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3734 Hanworth Lp 18-2547COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000517 BUILDING PERMIT NUMBER: 18-10000517 DATE: June 08, 2018 3327 UNIT ADDRESS: HANWORTH LOOP 3734 17-20-31-5VC-0000-0120 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: 3734 HANWORTH LOOP / 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 Family N/A Housing 00 1.000 dwl unit 00 FIREnRESCUE 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD SSingle Family HoN8iAng 9,000.00 1.000 dwl unit 91000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. Q ( 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 OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018090839 Book:9186 Page:1000; (1 PAGES) RCD: 8/10/2018 9:33:51 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vlneland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 18-2547 Parcel ID Number. 17-20-31-5VC-0000-0120 ERTI I'0 r -y CF N%1.T PA.IL0C0 i Cup, nr ih 1'i C is D_PUr 1 CLERK 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 # 12 of Kensington Reserve 3734 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd. Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder Of other than owner fisted 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 8. 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. A Dayna Mitchell Assistant Secretary Sipnakn 6rOwner or Lassos, or Ownefe or Lessee's (Prim Nero and Provide b1gm W& TMeMan) Au9uriz9d 0f6Cw0mctor1PwUwdUanape* State of Florida county of Orange The foregoing Instrument was acknowledged before me this day of A.20 18 by Dayna Mitchell Who Is person own to me EX OR Name or person noM sutemad who has produced Identification O type of identification produced: TRACY LEIGH MCDONALD MY COINMISSION 0 FF925012 Nwarys wowe EXPIRES October 06.2019 td 7; 79C D'S1 FW1oaN7.a-VSVvC0 Corr COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 08, 2010 BUILDING APPLICATION #: 18-10000517 BUILDING PERMIT NUMBER: 18-10000517 UNIT ADDRESS: HANWORTH LOOP 3734 17-20-31-5VC-0000-0120 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: f ' WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3734 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Family Housing .00 1.000 dwl unit 00FIREnRleESCUE 00 LIBRARY CO-WORDggIDE 54.00SingleFamilyHousOiWIDE 1.000 dwl unit 54.00 SC ORD Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE 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 OCCUPARY OR OCCUPANCY. THE RE UEST FOR REVIEW MUST MEET THE REQQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO. SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWERAGREEMENT J ALL RESIDENTIALTROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name. Kensington Reserve Project Address: t -n r 4 Loof Building Permit #: /9 2 __ 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 AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print N e f Owne /Te Signature of er/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) Job-Address: -3734. Hanworth Loop - . _ J CITY OF SANFORD_. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ F"c9_514 Documented Construction Value: S 113.679 Historic District: Yes -No 0-. — - Parcel ID: 17-20-31-5VC-0000-0120 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 Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application AIL t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with, local ordinance: Should calculated charges -figured -off'the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd.zoning. 5/31 /2018 5/31 /2018 Signatu nt Date Signature Contractor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 5/31 /2018 Signature of Notary -State of Florida Date o,%v °k.. MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 Ni P EXPIRES: January 17, 2021 OF F,Bolded Thlu BudgEt Notary SeWICES Owner/Agent is x Personally Known to Me or Produced ID Type of ID C 5/31 /2018 Signature of Notary -State of Florida Date o h4Y?v%., MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 y es EXPIRES: January 17, 2021 F'PE OF F Qp Bonded TMu Budget Notary Services Contractor/Agent is'x Personally Known to Me or 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 APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: y.1—% WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30.2015 Permit Application 5/30/2018 SCPA Parcel View: 17-20-31-5VC-0000-0120 RRi pp cN pmrxocoouarr, .or+s Parcel Information - Proper y Record Card Parcel: 17-20-31-5VC-0000-0120 Property Address: 3734 HANWORTH LOOP SANFORD, FL 32773 Value Summary Parcel 17-20-31-5VC-0000-0120 Owner(s) BRISSON WEST PROJECT I LLC Property Address 3734 HANWORTH LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions U N lzu 1e 120 I Seminole County GIS I 2018 Working Values 2017 Certified Values Valuation Method Cost/Market i Cost/Market Number of Buildings I 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 78,000 I $14.000 Land Value Ag Just/Market Value " 78,000 14,000 Save Our Homes Adj 0 i $-0 Amendment 1 Adj 01$0 P&G Adj 0 0 Assessed Value 78,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 I LCyd1 vcs4;np11ci91 LOT 12 KENSINGTON RESERVE PS 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 78,000 j 0, 78,000 Schools 78,000 s0 78,000 City Sanford - 78.000 0 - 78.000 SJWM(Saint Johns Water Management) 78.000 I 0 78.000 County Bonds 78,000 0 78,000 Sales Description Date Book Page Amount Qualified VaGlmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.001 0.00 I 1 ' $78,000.00 $78,000 Bullding Information Permits[ I-- - --- - - - -- — - - -- - - -- - Permit If Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/PareelDetaillnfo.aspx?PID=l720315VC00000120 1/2 P Application for Paved Driveway, Sidewalk or WalkwayVIncluding Right -of -Way Use & 9 9 Y FL877— Landscaping in Right -of -Way www.sn form 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 r,,,..nm belorx size and location of the existing right—of-way and use shall be provided or application could be delayed. CeOeefa.iooale 1. Project Location/Address: 3734 Hanworlh Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is Property OMrrrer: Signature: Address. 4307 in by. Rd ##H-20 Orlando, FL 32811 Print Name: Tracy McDonald Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 05/31/2018 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 installationliimprovement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right -of way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes 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-otway. I have Signature: Pre -pour Inspection by: the above statement and by signing this application I agree to Its terms. Date: 05/31 /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. Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: Nm mbw 2015 ROW Use Drivowav odr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: -C: (--: I I i (z 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): O The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this,Jl day of M= 200 18 , by Robert Lattanzi who is ® erson I a ow,n me or o who has produced as identification and who did (did not) take an oath. Notary Seal) 0">kf Puk MEAGAN LYNNE FOWLER MY COIAMISSION # GG 063253 EXPIRES: January 17, 2021 f QFF Bonded Thru Budget Notary Services Rev. 08.12) Signature M EA G" f'Qw t,•& R Print or type name Notary Public - State of _ Commission No. My Commission Expires; ho K IPA BP200I03 CITY OF SANFORD 6/05/18 Application Inquiry - Fees 11:12:59 Application number: 18 00002547 Property . . . . : 3734 HANWORTH LP Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF 01-APPLCTN FEE -BUILDING 25.00 25.00 A BR 01-BLDG PLAN REVIEW 225.00 225.00 Bottom Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed 1 CITY OF SANFORD CUSTOMER RECEIPT aea Open BLANDA Type: CC Drawer: 1 Date: 6/05/18 01 Receipt no: 135706 Year Number Amount 2818 2547 3734 HANYORTH LP SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 250.80 Tender detail CK CHECK 198126 $250.00 Total tendered $250.08 Total payment $256.00 Trans date: 6/05/18 Time: 11:16:12 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 2KensingtonRserveSeasideBGLW Builder Name: RYAN HOMES Street: 3734 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: 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 (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft' b. Frame - Wood, Adjacent R=13.0 420.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft: 10. Ceiling Types (2647.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2539.00 ft = 6. Conditioned floor area above grade (W) 2539 b. Knee Wall (Vented) R=19.0 108.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(292.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor. Dbl, U=0.35 216.60 ft' SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 44.5 SEER:15.00 c. U-Factor. Dbl, U=0.32 8.00 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor. other (see details) 4.00 ft' a. Electric Heal Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 4.970 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2539.0 sgfL) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.115 Total Proposed Modified Loads: 71.03 PASSTotalBaselineLoads: 71.28 1 hereby certify that the plans and specifications covered by Review of the plans and F s - this calculation are in compliance wiy1he Florida Energy specifications covered by this fi Code. calculation indicates compliance FOB OwiththeFloridaEnergyCode. N•. ;a3„ PREPARED BY: "'T- Before construction is completed DATE: 5-15-1 R Sreft Pratt this building will be inspected for compliance with Section 553.1 I hereby certify that this building, a de gned, is in compliance Florida Statutes. with the Florida Energy Cod COp we 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). 5/ 15/2018 6:58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 CITY OF ANFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3734 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0120 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) R"IC71 • O 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 The parcel is not in the: 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: BPS 18-2547 Reviewed by: Michael Cash, CFM Date: June 14, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 YM-'J%t,)4 Landscaping in Right -of -Way www.sardordnaov Department of Planning S Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.668.5141 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 8 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 dearly identifying the size and location of the existing right -of --way and use shall be provided or application could be delayed. Calleam.tooata 1. Project LocationlAddress: 3734 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity'. Driveway Walkway Other. 3. Schedule of Work Start Date Completion Date Emergency Repairs 4. Brief Description of Work Construction of New Single Family Home This application is sub PropertyOwner.4/) SignatureAddress: 4307 Vine n( Phone: ( 407) 692-9831 by. Orlando, FL 32811 Fax: Pdrd Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 06/13/2018 Maintenance Responsibilitiestindemnification 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 installationfrmprovement 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-cf-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 Requestors expense and, If necessary, file a lien on the Requestoes 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. 1 have Signature: the above statement and by signing this application I agree to its terms. Date: 06/13/2018 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. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Ony Fee: Date: Date: Date: Date: ` P 14 Date: ROW Use DAveway.pdr SQ.FT. CAMS 1ST FLA LIVING 2.S31 $a FT. TOTAL LIVNG 2531 $a FT. ENTRY 32 66i FT. CaA4RAC 5" $a FT. LANAI C1 ea PT. TOTAL 3321 aQ FT. ODt/OR3TT 41p Cl/mlofaD 1AOf MgCfiD CIObR1! P416 OIp dl,l, OSL/ 021 0 m T» w4,NTm I 36 n) EL 5 Tbdl / -3429 T 35 vO TUP I-TJ9/ traL 3 96 0 -W 9 26b / -NA Ow 4 O o d 5 34M / .3aJ6 5 fl 254M A MA / .3030 b TRJT " TSO / -3W 1 A OGREN 2&4b / -30M a 33 M s. EGAM 4 7It3 / .7963 1 bb am sw SA4 / -2633 NI 33 nJ" 9 7IL3 / -34a0 0 33 n) 34N 4 7LI31.7163 Q 3 nJ ri-/N 4 7101 •TwbT B A 4 X60 / -30: 6 WIND DESIGN CRrrERIA A OA91C YIND 6P® PI°N (3 6BC4Tm CMT) NLT.BO / VDU' O-116 PQ•M B. MEW& P1ES8{,E C EFRCENT.• JO G W6K CATEGORY -TYPE II Ex CATEGORY C HO1F VALUES FOR C0PI-ONENTS 4 CLAODW. FYES/I3YE ARE BASED ON THE WN DE91C44 Yam 6P®. FWR ON ED. C201J ALLCM THESE PIESDI/ES TO BE MILM-u D BY 01 TO PWT TIE e OR NOMPM TESTED VALUES USED BY PMM= PYJYPACRIERA 9 VJ' C f 4i4'A II4/m wm A CABINET SECTION O(L a-v n1 T3-0N / Eu'fE/6 I I j °: W-0 I I r C 43 Nr*•8 i 7• TYP lYp f', 18 1 Y 9_ I OwNRR•S SDIRE I W-r MAY m I I 1 C I Ra I v II I 1 In I I I I I I bp 1, T4'.3' O J I C r II` 6 GRBAZ ROOM 11`` 6 19f9-RaT'-m• I 6 I' m' B4cioul .4 Y-W Y-8' 71'-8' 9'-0- low m g oil; l 11'tN PdNTRY FLOOR PLAN SCALE. VA w T-7 ELEVATION T3• om awDJ 6'-T' 3'-a' Y•0' 4'-8• b'-10' 7'-?' 8'-0• IT'-10' I tkl m J o-0• I e-CmQuo RBI--- HAMMUL 5'_0, WR.B_O' 15, 1 A j I e I r•m I yi a 7-4' CLfi O RRYY 22 m I 3 ® i0i IPA' 4iCa AMC Cm a D m I C$II lYY V-f P."fL Tx4 OT'-a'W.0•'1'''- 9'-W 3' I ea1Aw I I m L----- Y W' 1XW-6' On mLVL1YJR 3-CAR GARAGE 0b 6VX r CLA I ON DW r Nr OG KT. _ j 4 I -VGA 9 Oj e E O dt O6'-0'kT4AO Y,m n 161-V x ra olrfl I• 16;_0. I'-4' g,. 0, I -4'} 7 .6• 2,-6, 1,-T. 1,-7• Ilk Id ARCNITICTS 5 Groin 4ui C Sown EWAR4LwL Lowwom. n meo m: 407•T744074 407.7744M M 0 BIIIIIIIIII i L i aumirv. Ae EAT. KENSINGTON RESERVE WT 012) 31Loulm SEASWE VER9ION/Ol) PROJa 2997.00 • O12R1 PAGIM FLOOR PLAN ARCHITECT3 SPATE OF FLORDA DATM 5/LO/3e ASM 1/4'-1•-Ow a112•r 3or7 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 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: ELE C'1'RI CA L 'P ERMI•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 E Inspection DescriptionMinMax 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final ECHANIC A c''' 0,._ ;•'? Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Un F 1 D V CITY OF SANFORD. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / F-c9,514:1, Documented Construction Value: $9 3S —16`' • Job Address: 3734 Hanworth Loop Historic District: Yes No E Parcel ID: 17-20-31-5VC-0000-0120 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-... Ryan Homes r honF 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction/ .zoning. 1 5/31 /2018 5/31 /2018 Signatur f r/Agent Date Signature Cont or/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 5/31 /2018 Signature of Notary -State of Florida Date o. ar Pt" MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 N EXPIRES: January 17.2021A rp6OF F p Bonded firu Budget Notary Services C 5/31 /2018 Signature of Notary -State of Flonda Date O"Co Pp'k:4, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17. 2021 o - 9,P Bonged -hru Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is X_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0' Electrical®' Mechanical 0' Plumbing6' Gas[] Roof Construction Type: Occupancy Use: 7-51, Flood Zone: gTTe t D Total Sq Ft of Bldg: 3 3 a Min. Occupancy Load: 11 # of Stories: I New Construction: Electric - # of Amps Z ")Q Plumbing - # of Fixtures Z o Fire Sprinkler Permit: Yes No E9 # of Heads APPROVALS: ZONING: A, Q UTILITIES: COMMENTS: ENGINEERING: 4/1"-` FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 44.1 1• w t Sea6l4e- C3, Grt. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 1, S% 4 Revised. June 30, 2015 Permit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lotl2KensingtonRserveSeasideBGLW Builder Name: RYAN HOMES BU/t it, Street: 3734 HANWORTH LOOP Permit Office: SANFORD City, State. Zip: SANFORD , FL, 32773 Permit Number: 8 2 5 4 111 7Owner. Jurisdiction: 15 0 g, Ro AqDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) R1MEN 1. New construction or existing New (From Plans) 9. Wall Types (2341.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft' b. Frame - Wood, Adjacent R=13.0 420.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft: 10. Ceiling Types (2647.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2539.00 ft' 6. Conditioned floor area above grade (W) 2539 b. Knee Wall (Vented) R=19.0 108.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(292.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 507.8 a. U-Factor. Dbl, U=0.35 216.60 ft' SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 44.5 SEER:15.00 c. U-Factor. Dbl, U=0.32 8.00 ft' SHGC: SHGC=0.25 13. Heating systems kBlu/hr Efficiency d. U-Factor. other (see details) 4.00 ft' a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 4.970 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallonsS. Floor Types (2539.0 sqft.) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 2539.00 ft' b. Conservation features b. N/A R= ft' None c. WA R= ft' 15. Credits Pstat Total Proposed Modified Loads: 71.03 Glass/Floor Area: 0.115 PASSTotalBaselineLoads: 71.28 I hereby certify that the plans and specifications covered by Review of the plans and 1i' Sr9T this calculation are in compliance wit a Florida Energy specifications covered by this O @ FO Code. calculation indicates compliance gip "'T- with the Florida Energy Code. Mr''••. ;Yr3 O PREPARED BY: Before construction is completed r DATE: 5-15-18 Scott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, a de gned, is in compliance Florida Statutes. with the Florida Energy Cod COD WE't4 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 (11402.4.1.2). 5/15/2018 6:58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 rnDne ennr_'7n!7 PROJECT Title: Loll 2KensingtonRserveSeasi Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2539 Lot # 12 Owner Name: Total Stories: 1 Block/Subdivision: KENSINGTON of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3734 HANWORTH LO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % 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 2539 23612.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2539 23612.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 206 ft 2539 ft' — 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2750 ft' 528 ft' Medium 0.85 N 0.85 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2539 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 36 ft' 0.1 Wood 2 Knee Wall (Vented) Main 19 Batt 18 ft' 0.1 Wood 3 Knee Wall (Vented) Main 19 Batt 36 ft' 0.1 Wood 4 Knee Wall (Vented) Main 19 Batt 18 ft' 0.1 Wood 5 Under Attic (Vented) Main 38 Blown 2539 ft' 0.11 Wood 5/15/2018 6:58 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM RdfK-7f117 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Concrete Block - Int Insul Main 4.1 65 6 9 4 611.3 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft' 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 34 5 9 4 321.2 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 45 0 9 4 420.0 ft' 0 0.23 0.3 0 6 E Exterior Concrete Block - Int Insul Main 4.1 15 6 9 4 144.7 ft' 0 0 0.6 0 7 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 8 S Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4A 2 6 9 4 23.3 ft' 0 0 0.6 0 DOORS Omt Door Type Space Storrs U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt 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 48.6 ft' 1 ft 0 in 1 ft 4 in None Exterior 5 2 W 9 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ft' 6 ft 10 in 1 ft 2 in Drapes/blinds None 3 W 2 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 1 ft 0 in 1 ft 2 in None . Exterior 5 4 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 N 3 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 1 ft 4 in None Exterior 5 6 N 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 15 ft 8 in 0 ft 2 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.35 0.29 N 64.8 ft' 1 ft 0 in 1 ft 4 in None Exterior 5 8 E 6 Metal Low-E Double Yes 0.62 0.29 N 64.0 ft' 11 ft 0 in 0 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 599 ft' 599 ft' 56 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2754.8 151.24 284.42 302 7 5/15/2018 6:58 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 PrIRAA Rdnr,-7nl7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 46.5 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 44.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None Ra DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 507.8 ft Attic 126.95 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling[[ ]] Heatin[X] Jan [[ ]] Feb [[ ]]Mar Jan [X] Feb W Mar r IArWA Ma n Jun n Jul May Jun Jul n Au Au n Se [ ]OctSep [ ] Oct Nov Nov Dec Dec Ventin [[ ]) Jan jj jj Feb [[xXJ) Mar Apr may Jun Jul Aug Sep [X) Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2018 6:58 AM 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* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3734 HANWORTH LOOP, 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 (ft') 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. Dbl, U=0.32 SHGC: SHGC=0.25 d. U-Factor. other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1921.90 ft= b. Frame - Wood, Adjacent R=13.0 420.00 ft 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 2539.00 ft' 2539 b. Knee Wall (Vented) R=19.0 108.00 ft' c. N/A R= ft' Area 11. Ducts R ft' 216.60 ft' a. Sup: Attic, Rel: Attic, AH: Main 6 507.8 64.00 ft' 12. Cooling systems kBtu/hr Efficiency 8.00 ft' a. Central Unit 44.5 SEER:15.00 4.00 ft' 4.970 ft. 0.289 Insulation Area R=0.0 2539.00 ft' R= ft' 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. Oth'e, a new EPL Display Card will be completed based on installed Code compligpt J Builder Signature: Date: 5/15/2018 Address of New Home: 3734 n City/FL Zip: 32773 kBtu/hr Efficiency 46.5 HSPF:8.50 Cap: 50 gallons EF: 0.95 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. 511512018 6:58 AM 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: 3734 HANWORTH LOOP 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)(f), (9) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned oft. 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 light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 chm 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. 5/15/2018 6:58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Compiia Page 1 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. 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 forth the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (9) 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 manufacturers 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 manufacturers 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 manufacturers 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. 5/15/2018 6:58 AM 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 % 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 staled 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 cf ntwatt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/15/2018 6:58 AM 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 healing 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 heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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 healer 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 healers 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 heal 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 oilfired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for healers 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. 5/15/2018 6:58 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th 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 sliall 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. 5/15/2018 6:58 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Compile Page 5 of 5 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 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) D 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 5/15/2018 6:55:34 AM Page 1 of 1 Manual S Compliance Report Job: Loll WensingtonFiserve... wrightsoft' P P Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-3332665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Project• • For: RYAN HOMES 3734 HANWORTH LOOP, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.50F Sensible gain: 35446 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5295 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 40742 Btuh Indoor RH: 50% Estimated airflow: 1483 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 1483 cfm Sensible capacity: 38081 Btuh Latent capacity: 7212 Btuh Total capacity: 45293 Btuh Model: GSZ160481B+ASPT47C14A 1070/6 of load 136% of load 111% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 31525 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ160481B+ASPT47C14A Actual airflow: 1483 cfm Output capacity: 45140 Btuh 1430/6 of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1483 cfm Output capacity: 9.9 kW 1070/6 of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 OF wrighttsof , 2018-May-15 06:48:46 Right-Suile® Universal 2018 18.0.13 RSU23828 Page 1 easideBGLMLoll2KensingionRserveSeasideBGLW.nip Cale . M.18 House faces: W Component Constructions Job: Lotl2KensingtonRserve... f- wrightsof r P Date: 1/14/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM IlLiaefflect Intormation For: RYAN HOMES 3734 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 16 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W BWWIF MIFMWh BUMP BWh BWhV BWh Walls 16A-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board ini fnsh Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2' gypsum board int fnsh: Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, TA" wood frm, 16" o.c. stud 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, Or innr, 1/4' gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 it overhang (1.33 It window ht, 1.33 It sep.): 6.67 it head ht 2A-2om: 2 glazing, Or low-9 ouir, air gas, mil no brk trm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, Or innr, 1/4" gap,1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 15.67 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht n 36 0.049 19.0 1.36 49 3.64 131 e 18 0.049 19.0 1.36 25 3.64 67 s 36 0.049 19.0 1.36 49 3.64 131 w 18 0,049 19.0 1.36 25 3.64 67 all 109 0.049 19.0 1.36 147 3.64 396 n 490 0,201 4.1 5.57 2731 5.29 2597 e 337 0.201 4.1 5.57 1877 5.29 1785 s 655 0.201 4.1 5.57 3649 5.29 3470 w 120 0.201 4.1 5.57 670 5.29 638 all 1603 0.201 4.1 5.57 8927 5.29 8489 196 0.097 11.0 2.69 526 1.75 343 203 0,091 13.0 2.52 511 1.45 294 n 4 0.350 0 9.69 39 12.2 49 n 33 0.350 0 9.69 317 10.5 342 e 65 0.350 0 9.69 634 29.0 1893 s 49 0.350 0 9.69 475 10.8 529 all 147 0.350 0 9.69 1426 18.8 2764 n 33 0.350 0 9.69 317 10.5 342 2A-2omd: 2 glazing, Or low-9 outr, air gas, mil no brk irm mat, clr innr, a 64 0.620 0 17.2 1099 16.9 1083 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 it overhang (8 ft window M, 0.17 ft sep.); 6.67 it head ht wr2018- May-15 05:48:46 ightsoft- lig Right.Suite® Universal 2018 18.0.13 RSU23828 Page 1 sasideBGLW\ Lo112KensingionRserveSeasideBGLW.rup Cak . MJ8 House races: W 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk trm mat, clr innr, w 8 0.350 0 9.69 78 21.8 174 1/4"gap, 1/8"thk; NFRC rated (SHGC=0.29); 6.8 ft overhang (8 ft window ht, 1.17 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk irm mat, clr innr, w 39 0.350 0 9.69 377 29.0 1125 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; I ft overhang (6.3 ft window ht,1.17 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 cell ins, 1/2" 2540 0.026 38.0 0.72 1829 1.41 3590 gypsum board int tnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 206 0.989 0 27.4 5643 0 0 w_rightsoft. 2018-May-15 06:48:46 Right -Sidle® Universal 2018 18.0.13 RSU23828 Page 2 A...easideBGLW1Loll2KensinglonRseneSeasideBGLW.rup Cale . MJ8 House laces: W Project Summary Job: Loll 2Kensingtonl3serve... wri htsoft y Date: 1114/20169EntireHouseBy: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333.3853 Web: WWW DEL-AIR.COM Project• • For: RYAN HOMES 3734 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 05-15-18 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 Sensible Cooling Equipment Load Sizing Structure 25246 Btuh Structure 24556 Btuh Ducts 6279 Btuh Ducts 10890 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31525 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 35446 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2960 Btuh Ducts 2335 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) latent load 5295 BtuhArea (ft2) 2539 2539 Equipment Volume (ft3) 23701 23701 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 40742 Btuh Equiv. AVF (cfm) 126 63 Req. total capacity at 0.75 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ160481 B Cond GSZ160481 B AHRI ref :8331292 Coil ASPT47C14A AHRI ref :8331292 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 33375 Btuh Heating output 46500 Btuh @ 47°F Latent cooling 11125 Btuh Temperature rise 29 OF Total cooling 44500 Btuh Actual air flow 1483 cfm Actual air flow 1483 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 34 OF Backup: Input = 10 kW, Output = 33753 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft. 2018-May-15 06:48:46 Right -Suite® Universal 2018 16.0.13 RSU23828 Page 1 easideBGLW\Lotl2KensingtonRserveSeasideBGLW.rup Cale - MJB House faces: W wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LoMKensingtonRserveSea... Date: 1/14/2016 By: FJF 1 Room name Entire House MSTR BED 2 Exposed wall 206.0 11 44.0 it 3 Room heighl 9.3 It 9.3 It heat/cool 4 Room dimensions 1.0 x 284.0 it 5 Room area 2540.3 112 284.0 112 Ty Constriction U-value Or HTM Area (112) Load Area (112) Load number B1ulVhZ•F) Btuwl or perimeter (it) Btuh) or perimeter (it) Bluh) Heat cool Gross N/P/S Heat Cod Gross WP/S Heat Cool 6 W 16A-19ad 0.049 n 1.36 3.64 36 35 49 131 13 13 18 47 Blk wall, stucco exl 0.201 n 5.57 5.29 560 49D 2731 2597 168 152 844 am 2A-2om 0.350 n 9.69 12.19 4 0 39 49 0 0 0 0 2A-2om 0.350 n 9.69 10.46 33 0 317 342 16 0 158 171 11 2A-2om 0.350 n 9.69 10.46 33 0 317 342 0 0 0 0 W 16A-19ad 0.049 a 1.36 3.64 18 18 25 67 10 10 14 38 Vy Blk wall, stucco ext 0.201 a 5.57 5.29 466 337 1877 1785 149 117 649 617 2A-2om 0.350 a 9.69 28.96 65 0 634 1893 33 0 317 947 2A-2omd 0.620 a 17.17 16.92 64 64 1099 1083 0 0 0 0 W 16A-19ad 0.049 s 1.36 3,64 36 36 49 131 13 13 18 47 W Blk wall, stucco ext 0.201 s 5.57 5.29 704 655 3649 3470 93 93 519 494 a 2A-2om 0.350 s 9.69 10.80 49 38 475 529 0 0 0 0 W 16A-19ad 0.049 w 1.36 a64 18 18 25 67 10 10 14 38 h Blk wall, stucco wq 0.201 w 5.57 5.29 191 120 670 638 0 0 0 0 2A-2om 0,350 w 9.69 21.79 8 4 78 174 0 0 0 0 2A-2om 0,350 w 9.69 28.96 39 0 377 1125 0 0 0 0 11DO 0.390 w 10.60 1203 24 24 259 289 0 0 0 0 P 126-0sw 0.097 269 1.75 195 196 526 343 0 0 0 0 R 12C-0sw 0.091 252 1.45 224 203 511 294 0 0 0 0 D 11DO 0.390 n 10.80 1203 21 21 230 257 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 2540 2540 1829 3590 284 254 205 401 F 22A-tot 0.989 27.40 0.00 2540 206 5643 0 254 44 1205 0 6 c) AED excursion 0 0 Envelope loss/gain 21409 19194 3961 36M 12 a) Infiltration 3837 1212 864 273 b) Room ventilation 0 0 0 0 13 Irdemal gains: Occupants @ 230 5 1150 1 230 Appliances/dher 3000 600 Subtotal (fires 6 to 13) M246 24556 4825 4705 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstrbition 0 0 0 0 14 Subtotal 25246 24556 4M5 4705 Duct loads 1 25% 44% 6279 1089D 25% 44% 120D 2097 r Total room bad 31525 35446 6025 6792 Air required (cfm) 1483 1483 1 1 2831 284 Calculations approved by ACCA to meet all requirements of Manual J Oth Ed. fi- w gF tsoTt- 2018-May-15 06:48:46 Right-Suke® Universal 2018 18.0 13 RSU23828 Pape 1 easideBG.tMLo112KensingtonRserveSeasideBGLW.rup Calc . MJ8 House laces: W wrightsofC Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINCI 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 a)c 407-333-38W Web: WWW.DEL-AIR.COM Job: Lotl2KensingtonRserveSea... Date: 1/14/2016 By: FJF 1 2 3 4 5 Room name, Exposed wall Room hergt4 Room Room area DINETTE 9.3 ft 39.5 ft heai/cool 18.5 x 11.0 If 200.5 I'll269.E KITCHEN 9.3 ft 16.5 ft T eWcool 1.0 x 269.6 ft fl Ty I Consiniction number U-value BtuWttL*F) Or HTM Btu1h1tt2) Area (112) or perimeter (h) Load MIA Area (ftz) or perimeter (it) Load Btuh) Heat Cod I Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 11 W 16A-19ad Elk wall, stucco ext 2A-2om 2A-2Dm 2A-2Dm 16A-19ad Elk wall, stucco ad 2A-tom 2A-2omd 16A-19ad Blk wall, stucco so 2A-2orn 16A-19ad Blk wall, stucco ext 2A-2om ZA-2om 11130 12B-0sw 0.049 0.2D1 0,350 0.350 0.350 0.049 0.201 0.350 0.62D 0,049 0.201 0.350 D.049 0.2D7 0.350 0,350 0.390 0.097 n n n n n a a a a s s s w w w w w 1.36 5.57 9.69 9.69 9.69 1.36 5.57 9.69 17.17 1.36 5.57 9.69 1.36 5.57 9.69 9.69 10.8D 2.69 3.64 S29 1219 10.46 10.46 3.64 5.29 28.96 16.92 3.64 5.29 10.80 3,64 5.29 21.79 28.96 1203 1.75 0 93 0 0 33 0 173 33 0 0 103 0 0 0 0 0 0 0 0 61 0 0 0 0 140 0 0 0 103 0 0 0 0 0 0 0 0 337 0 0 317 0 779 317 0 0 571 0 0 0 0 0 0 0 0 321 0 0 342 0 741 947 0 0 543 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 857 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 815 0 0 0 0 0 0 0 W Vy Imo_ (C w W L--C w h P R D C 12C-0sw 11 D0 168-98ad 0.091 0.390 0.026 n Z52 10.80 0.72 1.45 12.03 1.41 0 0 2D4 0 0 2D4 0 0 147 0 0 2BB 0 0 Z70 0 0 270 0 0 194 0 0 381 F 22A40 0.989 27.40 0.00 2D4 40 1082 0 Z70 17 452 0 6 c) AED excursion 51 122 Envelope loss/gain 3550 313D 1503 1074 12 a) Irdiftration b) Room venlilalion 696 0 22D 0 291 0 92 0 13 Internal gains: Occupants Cd 230 1 230 0 0 Appliances/other 0 1200 Subtotal Pines 6 to 13) 4247 350D 1794 Z366 Less external load 0 0 0 0 14 15 Less transfer Redisinbution Subtotal No bads 1 25% 44% 0 0 4247 1056 0 0 3580 1588 259b 44% 0 0 1794 446 0 0 Z366 1049 Total room bad Air required (cfm) 5303 249 5168 216 2240 105 3415 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w0 wF l C- 2018-May-15 06 48:46 Right-Sulte® Universal 2018 18.0.13 RSU23828 Page 2 easideBGLW\Lo112KensingfonRserveSeasideBGLW.rup Cale - MJ8 House faces: W wrightsofr Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL327711 hNDI TI N6665Gax: 407333.38M Web: WWW.DEL•AIR.COM Job: Lotl2KensingtonRserveSea... Date: 1/14/2016 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area DINING 10.5 tt 9.3 It heWcool 15.0 x 10.5 tt 157.5 tl= BATH 1 5.5 If 9.3 tl heal/cool 11.5 x 5.5 It 63.3 ttz Ty I Constriction number U-value BtuWtt--F) Or HTM BtuWttz) Area (111) or perimeter (tt) Load Btuh) Area (ttl) or perimeter (h) Load Btuh) Heal Cod Gross N/P/S Heat Cool Gross I NIP/S Heal Cod 6 11 W liBlk2A-2om 16A-19ad wall, stucco ext 2A-2Dm ZA-2pm 16A-19ad Bilk wall, stucco so 2A-2orn 2A-2omd 16A-19ad Bk wall, stucco ext 2A-2om 16A-19ad Blk wall, stucco ext ZA-2om 2A-2Dm 11DD 12B-0sw 12C-05w 11DO 16B-38M 2ZA-10 0.049 0.2D1 0.350 0.35D 0.350 0.049 0.201 0.350 0.620 0.049 0.201 0,350 0.049 0.2D1 0.350 0.350 0,390 0.097 0,091 0.39D 0.026 0.989 n n n n n a a a a s s s w w w w w n 1.35 5.57 9.69 9.69 9.69 1.35 5.57 9.69 17.17 1.36 5.57 9.69 1.36 5.57 9.69 9.69 10.80 Z69 Z52 10.80 0.72 Z7.40 3.64 5.29 12.19 10.46 10.46 3.64 5.29 28.96 16.92 164 S29 10.80 3.64 5.29 21.79 28.96 12.03 1.75 1.45 12.03 1.41 100 0 0 0 0 0 0 0 0 0 0 98 33 0 0 0 0 0 0 0 0 158 158 0 0 0 0 0 0 0 0 0 0 65 25 0 0 0 0 0 0 0 0 153 11 0 0 0 0 0 0 0 0 0 0 363 317 0 0 0 0 0 0 0 0 113 288 0 0 0 0 0 0 0 0 0 0 346 353 0 0 0 0 0 0 0 0 223 0 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 63 63 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 63 6 0 0 0 0 0 0 0 0 0 0 256 0 0 0 0 0 0 0 0 0 46 151 0 0 0 0 0 0 0 0 0 0 Z72 0 0 0 0 0 0 0 0 0 89 0 W W Vy C W P q t---D C F 6 c) AED excursion 2 19 Envelope loss/gain 1081 919 482 342 12 a) Infiltration b) Room vertilalion 185 0 58 0 97 0 31 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal pines 6 to 13) 1257 977 5791 373 14 15 Less exterrel bad Less transfer RedistnbtAion Subtotal Duct bads 25% 44% 0 0 0 1267 315 0 0 0 977 433 25% 44% 0 0 0 579 144 0 0 0 373 165 Tole) room bad Air required (etm) 1582 74 1411 59 1 723 1 34 535 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. qjf sgt'-- Ri ht-Sufte® Universal 2018 18.0,13 RSU23828 2018 Mey-15 0 Page 3 A p Pape 3 easideBGLW\Lo112KensirrplonRserveSeasideBGLW.rup Cab - MJ8 House faces: W wrightsofr Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Par. 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lotl2KensingtonRserveSea... Date: 1/14/2016 By: FJF 1 2 3 4 5 Roan name Exposed wall Room height Roan dimensions Roan area BDRM 4 10.0 ft 9.3 it heat/cool 15.0 x 10.0 fl 150.0 112 BDRM 3 31.5 it 9.3 ft heal/cool 1.0 x 18Z3 ft 18Z3 ft= Ty Construction number U-value BluWhz-,F) Or HTM Btuwttr) Area (ttl) or perimeter (h) Load Btuh) Area (111) or perimeter (11) Load Btuh) Heal Cool Gross WP/S Heal Cod Gross N/P/S Heat I Cool 6 11 W 16A-19ad BIk wall, stucco ext 2A-2om 2A-2Dm 2A-2om 16A-19ad Blk wall, stucco ad 2A-2om 2A-Zomd 16A-19ad Blk wall, stucco ext 2A-2on 16A-19ad Wall, stucco ext 2A-2Dm 2A-2an 11D0 12B-0sw 12C-0sw 11DO 16121-38a1 22A4cl 0.049 0,201 0.350 0,350 0.350 0.049 0.201 0.350 0.620 0.049 0.201 0.350 0.049 0.201 0.350 0.350 0.390 0.097 0.091 0.390 0.026 0.989 n n n n n a a a a s s s w w w w w n 1.36 5.57 9.69 9.69 9.69 1.36 5.57 9.69 17.17 1.36 5.57 9.69 1.36 5.57 9.69 9.69 10.80 Z69 Z52 10.80 0.72 27.40 a64 5.29 1219 la46 10.46 a64 S29 28.96 16.92 a64 5.29 10.80 3,64 S29 21.79 2&96 1Z03 1.75 1.45 1Z03 1.41 0.00 0 0 0 0 0 0 0 0 0 0 93 16 0 0 0 0 0 0 0 0 150 150 0 0 0 0 0 0 0 0 0 0 77 13 0 0 0 0 0 0 0 0 150 10 0 0 0 0 0 0 0 0 0 0 420 158 0 0 0 0 0 0 0 0 108 274 0 0 0 0 0 0 0 0 0 0 407 176 0 0 0 0 0 0 0 0 212 0 0 37 0 0 0 0 0 0 0 0 112 0 0 145 0 39 0 0 0 0 182 182 0 37 0 0 0 0 0 0 0 0 112 0 0 106 0 0 0 0 0 0 182 32 0 208 0 0 0 0 0 0 0 0 623 0 0 589 0 377 0 0 0 0 131 863 0 198 0 0 0 0 0 0 0 0 593 0 0 560 0 1125 0 0 0 0 258 0 w Vy L~-{(' w Vy 1--C W TE Blk P D c F 6 c) AED excursion 19 472 Envelope loss/gain 969 777 2791 3205 12 a) Irdihralion b) Room ventilation 176 0 56 0 555 0 175 0 13 Internal gains: Occupants @ 230 Appriances/dher 0 0 0 0 0 0 Sublotal Pines 6 to 13) 1145 833 3346 3381 14 15 Less external load Less transfer Redistribution Subidal Duct beds 2596 4496 0 0 0 1145 285 0 0 0 833 369 25% 4496 0 0 0 3346 832 0 0 0 3381 14% Total room bad Air required (cfm) 14M 67 1202 50 1 4178 197 4880 204 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r sge' Right-Sulle® Universal 2018 18.0.13 RSU2382e 201&May-May06:Pape age4 easideBGLW\ Wl2KensingionRserveSeasidoBGLW.Pup Calc = MJ8 House laces: W f- wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFORD, FL 6632771Phone: 407-33325 Tax: 407.3333853 Web: WWW.DEL-AIR.COM Job: Lotl2KensingtonRserveSea... Date: 1/14/2016 By: FJF 1 Room name MSTR BTH WC 2 3 Exposed wall Room height 11.0 ft 9.3 tt heal cool 0 It 9.3 ft heal/ccol 4 5 Room dimensions Room area 1.0 x 139.0 ft 139.0 "a 5.5 x 4.0 ft 27-0 hx Ty I Construction number U-value BluWhz•F) Or KrM Btuh1ftz) Area (W) or perimeter (ft) load Btuh) Area (fix) or perimeter (h) Load Btuh) Heat Cod Gross NP/S Heal Cod Gross NP/S Heal Cool 6 W VhBlk 16A-19ad wall, stucco exl ZA-2DM 0.049 0.201 0.350 n n n 1.36 5.57 9.69 3.64 5.29 1219 0 103 4 0 99 0 0 549 39 0 522 49 0 0 0 0 0 0 0 0 0 0 0 0 11 2A-2om ZA-Zan 0.350 0.350 n n 9.69 9.69 10.46 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Vy G 16A•19ad Blk wall, stucco e t ZA-tom 0.049 0.2D1 0.350 a a a 1.36 5.57 9.69 3.64 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 16A•19ad 0.620 0.049 a s 17.17 1.36 16.92 3.64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Vy t--6 Blk wall, stucco ext 2A•2om 16A-19ad 0.2D1 0.350 0.049 s s w 5.57 9.69 1.36 5.29 10.80 3,64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Blk wall, stucco ext ZA-2om 2A-2orn 11DD 12B-0sw 0.2D1 0.350 0.350 0.390 0.097 w w w w 5.57 9.69 9.69 10.80 269 5.29 21.79 28.96 1203 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P q 12C-0Os 0.091 252 1.45 0 0 0 0 0 0 0 0 D C 11D0 16B 98ad 0.390 0.025 n 10.80 0.72 203 1.41 0 139 0 139 0 100 0 196 0 22 0 22 0 16 0 31 F 2ZA-tci 0.989 Z7.40 0.00 139 11 301 0 22 0 0 0 6 c) AED excursion 41 2 Envelope loss/gain 989 727 16 30 12 a) infiltration 194 61 0 0 b) Room verditalion 0 0 0 0 13 Internal gabs: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (tines 6 to 13) 1183 788 16 30 Less ademal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1183 788 16 30 15 Duct bads 1 25% 44% 294 349 25% 44% 4 13 Total room bad I 1478 1138 20 43 Air rogtrired (cfm) 1 1 70 48 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w_rsg!•oTr' 2018 May15 06:48:46 Right -Suite® Universal 20/8 18.0.13 RSU23828 Pape 5 easideBGLW\Lo112KensingionRserveSeasideBGLW.rup Cale - MJ8 House faces: W wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lotl2KensingtortRserveSea... Date: 1/14/2016 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room rmerrsiore Room area MSTR WIC 7.0 n 9.3 n heal/ccol 1.0 x 118.0 it 118.0 n= BDRM 2 10.0 n 9.3 n heal/cool ln.o n= 1.0 x 177.0 11 Ty I Construction number U-value B1uIY112-•F) Or HTM BltdYn2) Area (n') or perimeter (n) load Btuh) Area (ft2) or perimeter (n) Load Bluh) Heal Cod Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 11 W vhBlk 16A-19ad wall, stucco ext 2A-2om 2A.2om 2A•2om 16A-19ad Blk wall, stucco ext 2A-2Dm 2A-2ornd 16A-19ad Blk wall, stucco ext 2A-2om 16A-19ad Blk wall, stucco ext 2A•2Dm 2A•2om 11DO 12B-Osw 12C-0sw 11DO 168-38ad 22A4p1 0.049 0201 0.350 0.350 0.350 0.049 0.21)1 0.350 0.620 0.049 0.20/ 0.350 0.049 0.2D1 0.350 0.350 0.390 0.097 0.091 0.390 0.026 0.989 n n n n n a a a a s s s w w w w w n 1.36 5.57 9.69 9.69 9.69 1.36 5.57 9,69 17.17 1.36 5.57 9.69 1.36 5.57 9.69 9.69 10.80 269 252 10.80 0.72 27.40 3.64 5.29 1219 10.46 10.46 a64 5.29 28.96 16.92 3.64 5.29 10.80 3.64 5.29 21.79 28.96 1203 1.75 1.45 1203 1.41 0.00 0 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118 118 0 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118 7 0 364 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 85 192 0 346 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 167 0 0 93 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 196 0 0 177 177 0 77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 196 0 0 177 10 0 428 0 158 0 0 0 0 0 0 0 0 0 0 0 0 0 526 0 0 127 274 0 407 0 171 0 0 0 0 0 0 0 0 0 0 0 0 0 343 0 0 250 0 W W W __ e W P q D C F 6 c) AED excursion 27 60 Envelopeloss/gain 640 486 1515 till 12 a) Infiltration b) Room ventilation 123 0 39 0 176 0 56 0 13 Infernal gains: Occupants @ 230 ApplianoWolher 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 764 524 1691 1167 Less external bad 0 0 0 0 14 15 Less transfer Subtotal Ducl bads 1 25% 44% 0 764 190 0 524 233 25% 44% 0 1691 421 0 1167 518 Total roan bad Air required (ctm) I 1 954 1 45 757 32 1 1 2112 99 1685 70 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V6- wrrlgF-Csoft- 2018-May-15 06:48:46 Right - Suite® Universal 2018 18.0 13 RSU23828 Page 6 easideBGUN1Loll2KensingtonRserveSeasideBGLW. rup Cale - MJ8 House faces: W wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING gal CODISCO WAY. SANFORD. FL 32771 hone: 407-333-2665 Fax: 407-333.38W Web: WWW.DEL-AIR.COM Job: Lotl2KensingtortRserveSea... Date. 1/14/2016 By: FJF 1 Room name BTH 2 LAUN 2 3 Exposed wall Room heig~It 0 it 9.3 it heat/cod 0 it 9.3 it heal/coot 4 Room dimensions 5.5 x 9.0 ft 6.0 x 9.0 It 5 Room area 49.5 fix 54.0 fill Ty Construction Or ea I number BIUWIIL F) BtuN oreaperimeter (it) Bluh) oradperimeter (11) Blu) Heat Cod Gross ISMS Heat Cod I Gross N/P/S Heat Cod 6 W 16A-19W 0.049 n 1.36 a64 0 0 0 0 0 0 0 0 0 0BNwall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 02A-2om 0.350 n 9.69 12.19 0 0 0 0 0 2A-2om 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A•2Dm 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 w 16A-19ad 0.049 a 1.36 3.64 0 0 0 0 0 0 0 0 Vy l(' Blk wall, stucco ext 0.2D1 a 5.57 5.29 0 0 0 0 0 0 0 0 02A-2Dm 0.350 a 9.69 2&96 0 0 0 0 0 0 0 2A•2or d 0.620 a 17.17 16.92 0 0 0 0 0 0 0 0 w 16A-19ad 0.049 s 1.36 3.64 0 0 0 0 0 0 0 0 Vy Blk wall, stucco ext 0.2D1 s 5.57 5.29 0 0 0 0 0 0 0 0 I_G 2A•2Dm 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 w 16A-19ad 0,049 w 1.36 3.64 0 0 0 0 0 0 0 0 Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 02A•2om 0.350 w 9.69 21.79 0 0 0 0 0 0 0 2A•2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12B-Osw 1097 Z69 1.75 D 0 0 0 0 0 0 0 R 12C-0sw 0.091 Z52 1.45 0 0 0 0 0 0 0 0 z 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-36ad 0.025 0.72 1.41 50 50 36 70 54 54 39 76 F 22A-tot 0.989 27.40 0.00 50 0 0 0 54 0 0 0 6 c) AED excursion 3 33 Envelope loss/gain 36 67 39 43 12 a) infiltration 0 0 0 0 b) Room vertilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliance;/other 0 1 600 Subtotal (limes 6 to 13) 36 67 39 643 Less external bad 0 0 0 0 Less transfer 0 0 0 0 0 0Redistribution0 36 0 67 39 64314 15 Subtotal Duct bads 25% 4196 91 30 25% 4496 10 285 Total room bad 45 96 49 921 Air required (cfm) 2 4 2 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghCsolt- 2018-May-15 06:48:46 Right-Sulle® Universal 2018 18.0.13 RSU23828 Page 7 easideBGLYALotl2KensingtonRserveSeasideBGLW.rup Calc- MJ8 House faces: W wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotlMensingtonRserveSea... Date: 1/14/2016 By: FJF 1 Roan name GREAT FOYER 2 Exposed wall 15.5 it 5.0 1t 3 Room tMW 9.3 it heal/cod 9.3 11 heat/cool 4 Room mensiea ns 1.0 x 494.9 tt 1.0 x 175.8 1t 5 Roan area 494.9 11= 175.8 11' Ty Construction U-value Or HTM Area yo) Load Area (11j Load I number BtuWhz•F) Btuhrnz) a perimeter (11) Bluh) or perimeter (h) Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heap Cod 6 W 16A-19ad 0.049 n 1.36 3.64 23 23 31 84 0 0 0 0 VhBlk wall, stucco ext 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A-20n 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 W 16A•19ad 0.049 a 1.36 3.64 8 8 11 29 0 0 0 0 Vy Blk wall, stucco ext 0.201 a 5.57 5.29 145 8t 449 427 0 0 0 0 2A•2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 II-G 2A-2ond 0.620 a 17.17 16.92 64 64 1099 1083 0 0 0 0 W 16A-19ad 0.049 s 1.36 3.64 23 23 31 84 0 0 0 0 W Blk wall, stucco ext 0.201 s 5.57 129 0 0 0 0 0 0 0 0 C 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 W 16A-190 0.049 w 1.36 a64 8 8 11 29 0 0 0 0 h Blk wall, stucco ext 0.201 w 5.57 5.29 0 0 0 0 47 15 82 78 ZA•2om 0.350 w 9.69 21.79 0 0 0 0 8 4 78 174 ZA-2on 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 11DO 0,390 w 10.80 12.03 0 0 0 0 24 24 259 289 P 12B-0sw 0.097 Z69 1.75 0 0 0 0 0 0 0 0 12C-0sw 0.091 Z52 1.45 0 0 0 0 224 203 511 294 11 D0 0.390 n 10.80 12.03 0 0 0 0 21 21 23D 257 C 168-38ad 0.026 0.72 1.41 495 495 356 699 176 176 127 248 F 2ZA-td 0.989 27.40 0.00 495 16 425 0 176 5 137 0 61 c) AED excursion 1 189 1 1 95 Envelope loss/gain 1 2413 2246 1423 1435 12 as Irdgtrdtion 390 123 88 28 b) Roan verdilation 0 0 0 0 13 Infernal gains: Occupards ® 230 3 690 0 0 Appriances/other 600 0 Subtotal pines 6 to 13) 2804 3660 1511 1462 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublolal 2804 3660 1511 1462 15 Duct bads 1 25% 44% 697 1623 25% 4490 376 649 Total morn load I 1 35011 5282 M7 2111 Air required (dim) 165 221 89 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 04 wrlgFseooTe• 2018•May15 06:48:46 Righl•SuileO Universal 2018 18.0.13 RSU23828 Page 8 easideBGLW\Lo112KensingtonRserveSeasideBGLW.rup Cale . MJ8 House laces: W Duct System Summary Job: Loll 2KensingtonRserve... wrightsofte y y Date: 1114/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333.3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3734 HANWORTH LOOP, 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 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.204 in/100ft 1483 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.204 in/1001t 1483 cfm 118 ft 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 1 h 723 34 22 0.204 4.0 Ox 0 VIFx 32.8 85.0 st3 BDRM 2 h 2112 99 70 0.280 6.0 Ox 0 VIFx 15.7 70.0 BDRM 3 c 4880 197 204 0.204 8.0 Ox 0 VIFx 32.9 85.0 st3 BDRM 4 h 1430 67 50 0.212 6.0 Ox 0 VIFx 28.0 85.0 st3 BTH 2 c 96 2 4 0.311 4.0 Ox 0 VIFx 7.1 70.0 DINETTE h 5303 249 216 0.205 9.0 Ox0 VIFx 32.3 85.0 st1 DINING h 1582 74 59 0.271 6.0 Ox 0 VIFx 18.5 70.0 FOYER h 1887 89 88 0.209 6.0 Ox 0 VIFx 30.0 85.0 st3 GREAT c 2641 82 111 0.230 7.0 Ox0 VIFx 19.4 85.0 st1 GREAT -A c 2641 82 111 0.295 7.0 Ox 0 VIFx 11.2 70.0 KITCHEN c 3415 105 143 0.220 7.0 Ox 0 VIFx 24.0 85.0 st1 LAUN c 928 2 39 0.308 4.0 Ox 0 VIFx 7.9 70.0 MSTR BED c 3396 142 142 0.209 7.0 Ox 0 VIFx 30.0 85.0 st2 MSTR BED -A C 3396 142 142 0.214 7.0 0x 0 VIFx 27.1 85.0 st2 MSTR BTH h 1478 70 48 0.237 5.0 Ox 0 VIFx 16.3 85.0 st2 MSTR WIC h 954 45 32 0.219 4.0 Ox 0 VIFx 24.8 85.0 st2 we c 43 1 2 0.232 4.0 Ox 0 VIFx 18.4 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 437 470 0.205 439 14.0 0 x 0 VinlFlx st2 Peak AVF 399 365 0.209 508 12.0 0 x 0 VinlFlx st3 Peak AVF 387 365 0.204 492 12.0 0 x 0 VinlFlx wrightsoiFt' 2018-May-15 06:48:46 Right-Suile® Universal 2018 18.0.13 RSU23828 Pape 1 ACCA... easideBGLW\Lotl2KensinglonRserveSeasideSGLW.nip Cale - MJ8 House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1483 1483 0 0 0 0 Ox 0 VIFx wrightsoft• Righl•Suile® Universal 2018 18.0.13 RSU23828 ACCK .. easideBGLW\Lo112KensingtonRserveSeasideBGLW.Np Cak . MJB House faces W 2018- May15 06:48:46 Page 2 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lotl2KensingtonRserveSeasideBGLW Builder Name: RYAN HOMES Street: 3734 HANWORTH LOOP 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic 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. The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls Walls The junction of the lop 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 lop 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 unvenled 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 r cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 neally to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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. Electricallphone 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 sorinklar cover plates and walls or callinos. a. in awition, inspection or cog waus snan De in accoroance wrrn ire provisions of n,%,wvv. 5/15/2018 6:58 AM EnergyGaugeS USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 N>1a1 S N>l1 1 12x6 1wcd140F------------------- 7' 215 14x8 local917'kitchen vent 12x6 1wcd I 4 t 0 Wall C a p L------------ 71 18x18 rag 16, 1808 rag 12x6 lwcd 17' 11 • 3' bath duct 5' Ito1 II 11 to roof cap W / f a n 150 10' 12x6 lwcd al Nutone 696RNB 7• 145 12, fit K4 d 12x6 1 cd 110 r----- 4• 7' I Bx4 lwcd I 1 30 I J I0x6 lwcdftw 60 6' I 01 I j Bx4 8 w 1 E• JIg 42X42 A/C SLAB w '-- -- 11 1 1 lM lwcdBYBLDRMIN 2,120' 1 s i20x6wall 2 FROM WALL g 36x16 1 0x6 wall rng6• I 1 so C0. 4' dryer duct CJ to roof cap box j I) 1wcd1 Ox6 lwcd w/dryer vent 1 i °' 4' ® 3' bath duct Transfer ducts/grilles sized In 1 to roof c a pcompliancewithFloridaResidentialII I w o Building Code - H1602.4 Balanced I I 11 8. 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Id OISdPb19d 'Z6 4 4j gg sa6od , ' l 9 Moog )old u! papjooa.l so '3A83S38 NOIJNISN3>1 ,e l )01 :03HSINdn-4 Sd N011dIdDS30 or RECORD COPY Permit # # City of Sanford Building and Fire Prevention Product Approv - ification 1 V - 2 5 / OFpgR`Z` Project Location Address 3 Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 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 Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 VP 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 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category/ Subcategory Manufacturer Product 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 J Aml ROOF ETRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD ' FORT PIERCE, FL 3494 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES J PROJECT: KENSINGTON RESERVE 'o D N n o COUNTY: SEM I NOLE cZ LOT/BLK/MODEL: LOT.12 / MODEL:SEASIDE V1 / ELEV:B / GAR L c JOB#: 72222 MASTER#: WRCSS1 BDT OPTIONS: FORMAL DINING ROOWMASTER TRAY 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. A#MTRUSSES A FLORIDA CORPORATION RE: Job WRCSSIBDT JOB #72222 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: LOT #12 Address: City: Model: SEASIDE v1 "B" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 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: FBC2017rrP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 42 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date 1 A0005149 A01GT 4/27/18 13 A0005161 All 4/27/18 25 A0005173 C04B 4/27/18 12 A0005150 A02T 4/27/18 14 A0005162 Al2B 4/27/18 26 A0005174 CA 4/27/18 3 A0005151 A03T 4/27/18 15 A0005163 A14B 4/27/18 27 A0005175 CJ3 4/27/18 I4 A0005152 A04T 4/27/18 16 A0005164 A15B 4/27/18 28 A0005176 CJ3T 4/27/18 5 A0005153 A05T 4/27/18 17 A0005165 A16B 4/27/18 29 IA0005177 CJ5 4/27/18 6 A0005154 A06 4/27/18 18 A0005166 B01G 4/27/18 30 A0005178 CJ5T 4/27/18 17 A0005155 A06T 4/27/18 19 A0005167 B02 4/27/18 31 A0005179 D01GE 4/27/18 8 IA0005156 A07 4/27/18 20 A0005168 B03 4/27/18 32 A0005180 D02 4/27/18 9 A0005157 A08 4/27/18 21 A0005169 B04 4/27/18 33 A0005181 E03GE 4/27/18 10 A0005158 A08T 4/27/18 22 A0005170 C01B 4/27/18 34 A0005182 E04 4/27/18 Ill A0005159 A09 4/27/18 23 A0005171 CO2B 4/27/18 35 A0005183 HJ7 4/27/18 112 A0005160 I A10 4/27/18 24 A0005172 I CO3B 4/27/18 36 A0005184 I HJ7T 4/27118 The truss drawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on Ine parameters provided byA-i Roor Trusses, 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 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, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) 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 Documental 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 engineering responsibility for the design of the single Truss depicted on the TDD oft11Ai>iy T. Tom 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. III, P.E. SERIAL #: 36 BCA22100 0000004C 1287DF Page 1 of 2 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 WRCSSIBDT No. Seal # Truss Name Date 37 A0005185 J7 4/27/18 38 A0005186 RG 4/27/18 39 A0005187 RP 4/27/18 40 jAO005188 RT 4/27/18 41 A0005189 VM3 4/27/18 42 A0005190 VM5 4/27/18 43 STDL01 STD. DETAIL 4/27/18 44 STDL02 STD. DETAIL 4/27/18 45 1 STDL03 STD. DETAIL 4/27/18 46 STDL04 STD. DETAIL 4/27/18 47 STDL05 STD. DETAIL 4/27/18 48 STDL06 STD. DETAIL 4/27/18 49 STDL07 STD. DETAIL 4/27/18 50 1 STDL08 STD. DETAIL 4/27/18 51 STDL09 STD. DETAIL 4/27/18 52 STDL10 STD. DETAIL 4/27/18 53 STDL11 STD. DETAIL 4/27/18 54 STDL12 STD. DETAIL 4/27/18 55 1 STDL13 STD. DETAIL 4/27/18 56 STDL14 STD. DETAIL 4/27/18 57 STDL15 STD. DETAIL 4/27/18 58 STDL16 STD. DETAIL 4/27/18 r Page 2 of 2 Job Truss Truss Type aty Pb HOMES / SEASIDE v1 WRCSSIB A01GT Hip Girder 1 1 IRYAN A0005149 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 3494b, oesign(Walwss.com KUn: O.IZV 5 ri Sx10 = 11:43:06 2018 Page 1 IMGi87w_TXHVZMY?p Dead Load Deft. = 114 in 31 33 28 US II 5x12 = 24 23 58 57 58 59 22 21 60 61 20 62 63 64 1965 18 66 67 17 68 69 70 16 36 34 44 = 30 II US MT20HSII 3x6 = 4x8 = US II 3x6 = Sx10 = 2x4 II 4x6 = 4x4 II 7x14 MT20HS= 2x4 II 4x6 2x4 II LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.94 BC 0.85 WB 097 Matrix -MS DEFL. in Vert(LL) 0.27 Vert(CT) -0.47 Horz(CT) 0.19 loc) 3-27 3-27 14 I/dell Ud 695 360 404 240 n/a n/a PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 277 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 20 SP No.2 'Except' TOP CHORD WEBS B2,85: 2x4 SP No.3 2-32=-341/107, 3-32=397/178, 4-27=-308/1037, 22-25=-541/289, B3: 2x6 SP 240OF 2.OE, B6: 2x6 SP No.2 3-37=-1756/586, 4-37=-1685/598, 8-22=-437/654, 8-20=-127/397, WEBS 2x4 SP No.3'Except' 4-38=-187/327, 38-39=-187/327, 9-20=-304/189, 11-20=-1507/1775, W6,W2: 2x4 SP No.2 5-39=187/327, 5-40=187/327, 11-19=-2766/1447, 13-16=-1/703, OTHERS 2x4 SP M 30 4041=-187/327, 641=-187/327, 11-17=-8722934, 12-17=727/436, LBR SCAB 14 2x4 SP M 30 one side 6.42=-1266/3427, 742=-1266/3427, 13-17=-941/393, 8-25=-3361/1953, BRACING- 7-8=-1266/3427, 843=-157/747, 4-26=-2204/852, 5-26=496/284, TOP CHORD 4344=15W747, 9-44=-157/747, 6-26=1253/3550, 2-31=-472/165, Structural wood sheathing directly applied or 4-3-13 oc 945=-157/747, 45-46=-157/747, 32-33=-617/234, 31-32=-266/84, pudins. 10-06=1571747, 10-11=-157/747, 2-33=-92268, 14-34=-686/195, BOT CHORD 11- 47=1178/189, 47-08=-1178/189, 35-36=-337/238, 34-35=-625/137, Rigid ceiling directly applied or 4-3-6 oc bracing. Except: 4849=1178/189, 1249=-1178/189, 14-36=-140/615 3-1-0 oc bracing: 23-25 12-50=-1178/189, 50-51 =-1 178/189, WEBS 13-51 =- 1 178/189,13-35=-2212/520, NOTES- 1 Row at midpt 8-25 14-35=-808/166 1) Attached 8-9-7 scab 1 to 4, back face(s) 2x4 SP M MiTek recommends that Stabilizers and required BOT CHORD 30 with 1 row(s) of 10d (0.131'x3') nails spaced 9' cross bracing be installed dunng truss erection, in 31-33=-100/294, 3-27=483/1615, o.c.excepl : starting at 0-1-0 from end at joint 1, nail 1 accordance with Stabilizer Installation guide. 27-52=-507/1697, 52-53=-507/1697, row(s) at 7' o.c. for 2-8-7; starting at 2-10-14 from end 26-53=-507/ 1697, 26-54=-3580/1422, at joint 1, nail 2 row(s) at 3' o.c. for 2-". REACTIONS. All bearings 0-8-0. 54-55=3582/1422, 25-55=-3583/1421, 2) Unbalanced roof live loads have been considered lb) - Max Hoe 23-57=446/0, 57-58=-446/0, for this design. 2= 53(LC 12) 58-59=446/0, 22-59=-446/0, 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Max Uplift 21- 22=-649/0, 21-60=649/0, Vasd=116mph; TCDL=5.Opsf; BC0L=5.0psf; h=15H; All uplift 100 lb or less at joint(s) 60-01=-649/0, 20-61=-649/0, Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); except 2=-239( LC 8), 23=-1762(LC 5). 20-62=1402/687, 62-03=-1402/687, cantilever left and right exposed; end vertical left 19=-1651(LC 4), 14=-293(LC 9) 63-64=-1402/687, 64-65=-1402/687, exposed; Lumber DOL=1.60 plate grip DOL=1.60 Max Grav 19- 65=1402/687, 19-66=1402/687, 4) Provide adequate drainage to prevent water All reactions 250 lb or less at joint(s) 18-66=-1402/687, 18-67=1402/687, ponding. except 2=745( LC 1), 23=3693(LC 19), 67-68=1402/687, 17-68=-1402/687, 5) All plates are MT20 plates unless otherwise 19=3273(LC 20), 14=1142(LC 1) 17-69=-388/2008, 69-70=388/2008, indicated. 16-70=-388/ 2008, 16-36=-389/1978, 6) This truss has been designed for a 10.0 psf bottom FORCES. (lb) 34- 36=-1431653, 23-25=-3358/1564, chord live load nonconcurrent with any other live Max. Comp./Max. Ten. - All forces 250 (lb) or less except 6-25=1911 //89 WEBS loads. 7) • This truss has been designed for a live load of when shown. TOP CHORD 4- 27=-308/1037, 22-25=-541/289, 20.Opsf on the bottom chord in all areas where a 2-32=-341/ 107, 3-32=-397/178, 8-22=-437/654, 8-20=-127/397, rectangle 3-6-0 tall by 2-" wide will fit between the 3-37=1756/ 586, 4-37=-1685/598, 9-20=304/189, 11-20=-1507/1775, bottom chord and any other members. 4-38=-187/ 327, 38-39=-187/327, 11-19=-2766/1447, 13-16=-1/703, 8) Provide mechanical connection (by others) of truss 5-39=187/ 327, 5-40=-187/327, 11-17=-872/2934, 12-17=-727/436, to bearing plate capable of withstanding 239 lb uplift at 40-41=-187/ 327, 6-41=-187/327, 13-17=-941/393, 8-25=-3361/1953, joint 2, 1762 lb uplift at joint 23, 1651 lb uplift at joint 6.42=-1266/ 3427, 742=1266/3427, 4-26=-2204/852, 5-26=496284, 19 and 293 lb uplift at joint 14. 7-8=1266/ 3427, 843=-157/747, 6-26=-1253/3550. 2-31=472/165, 43.44=-157/ 747, 9.44=-157/747, 32-33=-617234, 31-32=-266/84, 945=-157/747, 4546=-157/747, 2-33=92/268, 14-34=-686/195. Continued on page 2 r6n.dtyhmr.r' W49N66f141RiFs1lWlal6kI4V10rtklSlCxjtC1114W11IR147rY. r.yb7R r d.n..+u.u xntigGelrrm.,l.lr.arua+eoanwo rb.a..ratl.am..n W74 run edl„ rVrIY.Mvr b,Im,M+7^1.lnadll..lrsroglul„nn.,•egYr4rrb„ala}s,nP,4lgwrM¢4r Yyrrm,Igi44nrl9r;.wb ml,hW*q..fin.bbr.da.>.s+lY! Anthony T. Tombo 111, D.E. rn,lnbn,r. t.Yi.fnq.dMtYOwa,YD.w ur,cA p.v rb gkVW.*&wMilraLM K rr W YMlusr MO. Th qr"d & Wd NJ hill"Idiks rbx"4dkr vl i<jf =BOOB) rbAO"hW.rrr. r. eure., Wr4.6ANK.1 .o rfesr.gWW.Lb.p[*-.dlm,W.aa,rns 4451 St. Lucie Blvd. d..bMW h,,lad„ I q.. nWgh Aran whd 61m M,*lgrobsllrldhrAy...Uru M,w. brm4q WAq WupdnMbr.,nlMu.1M11. Foil Dlcrre, FL 34946 1ppybOtlllAdtulhnses ArW.g1.IvMIL/. 1.1tpOhmnrIWhlavedJOOw1Ia.,4pekikM.uMAilcnAtnrn.issiMbwAIWissm-bioryl.I=W10,11. Job Truss Truss Type oty Ply RYAN HOMES / SEASIDE v1 WRCSSIBDT A01GT Hip Girder 1 1 A0005149 Job Reference (optional) me r[wr r ruses, Fort Pierce, FL 34946, design@alwss.com Run: 81.120 s Nov 12 2017 Print: a.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 iT:43*07 2018 Page 2 ID:P42uXRd_Kj2lgP?afFS 28yAdrr-JEWUYu4?icCa9nrGz60E?Dhhhx6?9OH9eC4,pl¢MY?o NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)148 lb down and 152 lb up at 7-0-0, 107 lb down and 104 lb up at 9-0-12, 107 lb down and 104 lb up at 11-0-12, 107 lb down and 104 lb up at 13-0-12, 123 lb down and 123 lb up at 15-0-12, 21 lb down and 43 lb up at 17-0-12, 21 lb down and 43 lb up at 19-0-12, 21 lb down and 43 lb up at 21-0-12, 21 lb down and 43 lb up at 23-0-12, 21 lb down and 43 lb up at 25-0-0, 21 lb down and 43 lb up at 26-11-4, 21 lb down and 43 lb up at 28-11-4, 21 lb down and 43 lb up at 30-11-4, 123 lb down and 123 lb up at 32-11-4, 123 lb down and 123 lb up at 34-11-4, 123 lb down and 123 lb up at 36-11-4, 123 lb down and 123 lb up at 38-11-4, and 123 lb down and 1231b up at 40-11-4, and 248 lb down and 240 lb up at 4340-0 on top chord, and 557 lb down and 246 lb up at 740-0, 86 lb down and 32 lb up at 9-0-12, 86 lb down and 32 lb up at 11-0-12, 86 lb down and 32 lb up at 13-3-0, 88 lb down at 15-0-12, 203 lb down and 164 lb up at 17-0-12, 203 lb down and 164 lb up at 19-0-12. 203 lb down and 164 lb up at 21-0-12, 203 lb down and 164 lb up at 23.0-12, 203 lb down and 164 lb up at 25-0-0. 203 lb down and 164 lb up at 26-11-4, 203 lb down and 164 lb up at 28-114, 203 lb down and 164 lb up at 30-11.4, 88 lb down at 32-114, 88 lb down at 34-114, 88 lb down at 36-114, 88 lb down at 38-114, and 88 lb down at 40-114, and 383 lb down and 73 lb up at 42-114 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 (plf) Vert: 1-3=-60, 3-4=-60, 4-13=-60, 13-15=-60, 28-31=-20, 3-25=-20, 23-24=-20, 23.34=-20 Concentrated Loads (lb) Vert: 4=-107(B) 7=-2(B) 13=201 (B) 27=557(1211) 22=203(B) 8=2(1211) 16=-383(B)10=-2(B) 38=-107(B) 39=107(B) 40=107(8) 41=123(121) 42=-2(0) 43=-2(B) 44=-2(B) 45=2(B) 46=-2(B) 47=123(B) 48=-123(0) 49=-123(B)50=-123(B)51=-123(B)52=-86(8) 53=-86(B)54=-86(8)55=-71(B)58=-203(B) 59=-203(8)60=-203(B)61=-203(B)62=-203(B) 63=-203(B) 64=-203(B) 66=-71 (B) 67=-71 (B) 68=-71(B) 69=-71(B) 70=-71(B) V.ry Ikri Mwllh n•..n'slpOf onsorsqurso;nW R06lfW7IIICN1At0r(M7!I;ttU111[IWRtrr, bArry Nwandrd am.mlmrlrspbagpW;d r lebrt lrlrRlLbbarf4ri M•rwr Ynr tr.a aerwi1r 101,ti Wlds:.rlgrrMYMkrY17f.MM1. UrInu laplq..Pr.SlrMrbp.;b WwgnlipemrsN r b BrL./ygvlmNWIgY41np Mt.jr hru bpOrl.blEOrdl,.la lfN.hMp nwgews4/gr.6rw f.Yl1 Anthony T. Tointw III, P.E. I .Imoil" I.M11rqW4k4r 1rrnrb&40r 9n..40..4 TMqrnN4O Wool .;hem nroiler TML.:b1;q koft my..aft-W k.q*ON nnyrrby 4 II 80083 YI.Yryhsp. alfeK.r,dnsr.M.s OpdsrrmrsupkMs4apry O.Irn.lMt M•.brrPryJNYiylhnldyU nnbr.Y• alkblrnyralWrNMsfLbmM °"'`""`'""`"u°~""°'"" 445I St. Lucle Blvd. Fla.w1.111rIq•egMq...mgha rarwrni hrmrdur[qurakrOlrlrrgMup.n S o.Fgm.rorkuq amWlk•n.rn0ldrmi. Fort Plerce, Fl. 34946 gpi1M O T11A A•I fled bnrrr • AnMg l.lrebr 8L r1. 4pdr0io of do lmum, o og Mq. it pold'ad .itlrathe Wm" Orrmissix boo A•I lid bnus • MRor l.la PM, P.I. Job Truss Truss Type Oty Ply HOMES / SEASIDE v1 A0005150 WRCSS1BLi T A02T Hip 1 1 IRYANJobReference (optional) Al R001 TruSse5, Fort Pierce, FL 34945, designlQjalt uss.corll 5.00 12 3 1 2 25 s= 24 26 21 Sxl0 MT20HS= Hun: vi.1Zu s Nov iz zul r Ynnu mizu s Nov iz LVl r MI1 ex muusule5, mG. rn Apr [r , GqJ;uo cum r ID:P42uXRd Kj2lgP7afFS_28yAdrr-nR4tj2vimOk3CJMlghdfnDmvc5G2kgvONlydLNz O 32.0.0 414).0 50.0.0 53-M 3x6 = 30 II 3x6 = 3x8 = S _ 6 7 Y Sx6 11 9 Dead Load Den. = 114 in E—Fol; M I I i... hums oxlZ =... 2x4 11 18 77 30 16 15 14 313 o loll 29 27 4x6 = 30 11 2x4 11 5xl0 MT20HSll US = 3x6 II 3x6 = 3x6 = 4x6 = 4x4 II 20 11 4x8 = 2-9-0 + 9-0-0 1 33-0 + 15-0 0+ 2110-0 32 0 0 + 41.0-0 + 50-0.0 , 2-g 0 &3-0 4-3-0 B-2-0 8.2.0 9.0-0 9.0.0 Plate Offsets (X,Y)— 13:0-0-12,0-1-3),13:04-13,0-1-4], 14:0-7-0,0-2-01,117:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.38 14-15 513 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,90 Vert(CT) 0.49 3-20 384 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.16 17 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 245 Ib FT = 10% LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP No.2 'Except' B2,B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 4-" oc bracing: 17-19 WEBS 1 Row at micipt 4-19, 8-15, B-12, 15.19, 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0. lb) - Max Harz 2= 67(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2 except 17=-1090(LC 9), 14=-1096(LC 8), 10=-170(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=285(LC 23), 17=2004(LC 23), 14=1324(LC 24), 10=690(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-247/467, 4-5=-1119/2131, 5.6=-1087/2089, 6-7=-71/1011, 7-8=-71/1011, 8-9=742/524, 9-28=-882/465, 10-28=-387/154 BOT CHORD 3-20=-354/429, 19-20=-341/429, 17-30=43510, 16-30=-43510, 15-16=435/0, 15-31=-368/336, 14-31=368/336, 13-14=-368/336, 12-13=368/336, 12-29=-2517750, 27-29=-1641329,17-19=-1873/1368, 5-19=490/429 BOT CHORD 3-20=354/429, 19-20=-341/429, 17-30=435/0, 16-30=-435/0, 15-16=435/0, 15-31=-368/336, 14-31=-368/336, 13-14=-368/336, 12-13=-368/336,12-29=-2517750, 27-29=-164/329,17-19=-1873/1368I 5-19=490/429 WEBS 4-20=0/329,4-19=-1942/1079, 6-15=293/314, 8-15=-1090/403, 8-14=1167/1006,8-12=-617/1167, 9-12=-225/306, 15-19=-513/96, 6-19=1900/1709, 10-27=441/365, 28-29=-299/506, 27-28=-304/141, 10-29=-168/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(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 gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 At 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) 2 except 61=lb)17=1090, 14=1096, 10=170. LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced); Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-9=-60, 9-11=-60, 21-24=-20, 3-19=-20, 17-18=20, 17-27=-20 4q•kwbn Yt r,..ra'hl im le0 min adel ROtlt[01710Cp01lIOxl'iITi4UCMW1r4n. 1,,4 Na..+d elr,t.u,h.0 Asp Mnq(ROJdM howl lrYllll hfiwSkOW-m tlmau.noa.anl..y bhl,wua l=•rYOrndbb171r.rN U,hw,M¢1y..0r.flodlh rx;Ouiwwnrr4 rW r 4 Inor ww g"Ww" M o, M}dM t.0 lnu gMw4 Wlny,nb lM Aby,nuWw b"uxsswdp Anmgry T. Tonitlo III, P E. dmOft lmbwWoghbinpowi tONTw.ft0-4rarhdrtolrbb44kW,.brrmudwILbUtdbMdlRribd M.1Mr,I,m1461Ydw1dlwdblmt.7 yIr111o,,.roAd.dY.gJ/rbny.cMrtrl 780083 bbly M4addbd he.o U.'"low.blWrm"pMrn4bm"lgw.k"im%."Xq r4AAl ey in id lxh wrd.udb, b pNp,. IN rlwbrrunwidar dd. ltbhw Axp.hm A 19m d l,rubillevy,wLn 4451 St. Lucie Blvd. d..hr wdyr6Fle yrdq.. mblpar.r,,..nr! Irl,.dn,qtri.oh1nb14t Ary..muftm.t4.w+wral awbdrywero+drinl Fat Pierce. FL 34946 ypiol07016A•1led hmut•Anloryl.lp4.Ill. /.l. hp1d.OmWAhIKMtAi.fly Maitlralili.itlMThe "Res pnmittiwhow Adhdhnx+•AAny1.Iwl.10,N. Job Truss Truss Type Q y Ply RYAN HOMES / SEASIDE V1 WRCSSIBDT A03T Hip 1 1 1, A0005151 Job Reference (optional) ' Al Roof Trusses, Fort Pierce, FL 34946, design@al truss corn Sx6 = 44 = 5.00[12 5 6 T2 Run: 81.120 s Nov 12 2017 Print: 8.120 5 Nov 12 2017 MiTek Industries, Inc. Fri ID:P42uXRd_ 421gP?afFS_28yAdrr-FdeFwOwKXKswgTxDOO8t 3x6 = 3x6 = 3x8 = Sx6 = 7 g t2 10 271 y:43:09 2018 Dead Load Dell. = 318 in pppp rNA t) `- Zx411 ed 26 28 23 4x8 = 20 19 18 17 4x6 = U4 11 3x8 MT20HS I I 3x6 = 4x4 11 500 MT20HS= 2x4 11 4x8 = 16 15 14 20 11 3x6 = 3x8 = U 31 29 4x6 = 12-9-0 1 11-0 0 113_1-0!- 01 11 12 + 31-11 39 0 0 50-0-0 12-9A 8-3-0 2-3-0 7 8 12 7-8-12 7-10 8 11.0.0 Plate Offsets (X,Y) - 3:0-0-12,0-1-31,[3:0-4-13,0.1-41,15:0-3-0.0-2-41, 10:0-3-0,0-2-41. 21:0-".0-2-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.29 14-31 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.65 14-31 634 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WS 0.90 Horz(CT) 0.10 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 262 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* B2,B6,B5: 2x4 SP No.3, B8: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 3-1-0 oc bracing: 19-21 3-10-0 oc bracing: 21-22 WEBS 1 Row at midpi 9-17, 9-14 2 Rows at 1/3 pts 7-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 192/0-8-0 (min.0-1-8) 19 = 277010-3-8 (min.0-3-4) 12 = 1206/0-8-0 (min.0-1-8) Max Horz 2 = 80(LC 16) Max Uplift 2 = 75(LC 8) 19 = 600(LC 9) 12 = 304(LC 9) Max Grav 2 = 201(LC 23) 19 = 2770(LC 1) 12 = 1288(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-211/695, 4-5=-434/1017, 5-6=-368/937, 6-7=-930/2050, 7-8=-1037/528, 8-9=1037/528, 9-10=-1937/1147, 10-11=-2142/1186, 11-30=-2511/1424, 12-30=-872/416 BOT CHORD 3-22=-574/372,21-22=-2078/1315, 16-17=-807/2009, 15-16=-807/2009, 14-15=-807/2009, 14-31=-117612281, BOT CHORD 3-22=574/372, 21-22=-2078/1315, 16-17=-807/2009,15-16=-807/2009. 14-15=-807/2009,14-31=-1176/2281, 29-31=414/811, 19-21=-2643/1532, 6-21=-1341/843 WEBS 4-22=401/400, 5-22=-538/327, 17-21=-278/999, 7-17=-269f785, 9-17=-1296f726, 9-16=0/269, 10-14=158/491, 11-14=428/445, 7-21=-2865/1600, 6-22=-750/1463, 12-29=-695/498,30-31=-190/442, 29-30=-807/405,12-31=-328/618 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=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: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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) 2 except (jt=lb)19=600, 12=304. LOAD CASE(S) Standard 16w4..11h n•r.l.,llI= rmorwln arlut w,tar.m aw.rui..y ollWIIIIlr1MIMtimIh911A1I. N1 III lkopfgw01.41mlyEgweb ld..l nllpasb.ropsl4 INpWlr.oflo"Ry.Wlq Arle YtpPM$40 Ina1.7al alk ""blip hbapnl.PwtM/golawtvYh Anthony T. Tomtro III, D.E. AmaaftI"lls in "ka'".dd sell lo .Y0m11bQ11gdrft Wiq kw,. not mosioltillf.69 ibgnWiO 14gM+padll++.. 19..I IaM.6a/bp1ot111dpdiMt4911441gm.f4q'•r*OMPWlMbn1.11xIn OrnYY p.nlpt.0 4451 St, Lucie AlwlUrnpnJt4ldMnr4L.l Avpr.Im11np6ps.I n,uNMrvr,.Y11 ° 8Jude As.1u 161411.(. 910gM4..'^411WPxM wIAn 41m1 prplgwnbe016r41gkcp.rl.ullo.Gpxr fog o4q IruWllr:an.tCrlslnl. Fat GIe1Ce, FL 3494 34946 p(gpitlt07616AIiodfillies - Way1. lwloIII, r.LtlrrolmioofAil 6ma101,uorlaaitpolilod.illoaat lines lemiluM6wA•ltow fillies •AoAg(t.Imb1%F1. Job WRCSSIBI T Truss A04T Truss Type Hip 10ty1 Ply 1 RYAN HOMES / SEASIDE v1 A0005152 Job Reference (optional) Al oof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:10 2018 Page 1 ID P42uXRd_Kj2lgP?afFS 28yAdrr-jpCd7kwyld nRdWQx5f7serE3u QCYgireRkQGzMY?I 1-0,02-9-0 7-2-9 13-0-0 15 8 0+ 22-7 29 12 { 37 T 43$11 50 0 0 51-0,0 2-9-0 459 597 280 611-4' 7-18 7-3 6811 635 0D 2x4 II 5xe 11 30 II 300 = 3x6 = s.Dof i-2 Sx8 = 10 Dead Load Deb = 118 in 27 29 24 3x8 = 21 20 19 18 17 16 15 14 32 30 Sx12 = 4x6 = 3x10 = 3x6 = 2x4 II 4x6 = 3x4 3x8 MT20HSI I 3x8 = 3x8 = 4x8 = 4x1 I)1 20 II LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 125 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 1212,1216,1215: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-10 oc bracing. Except: 2-11-0 oc bracing: 20-22 WEBS 1 Row at midpl 7-17, 10-17, 7-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 188/0-8-0 (min. 0-1-8) 20 = 2777/0-3-8 (min, 0-3-4) 12 = 120410-8-0 (min. 0-1-8) Max Horz 2 = 93(LC 13) Max Uplift 2 = 66(LC 8) 20 = 581(LC 9) 12 = 308(LC 13) Max Grav 2 = 202(LC 23) 20 = 2777(LC 1) 12 = 1296(LC 24) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 34=-258/537,4-5=-75/529, 5-6=-812/1704, 6-7=-793/1689, 7-8=-1639/932,8-9=-1639/932, 9-10=-1639/932, 10-11=-1957/1064, 11-31=-2670/1449, 12-31=-874/443 BOT CHORD 3-23=-436/404, 22-23=-1 151/879, 18-19=-131/755, 17-18=-131f755, CSI. DEFL. in (loc) I/deft Ud TC 0,81 Vert(LL) 0.14 15 999 360 BC 0,71 Vert(CT) 0.2915-17 999 240 WB 0.87 Horz(CT) 0.06 12 n/a n/a Matrix -MS BOT CHORD 3-23=-436/404, 22-23=-1 151/879. 18-19=-131/755, 17-18=-131f755, 16-17=-664/1740, 15-16=-664/1740, 14-15=1217/2429, 14-32=-1217/2429, 30-32=-383/760,20-22=-2659/1568, 6-22=-342/275 WEBS 4-23=-373/428, 5-23=-600/921, 19-22=-124/802,7-17=-711/1264, 9-17=468/407, 10-17=-280/163, 10-15=-143/485, 11-15=-754/596, 11-14=0/268, 5-22=-1078/688, 7-22=-2359/1379,12-30=724/497, 31-32=-316/315,30-31=-811/424, 12-32=364/709 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=5.0psf; 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;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) All plates are MT20 plates unless otherwise indicated. 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) 2 except at --lb) 20=581, 12=308. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 273 lb FT = 10% s/odi flwtr dwwdll rnvrm'lllxd 011s6(YUlrl07y41I01f u0g111CH11110U131.T,uulrLrKY11'halet h4 Ps4ndrcJrtrt mlm,Mtp IlrO!rrlAgl I-Wittl 4bexr llenMn nr. MnrM.eruMe0r 101.y 1610mm,rrnrMmntlemb umnee lnu raipfrpmapr.SleWt4pd:aurwnROigmimsm}oOrMnud oyn+gntpn4dpM41n}4Y,tjrl,m L mrw•INoil.wh Rl Il,hupan.pm.hmqurmewt u+nq Anthorry T. Tornbo III, D.E. rmAtAlmlWalMxyhhmpndagideeN. k0.oirolou ¢fo4MWgArp,,o6losu,14 4adOrbd M/al nhdlFl lr gnnl MlGldw!1dl n rt4lmtd l liymgl nh00nd bm"YOMmngsWnd Z80083 41wYq hsgedhmwk. UmTIWM.YIOddla pofotdpMbrtdmr pGglrgmialdrq lb•.mwpilpp{i,W gnidllUnrbnmapwdpLtr 0t1 i17rtUrrynWlm,dYIDfLLwf Aup.ImtMpuposdlmt mndrYo,wria 4451 St. Lucie Blvd. ns.hrWpdyrlrndgr4gwo+nygdlprtnw4d hlmtpsp[gmxbUlht4gMtqro.whuSlestgmwCgnpq Uo,yalxnnnldodwlxl Fort Pierce, FL 34946 oppilNOTDl1A•Ifpdbossrs•Ao1Ngl.lombtll,r.1 kpdo0indllndmmaeot,nor? from, ispohlddniloupe-note remissia how A•Ikdlnsset•biAarl.ImbULF1. Job Truss Truss Type aty Ply RYAN HOMES / SEASIDE v1 WRCSSI BDT A05T Hip 1 1 A0005153 Job Reference (optional)" 5.00 12 Sx6 11 tun. oi.icu s Nov lc 2W r Prim: 8.i20 s Nov Q 2uii MITek Industries, Inc. Fri Apr 27 1):43.11 2018 3x8 = Sx6 = 10 Dead Load Dee. = 3116 In VA T4 T S ZEE 1112 jj b 12 27 3 n 30 6 24 B 131 y 2825 2x4 II 23 21 20 19 32 t8 33 1716 15 31 29 d2822 4x6 = 30 II Sx10 = 4x6 = 3x8 = 20 11 4x6 = 4x4 II f 2-9-0 &2.9 13.3-0 2.9-0 ( SS9 S47 152 1S0.0 22-00 1•I 6.9.12 + 0-2-4 2&S2 6S2 350-0 42.7.5 50.0-0 Plate Offsets (X,Y)— 13:0-0-12,0-1-31,[3:04-13,0-141,110:0-3-0.0-241,[23:04-0,0-2-81 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,81 Ver1(LL) 0.15 15-31 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Verl(CT) 0.31 15-16 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.06 13 n/a n/a BCDL 100 Code FBC2017/fP12014 Matrix -MS Weight: 273 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B2: 20 SP No.3 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. WEBS 1 Row at micipt 6-21, 12-16, 8-23 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 160/0-8-0 (min.0-1-8) 21 = 2761/0-3-8 (min.0-34) 13 = 1234/0-M (min.0-1-9) Max Horz 2 = 107(LC 16) Max Uplift 2 = 66(LC 8) 21 = 548(LC 9) 13 = 331(LC 13) Max Grav 2 = 176(LC 23) 21 = 2761(LC 1) 13 = 1328(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-343/761, 4-5=-745/1443, 5-6=-730/1584, 6-7=-585/1396, 7-8=-585/1396, 8-9=1425/858, 9-10=-1619/1025, 10-11=-1749/1019, 11-12=-1845/992, 12-30=2686/1466, 13-30=-886/445 BOT CHORD 3-24=-633/496, 23-24=-631/495, 20-21=-383/231, 19-20=-96f707, 19-32=-967707, 18-32=-96/707, BOT CHORD 3-24=-633/496, 23-24=-631/495, 20-21=-383/231, 19-20=-96/707, 19-32=96flrOT 18-32=-96/707, 18-33=402/1425, 17-33=402/1425, 16-17=-402/1425, 15-16=-1216/2437, 15-31=-1216/2437, 29-31=-395/776 WEBS 4-24=0/317, 21-23=-2689/1593, 6-23=-965/640, 10-16=-18/307, 12-16=-892/697,12-15=0/322, 8-18=-650/1142, 20-23=-180/1002, 8-23=-2109/1226,9-16=-234/405, 9-18=-678/513, 4-23=-824/602, 13-29=-745/517, 30-31=-350/387, 29-30=-824/428,13-31=-377f724 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=15ft; Cat. II; Exp C; Encl., GCpi=O 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise Indicated. 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, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 21=548, 13=331. LOAD CASE(S) Standard nq MvbmlY.rrv.b'rllx4 n11SIS(SN9.1 a1Ee11111111/s70CKmIWQIn9;tfuEnEKxUrar.hA/kY poEer altdrrtuntLarin*MngIRO;dalAhl lr.Nall dlrrmxroMrnx Ynt M.w Wrleala.=Y VdIss MI'maoNcAbblANmnid lsshwshaplsa wp,.SFA trpsr;bsdsglns4rnmsmpx dimpdnslst1IM-llrsprAd3j Y•bhupdbtajelMnh1dVlubTo" W*141 lhimpnsmpm hslsgssssssrr>, sNd41 Anthony T. Tombo ill, P.E. druiagoIMIV.4 Woe h ftmpu &Js. .Or l.ais"aC goeb Mgrh q hir ..bngn0lLLdblordald CWi9tAr d IXIiNexnrl/bw bW ru dimlmL dqe NrA%nip. WM= d kK9bNYgh/p•d4odvr tlstsmMsbA/dbprspsdpdsbrsAb NdlyNqumlAqKv.ssPl3fJp•b11Pp1111 nrrbnA•svd4su ml stwrbrnps4NudMrl4hrss hhssp fgmsdMtbsslrJ s as 80083 lmshsplgnmN elblslphsyn.V1mS5y*.hPW esrNile 41mlaAhrnnnlsbAbml. abs 4451 St. Lucie Blvd. rytiipb O fill A•I Itd Inssls • Artlrry I.lrslr III.1.1. (rprrlydro of 11•n Irrrsed, it dry tas, isprolilisd.41rA01 Winn prrmisrin bro A•1 [rd Insses • Arllrq 1. bolo @,1.1 Fort Pierce, FL 34946 Job Truss Truss Type QtY Ply HOMES / SEASIDE v1 A0005154 WRCSS1BLj1T A06 Hip 1 IRYANJobReference (optional) Al litoof Trusses, Fort Pierce, FL 34946, design@altrvss.corn Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:11 2018 Page 1 ID:P42uXRd_Kj2lgP?afFS 28yAdrr-COm?L4xa2x7e3m5cVpAMPrOPUIIDx7dt3GAlyizMY?k f-00 8-9.14 + 17-0.0 25-0.0 33-0-0 _+ 41-2-2 SO." 5,1Or0 8 9 14 8.2.2 8-0.0 8-0 0 8 2-2 8.9.14 -0-0 5.00 12 Sx8 34 = Sx8 Dead Load Den. = 7/16 in 4x6 = 34 = 3x6 = 3x6 = 4x6 = 4x6 = 3x6 = LOADING(ps" SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 20 SP 2400F 2.0E 'Except' T3: 2x4 SP M 30 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 4-7-10 oc bracing. WEBS 1 Row at midpt 5-18, 7-12, 6-16, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/041-0 (min.0-2-7) 10 = 2060/041-0 (min.0-2-7) Max Horz 2 = 120(LC 12) Max Uplift 2 = 430(LC 8) 10 = 430(LC 9) Max Grav 2 = 2060(LC 1) 10 = 2060(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=1724/954, 3-20=44332627, 34=42532618, 4-5=-41632647, 5-6=-34912177, 6-7=-3491/2177, 7-8=41632647, 8-9=-4253/2618, 9-23=44332627,10-23=-1724/952 BOT CHORD 19-21=-794/1408, 18-21=-2258/4040, 17-18=-1584/3188,17-25=-158413188, 25-26=-1584/3188,16-26=-1584/3188, 16-27=-1796/3616, 15-27=1796/3616, 15-28=1796/3616, 14-28=-1796/3616, 14-29=-1585/3188,29-30=-1585/3188, 13-30=-1585/3188, 12-13=-1585/3188, 12-24=2265/4040, 22-24=404/1408 US MT20HS= 44 = CSI. DEFL. in (loc) I/deft Ud TC 0.83 Vert(LL) 0.56 12-14 999 360 BC 0.87 Vert(CT) 1.0212-14 591 240 WB 0.38 Horz(CT) 0.23 10 n/a n/a Matrix -MS BOTCHORD 19-21= 794/1408, 18-21=2258/4040, 17-18=1584/3188, 17-25= 1584/3188, 25-26=1584/3188, 16-26= 1584/3188, 16-27=-1796/3616, 15-27=1796/3616, 15-28=1796/3616, 14-28=-1796/3616, 14-29=158513188, 29-30=-1585/3188, 13-30=-1585/3188,12-13=-1585/3188, 12-24=-2265I4040, 22-24=-804/1408 WEBS 3-18=532/608, 5-18=-639/992, 9-12=-532/608,7-12=-639/992, 5-16=1631730, 6-16=-447/270, 6-14=-447/270, 7-14=-163f730, 2-19=-1224/810,20-21=-470/587, 19-20=- 11301644, 2-21 =-624/1087, 10-22=-1224/810,23-24=-470/586, 22-23=-1130/642,10-24=-632/1087 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=150; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(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) Provide adequate drainage to prevent water ponding. , 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=430, 10=430, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 243 lb FT = 10% 0 q•e,.,O.wdp,e•t'lI WnwrirulnilRril go61lOK14KOA7r(61.7;4UCrIDW/i'h,r. 4+4 1 oEmd,dMwlnlmtMgi•.>,(IWI IY IGg1,NWIL? l .—Rownm Mnt6netOd YIA.oY Oxdtt•rw pmta.ndYtwnl M-tl Ise Trees k¢Itp.Pr.h,ssr bF4esees. III ollgomt. mAoesee MolessWpa+7ml.wWbIse kWdIM NOIm4mnshe alt*.r PRTh6%tmque•Iwa1u wt.rM" MdWm/ T. Tombo ill, P.E. m,IblmfMgpolybO,ml.,Ode;< 1rAw.hes InhsdQs bMtlorMytn,.Ot,Ya,lO b0.'.IbYdl YqM,.11M11.bNm1/OtIMdn4emtlYlmt..d l t.ryt.Y0dO.Y gYi Yn,r.l.11ht• a8O083 Yh,yq hqudfeu v. ON" We.%0.0,. Aden ed left. Olk Mq bep.dla" Wr W(K1QpIM4111Alxl t,d mlr pnnlpdtru MIWtttnyrtsllett NMnfYLm Aep Ans, Imp l•p,ro.l [me r 6:w,.rst I 4451 St. Lucie Blvd. n..wrwh•ud,dgww.mghdnrnwdhadlweaphl— isulrtupMy...lmtslo.6pwIFw U us>w,Irmm de•d.ml. Fort Dlerce. FL 34946 mi1M0 ?oil A•11•dlnssrs• ANMfl.look In. K b/relwudAni•.O.d,isUpbe isFabi•ICeIidlNlStvsinpprt.issinbwA•IIWhism-AsOMII.Imb11Lr.L Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE v1 WRCSSIBDT A06T Hip 1 1 A0005155 Job Reference optional) ' Al K001 I ruses, ron nerve, I-L "v4o. oesgnitgalwss.com Kun: 81.1 ZU S Nov 1 Z Z017 Print: 8.1 Z0 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:12 2018 Dead Load Defl. = 3116 in 5.00 12 2x4 II 5x8 11 Zx4 11 5x8 = 4x6 = 20 11 6x8 = 4x10 = 20 11 4x6 — LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.22 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.40 17-19 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.21 13-26 999 240 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. BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-17, 8-17, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 210/0-8-0 (min.0-1-8) 19 = 2669/0-3-8 (min. 0-3-2) 11 = 1242/0-8-0 (min.0-1-8) Max Hors 2 = 122(LC 17) Max Uplift 2 = 113(LC 12) 19 = 573(LC 9) 11 = 331(LC 13) Max Grav 2 = 302(LC 23) 19 = 2669(LC 1) 11 = 1271(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-118/576, 34=-573/1064, 4-5=-557/1224, 5-6=-375/1127, 6-7=-794/640, 7-8=794/640, B-9=-1399/940, 9-10=1509/910, 10-25=-2467/1451, 11-25=-826/436 BOT CHORD 20-23=4981232, 19-20=-4981232, 18-19=-629/662, 18-27=-629/662, 27-28=-629/662, 17-28=-629/662, 16-17=444/1302,16-29=-444/1302, 15-29=444/1302,14-15=-118312227, 13-14=-1183/2227, 13-26=-1183/2227, BOT CHORD 20-23=-498/232, 19-20=-498/232, 18-19=-629/662,18-27=-629/662, 27-28=-629/662, 17-28=-629/662, 16-17=444/1302, 16-29=-444/1302, 15-29=-444/1302, 14-15=-1183/2227, 13-14=-118312227, 13-26=-118312227, 24-26=-401/731 WEBS 3-20=0/317, 3-19=-896/711, 5 19=-344/434, 6-19=-1859/1001, 6-17=1031/1783, 7-17=-558/491, 8-17=-719/440, 8-15=-219/606, 10-15=-1014/804, 10-13=0/370, 22-23=-128/290, 11-24=-721/537, 25-26=-372/475, 24-25=-771/422, 11-26=-384/683 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=1611; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1 13,19=573, 11=331. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 262 lb FT = 10% tly 2 EUaq. Rw Mrwllll mM.d'1I1701 nwri llin RIM TIN 6 fDr7NfYf nSlAlIj R17 ; AUEVL%Mlr W. krh YY Nrodn W .W On m 6m"bo"lRIr W 2. Wool I. ["It I l W., SW Mn M pei drrmr NN aft 0,0 Ibhlr rb,IgtYOYMbbpbktil U Inu h,ylq.p,.slaglNnr1uwagdrymn.upu/rlrau rgnrignyaWulms4,*rtq,li„aIM wloo wl..rml tY a,p n,age,n.h gw. t,Ys1 Anthony T. Tombo III, V.E. Nw4Aolm1r I1.mhKorul reg011oo.rs .ro.e•,s,l¢wal rrk,q•..ar n dmllLto V. milkbd"hod n1, q q nau. ,,olditda 80083 Yk,lgk, y NGa. 1316%la,boMWIN P lonNFftM4 6lytywOU"*nlWQ~bp I+IN1111nN nar Food Nam. off kla,ba,Pes/s,INba,/Lha, k,q.Im,kylg4 Nlnu rwlet,aiu 4451 St. Lucie Blvd. krouldalh l,!Ogrdga a,0qhr1l ta nhr! IM tau k il ly b Oft W l".. ImI1C klr eel Wft Il gfhM•onnl4Nb1111' Fort Vierce, FL 34946 Gppgb011l{A•Ilalbnur•A IL ryl.lwb Ip,ll. kpdro,00f1k4i NAi ortnw,,tp bi{Bd ilkeAt iinnprmitdUhow A•1holImul•Adagl Tomb 111,H. Job Truss Truss Type O Y Ply RYAN HOMES / SEASIDE v1 A0005156 WRCSSIBDT A07 Hip 1I 1 Job Reference (optional) Al Idool Trusses, i-on weece, t-L :wand, oesign rWaIuuss.com 3 Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:13 2018 Page 1 ID:P42uXRd Kj21aP?aiFS 28vAdrr-8OtmmlzmYNM14E?dEDpUGTkN6zYPze9XafOlbzMY?i Sx6 = 3x6 = Sx8 = Dead Load Dell. = 518 In 41 3x8 MT20HS= 3x8 = 4x8 = 3x8 = 3x8 = 418 = 4x8 = 34 = 3x8 MT20HS= 9.7-1 19-" 31-0 0 40 4 15 ,_ 50.0.0 I 9.7-1 I 9-4.15 121L0 9.4-1b 9-7-1 Plate Offsets (X,Y)— 12:0-0-0.0-04j, [4:0-3-0,Edge][6:0-3-0,0-241,18:0-3-0,0-2-4],110:0-3-O.Edgel. 12:Edge,0-0.41 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.73 16-18 >824 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 BC 0.94 Vert(CT) 1.36 16-18 >442 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 262 lb FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-16, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 2060/041-0 (min.0-2-7) 12 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 133(LC 12) Max Uplift 2 = 446(LC 12) 12 = 446(LC 13) Max Grav 2 = 2060(LC 1) 12 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1476/830, 3-22=-4541/2744, 3-4=-4237/2550, 4-5=-4154/2563, 5-6=-3311/2089, 6-7=2999/2005, 7-8=-2999/2005, 8-9=-3311 /2089, 9-10=-4154/2563, 10-11=-4237/2550, 11-25=-4541/2744,12-25=-1476/828 BOT CHORD 21-23=-790/1399, 20-23=-2393/4154, 19-20=-1930/3573,19-27=-1930/3573, 18-27=1930/3573, 18-28=-1563/3144, 17-28=-1563/3144, 16-17=-1563/3144, 16-29=-1933/3573, 15-29=-1933/3573, 14-15=-1933/3573, 14-26=2401/4154, 24-26=-799/1399 WEBS 3-20=-408/451, 5-20=-243/564, WEBS 3-20=408/451. 5-20=243/564, 5-18=-776/665, 6-18=494/968, 7-18=433/217, 7-16=433/218, 8-16=494/968, 9-16=776/665, 9-14=2431564, 11-14=408/451, 2-21=1090/751, 22-23=-424/507, 21-22=1370/787, 2-23=-612/1067, 12-24=-1090/750, 25-26=-424/506, 24-25=1370/785,12-26=-620/1067 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=15fl; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=446, 12=446. LOAD CASE(S) Standard mdg mt.0.rYr mh.b'tlnrl ndS6(Wlri tlrFW tte6llGtA0tg11t1'Arittl;ue[DWII'to. tuh M4rw4ndxartn.mLm MsPMrAl lrr lNt l.wltLId—.V kLrm Widler.m stl.4111.t+Y 1YM Yak Nrrt114..1 trtlr.0 los}Irpxfr.St atlgn;OrWwglAi4mei o}.0 do - up" mtndlq 11 Is kt}+r NO 4m l7C0.110 tlt..r W. Nh IRRUM Mb""Wtraltl Anthony T. Tombo 111, P.E. slmotto grWghrrty.adgdr0....r0..isrdirL•dqdrbbxogr t•'..bN.ddbCLrYt.14Yd1.Ist.6dlM hprsdblNd ldlmdbtma d 411gvp.YAlhtr.Ikruldakbmt.OU!d II 80083 Al.. rr Is WqM—d[W.M.d."No. rtAd dp bttisdOwdo bd"los 16g 1M1v PIrWIt A ulLn nrtin ab tFlo ml tl.tbnfPedW1 IMn+4hmMc^.hnf Mpfga.ltmtfalKr,afu 4451 St. Lucie Blvd. rl..ry lawlr r ItPs gdgw wAt1 h a rFrs.s h Imrry tgsrr h to b Iriq M.p,.Irm sN+ tg.s dq say u arYaMrm o.4fo1 rmt Fort Pierce. FL ppi1110 7114 A l lsl lNttrt • As1ar 1 1sSt lll. /.l. ttpdt0io dnit lmobt i. tq IM16 4 reliliwAlicast won "nsitsio hm A•I tat hnxt • AtAbt 1.lob III, F.I. Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 WRCSSI BDT A08 Hip 1 1 A0005157 Job Reference o tional I . V IWW 5.00 12 cun: ai.icv s Nov i2 Zul / Yrim: IS.1Zu s Nov 1Z Z017 MiTek Industries, Inc. FriApr 27 11:43:14 2018 Pagel 54 = Site = 3x6 = 500 MT20HS= 3x6 = 4x6 = 3x6 = 5x10 MT20HS= 4x6 = LOADING( psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.48 17-19 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.97 17-19 617 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.38 15.17 999 240 LUMBER - TOP CHORD 2x4 SP M 30 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 4-7-7 oc bracing. WEBS 1 Row at midpt 5- 17, 7-17, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2060/0-8-0 (min.0-2-7) 11 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 146(LC 17) Max Uplift 2 = 463(LC 12) 11 = 463(LC 13) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 21=-1613/913, 3-21=4491/2719, 34= 4208/2559, 4-5=-4071/2582, 5- 6=-3112/2018, 6-7=-2805/1952, 7- 8=-3112/2018, 8-9=-4072/2582, 9- 10=4208/2559, 10-24=-4492/2719, 11- 24=-1613/911 BOTCHORD 20- 22=-803/1404,19-22=-2357/4100, 19- 26=1883/3467, 18-26=-1883/3467, 17- 18=-1883/3467,17-27=-1324/2804, 16- 27=-1324/2804,15-16=-132412804, 14- 1 5=-1886/3467, 14-28=1886/3467, 13- 28=-1886/3467,13-25=-2364/4100, 23- 25=-812/1404 WEBS 3- 19=424/471, 5-19=-295/685, WEBS 3- 19=-424/471, 5-19=-295/685, 5- 17=-864/728,6-17=363/783, 7- 15=-363/818, 8-15=865/728, 8- 13=-295/685, 10-13=-424/471, 2- 20=-1164/793,21-22=-446/544, 20. 21=123W718, 2-22=-626/1078, 11- 23=-1164/793, 24-25=-447/543, 23- 24=-1239/716,11-25=-634/1078 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; 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 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 nonconcurrenl 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except 61=1b) 2=463, 11=463. LOAD CASE(S) Standard Dead Load De11. = 1/2 in 3x6 = 4x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 258 lb FT = 0% r. er•n.,e.r rno.d•1IIXif nnssl'wnryartut nluuaarcnmlel fR10';uutrLTulrr., u•armor.•..,d.rm,.n l.rr.sr..rpw;dr Iv,r l.aaaoa mw.lrs,.„ a.ra•.d a.a.rmr.. luhla. rararuosnerrr7rw rr NrNulmplrpnpaSpmlhpn;eurwgalipewrs.oro41r 8rsdapaviny.uWyrnrn 4wryrb u6tmr.xrlW.w14r b4upnuape Mtquruan.lq r. r blrcr.rr+lyl.w w.,w ra.x.ro..;.scup.r1.m11w,.r.e.noLecraal.r,i.r.rml.TMrr.Mlydlrnr. wsodrl..a ll.n rwwrl uorr.q.cw Anthony T. TOmb0111, D.E. I. Jq Mt sdtma . One p nnO O f ww.oIMnoes /Nr tasrox7br 0,sewpop moll Pln111Um b d%pnlplo RH NnLrnnaii4n MIMfLLm Mvp,6nflnrtgr dlmt/nAev.,.Yu I M.hr14Mllrtrri499•1h41r.rn.rL IM imthv tp=U1I14I4arMtyr.,.lnu Slo.ltr.mfgMlra YvtlaMYm.rnldd.inl, a 80083 4451 St. Lurie Blvd. 9/pilAl0NI/A• IlJdlnnrt•Anl.g1.lrelr10,/.1. hp.boil.dIbis lnooeal,ueel for, ilpoll'4d-den idewittnrermiluw abA•Ileorhnu+•AuEnrl.lobIII, /.l. Fat NeFoe, FL 34946 Job Truss Truss Type City Ply HOMES / SEASIDE v1 WRCSSI BL1 T A08T Hip 1I 1 IRYAN A0005158 Job Reference (optional) Al Mool Trusses, Fort Pierce, FL 34946, designic9altruss.com Kun, 01.1Zu s Nov 1Z Zul / erim: a.izu s Nov 1Z Zul r MI I ex mousines, inc. Pn Apr Zr 7 usia; is zu is rage , ID:P42uXRd_l j2lgP?afFS 28yAdrr-4n?WBR 56Ad3YOONkfFIZhZluvfFOS u8V5TzMY?g 1-0,0 7-53 13 10 11 + 21-0 0 29-0-0 l 34-10.0 + 41-9-3 + 50-0-0 5140 f-0b 7-53 65 8 7-1-5 8 0-0 S1(1-0 611-3 8-2-13 5.00 72 6x8 FS.-H Dead Load Doti. = 7/16 In 24 3x6 = 5x6 WB= 6x8 = 5x12 = 18 J 3x6 = V 4x8 — 4x8 = 2x4 11 30 7x8 700 M720H5= = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 134: 2x4 SP No.2, B5: 2x4 SP No.3 WEBS 2x4 SP No.3'Except* W6,W8: 2x4 SP No.2 OTHERS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-21, 18-21, 8-18, 13-17 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2074/0-8-0 (min. 0-2-7) 11 = 208610-8-0 (min.0-2-7) Max Horz 2 = 146(LC 13) Max Uplift 2 = 456(LC 12) 11 = 450(LC 13) Max Grav 2 = 2074(LC 1) 11 = 2086(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-1632/905, 3-25=-4513/2709, 34=4177/2495, 4-5=4040/2517, 5-6=-3160/2005, 6-7=-3190/2098, 7-8=-3535/2203, 8-9=-4369/2632, 9-10=-4457/2608, 10-28=-4558/2646, 11-28=-1613/883 BOT CHORD 24-26=-798/1412, 23-26=-2347/4122, 23-30=-1863/3510, 22-30=-1863/3510, CSI. DEFL. in (loc) Well Ud TC 0.99 Vert(LL) 0.44 16 999 360 BC 0.86 Vert(CT) 0.85 21-23 707 240 WB 0.88 Horc(CT) 0.29 11 n/a n/a Matrix -MS BOT CHORD 24-26=-798/1412, 23-26=2347/4122, 23-30=-1863/3510,22-30=-1863/3510, 21-22=1863/3510, 17-18=-2059/4055, 14-15=122/260, 13-14=-122/260, 13-29=-2285/4137, 27-29=799/1424, 8-17=-327/766 WEBS 3-23=-451/490, 5-23=-259/638, 5-21=-868/722, 6-21=-197/501, 18-21 =-1 294/2791, 7-18=-474/929, 8-18=-1 164/795,10-13=403/373, 13-17=-2186/3918, 6-18=-229/649, 2-24=-1170/790, 25-26=403/558, 24-25=-12511713, 2-26=-024/1083, 11-27=-1183/789, 28-29=556/597, 27-28=-1244/697,11-29=-625/1097 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=5.Opsf; BCDL=5.Opsf; h=15tt; 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 2=456, 11=450. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 289 lb FT = 10% aq Ibwrmlly rlr. a•t I na nose f>nurl aru; nna A calla>Is(melt'srr,,tu(rur+IR b., mp 4er, vas, d.r rn.mlmt bs b,..Ipte r uA., 1.1.r lr t a.m wnhti, m am, a.w,ur.rm..Y III Wo butt lrrept.yao, InMe awe n np,4amomimm 11% nm4 qae+Inv.wtbMrat}rty/b ugml.rlA..ra1 nr asp nng4nwgarrr,wef AnOwny T. Tombo III, P.E. dm blmtlr.Ibddrhrnyw W;rO.w.rOtiitarbMgs rldlylvipr,.aioa a4aV;drYdl.Yal WdlM.lbvmd rlAds;btl v rlm dilldbto y.bOdb.b ugYOYrnv.Wn a 80083 r, 41av9 Ilotuabmrrlsb m rlafgMdGeCt. emutr.al0.lornmmtdpbbn44btl,fgaCKgbt M.pnglNrlM111.4Y11nnrmrrpr Rlbintlnv aJWtMMnI6M1mbu..lmfbyfgn.IMUY.4.,vu 4451 St. Lucie Blvd. ACM MmIlttnnmgM r.C.imlhmlrn nand M1lmtbY)r[pabxlrlPtpMgC,C1:nt11a+l,r.w aq eoYa,Ib:annMdCnll Fort Pierte, FL 34946 WpilMOltlAAIledhosu,• Anbull.lmlr10.1.I. ttpdrOiudlthd mtm.irwllwthroMliM.akNdt. non prmiuimhwA•IWbosset•Atilmrll.4bb11LP.4 Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE V1 WRCSSIBDT A09 HIP 1 1 A0005159 Job Reference (optional) I ' Al Koo1 I cusses, con r-fierce, rc ,laaao, ceshgngalwss com 5.00 FIT Kun: 51.1ZU s Nov 1Z ZUl r Print: 8.1ZU 5 Nov 12 ZU17 Welt Industries, Inc. Fri Apr Z7 1 %:43:16 Z018 ID:P42uXRd Kj21gP?afFS 28yAdrr-YzZuOn?jtTlw9YzZIMmX6v5GhJzbcHccDYu4 0 0 27-0-0 , 3441.12 41-10-13 50.0-0 51 &0 Sx6 = 5x8 = Dead Load Deb. a 12 in 3x6 = Sx10 MT20HS= 3x8 = 3x6 = 500 MT20HS= 34 = 4x6 = 4x6 = Sx6 WB= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.58 13-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 1.10 13-15 546 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.38 15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpl 5 17, 7-17, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 11 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 160(LC 12) Max Uplift 2 = 478(LC 12) 11 = 478(LC 13) Max Grav 2 = 2060(LC 1) 11 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=1614/908, 3-21=-4429/2726, 34=-4058/2488, 4-5=-3906/2514, 5-6=-2909/1941, 6-7=-2604/1883, 7-8=-2907/1940, 8-9=-3907/2514, 9-10=-4058/2489, 10-24=-4429/2726, 11-24=-1614/906 BOT CHORD 20-22=-809/1396, 19-22=2354/4041, 19-26=-1816/3352,18-26=-181613352, 18-27=-1816/3352,17-27=-1816/3352, 16-17=1197/2602. 15-16=-1197/2602, 15-28=-1 818/3353, 14-28=-1 818/3353, BOT CHORD 20-22=809/1396, 19-22=-2354/4041, LOAD CASE(S) 19-26=-1816/3352,18-26=-1816/3352, Standard 18-27=1816/3352, 17-27=1816/3352, 16-17=1 197/2602,15-16=1197/2602, 15.28=-1818/3353,14-28=-1818/3353, 14-29=-1818/3353,13-29=-1818/3353, 13-25=-2361/4041, 23-25=-819/1397 WEBS 3-19=A98/542,5-19=-2847726, 5-17=-980/807, 6-17=-0357771, 7-15=4135f770, 8-15=-981/808, 8-13= 284/727,10-13=-497/542, 2-20=-1162/801, 21-22=-400/6061 20 21=-12377717,2-22=-633/1070, 11-23=-1162/801, 24-25=A01/606, 23-24=123IV715, 11-25=-640/1070 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=150; 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) 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=478, 11=478. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 266 lb FT = 0% Uer•Pone lxnith n•Y.h•11 qOF NiI[tFLLlllrj t(1:11{ntlE1fG71KMlm0Yt-LI J•;,cUCrl[KYlrbr. itobvpmYndid ort.ntLnl MtpYnu((IW,dr&A.,I Is4a1L1dYrm YMKne, wi On.m Old. hip.! Ohlhs:iee l><fh Nfb•:e1hhI7AYb tit Ne4nh Ynylepx fe.11cuq b'eM,eeuiweq lllhgnudsoeeghewdeeprnsYd geee4rny.WWWhrhen}db heyh lnu padwYlp..ds1IN IbinphhxxphnMgcdbn Anthony T. Tombo 111, V.E. deedblwhY.Ild6gYYmpWM he•r.h0•tihn Cd¢fp0•MYarro p•r..yh sd/bBLbCdhMlnllgnpdRN.lbpnddhl dnWn•dhTmtdOAY ryo gr,4YWdYngYfbYnyWlq/ a 80083MeYdtghgedexbb. Ueghwr •IAdhphOhetdrYlmdh w4bga1dq W e.(WI)ptldbH Ad1111-d red•Feedp4n WYlqumiandm ml"welkbMnpx.Ins" bps dnss Ihdx r,.lu4451 St. Blvd. ela. he e4d11etsd q•dw.nmrh4eeeehemhd hlmhphq(4eenb1tlYWgleyee,.lnu Slostepxe dhp edla YOYnitmeentbl.11ll. FL Fpl Reim, FL 3494fiGypi(NOTDIfA•Itldlnnes•AnMell leehle01,11. h/nlwiadeislonsirm,iseel Iwo. itpdibiM ithMThe "kepieissiwhen A•1[allmul•Aubal1.lode 1141`1 Job Truss Truss Type aty HOMES / SEASIDE v1 A0005160 WRCSSIBI T A10 Common jPIYS 1 IRYANJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34945, designoalWss.com Run: 81.1ZU S NOV 1Z "ZUI r runt: MIM S NOV 1Z ZVI r MP I ex industries, Inc. rn Apr zr i i:gsn i 206 rage ID•P42uXRd_lg2lgP?afFS 28yAdrr-097Gb7OLentnnhYms4Hme6ePEjLzLn_ISCdcAMzMY7 8 8 6 21 30:110 36 314 42-10 11 511 S05 + 5310 + 5310 + 605 666 + 7-1-12 1*-" 5.00 12 Sx8 Dead Load Dee. = 1/2 in 19 4x6 = 4x8 = 4x6 = 4x8 = 3x6 = 4x8 = 4x8 = 34 = LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 1 Row at midpi 6-14, 7-14, 8-14, 6-16, 5-16, 4-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2060/0-8-0 (min.0-2-7) 10 = 2060/0-8-0 (min.0-2-7) Max Horz 2 = 173(LC 13) Max Uplift 2 = A92(LC 12) 10 = 492(LC 13) Max Grav 2 = 2060(LC 1) 10 = 2060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=1468/843, 3-20=4507/2796, 34=4210/2637, 4-5=3274/2152, 5-6=-3269/2329, 6-7=-3267/2329, 7-8=-3272/2152, 8-9=-4210/2637, 9-23=4507/2796, 10-23= 1468/842 BOTCHORD 19-21 =-809/1395,18-21=2433/4117, 17-18=-1931/3481, 17-25=-1931/3481, 25-26=-193113481, 16-26=-1931/3481, 16-27=-1087/2402, 15.27=-1087/2402, 14-15=-1087/2402,14-28=-1934/3481, 28-29=193413481, 1329=-1934/3481, 12-13=-1934/3481, 12-24= 2440/4117, 22-24=-819/1395 4x6 = CSI. DEFL. in (loc) I/deft Ud TC 0.88 Vert(LL) 0.6214-16 969 360 BC 0.84 Vert(CT) 1.1414-16 526 240 WB 0.58 Horz(CT) 0.23 10 n/a n/a Matrix -MS BOTCHORD 19-21=-809/1395,18-21=-2433/4117, 17-18=1931/3481, 17-25=-1931/3481, 25.26=193113481, 16-26=-1931/3481, 16-27=-1087/2402,15.27=-1087/2402, 14-15=-1087/2402,14-28=-1934/3481, 28-29=1934/3481, 13-29=-1934/3481, 12-13=-1934/3481, 12-24=-2440/4117, 22-24=-819/1395 WEBS 6-14=-842/1252,7-14=-354/408, B-14=-761/645, 8-12=-304/624, 9-12=-435/482, 6-16=842/1257, 5-16=354/408, 4-16=-761/645, 4-18=-304/624, 3-18=435/483, 2-19=-1091/769, 20-21=443/548, 19-20=1363/801, 2-21=-027/1065, 10-22=1091/769, 23-24=-443/547, 22-23=-1363f799,10-24=-635/1065 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=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;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ft=lb) 2=492, 10=492. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight; 271 lb FT = 10% s.•kwOselYlnm.r'sll>oI111f9Sr0UU1,QKa1lltb6lf017RAfe17b1-RTpjtlnrNRa111'rwhrhYa lanandid anllm In}\ngllRdrlYill lwbltrl bbmPMMna waaa.n,aw.rmr..y Will NmlwYndbrl>rbtit brImaa Ion 00.yodlbow'NudaInw peunew4wdrp6 OdwywrgmpWlhbrb}drt.prutbNolerQlsQT.dslgl.h6 peer[ewf.requmwss,erly Anthony T. Tombo 111, P.E dn4NlmlrgWryarnywdldndrOns.bO.eisrwrMgd.rb#wbp'.ablelaar44idrbdl.YgnMdal.lbp MarlNde,abn a4fm d IdYrmip.aWYadbaquiba nyr iln a80083 Won •dUe tiaM. altan.rQrerrurredr pplenadb"Rum"lagmna" lOQld4MdQunswal 'dbpwue dpJa. Neiurrepei msd dryedrbap.lmskwin—drwUryes,sku 4451 St. LucieBlvd Arm Ibd hrlssdpd ge s,d, h dl pTe bdul IYlsudp Igea b rFI r MYq bup, s rnslp. apes Iq M41 0eW dw n eALdslxl. Fort Pierce, FL349d6 IpyrirM 0 N11 A•I lyd lour • Aalbay 1. lwbr 0l. r.f. Itliwoom of Oilbmarm. it ay IN%is prlBiM.ilko Ar niber yrrmissin bw A•14d hnsrs • Aaduy 1. twb 10, P.I. I Job Truss Truss Type Oty HOMES / SEASIDE v1 WRCSSIBDT A71 Roof Special 1' 1ply 1 IRYAN A0005161 Al Roof Trusses. Fort Pierrst FI :leoea d—i,,ntm.1t..,« Job Reference optional) 20 J 3 j228 a 29 26 33 34 25 20 36 27 24 23 6x10 = 21 78 15 14 32 4x8 = 3x6 = Sx6 WB= 2x4 II 2x4 II 17 7x10 = 3x6 = 7x8 = 4x8 = 6x8 = 2x4 II 30 = 30.7-8 34.11-12 o-as ,8 tars 28.10.4 33.100 .,•, t•,0 50-0-0aa5tat-10 9-11.5 ,-1. 3.2.6 1.1• 8.11-U 8-aG 12.3 10 TIT610.7 I 6.6.1 5 00 12 34 3x6 6 T6T- 3x6 SSG% I I4 1— .11 cv t r r- 1.. o. azu s rvov 1 Z zut r Mi i eit industnes. Inc. Fri Apr 27 111:43:18 2018 Sx6 = 7 3x6 B 30 II 4x6 9 10 W 10 3x6 11 W11 T. Dead Load Dell. = 11/16 in 31 ^ tr153 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) 0.78 20 770 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) 1.50 20 401 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.94 Horz(CT) 0.29 12 n/a n/aBCDL10.0 Code FBC2017frPI2014 Matrix -MS Weight: 304 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 20 SP M 30 BOT CHORD 20 SP M 30 'Except' B3: 2x4 SP 240OF 2.OE, 84: 2x4 SP No.2 B5: 2x4 SP No.3 WEBS 2x4 SP No.3 'Except, W12,W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at micipt 4-24, 6-22, 7-23, 14-18, 8-22, 8-18, 22-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2077/0-8-0 (min.0-2-7) 12 = 2089/0-8-0 (min.0-2-7) Max Horz 2 = 173(LC 17) Max Uplift 2 = 484(LC 12) 12 = 478(LC 13) Max Grav 2 = 2077(LC 1) 12 = 2089(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=1655/963, 3-28=-4683/2869, 34=4349/2623, 4-5=-3398/2161, 5-6=-3321/2183, 6-7=2995/1986, 7-8=-3021/2011, 8-9=4475/2837, 9-10=-4362/2679, 10-11=-4493/2655, 11 -31 =-4584/2705, 12-31 =-1 6211905 BOT CHORD 27.29=-824/1432, 26-29=2528/4294, BOT CHORD 27-29=-824/1432,26-29=-2528/4294, 26-33= 2026/3657, 33-34=-2026/3657, 25-34=-2026/3657, 24-25=-2026/3657, 22-36=-1685/3395, 19-36=-1685/3395, 19-37= 1685/3395, 18-37=-1685/3395, 14-32=-2344/4163, 30-32=-814/1428, 9-18=-322/372 WEBS 3-26=423/478,4-26=-190/586, 4-24=-760/641, 6-24=-92/275, 6-22=-644/544,22-23=0/280, 7-22=-1203/1923,14-18=-2204/4020, 11-18=-227/262, 11-14=-411/372, 8-22=-1 094/823, 8-18=-783/1330, 22-24=-1534/3037, 2-27=-1171/794, 28-29=403/417, 27-28=-12707752, 2-29=-64 0/1100, 12-30=- 1180797, 31-32=-541/574,30- 31=-1250f713, 12-32=-636/1100 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; 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 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, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=484, 12=478. LOAD CASE(S) Standard r.. l•lbws.wlwnb. M1' tlpplllS76(S01IfIO1:1U01181(8171[K(b171s17,9';UIICII[ri4111't.ingYtlpAw6ndn/mswml wsAsrb IbO;wixtlAgl.IwMR1104tmWwMnm IYn,OemOplwal01.w1 Olin 1.1 WYMirUP.Adh 0,—. tap ltpraot., blr.wlattdwglMtPaMstrx1tr44M6.ard gantlnywWlgibMpdrn t./t lna gtalwxt 11C t4r,wb l+N. hlnp auWsrwgamtt.+w4l, Zt dntdblmtYgldlgxtYngwJi144IMw.bC.aistb bIgyrOt1.H11yp,..ywatp4ryq,bR'M46dhYgnbwlRHlh„nd4rlpwlgYtlmdbbn alyglwplpngr.bn70wdYn Jt/nyw.lh;4 i4ntfionrT.7ombo111.D.E. b lug Mpr wlidwa enttawt. rtlMdortsrt no plat/rimgtwtnetat IM..Igq WYbhf"tyyu nrannolr lniltirnst q a 80083 rfa.Iwi" 11tl st gW." o."haNsneihq Iw lnaaur[rywnelnrANg Mupa.wh.nsro tgweeolwYq bold,wr onntaAd 1111 Mf44ns hap.lmsln+fqu wf bntfnle n,wSn a45t St. Lucie Blvd. Fat Pierce. FL 34946 rylrilMOf11{ A•Ilrrlbnsrt•A.dall.lre{rUL/.1. hprirdiudgnlKcarp,oultaai,pdiliMriBwdtmth.lermittiwbmA-Ikd6rtu,•Adur1.1.41.In, /t. Job Truss Truss Type Oty Ply HOMES / SEASIDE v1 A0005162 WRCSSIBL T Al2B Hip 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43.19 2018 Page 1 ID:P42uXRd Kj2lgP?afFS_2eyAdrr-zYF10plbAO7V1?iBzUKEkXjnjW?ZpbL2vW6)EFzMY?c t oA 11 t4 tt•tz 1 z3ao + z7-0o + 34 tao 41.9-tt + so o sf 40 to'o 7.3z 78to 8-04 400 7.10-0 611•tt 8 20 26 4x8 = LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip D06 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30'Except' B4: 2x4 SP No.2, B5: 20 SP No.3 WEBS 20 SP N0.3'Except' W6,W9: 2x4 SP N0.2 5.00 t2 US= Sx6 = 25 32 24 33 3x6 = 500 MT20HS= BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 5-23, 6-23, 7-22, 8-21, 13-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2076/0-8-0 (min.0-2-7) 11 = 2087/041-0 (min. 0-2-7) Max Horz 2 = 160(LC 17) Max Uplift 2 = 470(LC 12) 11 = 465(LC 13) Max Grav 2 = 2076(LC 1) 11 = 2087(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-1641/922, 3-27=453712757, 34=4137/2478, 4-5=-3974/2494, 5-0=-2959/1918, 6-7=-2939/1999, 7-8=-3290/2074, 8-9=-4424/2713, 9-10=4568/2689, 10-30=r7561/2667, 11-30=-1613/889 BOT CHORD 26-28=-808/1415, 25-28=-2398/4148, 25.32=1829/3423, 24-32=-1829/3423, CSI. TC 0.75 BC 0.96 WB 0.91 Matrix -MS 23 22 20 19 4x12 = 6x10 = 20 It 20 II 20 II 4x6 4.1 4x6 8 9 3x6 J 10 1 10 1 141 34 16t5 74 13 3x6 = 7x8 = 3x4 = 700 MT20HS= DEFL. in (loc) I/defl Ud Vert(LL) -0.62 23-25 >970 360 Vert(CT) -1.22 23-25 >493 240 Horz(CT) 0.29 11 n/a n/a BOT CHORD 26-28=-808/1415, 25-28=-2398/4148, 25-32=-1829/3423, 24-32=1829/3423, 24-33=1829/3423, 23-33=-1829/3423, 18-21=2156/4179, 18-34=-2156/4180, 17-34= 2155/4181, 13-31=-2303/4139, 29-31=-806/1425, 8-17=-354/911 WEBS 3-25=-506/555, 5-25=-243/713, 5-23=-994/831, 6-23=-127/295, 21-23=-1206/2688, 7-21=485/902, 8-21=1498/1019, 10-13=-464/403, 13-17=-2182/3958, 6-21=-333/806, 2-26=-1 169/793, 27-28=-389/532, 26-27=-1257/725,2-28=-630/1084, 11-29=1184/794, 30-31=-564/606, 29-30=- 1244 /702, 11-31=-631/1098 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=5.0ps1; 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;C-C for members and forces 8 MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=470, 11=465. LOAD CASE(S) Standard Dead Load Defl. = 9116 in 30121t' I$ 31 29 g 4x8 = PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 292 lb FT = 10% xq•14riAru+ym...nr'r1 q0l alif8(Y01rIUeW lFnetfOt/1AtHCR17x1-p!Ij UUCrIC1faU1'br, ruy My Aoandmlern.mh,u espee..IpWldtieclh t.IwgR1L44rta 11Mifn a Wnae.e mlwMlll..y Wln mwgn uobMt sDp.-r4 pelmspylgNpe.In erlgAMrd.glAigod•m o4a rnudapnbmNWMMrhy4swpinss hemlwMaOdf.d. Al Alnp nwoows dq o t.elp Anthony T. Tornbo 111, pE dns4blmWgto %Wn"oON0,r.`O.w-ft Ad gf.Y9w"Ugn,.1*man 0*0LbE WIN bde.YgdldINI. 111emd4hlNde44 n dMlmt d4071dg ong..rire.dYxq JfpnpnyseiU. v80083 M laeq pfp. d 4ort. U.af n.1..61W d d poiwd ddmt dh peg tgru f/q M+w00gwn Ih A d11U n dno7r !4 Jan 1KI ern 4m'eAtzndMnt4Ln ptq., Les ps fgu d Imi ro.tiav, ahn w.wwdhetudgdn...,ghu u+w nn 1pl.upytq.eeendwtgpap.nl.ufrusfgws+wpus umwwr.,neAA,d.tnl. 4451 Lucie Blvd. Fat Vleycerce, FL 34946 oppitbONIIA•IbelboUn•A1oogl.IpswIn.P.1. tepdooiaWAhImmus,00rlre,npolbotdwig elStwFinureneissi»6w4-1WImus•bRmrl.hahIII,rl. I Job Truss Truss Type Oty Ply HOMES / SEASIDE V1 WRCSSI BDT A14B Hip 1 1 IRYAN A00051 1 Job Reference (optional) / Al Roof Trusses. Fort Pierce, FL 34946, design@al buss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 11:43:20 2018 Page 1 ID:P42uXRd_Kj2lgP?afFS 28yAdrr-RkoPE92ExiFMe9HLXCrTGIGv8wPWY2uB8AsG)nhzMY?b ir 6 frG 12-9 11 19-0-0 26 6 0 L 350-0 41-53 50-0-0 S 6 6 634 82-5 760 46-0 40-0 6S3 8is/3 a 5.00 12 Sx8 = 3x8 3x4 II Sx8 If 3x4 II Dead Load DeB. = 3/16 in 3x8 G 3x8 T 9 1045 W5 3x6 2x4 N, 11 W3 2 12 28 31 p 171-a 29 26 33 34 25 23 21 20 35 18 18 15 14 32 30 g 122 24 x 3x8 = 3x8 = _ 6x10 = 17 3x8 = 4x8 = 4x8 — 5x8 3x4 = 2x4 11 Sx6 II 4x6 = 2x4 II 5x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017rfP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' Bt: 2x4 SP M 30, B3,B6: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. Except: 2-10-0 oc bracing: 16-18 6-0-0 oc bracing: 7-22 10-0-0 oc bracing: 22-23 WEBS 1 Row at midpl 4-24, 6-22, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1307/0-8-0 (min.0-1-9) 16 = 2567/0-3-8 (min.0-3-0) 12 = 292/0-8-0 (min.0-1-8) Max Horz 2 = 133(LC 12) Max Uplift 2 = 330(LC 12) 16 = 468(LC 8) 12 = 154(LC 13) Max Grav 2 = 1319(LC 23) 16 = 2567(LC 1) 12 = 378(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=-894/483, 3-28=-2653/1612, 34=-2342/1426, 4-5=-1392/936, 5.6=-1316/958, 6-7=-813/649, 7-8=-810/641, 8-9=369/1121, 9-10=-506/1148, 10-11=-528/1014, 11-31=152/445 BOT CHORD 27-29=-456/840, 26-29=-1346/2414, CSI. DEFL. in (loc) Well Ud TIC 0.90 Vert(LL) 0.1814-32 987 360 BC 0.73 Vert(CT) 0.43 24-26 968 240 WB 0.95 Horz(CT) 0.06 16 We n/a , Matrix -MS BOT CHORD 27-29=-456/840, 26-29=-1346/2414, 26-33=-871/1803, 33-34=-871/1803, 25-34=-871/1803, 24-25=871/1803, 23-24=-296/0, 19-22=120/344, 19-35=-120/344,18-35=-120/344, 14-32=-375/176, 22-23=0/284, 7-22=437/379, 16-18=-2509/1511, 9-18=306/364 WEBS 3-26=420/462, 4-26=-249/607, 4-24=-778/653, 6-24=-299/535, 22-24=-314/1365, 11-18=-957f745, 11-14=0/353,6-22=-574/419, 8-22=-725/1387, 8-18=-2030/1060, 14-18=-291/169, 2-27=-715/525, 28-29=-253/392, 27-28=-829/465, 2-29=358/643, 12-30=-264/255, 31-32=-207/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.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;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=330, 16=468, 12=154. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 295 lb FT = 10% baaqftral.M*rrbf '11 w orAirsiun vout RIMS t(os7RH(osianm aucrimAir ba 1e4 hap pedae dMdn a nh has lr-pbfgtl/P, d& Men I. bbR I L Mean, dbie ne dusdMnu adMwblp,en WpluduM lqh nlbedbblAobtil Nelmsla¢IgboDr. SI lFepedlb WwglO hpnnttsau edb DBWdq.a gmNWmIYb InpdYty ImtL7C Iw4I0i.aA IM11 M1lwpmwpold.PIM.l s0i t Anthony T. Tomlro 111, D.E. now dblmhbmNbtbbmld t01ftNwlkNVA004 q%rbtdl.gArp,..4WOOft 4WKW6WMYgdrdl4.Ib Innl/hnldmumn. dim 1-0"Idlgary.nbpwdbngYibMlmNcllnd a 80083 NoWtn bpi abed••.1lne$ded•b llbdb lddsd pphm db M4(gmdllMhnt4451 St. Lucie Blvd. daft Mod 11 etwo 9,4gra fmq 40 Mn b.d.d Ibtnubat Fgnm b tCl Y tirg psryd, r 1nu11Rd Egon dq Mlq Y hOM'nlb'.ah ne pW snl I Foil Dler[e. FL 34948 IplripM01111AJbn1og dhrsses• A1.11nlo111.P.1. bprW90109dnisAidummuoITINV,itpb.h4 ordriAselAtvmspamnsimbeeAdbid lnsus•AdbrtllechIII, P.1. I Job Truss Truss Type Ply HOMES / SEASIDE v1 A0005164WRCSSIBCTA15BHipJOIY11IRYANJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designgaltruss.com 5,00 12 Run: 81.1ZD s Nov 1Z ZU1 7 Pnnt: 8.1ZD s Nov 1Z ZD1 r MI I eK Industries, Inc. rn Apr Zr 11:44.Z1 Zu1d 5x6 = 3x4 11 SO3x8 = 3x4 11 Dead Load Dell. = 114 In A 21ga 2x4 II 4x6 = 6x10 = 17 3x6 = 4x6 = 4x6 = 4xx 6 = 4x6 = 3x8 MT20HS II8x12 = 502 = 35.0.0 8•&1J t7-00 2784 MI033-" 1 41.5.3 5080 8$ 13 &S3 10.0-0 284 3-0O t 65.3 8$t3 Plate Offsets (X,Y)- 15:0-3-0,0-2-4),-18:0-4-0.0-2-21,119:0-3-12,0-2-81,121:0-2-8,0-2-01 LOADING ( psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.23 21-22 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Verl(CT) 0.50 21-22 833 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 293 Ib FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 'Except' B3, B6: 2x4 SP No.3 WEBS 20 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3- 1-0 oc bracing: 16-18 10- 0-0 oc bracing: 19-21 WEBS 1 Row at mdpt 3- 22, 6-19, 8-19, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1291/041-0 (min. 0-1-9) 16 = 2660/0-3-8 (min.0-3-2) 12 = 243/0-8-0 (min.0-1-8) Max Horz 2 = 120(LC 17) Max Uplift 2 = 315(LC 12) 16 = 506(LC 8) 12 = 156(LC 13) Max Grav 2 = 1308(LC 23) 16 = 2660(LC 1) 12 = 327(LC 24) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 26=-856/449, 3-26=-2555/1494, 3- 4=-1608/956, 4-5=1497/986, 5- 6=-1385/1002, 6-7=-700/528, 7- 8=-709/528, 8-9=454/1255, 9- 1 0=-570/1302, 10-11=-585/1168, 11- 29=-102/579 BOT CHORD 25- 27=403/756, 24-27=-1211/2308, 23- 24=-1211/2308, 22-23=-1211/2308, BOT CHORD 25- 27=-403/756, 24-27=-1211/2308, 23- 24=-1211/2308, 22-23=-1211/2308, 19- 31= 520/604, 31-32=-520/604, 18- 32=-520/604, 14-30=-498/217, 19- 21=0/312, 7-19=-387/349, 16- 18=-2602/1512, 9-1 8=-247/298 WEBS 3- 24=0/351, 3-22=-1006f798, 5- 22=-30/324,6-19=-798/556, 11- 18=-987/758, 11-14=-3/369, 8- 19=-896/1721, 8-18=-2023/1039, 19- 22=395/1090, 6-22=-160/318, 14- 18=-418/164, 2-25=-740/541, 26- 27=-375/485, 25-26=-797/435, 2- 27=-386f706, 29-30=-194/410 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.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;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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10. 0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except Qt=lb) 2=315, 16=506, 12=156. LOAD CASE(S) Standard rxy• MY4••dllrr•. r'111xI1011fOj'YUtrl Q191I RoeeI lOCetI110x171:r;llutnEiMbr 6n.1.4 axp Noon dno onaroomr ay ans,llmdr ids, I lratlrL Oh VwwY w FMr direr sed•rnt..1 41dt— rpV.W*nd4rlASMnll MOIL""" Anthony T. Tombo Ill, D.E. dwlblmrvs, rl4ghrmr•d M4rO.w.ro.atnbsd¢s•rWatarp.,•r ra4a4b[drWMisln4dlM 1bpm14rl•d Wm4rlmtd4yld or.YO•dYrtgoOarny.YW;r1 II 80083 r hlyM dlcr:xw dmrxc••rl•drl nd AMreral(goaflalltr.pOp1YWhAdllUnrbml\pAflo oN WrLnpaiMldhu.Ir maar,lmray ap•dlmtlWfe s,.Su 4451 St. Lucie Blvd. M. hr l4rdrycls,4 gndrr.•.mrhdrocrrod lrl•nayt oxxlplrl4talhap.•InuspeFQrsfs,My aarYadronnMd.1M. Fort pierce. FL 34945 GppipllOftlAAdieellnun• Aulrpl.leoletlL/.1. trpAeeieednnletooed,ieIll tuelitp•Ii1iM•idenThe +rmapneitsiwhen A•Itathnur•Adhall.boNN,r.1. Job Truss Truss Type City RYAN HOMES / SEASIDE V1 WRCSSIBDT A16B Roof Special 1 1r A0005165 Job Reference o tlonal ' r moot r russes, ron P-ierce, FL 54946. oesigntgraltruss.com Hun: t71.12o s NOV 1Z ZU1I Print- 6.120 5 Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 17:43:22 2018 Page 1 ID:P42uXRd_Kj21 gP?afFS_28yAdrr-N7w9fg4UTJV4uTOjedtxLALEAk04Ox?UbULNrZzMY?Z 1 0,0 111123fr1321-10-1 28 8 2 131-10-1 + 35 0 0 I 4_1-51 50.0.0 5a 8 6 13 65 3 610.1 610.1 3 1-15 3 1-15 f>5 3 8Cr13 Sx8 = 5. 00 12 Sx8 = _ 5x8 B 3 1 II 4x8 = 20 11 LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1,25 TCDL 10.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B5: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 3- 1-0 oc bracing: 16-18 WEBS 1 Row at midpt 5- 22, 8-18, 6-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1274/0-8-0 (min. 0-1-8) 16 = 268110-3-8 (min. 0-3-3) 12 = 215/0-8-0 (min.0-1-8) Max Horz 2 = 127(LC 12) Max Uplift 2 = 368(LC 12) 16 = 568(LC 12) 12 = 145(LC 13) Max Grav 2 = 1288(LC 23) 16 = 2681(LC 1) 12 = 393(LC 24) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 27=-831/428, 3-27=-2498/1442, 34=- 1717/1051, 4-5=1629/1074, 5- 6=-1290/914, 6-7=445/367, 7- 8=-532/461, 8-9=-521/1353, 9- 10=-644/1389,10-11=-667/1255, 11- 30=-215/655 BOT CHORD 26- 28=394r741, 25-28=-1156/2233, 24- 25=-1156/2233,23-24=-599/1514, 23- 32=-599/1514, 22-32=-599/1514, 4x8 = 7x10 = 20 If 3x8 MT20HSII Sx12 = CSI. DEFL. in (loc) I/deb Ud TC 0.99 Vert(LL) 0.23 25-28 999 360 BC 0.98 Vert(CT) 0.4125-28 999 240 WB 0.98 Horz(CT) 0.07 16 n/a n/a Matrix - MS BOT CHORD 26- 28=-394/741, 25-28=-1156/2233, 24- 25=1156/2233, 23-24=599/1514, 23- 32=599/1514, 22-32=-599/1514, 19- 33=353/516, 33-34=-353/516, 18- 34=-353/516, 14-31=-569/283, 16- 18=-2623/1575,9-18= 287/336 WEBS 3- 25=0/335, 3-24=-834/648, 5- 24=-237/533, 5-22=-326/204, 6- 22=-3/338, 19-22=-453/1264, 7- 19=477/438, 8-19=-944/1606, 8 18=-2127/1127,11-18=-1002/770, 11- 14=-13/378,6-19=-1098/691, 14- 18=494/225, 2-26=-734/542, 27- 28=408/535, 26-27=-776/418, 2- 28=-379/692, 12-29=-271 /232, 30- 31=209/404 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=5.0psf; 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;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) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise Indicated. 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, with BCDL = I O.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=368, 16=568, 12=145. Dead Load Dell. = 1/4 in 4x8 = 44 = LOAD CASE(S) Standard PLATES GRIP M720 244/190 MT20HS 187/143 Weight: 291 lb FT = 10% q w.r.I,rr..n•IlwaltlflafY01rI Q1iul RtlOiIWDIRH(bUII(x17';AUCrIFR+I/rYn. IMrb4 r+ndrdan.ntlmrOnp0eg114P,dblRdrl lwRlt.4hrar xrnMh nr pbr Ar.nruNebal..'r xlhl wlMupMMbbIN Ir.dl UrlrnrMgrlgr pr.yud lrpr lbu+»glUigemrowpadb lrY.d npn+grry.WlgYbpt*dOr r.yr 6n 6nel. pr Ula¢.rb A71Y1np nuyba Mqumwa.utltl Anthony T. Tlxnbo III, P.E. ztdrdblmtYqlhqp,,d#bpdw; tdl nrdhlm d l.ggo q.omy.dY gYfMYny.Ulgd 930083 rb+ glnle dhadr.U."l0M.b1{db pmrd rldm db W4 tgadldq WUNPGArAMMil mdnUmrd m *pdWaml Alwlbirger/hrdwldbLnrMq her M+}[wdlmlbW.aYrr 4451 St. Lucie Blvd. gpilk07016AII. rllmut•An1b l.lecWtil./1. k Fort Pierce. R 34946 pr. 1.04.d4nlrr.mm,i blhaitpda0r1.i11rg10e rixe.1.mntiir.6wA•Ikdlrnur•A.a11.beGlO,/.[. Job Truss Truss Type b Ply RYAN HOMES / SEASIDE v1WRCSSIBDIjTB01GROOFSPECIALGIRDERF2 A0005166 Job Reference (optional) Al f Trusses, Fort Pierce, FL 34946,,design@altrvss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:23 2018 Page 1 ID:P42uXRd Kj2lgP?afFS 28yAdrr-rJUXsA46EddxVc?wCKOAuNuQKBN410reg84wNOzMY?Y 38-0.0 1-0-0 s1a3 a s+,z-0 n11 3.971 3 1-+s a7+4 1. 0.12 Sx6 = 20 II Dead Load Dell. = 7/16 in 5. 00 12 1. 5x4 4* 3 wl q 2 , a a 1 29 4x6 = Sx6 = 3x8 = 4 Sx6 = 1.50 11 1 3x6 T2 5 s 4x6 2x4 11 12 2X4 = 1011 13 14 1 10 3 8= 1 q 9 12 12 e 1B M 20 27 26 25 33 34 24 35 36 23 22 Sx10 = 18 17 16 4x8 = Sx8 = 4x8 = 7x8 = 4x6 11 2x4 11 704 MT20MS= 24 11 35- 018.7.4 9. 1-0 17-0.11 22.7.3 1 28•a 12 1308031.10-133.1 12 a 4 o 7-5-11s a7 ssa 0. 1.12 as8 Plate Offsets (X,Y)- 19:0-5-12,0-4-01,112:0-2-4,0-2-01,121:0.10-4.0-3-12) (23:0-3-00-0-8),124:0-3-8,0-3-8) LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.45 24-25 943 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.84 24-25 502 240 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.19 17 n/a n/a BCDL 10. 0 Code FBC2017frP12014 Matrix -MS Weight: 517 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T4: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 'Except' B1: 2x6 SP No.2, B3: 20 SP M 30 B5: 2x4 SP No-3, B2: 2x6 SP 240OF 2.0E WEBS 20 SP No.3'Except* W8,W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 6-0- 0 oc bracing: 9-11 10-0- 0 oc bracing: 21-23 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-" oc bracing: 17-19 REACTIONS. (lb/ size) 2 = 233610- 8-0 (min. 0-1-8) 17 = 2810/ 0-3-8 (min.0-1-11) Max Hors 2 = 359( LC 5) Max Uplift 2 = 062( LC 8) 17 = 740( LC 8) Max Grav 2 = 2336( LC 1) 17 = 2810( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-28=- 5339/1458,3-28=-5359/1544, 34=-5081/ 1440, 4-5=-5050/1445, 5-6=- 9538/2709, 6-30=-9538/2709, 7-30=- 9538/2709, 7-8=-9230/2675, 8-31=- 9224/2671, 31-32=-9235/2673, 9-32=- 9240/2675, 21-23=0/307, 9-21= 420/1843, 12-13=-1355/458, 14-16=- 264/103 BOT CHORD 2-29=- 1587/4904, 27-29=1594/4917, 26-27=- 2211l7322, 25-26=-2211/7322, 25-33=- 2591/9009, 33-34= 2591/9009, 24-34=- 2591/9009, 24-35=338/1214, BOT CHORD 2-29=- 1587/4904, 27-29=1594/4917, 26-27=- 2211/7322, 25-26=-221 1 f7322, 25.33=- 2591/9009, 33-34=-2591/9009, 24-34= 2591/9009, 24-35=338/1214, 35-36=- 338/1214, 23-36=-338/1214, 20-21= 2551/9420, 17-19=2514/657, 13-19= 2484/660 WEBS 3- 27=- 319/218, 4-27=1007/3671, 5-27= 4248/1265, 5-25=-782/2512, 6-25=- 377/211, 7-25=-230/604, 7-24=- 777/439, 7-21=-229/419, 12-20=- 572/1886, 13-20=-628/2395, 9-12= 1912/562,9-20=-9143/2583, 21-24=- 2292/7929 NOTES- 1) 2- ply truss to be connected together with 10d 0.131- x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsh h=15ft; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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.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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=662, 17=740. 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s)163 lb down and 123 lb up at 20-8-12, 163 lb down and 123 lb up at 22-8-12, and 163 lb down and 123 lb up at 24- 8-12, and 163 lb down and 117 lb up at 26-8-12 on top chord, and 1332 lb down and 400 lb up at 18-8- 12, 88 lb down at 20-8-12, 88 lb down at 22-8- 12, and 88 lb down at 24-8-12, and 88 lb down at 26- 8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( plf) Vert: 14=- 60, 4-5=-60, 5-32=-60, 9-32=20, 10-11=- 60, 11-12=-60, 12-14=-60, 14-15=-60, 2-22=- 20, 19-21=-20, 17-18=-20, 16-17=.20 Concentrated Loads ( lb) Vert: 24=- 71(F) 7=-123(F) 30=-123(F) 31=-123(F) 32=123( 1`) 33=-1332(F) 34=-71(F) 35=-71(F) 36=-71( F) o lYW4rglhrla. h'11 nW nnusfeuERo1E111I1e8{lDr7NCbfA1W1-LTT![IlpgfKrin'ba lrty YOpN ndmltln M1 I,n M.p Ynglapjd M4:b111 bRIL6hd 9Mlri ru puftrnu 001aM101.M11 rmcmaamass.wrrrsrw. ar 0rrrnsAuplgwpr.sp q«nlrwner Ewiyomro.miowdo srol"RV.Wwrw serupsm.a lnaormrap,nunapnw awrtfquawa+a AndwyT. Tomb0111, D.E. Wr8=3 t44515t. Lude Blvd. ru-NW lryrl. t.ogrdw..seb0"Us d ArouGuplpmbRlrtfagAs r,al:naSro.!'m4gMp Ya bMaoaaWd.ml Fort Dleue, FL34945 sWipb07111AAltrrlhours- Au1rgl.look M.P.1. kpnlrmndOn6mn.t,oarlara, itpolilaelritlogdtrmu.ptmit,iw6w1•IWllmxr•Agbarl.lat.01,r1. Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE v1 WRCSSIBDT B02 Roof Special 1 1 A0005167 Job Reference (optional) ' vaaw, I" Va r.m..c, r J-.''.o, vc5lyn sl,1r a 1lrvss.cvm nun: o1.120 s Nov i2 207 Print: 11.1zu s Nov 1z zu17 Welt Industries, Inc. Fri Apr 27 1 j:43:24 2018 Page 1 ID:P42uXRd Kj2lgP?afFs 28yAdrr-JW2w3W5k?xlo7ma6m2vPRbOdKXkHUuAn3ogLfyszMY?X it_bO 900 { 15-&0 { 21.1P1 I 28412 + 31.10.1 i 35." 35-7.4 8-470.2.8 33s 3.1.15 04,14 1. 0.12 Sx6 = 2x4 11 Dead Load Dell = 5116 In 3x6 11 30 = 9 S 00 12 Sx6 = US = 3x6 = 41 8ClI I K1 2 272% 7 28 25 24 23 22 21 Sx8 = 16 20 15 14 3x8 = 30 = 4x6 = Bice = 3x4 II 20 II 1.50 II 8x8 = I 3T in15$ 0 21.10.4 28.0.12 0Nt, -5,2 0.1.12 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP N0.2 'Except' T7: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP No.2 *Except' B1: 20 SP M 30, B5: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 7-9 10-0-0 oc bracing: 19-21 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. Except: 4-7- 0 oc bracing: 15-17 WEBS 1 Row at midpt 19-22, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2 = 1470/0- 8-0 (min. 0-1-12) 15 = 1583/0- 3-8 (min. 0.1-14) Max Horz 2 = 358(LC 12) Max Uplift 2 = A05(LC 12) 15 = A01(LC 12) Max Grav, 2 = 1470(LC 1) 15 = 1583(LC 1) FORCES. (lb) Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 27=-1 137/531. 3-27=-2887/1679, 34=-2602/1660, 4-5=-3153/2045, 5-6=-3153/ 2045, 6-29=-3181/2269, 7-29=-3185/ 2267, 7-19=-30lf730, 7-9=-202/ 436, 10-11=-721/555 BOT CHORD 26- 28=-701 / 956. 25-28=-1676/2578, 24-25=-2041/ 3272, 23-24=-2041/3272, CSI. DEFL. in ( loc) I/deb Ud TC 0.82 Vert(LL) 0.33 22-23 999 360 BC 0.87 Vert(CT) 0.54 22-23 784 240 WB 0.81 Horz(CT) 0.17 15 n/a n/a Matrix -MS BOT CHORD 26- 28=-701/ 956, 25-28=-1676/2578, 24-25=-2041/ 3272, 23-24=2041/3272, 22-23=-2041/ 3272, 18-19=2275/3190, IS- 17=-13891998, 11-17=-1355/1003 WEBS 3-25=- 224/ 649,4-25=-781/478, 6-22=-313/ 388,19-22=-1934/2964, 10-18=-5187774, 7-10=-914/574, 7-18=-3139/ 2281,11-18=-818/1237, 2-26=-887/ 617, 27-28=489/676, 26-27=753/ 381, 2-28=-5571744 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=S.Opsf-, h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 36-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-041 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt= lb) 2=405, 15=401, LOAD CASE(S) Standard 18 PLATES GRIP MT20 244/190 Weight: 231 lb FT = 10% 4q•IMvs.wllll n.b.h'1117OF nrmrimirl Retell lids l l IM01011O11t*"j1ec1eJWAlrrx. IMl bsp l.wd..dmldn•1..Im. MspfnglROldrUl..11 IrMRII.IAra.11MNYrm gn.sMnv adseMlrb.rt s1l.lurmllY,..,1AYwlbrltlob dl b.lrw. FOpfgroQ4S1.14pMroWwglrllgnmla.opra44p81La n{wtq rtyrWlrlMrMp 4 1Inu17rWah17Cr¢. dslM. llrinpnu.pwap/glrmwt, drbl Anthony. TOmt1O 111, D.t: 7 rlwdo. imb-, Wlghrlopnidw dp Nw.r O.W6 oAnlgts rr Isksi pr,srl.b. do@ IL is C dr bd lil,l lob d 1114. .sldrlNd.n bdlwdrlm d Is166m4. Y1tdtMdbrq.MibrnyrWgd 80083 lokin ..podbem4i. Matripalrpstsdpddo.drban tgrrk"k& "PRF*r0WHandVua.rdsnur 11LIrM1rnlpeJW.rIMetLhmll prd pAa xp..bmMtpbps.dhn. r.d.:w.,am 4451 St. Lucie Blvd. Mmlmdll[megd grs.lr1bd11r,..wbsl Mlnahglpmblclr Wg Wps.rbntlpa. bpwldq•ei ua>IaMroorbfalsml. Fat Dlelce. FL 34946 IKS1iIb10 Hit A•I led lints • AAnl 1. babo N. M. bpd.oiu d lbn rwwnt. in sly Mr, is rdibbw -hl si lit - mn remi,un beet A•I hd bnus • A.r 1.Imto1O,?.I. Job Truss, Truss Type Ply HOMES / SEASIDE v1 A0005168 WRCSS1Bf3T B03 Roof Special 10ty1 1 IRYANJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print- 8.120 s Nov 12 2017 Mi7ek Industries, Inc. Fri Apr 27 11:43.25 2018 Page 1 ID:P42uXRd Kj2lgP7afFS 28yAdrr-niclHs6MIEMw91KIRezozoUx3xDJJwHRZ1SuzMY7W 38-0.0 100 a+a+ } 164-0 + 2184 I 20a12 31-1a+ 1 35," 3s-74 61a+ 4-+-1s 54.0 5.2.4 6S8 3.9.5 3-1.15 U% 1.0.12 SxG = 2x4 11 4x6 1t 3x6 = 30 = 3x6 II 121: 5x6 = 3x6 = 0 9 10 5.00 t 2 4 3x4 = 8 x8 8 1.Sx1 29 3 0 3 2 271 al gl t t9 25 24 23 22 21 4x8 — 16 152628 3x8 = 3x8 = 4x6 7x8 = 2x4 II 17 2x4 11 Dead toad tell. = 318 In 1 axe = t 21.8.4 1 2e812 7aa0 31.1a, 33.1a03Sae ' It.t111,-,atf,-,, too i 10-e-4 64a1 a1-12 0-" Plate Offsets (x Y)— 2:0-8-00-0-10) [4:0-3-00-2-4) 8:0-5-12 0-4-01,111:0-2-4.0-2-01, 20:0-5-12,0-4-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.26 25-28 >999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.61 25-28 >684 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 16 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Weight: 236 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 'Except' B1: 2x4 SP M 30, B5: 2x4 SP N0.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. Except: 6-0- 0 oc bracing: 8-10 10-0- 0 oc bracing: 20-22 BOT CHORD Rigid ceiling directly applied or 444 oc bracing. Except: 4-6- 0 oc bracing: 16-18 WEBS 1 Row at midpt 20-23, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1470/ 0-8-0 (min.0-1-12) 16 = 1583/ 0-3-8 (min.0-1-14) Max Horz 2 = 358( LC 12) Max Uplift 2 = 405( LC 12) 16 = 401( LC 12) Max Grav 2 = 1470( LC 1) 16 = 1583( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=- 1013/479,3-27=-2987/1818, 3-4=- 2610/1573, 4-5=2373/1506, 5-6=- 2604/1688, 6-7=-2407/1731, 7-29=- 2409/1726, B-29=-2414/1725, 8-20=- 288/712, 8-1 0=-200/4 26, 11-12=- 721 /561 BOT CHORD 26-28=- 7071949, 25-28=-1882/2720, 24-25= 1752/2673, 23-24=-175212673, 19-20=- 1752/2409,16-18=-1390/1009, 12-18= 1355/1013 BOT CHORD 26-28=- 707/949,25-28=-1882/2720, 24-25= 1752/2673, 23-24=-1752/2673, 19-20= 1752/2409, 16-18=-1390/1009, 12-18=- 1355/1013 WEBS 3- 25=- 439/461, 4-25=3727747, 5-25= 403/339, 6-23=184/299, 20-23=- 1615/2469, 11-19=-4441643, 8-11= 824/547, 8-19=2436/1824, 12-19= 828/1235, 2-26=-789/578, 27-28=- 253/484, 26-27=-938/471, 2-28=- 5537724 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) -1-0-0 to 36-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=405, 16=401. LOAD CASE( S) Standard r+ l• kr+r.dll..r.n•rilxamssnrywr itr5urtwrrurmr»m Orr'omr;uucatwurrr..1.hr,4nor•,dml.a,mu.,a pen•Itl rw.rl I rRrt.a mwnk,.x amr+..nroa.rm..1 om wrarunsmrrtsrr w aru,uaa l¢.Pr.> ar.s;rwwnm maa..opurrMaurq,u,gnymugrraprru uraarmr r.+l.r.ntr.rey.au m wq.e..wr lrga AnthonyT. Tomlw III, D.E. dm rb lmf rr.1rdlgariay.WrrrO.a.r0-o'soortrdrO r r Wtq agm,•rm= rr IL bCdr bdW jnkdml rr rMal w 4tlm rr lm%.Sdq ieft arp.aORO. d to r bKR*O mr.Wn r v 8=3 r9.Unk=.WE1r. 4451 St. I.We BNd. nawwuhrw,uv s.•. m,h+a.wsnLL al.uarrt..oulrwyacp..lmssrorynere,.u4 uoaaww ewrrml. Fat Dlerce, FL 34946 grilMO1016Allal6ntn•A+bgl. Ink 111.1`1 hPRiroindIbis Iman ismyIN%ispolilntl:fimi&wmnpa iswahwAdtallmtn•Aulegl.bobIII.l.l. Job Truss Truss Type Dty Ply RYAN HOMES / SEASIDE V1 WRCSSI BDT IB04 Roof Special 1 1 A0005169 Job Reference o tional ' r;U5565, Q. rra ue, rr O, WWZ,.j l (mod r W55.Wm mun: o1.1cu s Nov a 201 r Print: 8.1zu s Nov 12 zu17 MiTek Industries, Inc. Fri Apr 27 10:43:26 2018 Page 1 ID:P42uXRd_K)219P?afFS 28yAdrr-FuAgUC7 WY?WM4kUtSytWOWxJLOGyoc4W5Ja,LIMY?V 38-0.0 1 7-7-12 t3," 21-0.5 28bt2 30-0-0 31-tat 35-0-0 3 7 7.7.12 5.4.4 8•a5 7b7 1-11 1.1a1 3-1-15 7.1 tau Sx8 = 2x4 11 Dead Load Deft. = 114 in 8x8 = 8 4x6 3xR = 34 = 1 Sx4 II 3x8 = 4x6 — 6x6 = 30 II 2z4 II 8x8 = 'I} 7.7.12 t3-0-0 2+5 284u 30-0-0 3+•1at 33•t0-0 z 7.7.12 5 8 5 7 7 t-+1.4 t.tat t-tt-15 •2 a+-+z LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0,20 23-26 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.40 20-22 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.13 13 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 20 SP M 30 BOT CHORD 2x4 SP No.2 'Except' B5: 2x4 SP No.3 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 10-0-0 oc bracing: 17-19 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 4-7-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-22, 17-20, 6-16, 5.17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1465/0-8-0 (min. 0-1-12) 13 = 1563/0-3-8 (min.0-1-14) Max Horz 2 = 341(LC 12) Max Uplift 2 = 401(LC 12) 13 = 375(LC 12) Max Grav 2 = 1465(LC 1) 13 = 1563(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-981/462, 3-25=3000/1673, 3.4=-2374/1387,4-5=-2139/1342, 5-6=-1906/1127,6-17=-312/736, 8-9=-711 /473 BOT CHORD 24-26=-638/867, 23-26=-1807/2703, 22-23=-1807/2703, 21-22=-1361/2249, 21-27=-1361/2249, 20-27=-1361/2249, 16-17=-1062/1898,13-15=-1373/837, 9-15=-1337/839 BOT CHORD 24-26=-638/867, 23-26=-1807/2703, 22-23=1807/2703, 21-22=-1361/2249, 21-27=1361/2249, 20-27=-1361/2249, 16-17=-1062/1898,13-15=1373/837, 9-15=-1337/839 WEBS 3-23=0/267, 3-22=-672/536, 4-22=212/568, 5-20=-180/286, 17-20=1292/2124, 8-16=-247/490, 6-8=-729/434, 6-16=-1954/1146, 9-16=-643/1218, 5-17=-423/279, 2-24=-821/578, 25-26=-421/508, 24-25=-913/439, 2-26=-604/808 1) UnbalancedUnbalanced 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=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) -1-0-0 to 36-8-0 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 100 lb uplift at joint(s) except Ql=lb) 2=401, 13=375. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 239 lb FT = 10% 1rdii-raws."*Irv. M1'1 I NW 11mrslmrl RF.W 111I8101a1xt11p10xr07n; 11MVIa1grr 4s. hrq Yo/prdnsdrwldnwnslmrks{. PrwgI1101dMIIAwll lwh 4ll.trhm AlrrMnm pm dhr•nrmMwM101.w1 ehlranw pnr wdlMnA4YIfww.Y h0m hop lgn(1r.S1uAi lrpt41"WO. in1111grwmwvr4•nOM1pdwod gaa+gmrwWYrMM1hlpd6rep 6wsMMw•al dl•wpfN. M1hsp wwgee h/gwOswdOj Anthony T. Tombo 111, P.E. willad6thrsMqW69bib"00 d0lN.P.Mo tflrOrhAgrd=4r Wly hwpr,Yrwsn dM1 lit 314tdAs MWvj[ohd lN. ih rrxrN livelivelNd w, hYrwdmkn Jv1%Wftrrq,o%ft. Y"d6hOn111s Wghspwdhexrr OwrmMrstilWdlw prOosdpd And4lAy lwredldai l6 rtwPOlfidhh1Al11dLUnrd 7tpdp80. off UYnUrryrarWsdMndLhmMopw.im hytapsdiwu 4tr s,w e$0083 Adww lOrw lir[tsrdgd gww li dlprw wdrA 4lwuhy[gwxY1FlYArrq Mvpw.wl:ru ltOslgirwdq Mii ev41a11Ya=Iw6twIw1111. 4451 St. Lucie Blvd. tppilNOpill A•Ilydlnssrs•Au16ryI.Ire!g1.11. trp6{roiadBnlwontx4io•rlwRitpolilfldrilkarkvrixnitrmitfir66a41W16nus•IrAid.I.IrwGIII, /A. Fat Pierce, FL 34946 Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE v1 AO005170 WRCSSI BRT C01 B Half Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 11:43:26 2018 Page 1 ID:P42uXRd_Kj2lgP?afFS 28yAdrr-FuAgUC7_WY?WM4kUtSytWOWwOLOvygh4W5Ja LzMY?V I -1-0-0 + 7-0-0 + 11 O 14 + 15 1-12 , 1-"7-" 4.0-14 440-14 LOADING(psf) SPACING- 24)-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017lrP12014 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6 = 1302/0-3-8 (min. 0-1-9) 2 = 112210-8-0 (min. 0-1-8) Max Horz 2 = 141(LC 8) Max Uplift 6 = 379(LC 5) 2 = 318(LC 8) Max Grav 6 = 1302(LC 1) 2 = 1122(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=711/152, 3-10=2144/582, 3-12=-1450/426, 4-12=-1450/426, 4-13=-1450/426, 5-13=-1450/426, 5-6=-1225/402 BOT CHORD 9-11=-217/633, 8-11=-582/1913, 8-14=583/1941, 7-14=-583/1941 WEBS 3-8=-13/647, 3-7=-608/222, 4-7=-516/324, 5-7=-523/1776, 2-9=-645/207, 10-11=360/271, 9-10=-665/149, 2-11=-208/593 CSI. DEFL. in loc) Well Ud TC 0.98 Vert(LL) 0.11 8-11 999 360 BC 0.86 Vert(CT) 0.20 8-11 894 240 WB 0.68 Horz(CT) 0.03 6 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; 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) Provide adequate drainage to prevent water ponding. 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 240-0 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 100 lb uplift at joint(s) except Gt=lb) 6=379. 2=318. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 lb down and 240 lb up at 7-0-0, 123 lb down and 123 lb up at 9-0-12. and 123 lb down and 123 lb up at 11-0-12, and 123 lb down and 123 lb up at 13-0-12 on lop chord, and 383 lb down and 73 lb up at 7-", 88 lb down at 9-D-12, and 88 lb down at 11-0-12, and 88 lb down at 13-0-12 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 (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-201(B) 8=-383(B) 4=-123(B) 7=71(121) 12=-123(B) 13=-123(B)14=-71(B) 15=-71(B) lead Load Den. =118 in 3x6 11 PLATES GRIP MT20 244/190 Weight: 73 lb FT = 10% aq.mw..dyn...n•tinanrSSar uRaeutnwaraaaatmart-s!ayuuentrrurr am4rWNwe,rmrdu nttmtleye...SPte,.+r+n.r.rrRrt.a.wtret•7et w aa.awr.rn..1 NO immpertuibrurbleM•Mtir nrinu Mcp lq•.Pr.lrudtlgm':O urwglM pe e..o o et O+md apa4rmNWWiet Map/Mt lmttr M.rIA,deml. hre rn,nrgtm..+mar AnSlwny T. Tomtxt III, D.E. dmrtblmrYgW6,hbwPnA•;4uAr.6l.at..rtdp•vrhtlyM.pn,•YnOa/YOLbCdMYdI•Yarn4dml llrpr.1/•n1A Wrmderlmt..d4r141r vg4.OiRMr YxgWlr•rnpNU! 280083 YpJgbprd4eaw.u•t OM•4 do plmtdpdntdMMMgrgeal/q Msp.IWgrMiMh mp111Unrd.gytsptipJxo m1.Yt4rtydaW.IMnf4Lnthgr.lnttky'.q a.l bnt.+•e.,,un 4451 St. Lucie Blvd. A•.q r4.rhrls opW p.•.srh/prnw8r! hlnu au tpimsutarpgruq...umSto.6ip e+wruq uuWaMr•taalfal•mi. Foil Pierce, FL 34946 ppilh 0 711I A I tal6nsrt• An1oq 1.IraM p1, /.t. leprl.OMr ddn luuaem. if fly low, it pduiitd •idut The mnp ramittiw 6w A•I trot lmut • Agbnr l.lwlolll, l 1. Job Truss Truss Type Oty Pb RYAN HOMES / SEASIDE v1 WRCSSI BDT CO2B Half Hip 1 1 A0005171 Job Reference (optionan A (optional - Al Root Trusses, Fort Pierce, FL 34946, designgaltruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Apr 27 11:43:27 2018 Page 1 ID:P42uXRd Kj2lgP?afFS 28yAdrr-k5k2iY8dHs8M EJhRAT62D2BglnvhKID1128WnzMY?U 1 0 0 9-0-0 15-1-12 100+ 900 1 61-12 Sx6 = 3x4 = 4x4 = 3x4 = 1.Sx4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30'Except' T2: 20 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss. erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 598/0-3-8 (min.0-1-8) 2 = 662/0-8-0 (min.0-1-8) Max Horz 2 = 178(LC 12) Max Uplift 5 = 160(LC 9) 2 = 161(LC 12) Max Grav 5 = 598(LC 1) 2 = 662(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-360/98, 3-8=-801/401, 3-4=-666/468, 4-5=-575/441 BOT CHORD 7-9=-275/309, 6-9=480/674 WEBS 3-6=-193/313, 4-6=5471775, 2-7=426/360, 8.9=-302/575, 7-8=-284/96, 2-9=-274/296 CSI. DEFL. in loc) I/deft Ud TC 0.61 Vert(LL) 0.27 6-9 668 360 BC 0.81 Vert(CT) 0.42 6-9 433 240 WB 0.50 Horz(CT) 0.01 5 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf, h=154; Cat. If: 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loaIs. 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-M 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 100 lb uplift at joint(s) except (jt=lb) 5=160, 2=161. LOAD CASE(S) Standard Dead Load Dell = 114 in PLATES GRIP MT20 2441190 Weight: 68 lb FT = 10% 4" M1Nx.wrly rev M1'III]R IelR1[SNIT'j01!LLll{IYS1(OP.IRr1f111W(Q1TlR1CRIKYrr 4n. MAr Y11PAmnldnl 41wA11m1Mip 1w POP,db1Ag11wYRr1.44117o 111UM'1 q1 11 OXEN 9M wM IA.r WhlrlorYMrMonAbYfllbwtil IrrinylNPlgNPr.1P:.llyolaru4wor111 pnNr mRe4str4wtbrq+w'41mAu1W YM1N}44sejelnphlmlwralw¢.wpRl. M1Mpen gerw.brtgu+waweltt Anthony T. Tombo 111, D.E. wlnlb UrtrYgldyh6wywdM he.r.Ye.airnerCM gs.t IdhylNpr,.pnNe Nfllb0.'dhbd l.lgp4dlFl. lM pnd/YIMdw;WNdblm dMgboft ,W bM4wlYrgd 11ft.W 1h/ =8 3kW4gk4owrfeew Uwn ruM•b101db fwlrhEwtdYYgglwrrw ldg lf swlipl}r1YiY11I1ga1fYl N bWrpnlPmn aN bYrUmPeb/apdbef/UbntMa(y.lmfMyFgasdlMfOMrrr,.su 4451 St. Lucie Blvd. eas.eu lbrwlretssegnl qw..'q lr r nw8ef dlnuprp6pwbecrrtilg Msp,wmuSre.tryww e'orMy uoWMr:onw Maermr. Fort Pierce, Fl. 34946 iiltOfPIAA•Iteellnsses•ArAa 1.hoMUI.M. e111 / tepmlr4irerlhis lwrmn.iofly lwr<itpdiliM•alsn0e+rmaFeoissiNhim A•14dlmxs-Amboy l.bob4l,r.[. Job Truss Truss Type Oty Ply HOMES / SEASIDE v1 A0005172 WRCSSIBD(T CO3B. Half Hip 1 1 IRYANJobReference o tional Al Roof Trusses. Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Apr Z7 11:43:Z8 Z01t% r 3x4 = U3 II Dead Load D811. = 1/8 in 30 = 1.Sx4 II 40 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 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 5-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 641-13 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 662/0-8-0 (min.0-1-8) 6 = 598/0-3-8 (min.0-1-8) Max Horz 2 = 214(LC 12) Max Uplift 2 = 161(LC 12) 6 = 153(LC 9) Max Grav 2 = 662(LC 1) 6 = 598(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-358/113, 3-9=960/482 BOT CHORD 8-10=-289/319, 7-10=-652/842, 6-7=-052/842 WEBS 3-7=01348, 3-6=-883/684, 2-8=402/335, 9-10=-213/367, 8-9=-336/117, 2-10= 282/300 CSI. DEFL. in loc) I/dell Ud TC 0.81 Verl(LL) 0.13 7-10 999 360 BC 0.62 Vert(CT) 0.20 7-10 919 240 WB 0.31 Horz(CT) 0.02 6 n/a n/a Matrix -MS NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; 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 and forces t3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=161, 6=153. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 70 lb FT = 10% drq•k.d.t li mC.n'I I p61114581'YILLr1 QCill Rat3llLt710tg1b10nI'kll",UI1CnDW li' b.. ld/ rW P-Mn dmcaln.sr ImtAtp b..DIP,dY IAy 1 IrbR r L br.m flprMn M. Wutr.m ael.h il..i ibidr.mlint dreadbbile k qu acim la¢ ltp.pt.Spenk bpUe ttdeq mnpe.te.upm go.pddd legm dWb. kWdbtbr inn hlalebmep.rtb Wl. A imp ..ge..ietq"WIML tddh Anthony T. Tombo Ill, D.E. d.dbimtbgldolbb.pddydb0...b0•sit.bbtlgdrYldlyMryr.YrYndutdlbCdrWhfatrdrdlM iMprwldbmde,ha.dbl.tddYll.Ogmty.YWeedbrgddlMbnyetMqd 80083 b ldlgMpedbs:de.Uufta..rmdb dfmdpWmdOrMYgrq.dldq Obdr.IYjrdhddR4 Ad f p Nilnrdnal.ilpdm oN Wr bmpedWd r tef/pMad Ma.1mt pbrps imtft.6W.,.w 44515t. Lucie Bkd. tbr.ht lddh.rd, dgd...rlh rtirdedd himtddp[peblClbldlgMtgtr,imtlp»hp.der Mfq YIeWd o.telddeirtl. Fat Vlerce, FL 34946 fppidi O 2016 A• I led hers • Ae1rq I. Ten& III. /J. tepded'ne d iln ieoee0. a ar l.e it ptllgei iukplle mncr rera ttinbw A•I Dd ltrtut • Apbnr l.lwkr 1141.1 Job Truss i Truss Type Oty Ply RYAN HOMES / SEASIDE vl WRCSSIBDT C04B Half Hip 1 1 A0005173 Job Reference (optional) 4 Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 2711:43:28 2018 Page 1 ID:P42uXRd Kj2lgP?afFS_28yAdrr-CHHOvu8F29GDcOut?t_LbObKU995OgrIJ_Poh3DzMY?T 1 0 Q 7-8-6 13-0.0 15.1-12 'r r 7-8-6 I 5.3-10 I 2-1-12 30 = 3x4 = 30 = 1.Sx4 11 64 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 1 Row at midpl 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 66210-8-0 (min.0-1-8) 6 = 59810-3-8 (min.0-1-8) Max Horz 2 = 250(LC 12) Max Uplift 2 = 156(LC 12) 6 = 188(LC 12) Max Grav 2 = 662(LC 1) 6 = 598(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-358/94, 3-9=-958/435 BOT CHORD 8-10=-302/325.7-10=-669/840. 6-7=-669/840 WEBS 3-7=0/349, 3-6=-885/701, 2-8=403/325, 9-10=-217/362, 8-9=-335/98, 2-10=-294/300 CSI. DEFL. in loc) I/deft Ud TC 0.68 Vert(LL) 0.13 7-10 999 360 BC 0.62 Vert(CT) 0.20 7-10 914 240 WB 0.31 Horz(CT) 0.02 6 n/a n/a Matrix -MS 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 veAical 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) 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 100 lb uplift at joint(s) except Qt=lb) 2=156, 6=188. LOAD CASE(S) Standard Dead Load Defl. a 118 in PLATES GRIP MT20 244/190 Weight: 72 lb FT = 10% kar•rbur.py,...s rinanruol'uwrlm:wrtlxticmaanrm r'n[ruucruawre,..uMrwNwa,d,dun.nn,.,wrysnglrel.sw.n.r.rarGm.mwnw.,er w,ee..aa.mm..ti IYI,I,r,P 1Yar,dlaadbblM6MM yrbm kw lwwo'.4udM towi&dagMupam..upwdbpdmd upu'gmprAftb b 6,}dM s* lnn6kmk a b M.y.ab Psi Aimp m 1P*$.Wgw=.L ddll Anthony T. Tornbo III, D.E. dmrkbi; mYyhllghY,gwfW;0,0.a.b0.ai.rss,Irpr6MUq h,gr.a6ma bldbR.dMYd hlgn6dAl.M1q/nd bnldnhxn,l4fm dygldlq m,p..WMadY.q JfMYny.Wn/ a80087 bk Jq1. .dlt.. O.af ltlM•b 40 du pond rA%" db rdblbgamkdg YrNaiMF* dlk Md NO o,dmd• P..;raw Uk6LranyarNmrdl.nf4hnfMq..lms Msp[q,mdimrMwtara,inr 4451 St. Lucie Blvd. A.. lu Idurr Ir rfdbgdq. • 'bl h rr,knnbQ hi.0 6rgigw b Ml b kdig 1,up.. a 1nnSrmr 6p•• t.r d4 YuY7d'q n.Idd.I1k1, From Dierce, FL 34946 gpilb071114dlydlustet• Anikgl.b.lkW,l.l. trpklwiudenlMmw I , uat4raitpolilbd: 4kpAe.amnrrmituw6knl•itedlmur•I ksrl.IwGll1,/.1. Job Truss Truss Type HOMES / SEASIDE v1 A0005174 WRCSSIBRT CJI Comer Jack JOIY jPIY6 1 IRYANJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss corn Run: 81.120 s Nov 12 2017 Print, 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43,29 2018 F Zx4 = LOADING(psf) SPACING- 240-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0,00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP 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 Quide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/041-0 (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 = 8(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; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 Its FT = 10% Nrltt•Mwbn rrr.M1't1drIQIIIISrYUIrIQIIW Q08110=11011011(4PJ;11mrag i.. Mrybdprrwnd.wl.pswmhmbtp mrtlWJdbtelwrl WWI hbrwsrwiOnM well4u moirwbw..y fildmm pal lrl11nAll blRllw.1s1 Anthony T. Tornt10111, D.E. dnr fob lmsbq lA4rtNbnynesY;dieNo.be.wis.std gfrbldgkup,.w6n4afm4bf:dtAWlW.InbdRN M1pnplfhlMdnbtl p f 4fm w70rldYr any.tlOwdYwq MbrnywWni . 8M3 brugbsp ast t.lrrnsrow.blpdbpm7dpfofomfoes ldtilWillsktltsPRpMWhAdLUnrfnaAbpdpfowo.prYLrlesnlpe'lWldYasfbbnskmilsjmsMpbpadImbrinw,waa 4451 St. Little Blvd. rtn b lid lr r[d t gdgw w.rnl h r pMt nfo.Q ne ImbylWW Ir r@I b Wtgkgm,. NO" hpw f q Win Y WesA o n wNd rlrll. Fort Dierce, FL 34946 Ip I pi0101111IIA• 14d6nus• Anlarl.Irakill.1.1. bpAroiodIbis I,eem,'Afly MRispollhl.ieeAdewinap"ltiM6w1.1hot Isom - Utility l.bnbM,N. Job Tn,ss Truss Type oty Ply RYAN HOMES / SEASIDE v1 WRCSSI BDT CJ3 Comer Jack 4 1 A0005175 Job Reference foationall ' ca.y„ uvu.wvaa.w... Run. o...cu s Nov Q 20j r runt: tl.1Zu S Nov 1Z Zt111 MITek Industries, Inc. Fri Apr 27 1p:43.30 2018 Pagel ID:P42uXRd Kj2lgP?afFS 28yAdrr-8fPBKZAVanWxrti2G610pgrgpCyzquoEgRjHo76zMY?R 11-0 2-11-11 1 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 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 FBC2017lrP12014 Matrix -MP Weight: 11 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 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 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 = 60(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(1-C 3) FORCES. (Ib) 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. 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. fOOI•M1.p Mwdlr Tb•h'lllmF111SSerSNe't gl:ll{f1U61f,It11R'IS moot,k1 1101 d"Irbn.1.11 pYypMnldrtm./et.l.tLnl Mtp ngI1101dY1Cb/1 h.Y411 M/m11MMnM Yt116fnp sill"160.0j Oht..nbld..tllbMbburpp.M4.l.n. bup l.pps p.,Sp:pil bpp.;bvdwglllnpantts.upudbpdn0d q.nvl n.pWgbp.InpdbssJ.h.n brMwMlnp¢. d. Rl. M1lepn.npw b.rq..Om.t..sdh d.n sift lm.bghbghb.npWdo db N.p.btl.pi..orl;sigrdp b ANg hup•,.b nand ur Alb G. sib bdl.Ygnkd 1114. p.ddbaldgbdl.nsiblm di4gh.04 pigr,YY@C.dbpqu0bbmpwlWd Anthony T. Tombo ill, DE b MrgMtpo d U0M ripe. MM.b a0sib pouf d pdd.n db. pr4(••I "k" Wr"W 101)~bj IN VA Wl nnbmrb pad phu DN plptb.rymil.ndMn sift hn. M g+.lm.ln}tgpndlwu b.4e.,: n. I J 80083 4451 St. Lucie Blvd. dI..N Mnm q.t.rm qd gpp..q ll dl pcp ndd M1lpppupl.pa.bxlbtdYgl.upp,InuSlmst.pundgpdfq umpenr•....pp5rpml m igpipb01016AIladlnsut•dd. 1.NOWIII,r.I,kp pnl.0ibdd'nl.maem,ieallpp,itpoll'm4•idemde.mnwpe.misuwbwA•ILulhnu.•Aedrrl.IwGIO,r.[. Fort pierce, FL 34946 Job Truss Truss Type RYAN HOMES / SEASIDE v1 A0005176 WRCSS1BgT CJ3T Comer Jack 10ty IPIY2 1 Job Reference (optional) Al f Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:31 2018 Page 1 ID:P42uXRd Kj21gP7afFS 28yAdrr-cszZYvB7L4eoTrcSgOX2D3DyUMljdFUpgNOL1YZMY9Q 2-11-11 _ 1 1-0-0 2-11-11 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 CSI. DEFL. in loc) I/deft Ud TC 0.25 Vert(LL) 0.03 4 999 360 BC 0.17 Vert(CT) 0.08 4 462 240 WB 0.00 Horc(CT) 0.00 3 n/a n/a Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceding 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 = 101/Mechanical 3 = 101/Mechanical 2 = 187/0-8-0 (min.0-1-8) Max Hors 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 60(LC 8) Max Grdv 3 = 101(LC 1) 3 = 101(LC 1) 2 = 187(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=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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconwrrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. PLATES GRIP MT20 2441190 Weight: 11 lb FT = 10% 4q•16at latt hrtn.h'11 nR IIRS6rIfU0lariW Rtl61l01x0[l)(eIOM KT:1 1ferTWl11'tn.It* Ytlp"swndmlaMatn Imt Onpb."(W.W Y 101.11.;" It I l W-SlaMrr.x YatM.m trola4101.a1 WldtmtM pMtW atulb Yl>aa-Y U.itM At¢Igtnpt.lp Olttpr;t4Nwtnatgmatatmlau4ot tlaud arw•ynyaWtflM4btpiYtgtlutsbMa`17 a¢. ttN IM 6lwpnwpaWlgamwt.vteYr Anthony 7. Tombo III, P.E. d.dblrmYa W"kbm,4.A&dwNw.b0.aitntrCdglsOtIW64 BLIP 9.9&bgI flgttMd9F1 a OW83 Y lflq MpedfQrott.Y»1tlM Ylpdbpmtdpitlta4Mp4q(tttptsfOq MtaaPOPPMOt111IIIdlxlnt4ttntlt ptd rrltttt Al aYttLrnppelatndMYffLhnthur.LntMq[q adluu 6dr.r,.su 4451 St. Lucie Blvd. rfatul6dglrstegdtptaayhdPnt! 4lmlhupltpsorOl ttGyMsw.tt1ao11es6Wa s1K4 aaw,r ro.taY.l.m1. Fat Pierce, FL 34946 gpgbON11AIGdlmtrs•MIufI.leak III,rJ tepWwnsddnlMetebuurylal itpoltM•uktnThe +ImcstrtoistiMbwA•1tool hnu+•186wr1•Iw1o111,tL Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE v1 WRCSSIBDT 1CJ5 Comer Jack 4 1 A0005177 Job Reference o tional r Roos r ruses, ron merce, FL 34946, oeslgnlrtrjaiuuss.com tun: 81.1ZU s Nov 1Z Z017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 111:43:31 2018 Page 1 ID:P42uXRc_Kj21gP?afFS 28yAdrr-cszZYvB7L4eoTresgOX2D3DwoMFMdFUpgN%fyzMY10 I 1 0 0 + 4-11-11 / 1 0 0 4-11-11 s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.06 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 FBC2017frP12014 Matrix -MP Weight: 17 lb FT = 10% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP NO-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purfins. 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 = 126/Mechanical 2 = 263/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 103(LC 12) Max Uplift 3 = 78(LC 12) 2 = 66(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-7=-94/279 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=15ft; 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 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard Wi.lbv!•wIY. m•.h't I IN; nrmrvm aria Rtl81 tuIaGUSIAIW i'0.Tm xUrbIUW rrbn, brdr pwobn dnddn •nslm M+4 br.giRPrOr tdlwr I, Iwi0.1! N•w lledMn wr qm dMmr a•d w M Ibl,wy Wblrsca 17rs 1.OYwwh Y171bMrwr prlmllp¢fywsQr.yr.Mlbprrr;audw wl llligwwbwwuperdrrrdwdwd grr7q wgiWalFbrM}d4¢Irm lgnlw411rw¢,d•RI ndea. wingwn bdquOwt trpl0'1 AnihpnyT 7ombo 111, D.E. dNdbt lnwbgbdlykhrnp•W;dYO.rn.YO.aisrdlrcdnow d IwLq ky r,•b,wdld drw4a ard•bd toxin nbd11".Ib Orrnl db Wd P bdrrw dhbaL.O.ti MAy orgy. bWOtw ow Into; smite so"*Wd4d aWrhtsed4wrtr, Nwntwrw•YlWdupbYrrdlwlJwsdMbdbw bgrowU"Wr"ft QF41rd'IIj R d SRI O'd nOr Ped pt><r 4tlbYrbrrywwNbwdYYfdLUwrpurLwf Muplq•sdlwu gMli•,w'm z 8 3 m brondwlMti 4451 St. Lucie Blvd. ra.wNowllrlwndgd w•.iarhdll•twwdrd dlnubY'lgwsbUlY1(AalMsp,•Inui YVWMhunnbCd•IIII. Fat Dlerce, R 34946 fgpi1M O 1114 A 11at Unut • Abdbq 1. locbb le.l 1. trrnd•cia d 0is dKweit, ib al brw, is pbbibiud •idN it Oman wistin bw A•I trd hnus • Arrabl 1. [tub It,1.I. Job Truss Truss Type O1y Ply RYAN HOMES / SEASIDE v1 A0005178 WRCSSIBDIT CJST Comer Jack 2 1I Job Reference (optional) Al toof Trusses, Fort Pierce, FL 34946, design@atlruss.can Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Apr 27 11:43:32 2018 Page 1 ID:P42uXRd_Kj21gP?a1FS 28yAdrr-42XxIFBl6Omf4?BeEj3HIGm3nmcpMikyulmvC_zMY?P 1 0 0 248-0 , 4-11-11 1 0 0 + 2.8.0 2-3-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 125 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 'Except' B2: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 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) 4 = 114/Mechanical 2 = 266/0-8-0 (min.0-1-8) 5 = 80/Mechanical Max Hors 2 = 103(LC 12) Max Uplift 4 = 60(LC 12) 2 = 64(LC 12) 5 = 12(LC 12) Max Grav 4 = 114(LC 1) 2 = 266(LC 1) 5 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-10=244/299 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=S.Opsf; h=15ft; 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 and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip'DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4-11-11 CSI. DEFL. in loc) Vdefl Ud TC 0.47 Vert(LL) 0.09 6 668 360 BC 0.31 Vert(CT) 0.09 6 626 240 WB 0.00 Horz(CT) 0.04 5 n/a n/a Matrix -MR 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 19 lb FT = 10% r.q•I4MO.gthn•4.h•11 UOI InSS6rSlfllflQaiW QW b[OtaACnlmDbj'6T!1;UruntK4[rl'4n.r.11 M4Awlndmlre+.mlmr M+.prnglR0,dw 1A.r14 bR11 tdoolu "i"M Y0,r-0 aalw ba'.y dhlum1.110.wbdd11&T*P,*1 Anthony T. Tombo III, D.E. IM/blmtYgl.4hn,1.,OM`O.u.MO.w,astdpsarMHy Mip•..Ym4a e,4.bKrrbul l.'l rn4dlM1l. lh Nnd a111dwWMdblmtd,M1Y{ump.4w1e.d4.q uiYrny.cW!i 811083 Mhdgk4wrJtrenr 4aw ioo.ft=dsp b,d r"ns di rmg(arn= Ulm he, 1P 1pwm4 Todrxam d.mra•pdpd,r 51 St. Lucie 5W. Ao.w Mrd 11.I.>b grdw.d•Ihir,d•, uuhA IblMrhtgtyrm 4lWYI.YgMs*.,.L u1To.bpua l.ldy YOYaMb:. n.a6d41M11, Fort Pierce, FL 349e6 ppilbO ?oil AIIWIman•AnM1l.Ink 11I,/1 [tlr.1.oi...tit'nlauoamuollaRiapolladslur4e+nnalp.laflMbmA•1la.tlnnp•AaA.dll.1..l.Itl,/.1. Job Truss Truss Type 01Y PN RYAN HOMES / SEASIDE v1 WRCSSIBDT D01GE Common Supported Gable 1 1 A0005179 Job Reference o ' Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run, 81.120 s Nov 12 2017 Print. 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 1 :43:33 2018 Page 1 ID: P42uXRd_Kj21 gP?afFS_28yAdrr-YESJybCNUuWi9mroRaW IUIKIA?i59?67hVS)rRzMY?O 9-4-0 18.8.011009-" i 9-" 4x4 = 30 = 18 17 18 15 14 13 12 30 = 5x6 = LOADING (psf) SPACING- 2-" CS1. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 11 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 11 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0,06 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 OTHERS 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 guide. REACTIONS. All bearings 18-8-0. lb) - Max Horz 2= -69(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16,17,18,14,13,12,10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=255(LC 23), 12=255(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=15ft; Cat. If: 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 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 18, 14, 13, 12, 10. LOAD CASE(S) Standard I PLATES GRIP MT20 244/190 Weight: 85 lb FT = 10% tls."-mm0.00 t.h. ot'111091"KirmtlnV01 Fm&(Pl D11 too@ rWtl`1xu1eu6ix9r hn e.ghylmr.t.In,Iwt.Mhnt hup he.gtllPi.IM1ogI 1pl,lel Idgm ift-A IWomme wA.Mlll..h Whls•OrrmlOdhnNwMlpnhwdi pet,wfhyl n0.>I x 7f4 1MM.lelmnuet.agMulMpdmalgn uy,iM.WMhgIMtlgMfTlhpotl MWlwh.,.Inl.htrynwp,e,YrgaWxlrM Anftny T. Tombo 111, P.E. Im/s16mYwfall hinyrAiel/MD.w,MC.r1M.t.+1,ar MOiiq Mssp...Mupe141RMhIr6kl h11yuY.l Al I hpMlMll1.1.1ptl.plMhnf .6ry1.1 tln.nW.dtq WMMnt1,.1:y1 M hlfihyu.l6xnn Y.Mn1.1.MIMdM.e,ndtilo+IMMM fa,. Yq WR.1ClgrlhldhUdll(I n,QrsM r1 +. OIIIy,M,.yoWndMn/b1+.ohu.. h.0 Mylpt.,,.11m YA,Cn.in = 80063 4451 St. Lucie Blvd. A..W 11•AFef.hM q,Aw••.M111Apte,.d.d Io1neAy hp,eoUlM WOy Mqn.. wnt l7,b[Wer 1.1 MM1 u,gWdhm.,nMw.U11. Fora Pierce. FL 34946 gr4b 0 2016 A I led hetut • AettMl 1. leak It P.E. Iepdmiu d IU%h mote, i. u; In%a pdilhet wdM M won pa.ntin bm A I lid hrttn • AAMr 1. look III, r 1. Job Truss Truss Type oty RYAN HOMES / SEASIDE v1 A0005180 WRCSSI BRT D02 Common jPIY3 1 Job Reference (optional) A7 Pool Trusses, Fort Pierce, FL 34946, design@altruss.corn Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:33 2018 Page 1 ID:P42uXRd Kj2lgP?afFS 28yAdrr-YESJybCNUuWi9mroRaWIUIEgApX56367hVSkRzMY?O 5-11-10 9 4-0 12$6 18.8 0 5.11-10 3 + 3— + 5-11-10 40 = 4• Dead Load Dell. = 3116 In 1g 4x4 = 5x8 = 4x4 = 9 4 0 9-4-0 Plate Offsets (X.Y)=12:0-1-6.Edgel, 6:0-1Ed Edge1 17:04-0 0-3-0j LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.13 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.29 7-10 767 240 BCLL 0.0 ' Rep Stress Incr YES WB ' 0.25 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 77 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-2-13 oc purhns. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 745/Mechanical 2 = 808/0-8-0 (min.0-1-8) Max Horz 2 = 76(LC 12) Max Uplift 6 = 174(LC 13) 2 = 200(LC 12) Max Grav 6 = 745(LC 1) 2 = 808(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-12=500/261, 3-12=-1379/885, 3-4=-1071/692, 4-5=-1072/692, 5-9=-1383/890,6-9=-536/301 BOT CHORD 11-13=-242/418, 7-13=-719/1243, 7-10=-725/1249,8-10=-281/456 WEBS 4-7=-383/658, 5-7= 390/394, 3-7=-383/387, 6-8=-387/270, 9-10=-101/285, 8-9=-483/275, 6-10=-252/413, 2-11=462/387, 12-13=-110/313,11-12=4621256, 2-13=-235/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=15ft; Cat. 11; Exp C: Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load 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-&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) except (jt=lb) 6=174, 2=200, LOAD CASE(S) Standard n rorur.phn,.r uMeroustvutrtaft hkaft .villr.rra.k ard rW.d/h.4brlM h,.l b,r.1,ku'Et^nG..11rtilfgw Irur griirl agruir Nau./goymrrYltMrey r YgMr.:ryer rtl{.it,.r txi. rrr>ews e.ba"~"WAk Andw,y T. Tomlw III, P.E. d..dmhn.b.i rlsrngallgdr{n,r D•w'taro.•Aqa rWghgr.ruaa rGCr{idr4 dyuhdrM, rwgai rrMdgldl.u/rrmr,dMq 2.q.0Md1rg2d%ft,n Adq/ 4 80063 a Wyhdr,d4. e..a1M r fadr rawd r6..016%"f w. Yg10r O txW11'WA V1.WV0wd..Wbpe,1rw, IM Yi %,m.Aftnd Mn dr Nu liv pjmt kwtww d 1.,Mwhd.rm 4451 St. Lucie Blvd. dr.wMaAh.Idpgdq.dYrildr<.wMl h6n.hytgw,bVlrhdrlhw[..i,nrf W lq.ad.rN17 UyWurbn,n{rd 1111 Font Pierre• FL 34946 Gnrgb D >ol{ { 1 [rd lnt.e. • lctlrl I.Io M OL /J. leprpmr d iti./wN, it rl br., n polddd dlrA ee vino rn.iisw {a {•1 Inl bnu. AYMq I.Ir.{r 91, / f. Job Truss Truss Type aty Ply RYAN HOMES / SEASIDE V1 WRCSSIBDT E03GE Common Shiclural Gable 1 1 A0005181 Job Reference (optional) I Ai Roor Trusses, Fort Pierce, Ft_ 34946, design@aluuss.com Hun: a1.12u s Nov 12 2U17 Pnnl: 8.12U s Nov 12 2017 MTek Industries. Inc. Fri Apr 27 11:43.34 2018 Pagel ID:P42uXRd Kj21gP?aIFS_28yAdrr-ORrrAxDOe?ONKJL1L851ghrMdZKRgYcFMLF,PtMY?N 00- 2 3.9.5 7 6 8 7 1 395 393 _( 5.00 12 4x4 = 34 II US = 34 II LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ver1(LL) 0.00 8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,11 Vert(CT) 0.00 8 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 95 lb FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 'Except' W7: 20 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 84-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-3-4 except at=length) 9=0-3-8, 7=0-3-8. lb) - Max Horz 10= 284(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 10=-234(LC 8), 6=-234(LC 9) Max Grav All reactions 250 lb or less at joint(s) 9, 7 except 10=300(LC 1), 6=300(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=473/620, 4-6=473/620 BOT CHORD 9-10=498/475, 8-9=-498/475 WEBS 2-8=-312/405, 4-8=-312/405 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=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 and right exposed; porch left and right 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) Gable studs spaced at 2-0-0 oc 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 234 lb uplift at joint 10 and 234 lb uplift at joint 6. LOAD CASE(S) Standard eeeq nrwr.rr r,,..r ealaalumrmuryavwltuurcrumrscrlrnrnmuulntRalrr. r.wy1.•++•errd.m.amura.paFtrmae.rl l aart w,mnar... er,lm.x.er.rnrwJ IbTrl WKVOie Oelhmr1eY114e1.nel Is e bne kwbpepe.irmel tw.44r MntlIan ewt. cgtiu 06 F/nerwr.u7ny.iiM4tiNy/sdo imr krcfl.kin.*,etas 141. A I.Vavrfio Wgml . M1Y! gnthony T. 7ombo lt]. D.E. I.vdotMelr.lhiYlh`ny.0k11M0..e.YD.w ieinA nrrl.YyM.gr.rupedM11C4R IbYdIM1u6.IRN IhpMtYlMrel6UwdY6nwwgry 1re..arw.r ggr.mml.rrgr a 80083rlydeq[M er lfe.ar Yr.Weee(MIN IYO.o.eed Yl.edbN4 fwPerldq WearplWrMJ.IM111df1UneA aeNMAed e III Id bond IM Tm&Wv,t u I*WER—e lm. Y AC..,it. 4451 St Lucie Blvd. Aa.MereA rl.t.ee7rel rr.e nilh re'eYMM D1rm CteT t.perruUlM1.M Me e.e amyese trpwedq Mep 111~ernnnl4dePe1 FOrt Reece, FL 34946 eppyMtJ1111 Iteet6nrn•Action 1, tele41.1.L lepd.tiaOft rerews,ienllow, upelil4rdird" Ike .rmnrn.iniaism AIUeltmen•benrt.baNIll, .1. Job Truss Truss Type Qty Ply HOMES / SEASIDE v1 A0005182 WRCSS113gT E04 Common I 3 1 IRYANJobReference (optional) Al Roof Trusses, Fort Pierce, Ft- 34946, desgn(aJa l lruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 11:43:35 2018 Page 1 ID•P42uXRd_Kj21gP?afFS 28yAdrr-VdC4NHEePJ8ExSwDvrc NvOtNjzceZycPb7 ZoJzMY?M 0- 2 395 7-08 7 01 395 393 -0.1 5.00 12 30 = 30 11 3x3 11 3x3 II 30 = 3x6 II 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.07 9-10 910 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 9-10 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 75 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10 = 3621041-0 (min.0-1-8) 9 = 362/0-8-0 (min.0-1-8) Max Horz 10 = 284(LC 11) Max Uplift 10 = 349(LC 8) 9 = 350(LC 9) Max Grav 10 = 379(LC 22) 9 = 362(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-194/287, 3.4=219/323, 4-5=-230/326, 5-6=-230/319, 2-11=-102/256,6-8=-233/375 BOT CHORD 10-12=495/477. 9-12=-495/477 WEBS 3-10=-639/595, 5-9=415/391, 3-9=469/475 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=15ft; Cat. 11; Exp C; End., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 rectIngle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 10 and 350 lb uplift at joint 9. LOAD CASE(S) Standard kq • redr.r; R.. n •u r1a nIN6 jltue j aru1 nes uVxxivaasllitt'/L'r; rm[aaGs9s bc. toq wP r.wsnd xrda.bthas 1nP tt.ngptP, r r uA.r1 iara r L hbat thaM'rr ar. aor ar... aw.r m.rr U.ina rpPl nP..lradr6rs:YWwglAiVagomFv/r.Yi/ganlrrtyMWb04tp r rimtprnAorlq...Y OH. IY MPnvgrah{qu wartl0l Anthony T. Tombo 111, P.E. a Ott Imt1r rin germl.Wd.ONNw•r0.VetW'Wgdab%Wqk ,.*rn ddriNLbt.W&bdMgmkWR1 ll pmd/rnl.la;YxnrAblm.7M 4iY r.N.k.gYOMYmr..11n a 80083 bhlt IwlYfttlfaaMbblsaMaq r1[egMspedhexe. gaattar.balWbPOadrplattlmldYilgmWglMsPolrxrMhnsaeaUntbatttipanlP4ar AlafttbntPsltfttalMntbLatpvP..lmtMyfgasafimsbac.r,aSa 4451 St. Lucie Blvd. nau6alhr4sn9arga..mrhorasabbd btaaMuPtpaertlrWgMsi..rtmttre+t n atMr) aisYaM'onagtal.IM1l Fort Dlerce, FL 34946 teppilk0flitA•Ibdhesus•htlery1.l.eb8l,P.l. bprdwi WVkhtnwrnLu411ho,ispolilud:nleahr+arte.reaissieshowA•I[WImses•Arearl.Iwb10,P.1. Job Truss Truss Type ory Plv RYAN HOMES / SEASIDE v1 WRCSSIBDT HR Diagonal Hip Girder 2 1 A0005183 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design@al Wss.com Run. 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Apr 27 14:43:36 2018 Page 1 ID:P42uXRd_lg2lgP?afFS 28yAdrr-zpmSbdEGAdG.5ZcVPTZ7Dw6v4JNICIMVYpfkgl.mzMY?L 1-5 0 4$5 i 9-10-1 r 1.5.0 4 6 5 5-3-11 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.05 6-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.13 6-7 907 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.59 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC201711-PI2014 Matrix -MS 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 5-3-3 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-O-O oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 164/Mechanical 2 = 541/0-10-15 (min.0-1-8) 5 = 341/Mechanical Max Horz 2 = 152(LC 19) Max Uplift 4 = 102(LC 4) 2 = 201(LC 4) 5 = 60(LC 8) Max Grav 4 = 164(LC 1) 2 = 541(LC 1) 5 = 341(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-322/58, 9-11=-1085/249, 3-11=-1030/250 BOT CHORD 8-10=107/283, 10-13=-335/1030, 13-14=335/1030,7-14=-335/1030, 7-15=-335/1030,6-15=-335/1030 WEBS 3-7=0/287, 3-6=-1068/347, 2-8=-346/164, 8-9=-308/57, 2-10=-107/279 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.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; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4, 201 lb uplift at joint 2 and 60 lb uplift at joint 5. 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. 38 lb down and 42 lb up at 4-2-8, and 67 lb down and 88 lb up at 7-0-7, and 67 lb down and 88 lb up at 7-0-7 on top chord, and 8 lb down and 7 lb up at 1-4-9, 8 lb down and 7 lb up at 14-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down at 7-0-7 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 (plf) Vert: 14=60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-83(F=42, B=42)13=-7(F=-3, B=-3) 14=-17(F=-9, B=-9)15=-71(F=-36, B=-36) L d Deb. = 11161n N c4 nl PLATES GRIP MT20 244/190 Weight: 41 lb FT = 10% rnYt•1Yra IX11 M 6rYUlrlflrUli MM&CI MMMootwlplcucwwr, a& lwrr Wppwwmdnl un mlmr MagQIPd41AwJ1 rwhRrl Mdm Umlrnw, Ym6r.0 owrw4lA,wy DlduuewlVMWtmldrlfapMnM H 4w Map tgnaQr.Spol biwMLurwglfa gwM w.uAn o pB Owtgae gmpWlryba"damq Iny 4pMw61pw¢.wb MI. l Inpn>.gwnWq-0- ww" AnOmy T. Tant701II, P.E. wlm blmfYgMYgNhwyw iY;kO.u.Me.a rwOrMgfrh Wlnr Mgrr,wbnaa ts4lr Pw wlO Ydl.Ygn4 wllFl. rhwpwl/rr Owl w;W m ON tmtd tbo m.p.Wdo.'W" ad* a nwnwh. d v8M3 Wd Yglnpe4W. UlwtrMm.batdhpAndt lm AMP:wrrwww1LR 16•wwwQAgpNihl rlldlxln bnnrY p/pJwt Tl wfnUmpaNa dMnVLLm Mvpw.lmr Ms}Igww dlmrrwrt w.du 4051 St. Luck Blvd. rtwww Yow lr.Iq O qrd wrwamthapnnwb! Ihlwu hugly.mblc161iiq Mtp.wlmrlro. Gpwe q rub YawlrM•annRS.dwllll Fat Reim, FL 34946 gpitYlOfQIIA•Iftrllnrus• Anlufl lrelrIll. 11. leprlroioddillrcwlm,ieso? tww,npolilurdwiArrtMenirtrrtermittiw6twA•Ihid tmur•Asbnrl.IrwGIII, 11. Job Truss Truss Type Oty HOMES / SEASIDE v1 A0005184 WRCSSIBD T HRT Diagonal Hip Girder JPIY IRYANJobReference (optional) Al cot Trusses. Fort Pierce, FL 34946, design@altruss.com Run. 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:37 2018 Page 1 ID:P42uXRd Kj2lgP?afFS 28yAdrr-ROKgozFuxwOyBm4clGeSSKTvHnEklsJh2JTgtCzMY?K 1-5-0 2-" , 3 9 3 6-7-7 , 9.10.1 2-6-0 113 + 2-10.4 3-2-10 2x4 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x6 SP 2400F 2.0E 'Except' B11: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 7-11-9 oc bracing: 11-14. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 78/Mechanical 2 = 630/0-10-15 (min. 0-1-8) 8 = 499/Mechanical Max Horz 2 = 152(LC 4) Max Uplift 6 = 48(LC 4) 2 = 267(LC 4) 8 = 186(LC 8) Max Grav 6 = 78(LC 1) 2 = 630(LC 1) 8 = 499(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-4101121, 3-13=-1398/477, 34=-1448/521, 4-5=- 1631/630 BOT CHORD 12-14=-168/ 365, 14- 16=-558/1324, 11-16=-558/1324, 4- 17=-671/1564, 9-17=-671/1564,9- 18=-671/1564, 8-18=-67 1 /1564, 4-11 =-478/1167 WEBS 3-11=-283/143, 5- 8=-1630/699, 5-9=-203/571, 2- 12=-392/200, 12-13=-388/116,2- 14=-163/353 CSI. DEFL. in loc) I/ deft Ud TC 0.55 Vert(LL) 0.17 10 686 360 BC 0.58 Vert(CT) 0.26 10 451 240 WB 0.43 Horz(CT) 0.07 8 n/a n/a Matrix -MS WEBS 3-11=- 283/143, 5- 8=-16301699, 5-9=-203/571, 2- 12=-392/200, 12-13=-388/116,2- 14=-163/353 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., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 6, 267 lb uplift at joint 2 and 186 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 71 lb up at 7-0-7, and 65 lb down and 71 lb up at 7-0- 7 on top chord, and 8 lb down and 7 lb up at 14-9, 8 lb down and 7 lb up at 14-9, 73 lb down and 68 lb up at 4-2-8, 73 lb down and 68 lb up at 4-2-8, and 52 lb down and 38 lb up at 7-0-7, and 52 lb down and 38 lb up at 7-0-7 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) Dead Load Dell. = 1/8 in PLATES GRIP MT20 244/190 Weight: 47 lb FT = 10% Standard Vert: 1-4=-60, 4- 6=-60, 11-12=20, 10-11=20, 4-7=-20, 4-11= 20 Concentrated Loads (lb) Vert: 15=- 58(F=-29, B=-29)16=-7(F=-3, B=3) 17=-146(F=-73, B=- 73)18=-103(F=-52, B=-52) dmq 16. e yiinM. `'!A ud i1NBj9LLl1'iRd W Ile61lCNIDIf UACdrllfljU[WNRLIr k. lah, Msq r i I,d.sn at,ws r,u b•q(1117 la i Is,d.lrt Iddw9roM>r..d ttYu a..n, e1 a iRdr Wid,a.dr dr, ddNndl YIC 1„dl N.Inuryty.rip,.iNt t mtrud gr41,m 1 cgrudrrdn,r n,llirrwpds,,un,gm!rq i...aULAr,gewa,e rr mn,ntlM Anthony T. Tomtw 111, P.E. Imd,4mY,gpMgskny Jltld4.0aa. OrO.,i,drL'dqun YlYlMsrr.btwo dMnL&KdaMWquu IIM. ddq oft dnq.wd,M IlndlddMbny Wgit 8=3 MMlghyndlaow d„d.1. a 10 1111a VCW W ldml QlitrM,M 1, ViviSx1 n,dmd b ped rd- 4451 St. Lace Blvd. do.alMq.6defq 1 q..,ig3lApo, bdnl IN6ns M,7tq nbWIaMWIMi,o.Uns lrY Igw dgM4q rlupliW annnMhdvUi. Fat DIMre, FL 34946 q rrptth,D J11/ A l bd tn,xt • tetlwl l.lo NOI r.I. IePt4n,rr 61 ibis lmxq, iral lNa is ro6ldd .d w Ike vim" ra iuw 6u A I Ull onus AeMry 1.InN @, r.l. Job Truss Truss Type Dry Ply RYAN HOMES / SEASIDE v1 A00051IWRCSSIBDTJ7Jack -Open 15 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 111:43:38 2018 Page 1 ID:P42uXRd Kj2lgP?afFS 2eyAdrr-vCuCOIGWiEWpowfoa_9h?XOOyBZcmPDrHzDpPezMY?J 1.0-0 7.0.0 , r 1 0 0 I 7.0.0 LOADING (psf) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL • 1,25 TC 0.81 TCDL 10.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SIP No.2 SOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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 = 183/Mechanical 2 = 34210-8-0 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 3 = 113(LC 12) 2 = 81(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-242/279, 6-7=-177/485 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; 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. DEFL. in (loc) I/den Ud Vert(LL) 0.19 4-7 >444 360 Vert(CT) -0.24 4-7 >349 240 Horz(CT) -0.00 3 n/a n/a 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 81 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Dell. = 1/8 in o dd N PLATES GRIP MT20 244/190 Weight: 23 lb FT = 10% hrq•M1wllnrdl;nv.h'11Ix1i aawrulllrballul ntlerlWAlxn(b11q'Or[ry iNtrlaWrrbn. Irrp hp pawndnl ma+nllmr Tfa'9DA'+r•SA+rI b+YW1t hba+r lira My. a+ Yar 6r.ruedw4lA,rY WGl,mrr rTflMYndiW171brrrrl NrI— imp Iqs+1s•*M*bP{iqWwglMnpamr++uwudim Fdru ope'gn4r+IMYer btu/4t./I lnublarlwOr llC .rd+A7 M1WpntaF+IrrgrwO+WrtT Anthony T. Tanbe 111. D.E. Aa80083Wimr: w,rIM1llrfabmpWttlMpnlL I'm Au.l,a"Empa-d lmi , Ohl 4451 St. Lucie Blvd. Fat Dlerce, FL 34946 gpilb02111A• Ibd6rsus•Anbarl hmlr0l.r.l. hprAroindaohasan,ibfly lug,ispbll'nd.iikoof.6bapneissiwlwA•Ikdbaus•kRarl.10Wl+114r.1. Job Truss Truss Type Oty Ply RYAN HOMES / SEASIDE v1 A0005186 WRCSSIBOT RG Jack -Closed Girder 1 1 Job Reference(optional Al Roof Trusses, Foil Pierce, FL 34945, designoaltruss.aom Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:39 2018 Page 1 ID:P42uXR0_K4219P?afFS 28yAdrr-NOSbDeH8SYefO4E 8hhwXIYHuagoVjl Vdymx4zMY?I 3-9-14 7-0-0 1.50 II 5x6 = Ju5z4 34 II Jusz4 4x6 = JUS24 LOADING(ps" SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.04 5-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) 0.07 5-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1372/041-0 (min.0-1-10) 4 = 1352/Mechanic3l Max Horz 1 = 124(LC 23) Max Uplift 1 = 333(LC 8) 4 = 380(LC 8) Max Grav 1 = 1372(LC 1) 4 = 1352(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-2180/481, 2-6=-2120/501 BOT CHORD 1-7=-541/1937, 7-8=-547/1957, 8-9=-547/1957, 5-9=547/1957, 5-10=-547/1957,4-10=-547/1957 WEBS 2-5=-348/1542, 2.4=-2196/613 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opst; h=15ft; Cat. 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-041 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 1 and 380 lb uplift at joint 4. 6) Use USP JUS24 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 5-4-12 to connect Irvss(es) D02 (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-W, 14=-20 Concentrated Loads (lb) Vert: 8=-725(B) 9=-725(B) 10=725(B) PLATES GRIP MT20 244/190 Weight: 38 lb FT = 10% Ynq•rau0 rrmr.w'I rra N36f'lele't QW RUStItrOflDt{llltr('p91)tto7NR'irM• sah MwRmurnow ow, pan 1-umpk-sip edwsso,ini-ar11iem 9Tkr.-Y. W9O•M Ttl IMml Wid dm 4iw•u1 Ir Ir1.M+1 bru q k.prgw p..l oilt.rur ql q wru ln6n.r r.n nywYn e grim.lgor rn1 .i In I. Ir 6 paW.e Yuen,"W"! Anthony T. Tombo III. D.E. 1 1 b1 b•{I YiwMi hiny Oif1 YDm,YO•.u 1n.M v rIMYI Ms r.Y CIM000.tf 161d pNlu dlM.fh pMf4111 n4Ym/YImf .6ir 0y On..a1 IYq WMhngni1.71 :$006j w dii M.p. d 11.b. Y nn M...61! r p6m.d I w/YMN r r n1Mr 14rslx>GIiM r N T IVrI..r Mb i 4 1M MSMwn4 fNrr1.4M 4b Mp hyr,6•olnp [y. r 6ru M 4r+r,•4n. An. W MwIF.[M.O A q. n117h A1.t Y4n1 A4rukyl abglw WMrkq,.+ntlM.Frr}Mq r1yWMMn.nMw1 1M11 4451 r. U,de Blvd. Foil Dlerce, Fr 34946 rpgltRJfll/ 11[..Ilusuti MMry1.Irdr0l.r.f.Itpdrr6wr14is Owners, i.ollntinDdilud.4writ Ion rams"how Idtoo tmui•MOODY l.l.eM111,r.f. Job Truss Truss Type Oty Ply HOMES / SEASIDE v1 WRCSSI BDT VP Jack -Open 8 1 1 IRYAN A0005187 Job Reference (optional) Baca, v. • . —", -+ —' •aw-yn ul ja reun- of 120 s Nov a 20 r rnm: 8.120 s Nov 12 2011 MITek Industries, Inc. Fri 7-0-0 30 = Z7 11:43:39 2015 Page 1 EOawzVgf_Vdyrdlx4zMY?I Dead Load Dell = 1116 In LOADING (psi) SPACING- 2-" CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.21 6-9 384 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.18 6-9 460 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 6 We We BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 28 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. MITek recommends that Stabilizers and require7incrossbracingbeinstalledduringtrusserection, accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 53/Mechanical 2 = 340/0-8-0 (min. 0-1-8) 6 = 223/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 4 = 47(LC 12) 2 = 169(LC 8) 6 = 144(LC 9) Max Grav 4 = 53(LC 1) 2 = 340(LC 1) 6 = 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1551260,3-8=-306/326 BOT CHORD 7-9=-273/135, 6-9=521/273 WEBS 3-6=-318/607, 2-7=-213/332, 8-9=414/256 NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.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 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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 47 lb uplift at joint 4, 169 lb uplift at joint 2 and 144 lb uplift at joint 6. LOAD CASE(S) Standard frq nm%,m laaq.r-&IIxi IS6rYW1'I peal Rue 4(I)IMHU1101a19nD; 11Uc NAIr rk lug kd)t pawwtMml whtwrtlmary Yugllgjwlr1Aw11 lwpk114rm1hq Kn wf 4Mta4u.ru dddwrlp,wY WhltwactafattMwMrr 11114IaaH b.L.0 lydpltprft-lP7.gIAwN,4WwglAit nmtsm r r btwt/gw:41m1wWlghrAt*rtgtlint 6poAwr alw¢.wr A7 M1MPtu.gewyp/gtwpw WllT YT. Temt10111, D,E, ofMa 4avu.dt e80083wd"110Worl)a WrolmnarrFMMdrbil"1 wtdldd)Yr"OTIMlrWYd11111dY ar O'dua•pawdp4mlossainrmpeMwl Nmtwlrlm144-.lms"13wJ ululnU.rr,hl 4451 St. Lucie Blvd. aMwlrell, G g110f016A•Ilwlbnsn•4tlorl.lm6. 111.J. hprlreiadAitlwrwral,hallow,ilprliliklri11at11e+ri0arrmilwrbroA•IGd6nxf•Anlall.boblll,.1 Fal Pierce, FL 34946 Job russ Truss Type Pb HOMES / SEASIDE v1 A0005188 WRCSSI6D T 1:7T Jack -Open ICHY4 1 IRYANJobReference (optional) Al Ficlof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 11:43:40 2018 LOADING(ps" SPACING- 2-" CSI. DEFL. in loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.23 3-5 364 360 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.25 3-5 330 240 BCLL 0.0 ' Rep Stress Inca YES WB 0.00 Horz(CT) 0.11 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR LUMBER - TOP CHORD 20 SP M 30 BOT CHORD 2x4 SP M 30 'Except' 132: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 v 167/Mechanical 2 = 342/0-8-0 (min.0-1-8) 5 = 106/Mechanical Max Horz 2 = 140(LC 12) Max Uplift 4 = 94(LC 12) 2 = 81(LC 12) 5 = 12(LC 12) Max Grav 4 = 167(LC 1) 2 = 342(LC 1) 5 = 122(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-9=-384/449 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 4, 81 lb uplift at joint 2 and 12 lb uplift at joint 5. LOAD CASE(S) Standard Dead Load Dell. = 1/8 in PLATES GRIP MT20 2441190 Weight: 25 lb FT = 10% x.t.n.,e.,r,, ,.d tlrx+nnsorswlRaraunnauaaouimleltsrrluulntRurrr. leuwrs., m.r r..n.mlmlr+ysn.lra.au.lI."It?I11 RWW+ m w101rM d-ftW.y wldu.MAM S*Kdbbl]1.Mwt is11ml fg.CQt.SlodlbpmAbut! emu ripnllto - dbpYdspu Wi#t Aft bbbtpddt bmbddnbldtdr.deAl.A4m. trtptu4dq dswtisddl AndimyT. TOmbD 111, D.E. doollin M. lbdlynO mPJMd%9. bQ.aiaerLdgtdrbWWlu'.b eaie b dbMhfgnNdllN 1br Wd0 lA1drt4Mn/1Y1m.f Ylr6rm7r.YD1t7rk gYrYYn+IrWRd a 80083 Q b tdqMyatabu. U.»WMtblOdbpdbsdpddwldb4dblbgstblq Wraeop ~AAdYU n,dondaP.0 PAMM1 Mlnbmrseddtn dbb dbb.1kRwims"!ga Won$ d0b!VV ,U St,lode as.1uWlgtUstdgMgn nmrhiAtulnihtthtwudupltpasblFlrM7gMup,. l,tSlos[+piadslMlg-- 0 ' 11.nnntd.a1 oi 3494d9A6 Fat t Dlerce. FLtppilb0MilA•1Itdhairs•Aabty1. lab 8,r.l. IrpndtOntdIva bnatd,umltwo, npaMeA.iftviAtwain ptrahsinhwA•IGilIn+sts•At1Abr1.ImbllA L Job Truss Truss Type ari PN RYAN HOMES / SEASIDE v1 WRCSSIBDT 1VM3 Valley 1 1 A0005189 Job Reference (optional) A7 Koor r Pisses, Fort Pierce, FL j4v4b, oesign(ga11luss.corn Run: 31.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Apr 27 91:43:41 2018 Page 1 IID:P42uXRd_Kj21gP?afFS 28yAdrr-JnaLeKlP_9uNINNNG6jOdAeiSOk2zmyHzxRtOzzMY?G 3-0.0 CMr , 20 1.50 II LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 9 lb FT = 10% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins, 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) 1 = 84/2-11-6 (min.0-1-8) 3 = 84/2-11-6 (min. 0-1-8) Max Horz 1 = 38(LC 12) Max Uplift 1 = 16(LC 12) 3 = 33(LC 12) Max Grav 1 = 84(LC 1) 3 = 84(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. It: Exp C: Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 33 lb uplift at joint 3. my lama.gwnw.r uuwnrfa(s RuwDnsramonuDc.fp riquDruRr rrr.+rra+,r r+w,enTnuDnya.glnyrruegT psart wnmoam.+. Dnudsm+wd rnD.y WTl a.db ldl+ndrrlY.M,di p.Im+Ayl nD+.lRdlfq.)Fur gir nnun.cgru rrinur. uymaMrraa*Ir rp b.0 YrW rn1.q..ls U1. hY+ienwrfts rrrmr,rrrr Andwy T. Tomlw 111, V.E. t r.u r+lw+rqa+rr4rny We1 rDm.rD•N+.sinl*+•rMYy M+q...ruae/raLa Krr rlwTuarUr hwM r171rq W.u r1n+..Aiq rpq amp..ar rtq udwanwWgt : 3 r M+q rwrur[r+, u.nM..r+arrr+onrpar+lrrreDrq.+wa, r....DaDNwlwmrucr..a.rrr.el n DU Dr.+rn+rmur+rrr+art.oay.,u,.tmay..rT+.D.ne...rm da.Ma+.d+Irdgrq.•aYDhdrvtnwld r1.nryl7 voUlr Whr ru o.. i,n+$a I*ndq/drr UyMW rnnalM.A1. 0451 5<. Lode Blvd. Fwi Dlerce. FL 31946 gpygOtDlDblGd6nu+•kdarl.Iedlm 1 lepdnuN.lOi+lw.mp,iaulla,itpolipl.iaMim+nmppaossi 6o1•Irwlh.+u+ A.O.g1.IwM1D,/.1. Job Truss Truss Type Ory HOMES I SEASIDE v1 WRCSSI BAT VM5 Valley I 1PIY RYAN A0005190 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss corn Run: 81.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Apr 27 11:43:41 2018 Page 1 ID:P42uXRd Kj2lgP?afFS_28yAdrr-JnaLeKIP_9uNINNNG6jOdAeiBOkvzmyHzxRtOzzMY?G 441-0 441-0 — 2x4 1.50 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 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-P 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 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (lb/size) 1 = 90/4-7-6 (min.0-1-8) 3 = 1/4-7-6 (min. 0-1-8) 5 = 224/4-7-6 (min. 0-1-8) 4 = 1/4-7-6 (min. 0-1-8) Max Horz 1 = 71(LC 12) Max Uplift 1 = 5(LC 12) 3 = 1(LC 1) 5 = 87(LC 12) 4 = 1(LC 3) Max Grav 1 = 90(LC 1) 5 = 224(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-168/281 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=15111; 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) Gable requires continuous bottom chord bearing. 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 toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1, 1 lb uplift at joint 3, 87 lb uplift at joint 5 and 1 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight; 15 lb FT = 10% vrsep-rdo"no.m.4t'14WM38r9wr/lawn Met(uDI10MlRIG7f11'tl 91MI' ROr Yn 4l;auq 16m9MINIm t D6uamt ahl.MlM.I! IDId tYtlMtgiMnr41Y 8DYM,r11t,M/M.plsrn0•i1rlisP••iYM.tq elr,r.trt•nprurY.rntVgdlnt^tiMYbYgradijtbntlgW.Y91d!.reUl M1Yy atwrb Yt alYt,frN AnOmy T. Tot1111011I, P.E. r.r,/Yt Mtiq Mr!.fort.tMetrMD.,YD.tattmNge.tr4iil Mn/r..YuparwDlbt!.1 4rMYlulrrLM.hAurrD,81.1.!1dl.urY 6m rrDq lYi rnP.•YMYY1kq Yi YlY ny iD.'!/ 80083 r liii„Mtgn rrr.r o.Ytwr.srMdYro,trpMwrrl+Ylc.r..+w,W.e lagNlor l!Il1r911 r, Nn.rrperpr.t UII t6nyYWiMrl.gret 4.o Dn*.,uwtDnq!gn.rltnt Ytd,4...Wm 4451 St. Lucie Blvd. Ar.M lrtiAP,lmt4gtr}.nlYih Aplrt tn.M 1 h.0 MglM... UI YtFW1M.pa.. hntl,N.ltp..rq My 11tp1udlmnnllr.iM11. Fat Dlerre, FL 34946 1sWilb1Ut11D111nlh w%-k M1ImMIL/.L lepWorimd0!tNrwa,irallnrr,4pr14u11.Id1.10r.rmnlnYissir. hem AI[W11ntts•IN.g1.IrYMIn, 1.l. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 a r 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC i 0 r` ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) n 14uti.yyn:.rYIIq IN4Lg171U1I 11014 Hill 0007RK01.0,V!trj 1:10Je3w1P W. 11 Wrmt ewde %s•r,.YM.r1N.efi rtaurs,wdi ndrrlo hr1l,.tww ty1.p..y.rntr.lr rr.tts wo.rr r n,r«,...e.y.rtgrroyrr,.Ft.uNa.rwrl.souhrMm.M+Wur.w r1 AnftnyT.tolnboIII, P.E. rairt sirnlry rnlle+r uamro.wn.reu.lr r1+e r.,.c•rrm rrrxrralregcwrlM.Map,flrlNrwMYmlrrupgl rgdq.o11N1r ryYiYruu W I 3GM3 ftW"kilwrhaM 0w1Mr r0r91n01301ee WII&MyU400slow.w Mv9)ftwt.- r•r1KlrM16o g1tAalrnepll urMn/rMulay rakglpmri.nrpeaa •w 4451 SL We Blvd. en.a VsayeGn+a nw.ggipwl•nea 4M.nkgl meUtrMgkqe,bnl.xslq viyl Uq rzl mnneRere 1111 r ( 111e074164• 1tedhowt• 1.Inks.t M. FatPierce, FL 34946 MI t bar, tRreboiu el0islwanaug4aeyhpeYGn4•@eade nilrn r'eliltiuia4•I bd4rue•bt1u,l.IeaMi.11. FEBWARY 17, 2011 I ALTERNATE GABLE END BRACING DETAIL I STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-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 B 24' O.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 (MINA. ol 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 VINO 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 GABLE TRUSS. MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 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 / TRUSS / L TRUSS T1117 AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT,OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. STANDARD PIGGYBACK TRUSS JULY 17, 2017 I I STDTL04 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 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. 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' OC.) A PURLIN 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 2' 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. e.•4ms.m..r'ug0lmwi tot[ryttuutm.suvauataw(teltlno0nl><+brr. n•qrqro,r tir..w>w,h.r wtn,rrm.ttr.rrrrlavmuew<... aa,e..woa.rt.y nlo..r tenarr.WYrI11.M,i1 It.hmhgl•O.IP iV^Irwwwii..+•egr Ir Ins./qnw,4mlAM rrMq/rt.pi.ntprl.Yiii,.Y,At. Apgmgr wuY.n WYi Anthony T. Tombo Ill, D.F. rg4r.ur.ay.rnr.w 4ro.. re..;rrw p.rwrqwq...rrurrurerrm r+rrntrw.r+ruerwW urat.aiyrg ryarrr rragarrrnv.ur 4 3 rwyleoartra tl.btlM.rltarrnMnr rlf rhYq(Art.1M1YMn I MY/FI!r11UndI[11Mp.jrtle.Q11Q.3r.1Y11rY41 r67fM/riglk7 l..ri7 oea..,Mn = n"VtMq.ta4515t 3Blvd. en7. r ..eghalnn.winr 0.r oAyt..ngtrw.tt ... tn..h 4w I uA.6 rn..er..a 19M4t01H111. 14d4nws•dAILI.i.Iq,1.I.iepdauadRbloruiAlfiraow lilitl.u4ndr.lionraentiaMl•Ilrlhyn-teUg1.1.V.m.IL tRe ce,tt 34Sa6 JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 ppppa t 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. GABLE END, COMMON TRUSS, OR GIRDER TRUSS 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 GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL W. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES E END, COMMON SS, 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 6112 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 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. Aasn/tln.nr'a+wminOtt Urya numis tCmsnlrt+(urtnuu7rtiv:rr. royr1.1.1 .r.nu,gin.gi Irriagl loprtuealwarnm Y»ar.wami.atM y Ni l aw7.11v Jp..ulVail/M.d1 h i+u[.yl.yar(fr. frM1IT+Ir y wiAiyrun.g7 r ilk r/nw.dlrr.y nyadigr[wFydrvij 4ro i}N.rliri rAlM 6My matrt.lryslnn, 7 Anftny T. Tombo III, D.E. 1 rmi.alwYrhiY irmreiM/r0.w.a0.w p.aM qi.r6lY Mf..rnasirCl,r6'rrgdNll n6rml a pAirlArnldl q.irbu a.r YcapArM r mNAdq d ?80063 r tdd weltoom u.aua.r Malik pumrpddmda w"tawwwg rr.w,xYipouh mrtrtmd.aar pipro mus..rny.rw,r on ON INS kw. kmbwbps d bm pdp..rns 4451 SL Lucie Blvd. ws.aiiAk Ir dTdgwrnrghpptn idhin lmplrp...t71rFiMg0.spr..6mltaslgrai.tl.Y7tlarilclem.nldel.ml. Foil Place, FL 34946 gpilti0tllii•IlidLn>n•4f4ry1.1rc5rOL J. itpii oiad4iti osip,u lpabpdulunJr'tlatdeaimrinenia+6nMllalbasn•AeSrgl.la4rW1.1. FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34945 772-409.1010 SECURI WI( VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS v" r re.e_ e-e NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE - 3' X 0131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EOUIVALENT 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL W. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. S. 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. P r2 SEE DETAIL'A' BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) 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 3112 MAXIMUM 6112 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS 112 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO LISPMAXSPACING 24' O.C. (BASE AND VALLEY) WS3 (114- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS re•.rrr.ye;nn..r.'u 17p 111tQs(4t1t11QIl14Itlritt04114rt11We{iktt'IuoOeIlK.:ePb erA Mq w..rnr../rn.en 6ust.gh.!IN)rFsr l4+tl rl ter,.. tln.w.. n. Y.nee..h.eM..r Qe.rl YJ.rartw..YM.Jtr n.lA..dll 11.1u Mylrirpr.W.1tY:r rwlf,pna.u t6rMa/Tr nu+:lMbsMyifrrjrLnthad.wO.rAAt bYyu+Ir Ir.wN AnUmm T. TOnIbo Ill,P.E. r.u0101notbeels 06 o.wofta.,rttri.4.- op. rtdiqkW,.Yiwt/rOLrYr6drqt*.gMIr.p.:0rnrR. erdrn.LL.rrr 4, o.nw.. .r".ak.ft., r R tam rw.tto. rtrs.UWAWN:sat.ern.rnr,".owrlr"t.rrtt WwWwXIQtrlratnrnon.a.ar lremue.l.lw.nrt.r ptnw+s.>•nwybo.nrtndbnwu SL ludo Blvd. etre.. hh. Iq.t..rlep4 ew. w gAApen e.t..1 M6m Mg17••hr61 . YfIq My[.. Mrs!!melq.+4q W.l Ilq.k.IWnnnNale P11, Fort Pierce. R. 74406 F 9PhbO NI{ LI Te4 buses •Ap1eeT 1.1r.1eIR IJ. 4'elwirs wIM bn.ea. iswl Ism is ptktiW wAm de mine Trl.issim bw A t lul4nxs • IDuI I.IuM O. /i JULY 17, 2017 I I (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 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 SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST 9E 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) r q.rwu lr{dm..If't l Up 1pNls(9111r QttW nOM1 l01:UKQSN 11LR1'I tllWt:l%Itr r. t.411v 7 uN,.lml.el r, M RMb gllF al r lm I i 11V14 r 1 1e.M.I SMK+a n1 waAs.ty rd. M lN.lrl alat 0,IIw IrMw Yrlr rdl Ito two kupipnp.. 1pd! +: rna g n'.rr.m. vtotrr r/nrd prq. wAft r r r,gdr,y.G.w,eapip .y,r, IN nrgnu.pn l.y.l.,..rl An;hmry, T. Tombo III. D.F. d, wdminor.rr,lbll 0wo.M.1m Oa +torn Roglkbrl Ays.rwnrro:r K rr rrwRw al ml nl.n'rt1 r,ed+Y ruct N*ol ss lolp-sa oldik oy ranrn,.rMo 98M3 rWgkWvwlIorarMob WolobWON ruarrgYndsrr"lwIKSWPI .e", peo 11Mw$Ktnnrsrrp"rraoflKwlrtapnmrtrl.arrluurap,wakopbpngWbnssoftm.wa 4451SLLurie Blvd. aa,rl6dhrteabnl+^mlh r rt.a.d irl ll Alq 1.pwln\7lrrkgA:rc,•LnlrmslgrmtlgMilg Utl,i.M Mlnala 1 MIFort Noce. R 34946 f..w:,Mf17 1\ I.1 f..1Ir+..... 1.r\...11\.la r r.J.n;rJf:,/w..:.wb.Lrd;\;w/:.r.\..i+..r.;.r:r r 1.IrJ l...../w\.+.I t..M al f 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 VERTICAL7z; STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. FOR TRUSS DESIGN VERTICAL STUD 4) - 16d NAILS 2) 10d NAILS INTO 2X6 2X4 SP OR SPF 82 SECTION A -A STDTL08 y. 2X6 SP OR SPF N2 DIAGONAL BRACE 16d NAILS SPACED 6' O.C. 2X6 SP OR SPF M2 TYPICAL HORIZONTAL BRACE NAILED TD 2X4 VERTICALS V/(4) - IOd NAILS SEE INDIVIDUAL ENG INEERING DRAWINGS CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. Q VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, ROOF B 3X4= PLYWOOD SHEATHING TO A 1 SHEATHING2X4STOSPFBLOCK DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1. 2. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. CONNECTION BETWEEN BOTTOM 2)- 10d CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND'PERMANENT BRACING OF ROOF SLS4. BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP 03 OR y BETTER WITH ONE ROW OF 10d NAILS SPACED G' O.C. TRUSSES B 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-O'O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE o 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 EXCEEEOS L/240. TO BLOCKING WITH (5) - 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DD NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'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 BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP831STUD 12'D.C. 3.8.10 5.6.11 6-6-11 11-1-13 20 SP #31 STUD 16' O.C. 3.3.10 4-942 6-6.11 9.10-15 2X4 SP 431 STUD 24' O.C. 2-8-6 3.11.3 54-12 8-1-2 2X4 SP #2 12' O.C. 3.1D-15 5-6-11 6-01 11.8.14 2X4 SP #2 16' O.C. 3-6-11 4.9.12 6.6.11 10-8.0 2X4 SP G 24' O.C. 3.14 3.11.3 1 6.2.9 9.3.13 DIAGONAL BRACES OVER G' - 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 IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF N2 OR SP #2. END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FPRQARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-09.1010 E DETAIL WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90%% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS STDTL09 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 20 2X4 T-BRACE 20 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. C 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•1ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH VEB VITH (3) - 10d SCAB WITH (3) - IOd TO TOP CHORD NAILS (0131' X 3') NAILS (0131' X 7). r ATTACH TO VERTICAL BWITH LS (01313) X 3 ) NAILS BLOCKINGBEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -J 4 ATTACH TO VERTICAL ANCHOR TO ATTACH WEB VITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH ( 3) - IOd NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) 012 X 3' WOOD SCREWS 0216' DIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS 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) - IOd NAILS ( 0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED VITH A VERTICAL). BLOCKING BY OTHERS) FERRUXRY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 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 SHOWM. 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 c.135 93.5 85.6 74.2 72.6 63.4 0 162 108.8 99.6 86.4 84.5 73.8 r> 128 74.2 67.9 58.9 57.6 50.3 u p J 131 75.9 69.5 60.3 59.0 51.1 148 81.4 74.5 64.6 63.2 52.5in N M1 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (D.162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 115 COOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 3(r TO 61r 45.00' ANGLE MAY VARY FROM 30' TO 6Cr 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 7x 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 ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL11,2 ' A•1 ROOF TRUSSES 4451 ST LUCIE BLVD. FORT PIERCE. FL 34946 772409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 3D• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THEMEMBERENDASSHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 0 131 59 46 32 30 200 J 135 60 48 33 30 20 7 162 72 58 39 37 25 J 0 128 54 42 28 27 19 LD W Z OJ 131 55 43 29 28 19 148 62 48 34 31 21 J fVJ Q M Z 120 51 39 27 26 17 7 O 128 49 38 26 25 17 131 51 39 27 26 17 J M 148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') VITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDINGDESIGNERISRESPONSIBLETOSPECIFYADIFFERENTCONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR Sl IE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW F'EBRU AIRY 5, 2016 I TYP 2x2 NAILER ATTACHMENT I STDTLI3 it A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 Kw- _cfl 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. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS Y A-1 ROOF TRUSSES 51 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011 (21-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON HS ntr rtyt;...v. r•t t tom uFtit(5ottrl tttc nm t tetraearnr..nptt tntc.;tYsra r. as ry e.wnr..r Pit. at uw. My..p1/I r. ar.. i t..• rt ur..lunH.. w Y•x rw.w oHwr f OIM.we.tU..tilu.drr111Ya.rtl.rY.urytgw...lptq trn YUU..tir.gn..u p•o1r./rt.tw.ry..Hurray/rNp Yw.aff..friN.l,, ,ml. l 1gwYlrlbYt..YR.+Y1 Anthony T Tombo III. P.E. r.u Y„t.wtrywY Yrn..rYn ro....ro.r..s.ueq..rrllti Y,y.,.r.rtsrroL nrr.elaraorrmi tr nw rprr.•wq.rYn..aallM trq.w.r.e.trY.r.n rr. 9eM3 r t,a•lar.t•.14rw U.rt u...r q./tree.l.lNlnlrY+.ahw.r.7Mt rr.r.MlarrMaatrfat...swAr r+r.. nH.Mrm..rr.rw,Ir 1-1.qw, Yn,Irr 4—..nat r.... J.o 4431 St. tulle owd. s.r H.ta.u.eq.t•maarbtwtl.r t.r.tryt..nWrt.ta tryr.. Ywtt.r, Yvt..•+wa+rt uetrtsan..ntrr.mt Fort Pierce. Ft 34946 tM7ri,YtO7111 b1IM Imwt•IIYOw/I.Iu.10.,1. lepN.Nwrdif las.u.iY elbr..itpYYiML1:eMrtk.tiorr le.anun aa•I It.l4.tut•4AM11,IwMIG, 1.1. STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTLI5FEIRY17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X6 2X4 2X6 2X4 2X6 2X4 2X6 FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 , : A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772- 09-1010 TRUSS CRITERIA: LOADING: 4D-10-D-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM N2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON VIRE NAILS (148' DIA. X 3') SPACED 6' 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 IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 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 IF t•.. J. :a.!.. a. /r: w..... ....\.r .'\.'%.../ y. < i C"Ji t yJ....\Ji y.. Mrr G l ii Oil 1 a L u n 5:,::• i I i gm:,w.iCY.:Ua:..Cb fd N2Y:.a:;r\!Q\`i.Ci'/.f\`Ci7 a as , o•?••?•r 0! • 3'A!£ : ;t'i':3'. J' '\yi>.<>S' J CY,.,;:n'.. Y:: J D;:•::'.:•?•i..:•: IGS,;: C"C.; ,Z jY,tG t% s: y 13r_. i i.'i:.SS:i:;''C-`.%r"i Oy:._,:..,: fir:::;' v"a'. n RE f s 3I wm f P.n..:i 1• il Q A`a4'A • : i&ic:"(CC;o a w£'7: ? S.z\i.£.@7 ME, y ca.•_a• u.\:;?rx><,r a\...s.a aa...c>ars 5r— 111 0111 SERN7L 2: U&CAJn W00WC04Ct)N• wire.u.s Nu 0L: ALL INUhb I WALL AIVU/UN 1NU:a1 1U LEDGER CONNECTIONS BY BUILDER = ? = s UNLESS NOTED OTHERWISE) e2 1 _ : a a rid PA 42 . . NOTE: ALL CEILING DROPS BELOW BEAM ARE -'r 6 y ? _ 2 BY BUILDER (UNLESS NOTED OTHERWISE) _ 8 r In s NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO A - E i SHOW TRUSS I D. AND TRUSS LOCATION ONLY. ' S ' # ^• ! a THE BUILDING DESIGNER IS REPSONSIBLE FOR THE ! _ STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. i i 6 s_ 4 e REFER TO THE INDMDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. ' Y - 3 s e 3 saaz% FOR BRACING A ERECTION DETAILS REFER TO BCSW3 AND/OR ENGINEER OF RECORD e _ _ : a i s.3.4 C s: e=:c % X&e Z pfip5mi:: w a w REPRESENTS THE LEFT SIDE OF = Qe S - : i g EACH TRUSS DRAWING v l JUS24 I I- I MOTs ISBN AWS I Iv) MSIM22 0- f G$ r 3 c• I TND26 I ;i(tMur16 6- - 1L s 3 sslis OD THD2D © IUC26 • _ '¢ _ e efi sEJt:a FOTHD28.2 a S:-p AM6 ... Fg Eaag HANGER BY BUILDER =zg; LOADING ROOF FLOOR WIND LOAD 3 ` s u C - s 6 e : - n a LIVE LOAD 20 ASCE 7-SO - ji 8p [ _ _ C ouDEADLOADSO150MPHE1IPC = 2 cruse: 6_ e LIVE LOAD SO• - CATEGORY 11 si S=gE'ai uDEADLOADSOENCLOSED6 Pff R DATE BY •f' ggsTrs sREMARKS - F S j E a_ C 01 04/ 12/18 JT CODE UPDATE '?sa: a - Ir It is understood Iha1 above Q _ ODfWgions have been reviewed APPROVED ! a e M . i " are gable Afabn acceptableattruss es. APPROVED AS NOTED = a = elalydl101fa ate' REVISE AND RESUBMIT j s = _ e elevationslpllNles, beenn0 = : REJECTED c obflddiOns A all deteU pMaining - - q ad to the UuSS placement plan No bark charges web be accepted is wUmad previous wnnen DATE .: _ F = : . _ appmvdl hpn an A•1 Root a e e ; _ = E Trusses re esentative. REVIEWED BY ' PLAN DAIS ARCH: 08•17.2018 STRUCT:-/••/-- a a e ' o CUSTOMER RYAN HOMES - t JOB NAME SFASIDE.1 •6• Y j 6 = e l B° - fE_ e= LOCATION FMAEAl1rU7ACRCR ul"asaft n AY CO/ALI0MTNIY 1EENSINGTON/LOT 12 BTMLDEE BIG 8 s215 JOB a 72222 MASTER SYRCSSIBDT DRAWN SCALE € : Ira 2 DATE 09- 13.2016 ' t: e z s AE N1. S .}t`33^Si ss a= 3sd gel A- 1 ROOF sas=` TRU55E5 =e =_ A FLORIDA CORPORATION Ph 772• 4D9-10101 Fax 772409-1015 S r : - g rrlplAvlrw.ellNu coot -_ e 3 s i l L a TOTAL LOAD 0 FBC•4017 Z DURATION FACTOR 125 TPI.2010 AUG 2 0 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION 7iPERMIT APPLICATION D -- AppUcation No: 41 I Z K C Y1 S i n Y1 Documented Construction Value: $ Job Address: t3 "fj J I IYUC!! (_C Historic District: Yes NWK Parcel ID: Residential Commercial Type of Work: Newkj Addition Alteration Repair Demo Change'of_Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info@api-orlando.com api-orlando.com Property Owner Information Name Q:- I C Phone: Street: Resident of property? . City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code s IRevittd: June 30, 2015 Permit Application .4 4q . 1 NOTICE: In addition to fe requirements of this permit, there may be additional restrictions applicable to Otis 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. 7be 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 cfI'cct 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 wben the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sipomm of Owaa/Agent Date Print OwaedAVM*o Name SiVaMMofNotary-State of Ptoridn pate Owner/Agent is Personally Known to Me or Produced ID Type of ID SigAat= of CMbvc odAgent "" V A. 7homm Smith PrintCoatm=dAppw'e Now sign. rc o . otary- oamid 8mitl Da NOTARY PUBLIC y STATE OF FLORIDA cam* C3t3196869 t Expires B la( 21 Contractor/Agent is X Personally Known to Me or 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTEUTIES: CObUW39fS: Fire Alarm Permit: Yes No WASTE WATER ENGINEERING: FIRE: BUILDING: Reviu& June 30, 201 S Permit An iatim FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002547 Date 8/20/18 Application pin number . . . 984435 Property Address . . . . . . 3734 HANWORTH LP Parcel Number . . 17.20.31.5VC-0000-0120 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 351764 Application desc need noc RIS ON FILE Owner Contractor RYAN HOME RYAN HOMES 4307 VINELAND RD #H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 3327.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1071521 Permit pin number 1071521 Sub Contractor ADVANTAGE PLUMBING INC Permit Fee . . . . 120.00 Issue Date . . . . 8/20/18 Valuation . . . . 0 Expiration Date . . 2/16/19 Qty Unit Charge Per Extension 20.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 120.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25:00 O1-APPLCTN FEE -PLUMBING 2500 ' O1-BLDG PLAN REVIEW 1278.00 02-CURB CUT/DRIVE - S/F 40. ^ O1-FIRE IMP-RS 9-2017 38 .81 ,/}A O1-LIBRARY IMPACT FEE 4.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD AUG 2 2 2018 BUILDING & FIRE PREVENTION i PERMIT APPLICATION Application No: / - J-5,41 7 s- t Documented Construction Value: $ _ L4 ` to (,p Job Address:3 1 L)' ) CLn O pf +i Lcx:)'.Lo Historic District: Yes No Parcel ID: ResidentiaA Commercial Type of Work: Nev_g Additions Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 2L, O-V--\ C' Phone: 0 b 7 - (0 Street: Resident of property? P P rty? City, State Zip: _J d R YA L P) a1g ) Contractor Information ,.[ r Name Phone: " i ear% -• (D LI h) . 8'?Dh Street: to ` Fax: y -) - (n l - r Q1 City, State Zip: ) r State License No.: ze Name: Street: City, St, Zip: Bonding Company: Address: 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: Slb Edition (2014) Florida Building Code Revised: ) unc 30. 2015 Prnnit Application o I 09 r 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 submidal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signant a of Owncr/Agem Date Tignaittyc of Contraetor/Allent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D r bra Print Con ctor/Agent's Name C nature of Notary -State of Florida Date a 0pul'. PAMELASTERNUS Commission # GG 110622 y o Expires August 7.2021 Fo aoncta rMu eudgcu tteusry Sms:e+ Contractor/Agent isX Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00002547 Date 8/22/18 Application pin number . . . 984435 Other Fees . . . . . . . . . 01-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 9000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 42.07 O1-BLDG DBPR SURCHARGE 61.28 Fee summary Charged Paid Credited Due Permit Fee Total 80.00 00 .00 80.00 Other Fee Total 17495.93 17466.93 .00 29.00 Grand Total 17575.93 17466.93 .00 109.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002547 Date 8/22/18 Property Address . . . . . . 3734 HANWORTH LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0120 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1073139 Permit pin number 1073139 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / UNIVERSAL Wo, S Pr rest o. 0110.1No: 3 0732.0000 ENGINEERING SCIENCES Report Date: 8/27/2018 Consultants In: Geotechnical Engineering r Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspectiontrrn3BuildingInspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Ryan Homes 4UES Technician: Sammie Edwards 307 Vineland Road, Suite H2O Orlando, FL 32811 Date Tested: 08/27/2018 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: 3734 Hanworth Loop (Lot # 12) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture loci Field Dry Density pcf) Field Moisture I!%) Soil Compaction Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 105.4 12.2 106.8 7.0 101 N/A Pas: 2 South Footing 1-2 ft 105.4 12.2 107.2 5.2 102 N/A Pas: 3 West Footing 1-2 ft 105.4 12.2 104.3 5.5 99 N/A Pas: 4 North West Comer of Pad (TOF) 1-2 ft 105.4 12.2 102.7 3.8 97 N/A Pas: 5 1 Center of Pad (TOF) 2-3 ft 105.4 12.2 101.0 3.0 96 N/A Pas: Remarks: TOF= Top Of Fill . T nn/nhlinh n-.....el --m'0 nn /n I ILn G..hl:n nn•1 n..r-nh•ne n11 rrsnn Fw nrn—h•-:Nnd — —F4-6.0 n• —rh• nl nv nlinnln —4 e..Ihnri.n/inn LOT II U VV 1,% V L 75.00_ a 15' WALL & LANDSCAPE ESMT. 27.76' — 1 — — — — — — — — — 27.87_ LOT 12 7 16.0' 12.49' 18.3' o 0 15.7' K FORMBOARO FOUNDATION ti TOP OF FORMS - 27.40' NO FORMS N 5.0' h 18.7' d 15.7' 12.49' FORM FORM ENDS ENDS 25.2244' 26.47' 10' UiilliY ESMT. B.B.) S 00°19'09" E 75.00' HANXORTH LOOP 50' PRIVATE R/W) 6 G LTI LOT 13 y`' 290.06' LOT 6F Jv---- - - - --e PROPOSED — FINSHEO SPOT GRADE ELEVATIONS BUILDING SE7L3ACK5: AS FURNlSHEO FRONT = 25T PER DRAINAGE PLANS PLOT PLAN AREA CALCULA77ONS REAR.— 20' PROPOSED DRAINAGE FLOW t GFO IMPERVIOUS COVERAGE = 3,973t SQUARE FEET OR 44.1R SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A Oy LOT CONTAINS 9,000t SQUARE FEET LIVING AREA CONTAINS 3,136t SQUARE FEET SIDE - 7.5' FOR 60' LOTS SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS a 27.4' QQOQ CONE LANAI PORCH CONTAINS 837t SQUARE FEET SIDE STREET = 25' GRUSENMEYER- SCOTT & ASSOC., INC -LAND SURVEYORS LEGEND LCGM 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 iD PS POINT ON LINO HOTEs IP. DOH PIPE PRL POINT m' REVERSE CURVATURE 1. THE WONFSIGNED DOES HEREBY CERRFY THAT DDS SURVEY MEETS THE STANDARDS OF PRACRCE SET FORTH BY W FLORIDA BOARD OF IR OON ROD P= POINT OF CC7 wND` CURVATURE PROFESSIONAL SUMVIDAS AND MAPPM INCHAPTER 3V-17 FLOIODA ADYDOSTRATNE CODE PURSUANT TO SECTION 47Z027. FLORIDA STATUE CX CTLR. SECONCRETE ICNRFM I/ t• IR/Dl! A59i WL NA RADIAL ION -RADIAL Z UIL6IRt S DAMMEDMMSVCMISSIGNAIVRE AND ORMOM RAISED S HOSUR S VEY WREIP OR COPIES ANOTVAXRf2. RECOVERED VP. VIITNESS PONT J. TIOS SIDTVEY WAS PREPARED FROM 711LE INFORMATION FURNISHED TO THE SURVEYOR. iHEAE MAY BE OTHER RESTMCROIIS PDX POW Or SCGD011MG CALC. CALGAATED OR EASEMEMS THAT AFFECT 7TOS PROPERLY. A.C. POINT OF CDID CbrEM RK PEMAN[HT RLIOtDICC IaMJ1tCNi 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ' t CCNTERLDC Fir FINISHED FLOOR ELEVATNDA A THIS SURVEY 6 PREPARED FOR ME SOLE BENEFR OF THOSE CERRFIED M AND SHOULD NOT BE RELIED UPON BY ANY OTHER CHITTY. HAD RN NAIL L RM RMPT-D/-VAT D3L DA BU OTNO SETPACK LIESENCWNRK G GMEN9ONS SHOWN FOR THE LOCATION OF D/PROVENENLS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. EslIT., E AgNEKT as BASE REARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEAR06 (LB.) i w +e o u/ o o l 55ec 15 lightyears, Inc 15 lightyeaFs-- 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 Q ` To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https:/Itinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 1% Timothy ith 15 Llghtyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door rest) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: job Information Builder: 44atvxvs Community: Kv_r-%5't Lot: t 2 Address: F734,-O' fi0-#i Unit: City: ;5f}n4!rj State: E- l Zip: -32773 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. ERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): = p 7 X 60 = Z 6 (f 1 Z' = 4 - 5 Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans ASS Ventilation isMechanical not required) &-focle software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(f), (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. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 I hereby verify that the above Air Leakage result a in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements ac 'ng to the ompliance ethod selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) 61 . Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Fj -ur i scliction: Permit #: I % _ ZS'4"7 Job Information Builder: IZ0"44,or%cs Community: K,er,5tr%.bm Lot: tZ Address: 67341 MFAW--be-I- , unit: City: 3 L( State: t=t Zip: 3327 73 Duct Leakage Test Results System 1 L cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. s the air handler unit installed during testing? YES (toa) [:]NO (sqo.') performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the Zrj 3 = 0.0/ Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Squiz Leakage Type selected on Form Qn specified on Form R405-2017 R405-2077 (Energy Calc) or R406-2017 (Energy Calc) or R406-2077 A/A; Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the ce method selected above. Az Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNA137 Issuing Authority: RFSNFT Copv of License / Certificate of the tester must be attached) Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt W HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR 1 RF I # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 2 Tim Smith, RESNET Quality Assurance Designee 15 19ightyears RESNET QA Provider # (1998-199)