30d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - 2Od (Joist) 22) - 30d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) - 26d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) - J6d (Top - Top Flange) 11) - JOd x I-J/2 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) • JOd x 2-J/2 (Carried Member - Max Nailing) T4 THD26 HTU26 10) -16d (Carrying Member) 10) -16d (Carrying Member -Max Nailing) 28) - 16d (Face) 14) -16d (Face) TS THD26-2 HHUS26-2 12) -10d (Joist) 6) - J6d (Joist) 28) - 26d (Face) 26) - JOd x 1-112 (Carved Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) - J6d x J-J/2 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) - 16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) - 16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) - 26d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 26d (Joist) 8) - J6d (Joist) 20) - 16d (Face) 20) - 26d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) -16d (Face) 36) - J6d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 02) -16d (Joist) us P STRUCTURAL CONNECTORS' A MiTek' Company v c 1 c u c JUS24 JUS26 MSH422 c c • 0 0 c v a uc t THD26 THD26-2 THD28 or A r, 1 N THD28-2 THD46 THDH26-2 7'` _ , r a s a G THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for 'field built' trusses. 4. See example markup details below. BREAK: Use a line to denote the exact location of the break 21 20 ALTERNATE I REVISED BEARING LOCATION: Draw in new location of bearing, and provide dimension of it's location MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate 6 7 11 12 13 18 17 18 15 TRUSS MODIFICATION: ? 7 If truss is too long / short, provide detailed sketch and provide dimensions as needed. 5r- fir---- -- rf -- 41- O Ln I h 11 O" NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. 71; :11 l019-l•01:lLil3i l itititi3i;l ti ilt?>•r d1®. a_ 11I E AiI I' 8 T J 21.4• BB' HATCH LEGEND E- 8'-0"/8'-8"A.F.F. 8' - 8" / 9' - 4" A.F.F. r' 18' -17/8" / 18' - 9 7/8" A.F.F. 5 NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE. ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS LD AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING 6 ERECTION DETAILS REFER TO SCSI-03 AND/OR ENGINEER OF RECORD Q e REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 1US24 I (, I THD46 B) 1US26 THD26 THD28 TH THD26-2 THD28-2 I1US46 LOADING ROOF 4.c LIVE LOAD 20 o u DEAD LOAD 10 p °a LIVE LOAD 10- aC 0 MSH422 MUS26 J I -- LOOR WIND LOAD 40 ASCE 7-10 10 150 MPN EIIP C 0 CATEGORY II ii DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 FBC - 2017 DURAnoN FAcroR 3-25 1.00 TPI - 2014 R DATE BY REMARKS 01 1/06/201 ECC UPDATED BOTTOM RIBBON 702JI6 It is understood that above conditions have been reviewed APPROVED d are acceptable for the APPROVED AS NOTEDfabricationattenses, elevations.pathes. ovef ng" O (REVISE AND RESUBMITfascias. -ding elevatronstoiches, Dearing O REJECTEDconditionsdalldetadpenah" to this truss plecemonl plan No back Charges mil be accepted without previous Written BUTtnil)f al from an A-1 Roof I PLAN DATE I ARCH: -/-/— I STRUCT: -/-/- STOMER 1 RYAN HOMES Joe NAME I SUMMERLAND "C" aakcriv,% OPTION(S) I rXkTVDE L4*1/ COMMNTY LOT e SLDG I BLDG TYPE JOB I I - I MASTER WRCSUCE SCALE DATE 1 04/20/2015 1 DRAWN 4&# A-1 ROOF TRU56E6 A FLORIDA CORPORATION Ph 77240g-10101 Fax 772-409.1015 fig_- S: eat ll-Lj- s =io•4z• :$ g: a9 5a•s§1a ma ' s a a s ; f -z 4 es 3zSe= d= s35 g se grl .5. ls3n F38 E_ ; E X. 1 ==:M 5E j eg. 49 33e? 6r:3 Z. 3is e3 e a arra e7's c ia,ss z ge s4T1 2.2 Qg es=3 tl eTi _ e2e ea3s ;e= RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Fv oI&C Permit # *1 8 " I I Project Location Address, ZZ SANFORD 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.floridabuildinci.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 15000.2 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # 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 CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underlayments InterWrap Inc. Rhino Roof Underla ment 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 Millennium Metals Inc. MMI - 26 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing 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 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR4DEJACHED Permit # I BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Q 3 2 2— K6 rN S Q_W:_t C-( ELECTRICAL'P. ERNI•T Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final 11MGMEWS Min Max Ins ection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHA•N ICAL PERMIT L y ,,-..;,,..,,;,' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD JUL 2 4 2018 Btu#L• .[N.C-•1&:IiIR :,pRF-VENTION PJ5M1TAPPL•ICATION Appikatioh No:. Documented Construction Value: 5 Job Address:' 1 m f7T l )y- i' $istoric nistrietz Yes.O'Yo Parcel ID: Reside rtigM Commercial Type of W"Az New10 Addition Alteration 0• Repair•E] :pemo,Q Achaae of use-E] •Move• Description of Work: Plan Review Contacul• erson: .tr. l lZlp,l Title: Phone: ` W1Fax:S.5- -3215_3 Email: #rr Corte Name f JIJ Street: City, State Zip: Namej Street: 53 City, State Zip: Information Phone: Resident of property?: Information Fhono: 40 - 7- Fax: L10- 7- /3_ 3 53p State License No.: C[C,oz O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: 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 COMME•NCkWiENT 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. Atpplicatien- is- he eby trade-ts-obtain-a-permito-do-tire-work-and-niseMiationsas ittdicated. 1 cerdfy t! atho Wd k or installaift 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. YBC 1053 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 Application4 _F 0 NOTICES In addition to the requirements of this .permit, there may be additional restrictions applicable to this property that may be found in the public rttords-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 Sib 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 ofpermit.subrnittal. A copy of the executed contract is required in order to calculate a plan review charge and will be comidered 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 ordinaries. Should Calculated charges figured off. the executed contract exceed the actual construction value, credit will be applied to your permit fees wben the permit is issued. OWNER'S AFFIDAVIT: I certify that All of the foregoing information is accurate at work will be done in compliance with all applicable,laws regulatin construction and ;w g. Signature of Ownu/Agent Date Print Owner/Agatt's Name Signaturo,ofNotary-State of Florida Date orContractor/Agent- s Name Signo vre of No ry-State of Florida D CNERYL D AKERS MY COMMISSION g FF998962 EXPIRES June 05.2020 Im 23-vg Owner/Agent is ' Personally Known to Me or Contractor/,Agent is _Personallj Knowrrto 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 Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: rnlvrNr- UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30 70" — - - - ' ' ' - - P nitl%pptieation P, STATEWIDE 1-888-831-2665 j DEL -AIR - State Cert CAC032448 NEA7INC • MI CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00 SEAGATE VERSION IIi 3.0 15.0 - 3_ 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 1$6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 15.0 14 5,747.00 SUMMERLAND OPT BATH 2 3.5 15.0 5 1$5,896.00 SUMMERLAND OPT BDRM 5 3.5 15.0 1 5 1$6,019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months 308 NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (f'H6320U1000DAG), and a 2nd year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fangreater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials In I• s r r1: •r.1i r. 1 1c a 1: u•t,rs 1 ranhc• • Sa'1oM. 1 1 .12771 11171 a11.1 001 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: K T-7-'cyynDocumented Construction Value: S Job Address: r Historic District: Yes [INo,IEQ Parcel ID: Residential) ommercial Type of Work: Nei Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction .,' Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Title: Clerical Email: infol2capi-orlando.com Property Owner Information Name fYlj Street. City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-CO57881 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: 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 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. 1 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boDem beaters, tanks, and air condidonem etc. FBC 1053 Sball be Inscribed with the date or application and the code in effect as of that date: r Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this petmiy there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and them may be additional permits required from other governmental entities such as watermanagementdistricts, 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 ctarent JCC Valuation Table in effect at the time the permit is issued, toaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction vahre, credit will be applied to your permit fees when the permit is issued. OWNER'S AFMAVIT: 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 and zoning. SiSUMM of Owner/Agrnt Daft Flint OwnedAgent's Name Si6sebuo of Notmy-State of Flo:ide D&W Owner/Agent is Personally Known to Me or Produced ID Type of ID tr SiPaMm*fConftMtfAgcnt Date / A. Tbomes Smitit Print Cootrsclor/Agmt'e Name f Z-711 YW.-Met:UY-MewoFrQida ~ Dde ptsR e fi L W NOTARY PUBLIC i; STATE OF FLORIDA CormW GG136W Expires 8212MI Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLX Permits Required: Building Electrical Mechanical D PhrmbingD Gas[]Roof[-] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June ".2015 Pftmit AppkW= COUNTY OF SEMINOLE 1 IMPACT FEE STATEMENT oy STATEMENT NUMBER: 18100003 DATE: April 04, 2018 / 1 BUILDING APPLICATION #: 18-10000341 BUILDING PERMIT NUMBER: 18-10000341 UNIT ADDRESS: KELMSCOTT COURT 2322 17-20-31-5VC-000 0770 7TRAFFICZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: 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: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2322 KELMSSFRT COURT / KENSINGTON RESERVE / FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROfS-ARTERIALS CO -WIDE ORD S ngle Family Housing 705.00 1.000 dwl unit ROADSg-COLLECTORS 705.00 N/A Family Housing .00 1.000 dwl unit 00 FIREnRESC 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOgS CO WIDE ORDRongleFamilyHoNsiing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD 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 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. V COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, G,( FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. n. l! PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 1n PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING O PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE