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HomeMy WebLinkAbout2323 Kelmscott Ct 17-3546; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT 35 4 (10 STATEMENT NUMBER: 18100000 DATE: January 11, 2018 1 ` BUILDING APPLICATION #: 18-10000035 J Jl0 _ BUILDING PERMIT NUMBER: 18-10000035 UNIT ADDRESS: Kelmscott Ct 2323 17-20-31-SVC-0000-0730 3 C TRAFFIC ZONE:022 JURISDICTION: J 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 Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2323 KELMSCOTT COURT/ KENSINGTON RESERVE LOT 73 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADSN/A g- COLLECTORS Housing 00 1.000 dwl unit 00FIREnRESCUEmily 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N§A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT CA RECEIVED BY: ..1,MbpS IGNATURE: PLEAA PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ADVISED THAT THIS IAITAOEECNTHE MNOLEOUNTYOD, IRE/RESCUELBRRYYAND/ORDUATIOOAL 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk 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 PLAN IMPLEMENTATION 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 t AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 1'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11-3S4' y 1f Documented Construction Value: $ 00 2323 Kelmscott Court Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0730 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Phone: 407-692-9820 Fax: Title: Production Admin Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 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: N/A Address: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code UJ 43. Revised: June 30, 2015 Sr) 3 -2, , Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required . in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ction and zoning. 11/29/17 _AA 11/29/17 Stgnatu weer/Agent Date Signature of Contractor/Agent Date Vicky Otero Print Owner/Agent's Name i1(Zgli, Signature of Notary -State of Florida Date Sy ?t"'e' MEAGAN LYNNE FOWLER MY COMMISSION # GG 0=53 EXPIRES: January 17.2021 or F704ip Bonded Thn+ Budget Notary Sef*n Vicky Otero Print Contractor/Agent's Name ltl2q 1( 1 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 0, FLOP Bonded Thru Budget Notaly Serwoes Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced IDS Type of ID i BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Z Electrical® Mechanical® Plumbing[j Gas[] Roof Construction Type: Via Occupancy Use: &I3 Flood Zone: x _Sew K—.TgcHED Total Sq Ft of Bldg: 31 I S Min. Occupancy Load: I ,(o # of Stories: — New Construction: Electric - # of Amps Zoo Plumbinlg - # of Fixtures 2-0 Fire Sprinkler Permit: Yes No [3 # of Heads Fire Alarm Permit: Yes No [3 APPROVALS: COMMENTS: ZONING UTILITIES: ENGINEERING: iPa(_ FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 30. -7 '/e iMP. SOYhrtiarlarl WASTE WATER: BUILDING: 4F I.1-1 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: s4 Documented Construction Value: S 94.459.00 Job Address: 2323 Kelmscott Court Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0730 Residential X Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required . in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr I iction and zoning. 11/29/17 11/29/17 Signatu caner/Agent Date Signature of Contractor/Agent Date Vicky Otero Print Owner/Agent's Name tt12glt1 Signature of Notary -State of Florida Date ape,oy Put, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 a, EXPIRES: January 17. 2021 f OF F%P* Bonded Thru Budget Notary SC AM Owner/Agent is _x Personally Known to Me or Produced ID Type of ID Vicky Otero Print Contractor/Agent's Name It 12,c( l Signature of Notary -State of Florida Date eoA Rr °uera, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 QP Bonded Ttuu Budget Notary $0NIM1Ff 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 Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures, Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: — 72/NVASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application 11111111111111111111111111111111 till lilt THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 17-3546 GRANT IIALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9072 Ps 1165 (1P9s) CLERK'S ? 2019015383 RECORDED 02/09/2018 10:34:36 AM RECORDING FEES $10.00 RECORDED BY hdeyore Parcel ID Number: 17-20-31-5VC-0000-0730 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 # 73 of Kensington Reserve 2323 Kelmscott Court 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: U15 Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name. NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson 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. V Ignatu f Owner or Lessee. or Owner's or Lessee's Auf dzed OMcer/Director/Panner/Managen Dayna Whitson Assistant Secretary Print Name and PM -Ada Slgnst(rys Tide/Office) state of Florida County of Oranagi The foregoing Instrument was acknowledged before me this day of I e 20 18 by Dayna Whitson Who is personally known to me IX OR Name of person malting statement who has produced Identification type of Identification produced: TRACY LEIGH MCDONALD MY COMMISSION u F 12 EXPIRES October Oa,tlEE COURT 8Y " =V'r Y Date DEPUTY CLERK REQUEST FOR TUG & PREPOWER AGREEMENT 4 ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: CorojectName: Kensington Reserve Project Address:2 37 .?2 _I ' S cA L Building Permit #: (1 — 2, S TO 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 Name f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: t CALLED INTO: Rev. 02/+10/15) d 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 Signature of El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on / / REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 1 I - 3j'-1(e Address: 7 323 Lec-&ISccrr C"4- 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLIN IUMBING PERM I, Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 1 0 , City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FI- Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 2323 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0730 Phone Number: 407.692.9820 Email: votero@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) O ICI L US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 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: BP# 17-3546 Reviewed by: Michael Cash, CFM Date: December 11, 2017 1 • 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & N0:0, 877- Landscaping in Right -of -Way www.uMordfl 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 •m..tuwpelottr size and location of the existing right-of-way and use shall be provided or application could be delayed. Celle anr.rWft 1. Project Location/Address: 2323 Kelmscott Ct , 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 submitte b . Property Owner: Signature: mj Print Name: Vicky Otero Address: 4307 Vineland Rd #H- 0 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: 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 end unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee 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, indemnity, 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 Citv'sAahtof-way. I have read and urWapt.vxtthe Oove statement and by signing this application I agree to Its terms. Signature: Date: 11 /29/2017 This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: t Z , ` - 1 Date: Nova~ 2015 Rani use nrlve,uer mf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11 1z9 1 1-1 I hereby name and appoint: Vicky Otero an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: z3Z3 V!E—t_. M. She l ma's Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this, 200 17 , by Robert Lattanzi or who has produced identification and who did (did not) take an oath. Notary Sea[) v vie MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17. 202 1 OF F70' BOndad T1- BUd"1 Notary S9NI005 Rev. 08.12) Signature 2-4 day of do , who is pers00"a1160 MC-A6AN FvW(,A--A Print or type name Notary Public - State of _ Commission No. My Commission Expires: as SCPA Parcel View: 17-20-31-5VC-0000-0730 Page 1 of 2 Asnan Property Record Card 00Parcel: 17-20 31-SVC•00 0730 Owner: BRISSON WEST PROJECT I LLC ecwoutaora rv,aono Property Address: 2323 KELMSCOTT CT SANFORD, FL 32773 Parcel Information I I Value Summary Parcel 17-20-31-5VC-0000.0730 Owner BRISSON WEST PROJECT I LLC Property Address 2323 KELMSCOTT CT SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2018 Working Values 20I I Certrfed Values Valuation Method Cost/Market CostfMarket Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14.000 14.000 Land Value Ag Just/Market Value " 14.000 14.000 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 14,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.S8 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 73 KENSINGTON RESERVE PB 81 PGS 815,92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 14.000 Schools 14.000 0 14.000 City Sanford 14,000 0 14.000 SJWM(Salnt Johns Water Management) 14,000 0 14.000 County Bonds 14,000 0 14,000 Sales Description Date Book Page Amount Qualified VaGlmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Lend Value LOT 1 ! $14,000.00 ! $14,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits 11 http: //parcetdetait.scpaft.org/ParcetDetaitlnfo.aspx?PID=1720315VC00000730 11 /28/2017 SQ.FT. CALC.'S OT FLR L"4G 1~ 8G FT. 2ND FLRL LIVING 1,331 Sa F F. TOTAL LIVING 2.421 6n FF. E34TR1' 35 $a FT. faARACf 4" Sa FI. LANAI 2" Sa FT. TOTAL NIS Sa FT. 00f4gBR AIOCI AD LA/p MR Egmw SM 6890M CALL .OLY! momlM WeRm 0 m1IM 0UDmI;iR 1 D l am -0 M' 84' S 24W/-3016O 2 24 3m OR 36' w 4 3VM-3tV 3 n 25-w 38' 63' 4 2AIDJ-30$ 3A n 25-W 3v 6Y 5 28A5/-31A8 4 33 N254" 16' 43' 5 7W-348D 5 49 W wo u' w S 263V-3330 6 n as W 63' 4 2&4W-3oZ WIND DESIGN CRITERIA A BASIC U3M0 SPEED P4:44 0 SECOND GUST) vALT.DO / VASO-116 PTPN G W1EPUL P1W66URE COEiFIC'ENT.. A! C. R15K CATEGORY -TYPE 11 D. OQSOCUI! CATEOOW C MOM, VALUES FOR C.0PP-OH M 3 CLADDWA PFi OWRE ARE BASW ON TIE MAL DEOMW MV GFWDD. MM DT R ED. (2044) ALLOIE T1ESE FMOSLOE;S TO DE PILTPLMO DP Di TO PEE T E wL CUAME OR HOMMAL TESTED VALUES USED DT F1a7DUCT MAPLFAC11gilE M MM1FRW TD ORIIMLL MAL ATICII Of ALL FRM" M8 7-V FFM bE R M OCR SLL E WFATID AD MUIED W T WAW A MNM TREATED MUT 3 V2' A cm RUM r'ne CABINET SECTION H 61K P. AFF.O FIRST FLOOR PLAN Arm E. V4 . 1'-0' B"AT1Q4'A' ARCNITECTI Design Grou I. 160 N MOULD KUM 9LVD LON0 00D. R 32730 FN..07.77.d070 FAA.07.7744073 AA. 00=20 @IIIIIIIIII I m E 0 t c Z sysDrV. s LOT. KENSINGTON RESERVE 1.OT/73) MODE Me SUMMERLAND VE[iSION/O1) PROJ=T#: 2997.000 PALM: FIRST FLOOR PLAN DATM 11 7 9CALiL` 1/4'=1'-0- 307 OONOBR AND CLACOO M LOAN wo MFACwBE IOI Sl000 MUGS CALL 6owm vaux m zm NLEHM Tom IBDITtOl I e 36, br S 2AW0.3111S 2 IS 36• 6r S 2A6SI-310 2A Q 3040-M 36• 4A' S PJLSI.Xv 213 IS 36• 6N' 6 2AW)-31AS 3 e 36, er S 296S)-310 4 e 1EW w 1 6 2343V-3S10 S IS ww5w 36• 6r 4 2AW/-3w 6 IS M fiGm 36' 6r 4 2A63h3w WIND DESIGN CRITERIA A BASIC BDD SPEED ITPH (3 SECOND GUST) V11L7•140 / VA5D.116 r'0'4 Q NTEFNAL FIREOG IBIE C X9*XZ R•. JS Q M K CATEC.ORT.T7rt 11 D. EWOSUIE CATEWW C NOTE, VALUES FOR C411POI®NTS 4 CLADDmG PIWSSURE ANM BASED CN THE % t DESIGN UM SFEM. FDM 6TH ED. (201A) ALLOIIA THESE PTOESSums TO BE TLLt111-LIED by 00 TO I'm THE ALLOUN.. OR HCHSIAL TESTED VALUES USED BY FACDLICT PLANJIACTU MM II016LFIWR TO CRTOO.L 66TALlAUM 01 ALL IRAIOG MMM PO FN M WE 14091 HOOK BILL SE 6FWOED AID TWA= W T3MW A MIM 1H2ATIV &RUT 10•-S AV4' 2lm. 0 - 9'-4' EIRCL WT. 01-0' Fm. RR - o• IL MAv HAID/YL ' aHMORMA BOTH A CONMLAR CNOW 6ECTHDN 6HALL HAVE AN OUnWO DIAJIUM 4P At LEAST I p nt MU AND HOI GWATEA TMM1 )!IDES /N NU P TOE HAICILAL a HOT COWA.AR IT SMALL HAVE A FOW'BTER Dr£N61QN OF AT LEAST 4 NOM (IISO Mt/ AND MW GMATER TMAM 6 i (YO MU OWN A rLAXI%n O WOM SECTION O DO'CN6U711 CIP t 1• (ST Mu 0N." SMALL HAVE A HUMM RADY6 A " NOW (O]S Mu ORAILING DETAIL E DATA:o= 07.37• AOS 010' +1' NOSDNC 0 DROP CFLJ/6 TO r- 6• 0) 7m IEAOERl, 6HDIN cm 64L03T I PWDR. ROOMU41l• NPORCJND.EA 2. 0 GIP \ l\\ 210 STT SED6lD OV LTd 6'-S' OG 100? LA Y Am- TAD hd 2a6 • t4. OC rwc — ------- 2.. 4 P.T. PLATE BOOM LV IPd OJT /MLS WOG FLAIL STAIR SECTION: 99-41T BRG. 1 L „e . I'-m. uEc— F IN ---eeaa--------------- I I I I I 2. 3._b. I'-e' S._4. 3'-4. O 4OB N Te' P R- eN l 6' o an 1 I µ. MAT f Cpzf 0 ff4r CL& O- IOJg I ® 4 SN 0 I I o 10' I 2'-4• O II'-b' 4• 3'•S' b BEDROOM 2 V-& Ca& 0 CLAL 4'- 0' 14'-4• C Y y BEDROOM 9 s CI s e Mj 4 nW- 0Cm R- EU 4- 0 EF 0' 4•-0F24 3'-D' b'•10 A w 21XI 6'-11 BEDROOM 4 6•- V CLA I0'-21xM'-3' 6' e m 6 mu- N. eu me 0 b'- 0' 9'-4• 6'-0' 21'- 4• J LSE a er aaaN eaal3 SECOND FLOOR PLAN SCALE. 1/4 . I'-0' ELEVA" •A• A I C M 1 T I C T A Deson Grou 1" 1II xOULD ATABAIT BLVA LONOM00. R 32700 FW. 07-77a6078 At. OT-TrA.oTB aA• 0003 O,mn AA •. 0003IS0 rtnmrv. & W21 KENSINGTON RESERVE LOT073) MODET1 SUMMERLAND VERSION/ 01) PROJECT#: 2997. 000 PAGE: SECOND FLOOR PLAN DATA.` 11/16/17 BCA. LM 1/4-=1'-0- 8tEEWP 4 OF 9 @COL UMNDETAIL- 6' INE 8' BMDNG \ i1PJ 2 DETAIL 3 DETAIL ENTRY & GARAGE ATTIC VENT CALLS LM or ATM 17114FL N1T r Mmn AMX ANU NNp® as an NwoN® TORNAnDN A16A Ln : 1« me s>a somr TOR TO m mm P01 V nN 91 QMMV V OF 90AR TORNAMN C V FWTm® V or 9oFFR TORNATON O V 2ND FLOOR ATTIC VENT CALLS UQU OF ATM Lma9n IRT rNIN TOmAMN AMU Opp 1 446 99R MQMM tO11NATm391 ANLA 4.« . IN nT "A NA MQLM D TORNAMN 0 UPPOI FDN®N Or ATM (0.5 103L9) M4 14A On IMM TOITNAT= AM m 90M TOR TZMATON PA LF n>, L79 TOTAL / OF Va PNOTNND A 0q® 90 TOImATON a TOT Cr 00 7» a MIQUIM V Or 30M TO7INAT10N s V PNDTMXD V Or 9DMT TZMATOII O V I I w C.I.PKC(1; RAM p,,YiI I I I TonlrEn C8'sm CowtFG PBt rasTM 0'-0' FN. FLR I I 0'-0' FIN. FLR r FRONT ELEVATION SCALE. V4 . I'-0' ELEVATION'A' ENTRY & GARAGE ATTIC VENT CALLS LIM OF AM 7ao9orL NR IMIS TON9ATNa AM Oq0® too aGTL UN® VENMATM AM (LOD a I« iA 9MM TOR TORNATON PA IF n 4 MQU N V OF SOM TO7mATM a v 6 r- ' m TEXIUM calKnom cwtNG F$t (A6tMCOATFER (A(TM CORM FIR (ASTM g Cu9) ffw) C961 fTYP 6 4 9 10'-S 3/A' 7ND FF. 1m'-8 3/4' 2.1D FF. T 5-4' BRr. WW.Q I -9 15Wi WaT. 8 -0' NDR NGT. 8 m NDR -*T. m m 0'-0'FN. R.M. m O'FIR _- REAR ELEVATION SCALE. 114 . I'-0' B"ATIQI'A' A l C N I T[ C TO G esi In 1M1 M. DOuA1D aAGD 9LYD. LOMLYIOOD. n =150 N1 40iiT440TA fAJL407.7T44072 wwwYNlp.,.w 4A 0. 000>IA75 BIIIIIIIIII I 9UBDM AL LOT. KENSINGTON RESERVE LOT/73) ffiMODt SUMMERLAND VERSION/OI) PRO TtCTp: 2997.000 PAGI.` FRONT & REAR ELEVATIONS DATM 11/16/17 BCAI.M 1/4'=1'-0' 8i1zor1 1 OF 9 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot73KensingtonReserveSummerlandAGR Builder Name: RYAN HOMES Street: 2323 KELMSCOTT COURT Permit Office: SApIFOJtD City, State, Zip: ' SANFORD , FL, 32773 Permit Number: # 1 nSANFORDOwner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2626.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1384.00 ft2 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(237.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor. Dbl, U=0.56 108.83 ft' SHGC: SHGC=0.29 b. U-Factor.Dbl, U=0.54 80.94 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 38.5 SEER:15.00 c. U-Factor. Dbl, U=0.60 48.00 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.380 ft. Area Weighted Average SHGC: 0.306 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.098 Total Proposed Modified Loads: 68.41 PASSTotalBaselineLoads: 69.06 I hereby certify that the plans ands ecifications covered by Review of the plans and t STq, this calculation are in compliance th the Florida Energy specifications covered by this v Code. calculation indicates compliance with the Florida Energy Code. m„ t PREPARED BY: NL/ ""' Before construction is completed ara,•°.•-„ c DATE: 11-10-17 Scntt Pratt this building will be inspected for spa ' " a compliance with Section 553.908 I hereby certify that this uil ing, as designed, is in compliance Florida Statutes. CADwiththeFloridaEnergyod WE, C4` OWNER/AGENT: 1 BUILDING OFFICIAL: DATE: DATE: f- 3 -r$ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 6.0 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.050 On for whole house. 11/30/2017 12:12 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lol73KensingtonReserveSum Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 73 Block/SubDivision: KENSINGTON RESE PlatBook: Street: 2323 KELMSCOTT CO County: Seminole City, State, Zip: SANFORD , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2421 22515.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 22515.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main — — 2 Slab -On -Grade Edge Insulatio Main 115 It 0 291 ft' 1090 ft' 11 0 0 1 0 0.38 0.62 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1499 ft' 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 fl' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1384 fF 0.11 Wood 11/30/2017 12:12 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space en Q-Value E=14on Ahzor GraA u 1 E Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 1`12 0 0 0.6 0 7 N Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft' 0 0.25 0.3 0 DOORS ff Om( Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None 25 3 6 8 20 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.56 0.29 30.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 E 2 Metal Low-E Double Yes 0.54 0.32 16.2 ft' 1 ft 0 in 10 ft 10 in Drapesiblinds Exterior 5 3 S 3 Metal Low-E Double Yes 0.56 0.29 12.0 ft' 1 ft 0 in 1 ft 2 in Drapesiblinds Exterior 5 4 S 3 Metal Low-E Double Yes 0.56 0.29 30.5 ft' 1 ft0 in 1 ft 2 in Drapestblinds Exterior 5 5 W 5 Metal Low-E Double Yes 0.56 0.29 15.3 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 W 6 Metal Low-E Double Yes 0.54 0.32 32.4 ft' 1 ft 0 in 10 ft 10 in DrapWblinds Exterior 5 7 N 7 Metal Low-E Double Yes 0.56 0.29 5.3 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 N 7 Metal Low-E Double Yes 0.56 0.29 15.3 ft' 1 ft 0 in 1 ft 2 in Drapesiblinds Exterior 5 9 N 8 Metal Low-E Double Yes 0.6 0.32 48.0 ft' 11 ft 0 in 0 ft 10 in None Exterior 5 10 N 8 Metal Low-E Double Yes 0.54 0.32 32.4 ft' 11 ft 0 in 0 ft 10 in Drapestblinds Exterior 5 GARAGE a' Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft' 459 ft' 58 ft 8.7 ft 3 INFILTRATION ft Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000355 2251.5 123.61 232.46 3187 6 11/ 30/2017 12:12 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split 4 SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply — Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling(] HeatinI Jan Feb jj jj Mar Jan Feb ()Cj Mar r fAprI Ma n Jun Jul May Jun Jul Au AuSep Se Oct Oct Nov NNov Dec Dec Ventin [ ] Jan Feb [[)XC]] Mar XJ A r May Jun Jul Aug Se 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 11/ 30/2017 12:12 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2323 KELMSCOTT COURT, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U-Factor: Dbl, U=0.56 SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.54 SHGC: SHGC=0.32 c. U-Factor: Dbl, U=0.60 SHGC: SHGC=0.32 d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1384.00 ft' 2421 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 108.83 ft' a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 80.94 ft' 12. Cooling systems k8lu/hr Efficiency 48.00 ft' a. Central Unit 38.5 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 4.380 ft. 0.306 Area 14. Hot water systems 1090.00 ft' a. Electric 291.00 ft' b. Conservation features ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliari NatW& /, Builder Signature: 11 .IV' A Date: 11/30/17 Address of New Home: 2323 KELMSCOTT COURT City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 04{HE a F NO p a COD WEJ Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For 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. 11/30/2017 12:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 9 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2323 KELMSCOTT COURT Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues] 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 verifythat the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 manufacturers instructions and the criteria listed in Table 402.4.1.1. 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 of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas 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, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAIWDMA/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. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 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. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. f] 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. R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards 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)(Q, (g), or (i), Florida Statutes, to be 'substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/30/2017 12:13 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carving fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3.. R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 Shut down. A separate switch or a Dearly 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 bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by 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 TMA, 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. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment rapacity. 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 403.6, 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. 11/30/2017 12:13 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/30/2017 12:13 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lol73KensingtonReserveSummerlandAGR Builder Name: RYAN HOMES Street: 2323 KELMSCOTT COURT Permit Office: SANFORD City, Stale, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/30/2017 12:13 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotMensingtonReserv... wrightsoft• P P Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2M Project• • For: RYAN HOMES 2323 KELMSCOTT COURT, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30265 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.20F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 35611 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer:. Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 33511 Btuh Latent capacity: 5948 Btuh Total capacity: 39459 Btuh Model: GSZ140421K+ASPT47D14A 111% of load 111% of load 111% of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 27633 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 1220/o of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 89% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 OF 2017-Nov-18 09,58:01 wrightsoft' Right•Suite® Universal 2017 17.0.23 RSU23828 Page 1 IandAGR\Lot73KensingtonReserveSummeriandAGR rup Calc . MJ8 House faces. S Component Constructions Job: Lot73Kensing ton Reserv... wrightsoft• p Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 injue-ject intormation For: RYAN HOMES 2323 KELMSCOTT COURT, SANFORD, FL 32773 Location: Orlando/Jetport, FL, US Elevation: 105 It Latitude: 28ON Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 0.8 45.8 Simplified Average 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain fP 81uhAP--F 1P-"Fi9Wh 81uhV BWh Duh/IC' Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2' gypsum board int fnsh, 2"x4' wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window M, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mg no brk frm mat, cir low-e innr, 114" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11 It overhang (5.3 ft window ht, 0.83 ft sep.): 6.67 ft head ht n 216 0.091 13.0 2.52 543 2.35 507 e 366 0.091 13.0 2.52 921 2.35 860 s 194 0.091 13.0 2.52 488 2.35 455 w 381 0.091 13.0 2.52 960 2.35 896 all 1155 0.091 13.0 2.52 2912 2.35 2718 n 195 0.201 0 5.57 1084 4.37 851 e 324 0.201 0 5.57 1806 4.37 1418 s 59 0.201 0 5.57 330 4.37 259 w 345 0.201 0 5.57 1920 4.37 1508 all 923 0.201 0 5.57 5139 4.37 4035 271 0.097 11.0 2.69 729 1.75 475 n 5 0.540 0 15.0 78 15.9 83 n 15 0.540 0 15.0 228 15.9 243 e 31 0.540 0 15.0 456 39.2 1196 s 31 0.540 0 15.0 456 16.2 494 w 15 0.540 0 15.0 228 39.2 598 all 92 0.540 0 15.0 1369 27.7 2531 n 33 0.540 0 15.0 489 14.1 460 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, n 48 0.620 0 17.2 824 16.1 772 1/4' gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft Window ht, 0.83 ft sep.); 6.67 It head ht 2017-Nov-18 09:58:01 wrightsoft" Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 IandAGR%Lot73KensirgtonReserveSummerlandAGR.rup Calc . M.18 House laces: S 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, a 16 0.540 1/4" gap, 1/8' thk: NFRC rated (SHGC=0.31); 50% drapes, medium; 1 w 16 0.540 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht w 17 0.540 all 49 0.540 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, s 12 0.540 1/4' gap, 1/8" thk: NFRC rated (SHGC=0.31): 1 If overhang (4 ft window ht, 1.17 it sep.); 6.67 It head ht Doors 11J0: Door, mtl fbrgl type s 20 0.600 11 DO: Door, wd sc type n 18 0.390 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2' 1384 0.026 gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6' thkns, carpet fir fnsh, r-13 cav ins, gar ovr 291 0.068 22A-cpl: eg floor, light dry soil, on grade depth, carpet fir fnsh 115 0.989 1 + wrightSoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Z&-...IandAGR\Lot73KensingtonReserveSummertandAGR.rup Cale . MJ8 House laces: S 0 15.0 244 33.9 553 0 15.0 244 33.9 553 0 15.0 251 33.9 568 0 15.0 740 33.9 1675 0 15.0 179 15.9 191 6.3 16.6 334 18.5 372 0 10.8 193 12.0 215 38.0 0.72 997 1.41 1955 13.0 1.88 548 0.98 284 0 27.4 3150 0 0 2017-Nov-18 09:58:01 Page 2 SummaryectPro Job: Lot73Kensington Reserv... wrightsoft` 1 Y Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Proiect Information For: RYAN HOMES 2323 KELMSCOTT COURT, SANFORD, FL 32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L. S. 11-18-17 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 22075 Btuh Structure 20739 Btuh Ducts 5558 Btuh Ducts 9527 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 27633 Btuh Use manufacturer's data y Ratelswing multiplier Equipment sensible load 1. 00 30265 Btuh InfiltrationMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3298 Btuh . Ducts 2047 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) 5346 Btuh Area (ft2 2421 24A Equipment latent load Volume ( ft3) 21176 21176 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35611 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref :8242633 Coil ASPT47D14A AHRI ref :8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31185 Btuh Heating output 38000 Btuh @ 47°F Latent cooling 7315 Stuh Temperature rise 27 OF Total cooling 38500 Btuh Actual air flow 1283 cfm Actual air flow 1283 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 24539 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofr 2017- Nov-18 09,58:01 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 1 40... IandAGR%Lot73KensingtonReserveSummerlandAGR.nip Calc . MJ8 House laces: S wrightsoft- Right-J® Worksheet Job: LotMensington ReserveSu... Entire House Date: ENTL By: BENTLEY DEL AIR HEATING & AIR 531 COOISCO WAY. SANFORD. FL 327CONDITIONING 1OND40oN6651 2 3 4 5 Room name Exposed wall Room dime RoomdimensionsdRoom area Entire House 8. 6 ft 273. 0 It 2464. 8 ft= GREAT RM 9. 3 ft 53. 0 It / cool 1. 0 x 576.8 ft 576. 8 fl= Ty I Construction number U- value 8tuhrttz• F) Or HTM Btuh/ 112) Area ( Ili or perimeter (ft) Load atuh) Area ( 112) or perimeter (ft) Load Stuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vjl IL---- 1t 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 2A- 2omd 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs 11J0 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 2A- 2om 12B- 0sw 11D0 168. 38ad 0. 091 0. 540 0. 540 0. 201 0. 540 0. 620 0. 091 0. 540 0. 201 0. 540 0. 091 0. 540 0. 540 0. 201 0. 600 0. 091 0. 540 0. 2D1 0. 540 0. 540 0. 097 0. 390 0. 026 n n n n n n a a a a s s s s s w w w w w n 2. 52 14. 96 14. 96 5. 57 14. 96 17. 17 2. 52 14. 96 5. 57 14. 96 2. 52 14. 96 14. 96 5. 57 16. 62 2. 52 14. 96 5. 57 14. 96 14. 96 2- 69 10. 80 0. 72 235 15. 94 15. 94 4. 37 14. 08 16. 08 235 39. 23 4. 37 33. 86 235 15. 94 16. 18 4. 37 18. 51 235 39. 23 4. 37 33. 86 33. 86 1. 75 12. 03 1. 41 236 5 15 275 33 48 396 31 341 16 236 12 31 79 20 396 15 378 16 17 289 18 1384 216 0 0 195 0 0 366 0 324 0 194 12 25 59 20 381 0 345 0 0 271 18 1384 543 78 228 1084 489 824 921 456 1806 244 488 179 456 330 334 960 228 192D 244 251 729 193 997 507 83 243 851 460 772 860 1196 1418 553 455 191 494 259 372 896 598 1508 553 568 475 215 1955 0 0 0 154 33 0 0 0 0 0 0 0 0 37 20 0 0 303 16 17 121 18 6 0 0 0 121 0 0 0 0 0 0 0 0 0 17 20 0 0 270 0 0 103 18 6 0 0 0 675 489 0 0 0 0 0 0 0 0 96 334 0 0 1504 244 251 278 193 4 0 0 0 530 460 0 0 0 0 0 0 0 0 75 372 0 0 list 553 568 181 215 8 Vjl I--- G 1 yl Vy G Vy I- IC Vy L.-- O Vy t-- G PII __ D C F F 20P- 13c 22Acd 0. 068 0. 989 1. 88 27. 40 0. 98 0. 00 291 1093 291 115 548 3150 284 0 0 577 0 53 0 1452 0 0 6 c) AEO excursion 0 203 Envelopeloss/ gain 17682 15767 5522 4348 12 a) Infiltration b) Room ventilation 4392 0 1421 0 930 0 301 0 13 Internal gains: Occupants @ 230 Appliances/ other 4 920 26301 3 690 230 Subtotal pines 6 to 13) 22075 20739 6451 5569 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 25% 46% 0 0 22075 565s 0 0 20739 V 25% 46% 0 0 6451 1624 0 0 5569 2558 Total room bad Air required (cfm) 27633 1283 30265 1233 8075 375 8127 345 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c mot,_ wri f7tSoft' 2017-Nov-1809,58:01 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 1 tandAGR\ Lol73KensingtonReserveSummedandAGR.rup Calc - MJ8 House faces: S wrightsoft• Right-JO Worksheet Job: LotMensingtonReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 1 m mRoonaeNOOK/KITCHEN STUDY 2 3 Exposed wall Room height 38. 0 it 9. 3 it heat/cod 11. 5 it 9. 3 It heat/cod 4 5 Room dimeruiorls Room area 13. 0 x 25.0 it 325. 0 ft2 1. 0 x 155.0 it 155. 0 ft2 Ty Construction number U- value BtuN( ti•F) Or HTM Btuh/ It Area ( III or perimeter (it) Load Btuh) Area ( Its) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vjf 12C-Osw 2A- 2om 2A• 2om 13A- 2ocs 2A• 2om 0. 091 0. 540 0. 540 0. 201 0. 540 n n n n n 2. 52 14. 96 14. 96 5. 57 14. 96 235 15. 94 15. 94 4. 37 14. 08 0 0 0 121 0 0 0 0 73 0 0 0 0 408 0 0 0 0 321 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fi---( yl y LG2A• 2omd 12C- Osw 2A• 2om 13A• 2ocs 2A- 2om 0. 620 0. 091 0. 540 0. 201 0. 540 n a a a a 17. 17 2. 52 14. 96 5. 57 14. 96 16. 08 2. 35 39. 23 4. 37 33. 86 48 0 0 233 0 0 0 0 233 0 824 0 0 1299 0 772 0 0 1000 0 0 0 0 107 16 0 0 0 91 0 0 0 0 507 244 0 0 0 398 553 yl L- G Vjl F- CC 12C- Osw 2A• 20m 2A- 2om 0. 091 0. 540 0. 540 s s s 2. 52 14. 96 14. 96 235 15. 94 16. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl D 13A• 2ocs 11. 10 12C- Osw 2A- 20m 13A- 2ocs 2A• 2om 2A- 2om 12B- Osw 0. 201 0. 600 0. 091 0. 540 0. 201 0. 540 0. 540 0. 097 s s w w w w w 5. 57 16. 62 252 14. 96 5. 57 14. 96 14. 96 2- 69 4. 37 18. 51 2. 35 39. 23 4. 37 33. 86 33. 86 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 0 168 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 451 0 0 0 0 0 0 0 294 Vj I-- G L-- G P D 11D0 16B• 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CF 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 157 98 Envelope loss/gain 3573 1956 1517 1344 12 a) Infiltration b) Room ventilation 666 0 216 0 202 0 65 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( limes 6 to 13) 4239 3371 1719 1409 Less external load 0 0 0 0 14 Less transfer Redsirtulion Subtotal 0 0 4239 0 0 3371 0 0 1719 0 0 1409 15 Duct loads 1 25% 46% 1067 1549 251% 461/e 433 647 Total room bad Air required (cim) 1 5307 1 246 49M 209 1 2152 1 100 2056 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wright:S0fr Righl•SuiteS Universal 2017 17.0.23 RSU23828 2017- Nov09Page 2 IandAGR% Lot73KensingtonReserveSummertandAGR.nrp Calc - M.18 House faces, S wrightsoft• Right-M Worksheet Enure House DEL AIR HEATING & AIR 531 COOISCO WAY, SANFORD, FL 327COND4To NING665 Job: Lot73KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 n 3 Room Height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 4.5 x &0 It 36.0 ft2 16.5 x 13.5 It 222.8 f12 Ty construction U-value Or HTM Area (ft2) load Area (ft2) Load number stut ft2••F) Btutt/ft2) or perimeter (11) Bluh) or perimeter (ft) Bwh) Heal cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 yl I- L-! 12C-0sw 2A-2orn 2A-2om 0.091 0.540 0.540 n n n 252 14.96 14.96 Z35 15.94 15.94 0 0 0 0 0 0 0 0 0 0 0 0 132 0 t 15 117 0 0 294 0 228 275 0 243 Vy I--G11 13A-2ocs 2A-2om 0.201 0.540 n n 5.57 14.96 4.37 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--G Y-G 2A-2omd 12C4sw 2A-tom 0.620 0.091 0.540 n a a 17.17 252 14.96 16.08 Z35 39.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjI mil' 13A•2ocs 2A•2orn 0.201 0.540 a a 5.57 14.96 4.37 33.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl f- 2 12C-0sw 2A-2om 2A-2om 0.091 0.540 0.540 s s s Z52 14.96 14.96 235 15.94 16.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjI D 13A-2ocs 11J0 0.201 0.600 s s 5.57 16.62 4.37 18.51 42 0 42 0 234 0 184 0 0 0 0 0 0 0 0 0 Vy L--G v F-C C P 12C-Osw 2A-2om 13A•2ocs 2A-2om 2A-2om 12B-Qsw 0.091 0.540 0.201 0.540 0.540 0.097 w w w w w 252 14.96 5.57 14.96 14.96 269 235 39.23 4.37 33.86 33.86 1.75 0 0 75 0 0 0 0 0 75 0 0 0 0 0 416 0 0 0 0 0 326 0 0 0 108 15 0 0 0 0 93 0 0 0 0 0 234 228 0 0 0 0 218 598 0 0 0 0 L-- D 1100 168.38ad 0.390 0.026 n 10.80 0.72 IZ03 1.41 0 7 0 7 0 5 0 10 0 223 0 223 0 160 0 315C F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-W 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 26 77 Envelope bss/gain 997 493 1145 1726 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Applances/other 0 600 Subtotal (lines 6 to 13) 1216 564 1596 2702 Less exterralload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 564 1596 2702 151 Duct bads 1 25% 46% 306 259 25% 46% 402 1241 Total mom bad I 1522 am 1998 3943 Air required (cfm) I 1 71 35 1 93 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right•Suite® Universal 2017 17.0.23 RSU23828 2017 Nov 18 0 Page 3Am ..IandAGR%Lo173KensinglonReserveSummertandAGR.rup Calc - MJS House faces- S wrightsoft' Right-JO Worksheet Job: LotMensington ReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CONDITIONING i ND4TIo N665 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 It 10.5 It 3 Room height 8.0 It heat/cod 8.0 It heal/cool 4 Room dimensions 5.0 x 5.5 If 1.0 x 1028 It 5 Room area 27.5 ft2 1028 112 Ty Construction number U• value Btuh/ Wt *F) Or HTM BtuNltl Area ( III) or perimeter (It) Load Btuh) Area ( ftx) or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 2A- 2om A- 2om 0. 091 0. 540 0. 540 n n n 252 14. 96 14. 96 235 15. 94 15. 94 40 0 0 40 0 0 101 0 0 94 0 0 36 5 0 31 0 0 78 78 0 72 83 0 L-1C 11 I I-- G 13A- 2ocs 2A- 2om 0. 201 0. 540 n n 5. 57 14. 96 4. 37 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G yl C 2A- 2ornd 12C- 0sw 2A• 2Dm 0. 620 0. 091 0. 540 n a a 17. 17 2. 52 14. 96 16. 08 235 39. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 121 0 0 113 0 yI G 13A- 2ocs 2A- 2om 0. 201 0. 540 a a 5. 57 14. 96 4. 37 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2om 2A• 2om 0. 091 0. 540 0. 540 s s s 2. 52 14. 96 14. 96 2. 35 15. 94 16. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y LO13A•2ocs 11J0 0. 201 0. 600 s s 5. 57 16. 62 4. 37 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G0.091 12C-0sw 2A- 2om 13A• 2ocs 0. 540 0. 201 w w w 2- 52 14. 96 5. 57 235 39. 23 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- 22A-2Dm 2A- tom 12B- 0sw 0. 540 0. 540 0. 097 w w 14. 96 14. 96 2. 69 33. 86 33. 86 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 PI-- D 11D0 168- 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 28 0 28 0 20 0 39 0 103 0 103 0 74 0 145 CF 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.9m 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 21 Envelope loss/gain 121 126 350 393 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( Hiles 6 to 13) 196 150 508 444 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 150 508 444 Duct loads 25% 46% 49 69 25% 46% 128 204 r15 Total room bad I 245 219 636 648 Air required (cfm) I 1 11 9 1 30 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSoft' 2017-Nov-18 09:58:01 9 Right-SulleS Universal 2017 17.0.23 RSU23828 Page 4 Ac c...IarudAGR\Lot73KensingtonReserveSummertendAGR.rup Cale . M.18 House faces: S wrightsoft• Right-M Worksheet Job: LotMensingtonReserveSu... Enure House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER W.C. 9.0 It 8.0 It heat/cool 3.5 x 5.5 It 19.3 It2 BED 2 10.5 It 8.0 It heal/cool 13.0 x 10.5 It 136.5 i12 Ty Construction number U•value BtutJltx•F) Or HTM BtutVlt2) Area (I12) or perimeter (ft) Load Btuh) Area (It2) or perimeter (ft) Load Btuh) Heat I Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V)1 12C-0sw 2A-2om 2A-2om 13A-2ocs 2A-2om 2A•2omd 12C•Osw 2A•2om 13A-2ocs 2A-2om 12C-0sw 2A•2om 2A•2om 13A•2ocs 11.10 12C-0sw 2A-2om 13A•2ocs 2A-2om 2A-2om 12B-0sw 11DO 1613-38ad 20P-13c 22Acd 0.091 0.540 0.540 0.201 0.540 0.620 0.091 0.540 0.201 0.540 0.091 0.540 0.540 0.201 0.600 0.091 0.540 0.201 0.540 0.540 0.097 0.390 0.026 0.068 0.989 n n n n n n a a a a s s s s s w w w w w n 252 14.96 14.96 5.57 14.96 17.17 2.52 14.96 5.57 14.96 2.52 14.96 14.96 5.57 16.62 2.52 14.96 5.57 14.96 14.96 269 10.80 0.72 1.88 27.40 235 15.94 15.94 4.37 14.08 16.08 2.35 39.23 4.37 33.86 2.35 15.94 16.18 4.37 18.51 235 39.23 4.37 33.86 33.86 1.75 12.03 1.41 0.98 0.00 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 71 0 0 0 0 0 Ill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 66 0 0 0 0 0 104 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 84 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 173 228 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 162 598 0 0 0 0 0 0 0 0 0 0 0 0 0 0 193 0 0 Vy I-G Vy L-G Vjl C Vjl ll----lC% Vjl L-- 0 Vy G yl II-{ P LD C F F 6 c) AED excursion 11 13 Envelope loss/gain 195 186 500 966 12 a) Infiltration b) Room ventilation 135 0 44 0 158 0 51 0 13 Internal gains: Occupants @ 230 Appliances/other 0 1 0 0 0 0 1 0 Subtotal (lines 6 to 13) 331 230 658 1017 Less external load 0 0 0 0 14 15 Less transfer Redsinbution Subtotal Duct bads 1 250/a 46% 0 0 331 83 0 0 230 106 25% 461% 0 0 658 166 0 0 1017 467 Total room bad Au required (cfm) 414 I 19 335 141 1 823 1 38 1484 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 01 wrightsoft' Right -suites Universal 2017 17 0 23 RSU23828 2017•Nov18 09:gegPage 5 tandAGR%Lol73KensingionReserveSummerlandAGR.rup Cale - MJ8 House faces: S wrightsof " Right-M Worksheet Job: LotMensing ton ReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CING 531 CODISCO WAY, SANFORD, FL 327 11 OND40 ION665 1 Room name BED 3 BED 4 2 3 Exposed wag Room height 10. 5 ft 8. 0 ft heat/cool 27. 5 1t 8. 0 ft heat/cool 4 5 Room dmensions Room area 13. 0 x 10.6 ft 137. 6 ft2 10. 5 x 17.0 it 178. 5 W Ty Construction number U- value BtutV( t-F) Or HTM BtuhAt2) Area ( 111 or perimeter (fl) Load 81uh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat I Cod 6 1y 12C•Osw 2A• 2om 2A- 2om 0. 091 0. 540 0. 540 n n n 2. 52 14. 96 14. 96 2. 35 15. 94 15. 94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I{----ffaa 11 Vy I-- G 13A- 20cs 2A- 2om 2A- 2omd 12C- Osw 2A- 2orn 13A- 2ocs 2A- 2am 0. 201 0. 540 0. 620 0. 091 0. 540 0. 201 0. 540 n n n a a a a 5. 57 14. 96 17. 17 2. 52 14. 96 5. 57 14. 96 4. 37 14. 08 16. 08 2. 35 39. 23 4. 37 33. 86 0 0 0 84 15 0 0 0 0 0 69 0 0 0 0 0 0 173 228 0 0 0 0 0 162 598 0 0 0 0 0 136 0 0 0 0 0 0 136 0 0 0 0 0 0 343 0 0 0 0 0 0 320 0 0 0 Ili yl I-- G Vy L-- G V) I 12C-Osw 2A• 2om 2A- 2om 13A- 2ocs 11J0 0. 091 0. 540 0. 540 0. 201 0. 600 s s s s s 2. 52 14. 96 14. 96 5. 57 16. 62 235 15. 94 16. 18 4. 37 18. 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0 15 0 0 69 0 13 0 0 173 0 228 0 0 162 0 247 0 0 t(-- lC' Vy D t12C- Osw CP 2A• 2om 13A- 2ocs 2A- 2om 2A- 2orn 12B am 0. 091 0. 540 0. 201 0. 540 0. 540 0. 097 w w w w w 2. 52 14. 96 5. 57 14. 96 14. 96 269 235 39. 23 4. 37 33. 86 33. 86 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 0 0 0 0 0 0 0 0 0 11DO 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 137 0 137 0 98 0 193 0 179 0 179 0 129 0 252 CF 211P-13c 0.068 1.88 0.98 0 0 0 0 137 137 257 133 F 22Acd 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 13 49 Envelope loss/gain 500 966 1130 1065 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: OccLgents @ 230 0 0 0 0 Appliarlces/ other 0 0 Subtotal pines 6 to 13) 658 1017 1543 1199 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Subtotal 658 1017 1543 1199 Dud bads 1 250% 46% 166 467 25% 46% 389 551 r Total room load I 823 1484 1932 1749 Air required (cfm) 1 1 38 63 1 90 74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hltsotFt' 2017-Nov-18 09:58:01 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 IandAGR% Lot73KensingionReserveSummerfandAGR.rup Ca4 - MJ8 House faces: S wrightsofC Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Job: Lot73Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 2 3 Room rye Exposed wall Room neight MASTER WIC 2 7. 0 n 0 n hwVcool BATH 0 ft 8. 0 ft heal/cool 4 5 Room ns Room area eaio 5.5 x 7.0 ft 38. 5 n2 5. 5 x 10.5 ft 57. 8 fl= Ty Construction number U• value Bluh/ ft-F) Or HTM Area (ft2) or perimeter (n) Load Btuh) Area ( ftj or perimeter (it) load Btuh) Heal Cad Gross N/P/S Heat Cod Gross N/P/S Heat I Cod 6 11 yl L-- 1Ca 12C- Osw 2A• 2om 2A- 2om 13A. 2ocs 2A• 2om 2A• 2omd 12C- 0sw 2A- 2om 13A• 2ocs 2A- 2orn 12C- Osw 2A• 2om 2A- 2om 13A• 2ocs 11J0 12C- Osw 2A- 2om 13A• 2ocs 2A- 2om 2A- 2om 12B- Osw 0. 091 0. 540 0. 540 0. 201 0. 540 0. 620 0. 091 0. 540 0. 201 0. 540 0. 091 0. 540 0. 540 0. 201 0. 600 0. 091 0. 540 0. 2D1 0. 540 0. 540 0. 097 n n n n n n a a a a s s s s s w w w w w Z52 14. 96 14. 96 5. 57 14. 96 17. 17 Z52 14. 96 5. 57 14. 96 Z52 14. 96 14. 96 5. 57 16. 62 Z52 14. 96 5. 57 14. 96 14. 96 2. 69 Z35 15. 94 15. 94 4. 37 14. 08 16. 08 Z35 39. 23 4. 37 33. 86 Z35 15. 94 16. 18 4. 37 18. 51 Z35 39. 23 4. 37 33. 86 33. 86 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 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 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 0 0 0 0 0 0 0 0 0 0 0 V L- Y-- f Vy I- CC W f-- o Vy L-- G yl L_ fr P L--• 0 11D0 16B• 38ad 0. 390 0. 026 n 10.80 0. 72 12A3 1. 41 0 39 0 39 0 28 0 54 0 58 0 58 0 42 0 82 CF F 2OP- 13c 22Acd 0. 068 0. 989 1. 88 27. 40 0. 98 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 10 A Envelope loss/gain 169 176 42 78 12 a) Ird6lration 105 34 0 0 b) Room ventilation 0 0 0 0 13 Irdernal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal pines 6 to 13) 274 210 42 78 Less external load 0 0 0 0 14 15 Less transfer Redstribtdion Subtotal Duct loads 25% 46% 0 0 274 69 0 0 210 97 251/o 46%1 0 0 42 10 0 0 78 36 Total room bad Au required (clm) 343 16 307 13 1 1 52 2 114 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2017- Nov-18 09:58:01 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 7 Ac G?....BndAGR\Lot73KensingtonReserveSummerlandAGR.rup Cale . MJ8 House faces: S wrightsoft' Right-M Worksheet Job: LotMensingtonReserveSu... 6.03.15 Entire House Bate: ENTLBy: BENTLEY DEL AIR HEATING & AIR ING 531 CODISCO WAY. SANFORD, FL 327COND4TIo N665 1 2 3 Room name Exposed wall Room height LAUNDRY 0 ft 8.0 it heat/cool LOFT 48.0 ft 8.0 fl heat/cool 4 5 Room dimensions Room area 7.5 x 9.5 If 71.3 f12 1.0 x 379.8 ft 379.8 f12 Ty I Construction dumber U-value BtutVh2-•F) Or HTM BtutVft2) Area (ft2) or perimeter (11) Load Btuh) Area (f12) or perimeter (1t) Load Btuh) Heat cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 11 Vjl 12C-Osw 2A•2om 2A-2om 13A-2ocs 2A-2om 2A-2omd 12C-Osw 2A•2om 13A•2ocs 2A•2om 12C•Osw 2A-2orn 2A-2om 13A•2ocs 11J0 12C-Osw 2A-2om 13A•2ocs 2A-2om 2A•2om 12B-Osw 0.091 0.540 0.540 0.201 0.540 0.620 O.091 0.540 0.201 0.540 0.091 0.540 0.540 0.201 0.600 0.091 0.540 0.201 0.540 0.540 0.097 n n n n n n a a a a s s s s s w w w w w 2.52 14.96 14.96 5.57 14.96 17.17 2.52 14.96 5.57 14.96 2.52 14.96 14.96 5.57 16.62 2.52 14.96 5.57 14.96 14.96 2.69 Z35 15.94 15.94 4.37 14.08 16.08 Z35 39.23 4.37 33.86 Z35 15.94 16.18 4.37 18.51 Z35 39.23 4.37 33.86 33.86 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 152 12 15 0 0 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 125 12 13 0 0 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 314 179 228 0 0 585 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 293 191 247 0 0 546 0 0 0 0 0 IF----GG VjlT=:2 yl t--G W I--G 1y It--(f% yLO yl L--G yl IL_rG P I-O 11 DO 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1.41 0 71 0 71 0 51 0 101 0 380 0 380 0 273 0 537C F F 20P-13c 22Acd 0.068 0.989 1.88 27.40 0.98 0.00 0 0 0 0 0 0 0 0 155 0 155 0 291 0 151 0 6 c) AED excursion 31 89 Envelope loss/gain 51 70 1871 1875 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Irgemal gairts: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 51 670 2593 2109 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 51 0 0 670 0 0 2593 0 0 2109 is Gtrct bads 1 25% 469/. 13 308 25% 46%1 653 969 Taal room load Air required (cfm) 64 1 31 977 41 1 32461151 3077 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A15M - wrightSoPage Right-Sulte® Universal 2017 17.0.23 RSU23828 2017- Nov-t8 09: Oe 8 tandAGR% Lot73KensinglonReserveSummerlandAGR.rup Cat . MJ8 House faces: S Duct System Summary Job: LotMensington Reserv... wrightsoft• - y Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: RYAN HOMES 2323 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 275 in/100ft 1283 cfm Cooling 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 275 in/100ft 1283 cfm 124 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BATH c 114 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 c 1484 38 63 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 1484 38 63 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 h 1932 90 74 0.374 6.0 Ox 0 VIFx 21.0 70.0 GREAT RM h 4038 187 172 0.285 8.0 Ox 0 VIFx 29.4 90.0 st1 GREAT RM-A h 4038 187 172 0.296 8.0 Ox 0 VIFx 24.7 90.0 st1 LAUNDRY c 977 3 41 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT h 3246 151 130 0.411 7.0 Ox 0 VIFx 12.8 70.0 MASTER BATH h 636 30 27 0.312 5.0 Ox 0 VIFX 23.9 85.0 st2 MASTER SUITE C 3943 93 167 0.319 8.0 OX 0 VIFx 21.6 85.0 st2 MASTER W.C. h 414 19 14 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 245 11 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 343 16 13 0.306 4.0 OX 0 VIFX 26.1 85.0 st2 NOOWKITCHEN h 5307 246 209 0.275 9.0 Ox 0 VIFx 33.8 90.0 SO POWDER h 1522 71 35 0.288 5.0 Ox 0 VIFx 28.0 90.0 st1 STUDY h 2152 100 87 0.279 6.0 Ox0 VIFx 32.0 90.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 792 675 0.275 567 16.0 0 x 0 VinlFlx st2 Peak AVF 207 294 0.296 539 10.0 0 x 0 VinlAx 2017- Nov-18 09:58:02 wrightSO Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 1 ACCK ... La MAGR\Lot73KensingtonReserveSummedandAGR.nip CaIC a MJ8 House laces: S Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rbi Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightSO Right -Suite® Universal 2017 17.0.23 RSU23828 ACCK...IandAGR%Lot73KensingionReserveSummerlandAGR.rup CialC . MJ8 House faces: S 2017-Nov-18 09:58:02 Page 2 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist 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 (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) 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® - USRGSB v5.1 1 t/18/2017 10:35:15 AM Page 1 of 1 II I I I I I I I I I NA4N atr6'a 7'kitchen vent to wall ca I 1770 I 1040 2wcd I 210 I I I 71 i I I I I I N I 11 p 14x 1wcd I 9. JOE i i I Pq Z ---- U W M I I I IOx6 lwcd IIaUII Ox6 raag i 4- 5• I I I O N d O C i O 11IOxIsJZLdO354-4 O \ 3 A/CM _P 3 Z X mO r N 3.5 TAN V/8KV @240V IPH IICAP 3 M D platforn by bldr O x A 1843 plen D r Z N scalex1d/8•I'o' 244 rod saa---------------- r r D I I I I L_ J rvxtealm 3' bath duct to roof cap w/ fan now e. a. Nutone 6 6RNB aa 4• N 4• gig 1wcd lOx6 1wcd I I M 8. ng Ua ldJ 1wcd 14• 6• 14 C 4'' O N 1 10.6 1wN~ m 65 d 0 O 4 Is 5 10• d4_ 4' s d I Ox6 rag O\ 3 4' 3 Z Ox6 rap 6• IOX6 1WE110y 5 t8• 41 b* ~ QAT" os1 a./ r nc I t a i s a 7' 20x6 rag fw 130 1wcd lwed Isar* MC1A M m 5' IMHI twal v N o N1 VEIN VCN KS L S 1L S Must have a mInImurl clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. u td am es sit Mph 11 100 2 dG•z'/j+i ti Vim' L-jo.Wd z RECORD COPY s4- 0V Ir Adva lm?,— PIUMI)ing, Im i r 1 Ij7YL/ 3 !000, ti N I 3 SO DlN6 Low IL ti SANFORD 2 OE"' ARTM` 1 7 - 3 5 4 6 DESCRIPTION AS FURNISHED: Lot 7 through 92, Public Records of Semi1 PLOT PLAN FOR / CERTIFIED TO LOT 30 PALM HAMMOCK ALLOTMENT P.B. 1. PGS. 104-105) z Ryan Homes/NVR Inc. RECORD COPY y1 89 63 92 \ 17116' Y r LOT 74 N W A• .P C 6.95• 5.92' Z 0 N I N 'lATE Ok to construct single family home with setbacks and impervious area shown on plan. 3v •, ^'1p 5UMwu-y \arJ - A J D=26045 "44 10' R= 55.00 " E' L=25.69' C=25.46' CB=N 6105324 " W KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 County. Florida. to LOT 73 0 0 PROPOSED MODEL SUMMERLAND—A 2 CAR GARAGE RIGHT ENTRY 7' n e I 26.3. 26.08' 4 WALK C e \ 17.021 \ w \ R \ TRACT F \ 00 RECREATION e AREA ` 15' UTILITY , - ESMT l' MTILT I TY - - L=6.96' 0=123'42 44" 1-R=55.00, R=55.00 L=1 18.76• l2 P.R.C. TCELMS'COTT COURT 55 • RADIUS) PROPOSED — FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT < 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR, = 20' PROPOSED DRAINAGE FLOW G IMPERVIOUS COVERAGE 2,280t SQUARE FEET OR 30.7X 510E 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 7,432f SQUARE. FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS 31.0' QQ Q LIVING AREA CONTAINS 1,5481 SQUARE FEET SIDE a 10' FOR 75' LOTS CONC/LANAI PORCH CONTAINS 7J2t SQUARE FEET SIDE STREET = 25' CRUSETNMEIYER-SCOTT & ASSOC., INC. - LANI .SURTIEIYORS P PLAT IP. IRON PIPE GL CNItE MAW.., IR. 1/2• IS.. •/SLR 4W6 PLC. RECOVER[, PAL POINT Or REGD#OHG PAW. POINT or CO NE CENENT E CEJTOILUE NA0. L DIM RNR/ ESMT. RIONT-0T-VAY EASEMENT DRAIN. DRAINAGE UT L. CLM UTILITYLINK E VDFG VOOID r[NCEN C/o COCRRE DIm PG POINT Or CIAVATIWE P.T. ESCD. POINT Or TANOOCT DESCRIPTION R RMADCLENGTN 0 DELTA GCHORD9. O101D READING 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 POI • POINT DN UN[ I MOB' TYP. • TYPICAL RC. • POINT Or REVERS[ CURVATURC FLORIDA BOAOF I. THE UNDERSIGNED DOES HCREBr CERIIY ITAr ITOS SURVET' MEETS THE STANOWOS OF PR e= SET MIN Br BOARD OF I,= POINT W COPOMD CWVATURE RA& • RADIAL PRO ESSMGIJAL SUMWRS ANO !lfPERS W CHAPTER 3J-17 FLORIDAADWMSIMINE CODE PURSUANT TO SEOTgN 472.027, FLORIDA STATUES RAISED SEAL 1H15 SURVEY NAP OR COPIES'ME NOT VALID. N. R. NON -RADIAL VP. VItW= POINT IUNLESS EMBOSSED WITH SURWVORS SICINIURE AND ORIGINAL J. THIS SURVEY WAS PREPARED FROM ITILE NFOROATION FURNISHED M THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS GLLG • CALCULATED IRA PCRNMLIT RIFER ICE HO KCHT OR EASEMENTS TINT AFT W THIS PROPERTY. 4. NO UNDERGROUND 1NPA AV M3 HAVE DEER LOCATED UNLESS OINERMSE SHOWN. rf. . rINISN40 nAm O.[VAIIOI S TIES SURVVT IS PREPARED FOR THE SOLE BEAM OF THOSE CWTOI D TO AND SHOULD NOT DE RELIED UPON or AJJr OTHER EJTITr. - LINGKL •WILDING SICHE 4OIMENLWISSNONNFORTHE1DGWNOFWPROVEMENTSHEREONSHOULDNOTBEUSEDTORECONSTRUCTDOUNDARrLWES. . CAUEi911CRU. BASE SCARING 7. BEARINGS, ARE OASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE SCAR" (&G.) It. ELEVATIONS. IF SHOWN. ARC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERWISC NOTED. CMMATE OF AUMORI7ARWJ No. 459& NORTH THIS BUILOtNC/PROPERTr DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FlRM' ZONE ' X' MAP / 12117CO09OF (09-28-07) CER17RED BY., CALE I--- 1' . 20 ------ 4 1 DRAWN Or — PLOT PLAN 11-13-17 ORDER NJO 4960- 17 91 Awl ROOF TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD cc FORT PIERCE, FL 34946 Ln M PH: 772-409-1010 9 z Qe FX:772-409-1015 r- www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:73 / MODEL:SUMMERLAND / ELEV:A / GAR R JOB#: 70332 MASTER#: XRSSUAE OPTIONS: 30X10 EXT. LANAI 71 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 XR5SUAE A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SUMMERLAND Address: Subdivision: City: County: Hillsborough 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: FBC2014frPI2007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 42 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0066489 FG1 2/22/17 13 A0066501 FL10 2/22117 25 A0066480 CA 2/22/17 2 A0066490 FG2 2/22/17 14 A0066502 FL11GE 2/22/17 26 A0066481 CJ2 2/22117 3 A0066491 FG3 2/22/17 15 A0066470 A01 2/22117 27 A0066482 CJ3 2/22/17 4 IA0066492 FL01 2/22/17 16 IA0066471 A02 222117 28 IA0066483 CA 2/22117 5 IA0066493 FL02 222/17 17 IA0066472 A03 2/22/17 29 1 A00664M CJ5 2/22117 6 IA0066494 FL03 2/22/17 18 IA0066473 A04 222/17 30 A0066485 D01 2122/17 7 IA0066495 FL04 222/17 19 1 A0066474 A05 222/17 31 A0066486 E01 2/22/17 8 IA0066496 FL05G 2122117 20 IA0066475 A06 222/17 1 32 A0066487 E02 2/22/17 9 IA0066497 FL06GE 2/22117 21 IA0066476 A07 222/17 33 A0066488 E03 222/17 10 A0066498 FL07 2/22117 22 A0066477 B01 222/17 34 A0066503 HA 222117 11 A0066499 FL08 222/17 23 A0066478 B02 222/17 35 A0066504 HJ7 2/22/17 12 A0066500 I FL09G 2122/17 24 A0066479 1 804 2/22/17 36 A0066505 I J6 2/22/17 The truss drawing(s) referenced have oeen prepared by ivi ex industries,inc. under my uncci wPew fil uaaca 0A i 6 Pa.-- 6-3 ,,.,..tea . , -• • -• • Ltd TrussTruss Design Engineer's Name: Anthony Tombo III pt u rrtr My license renewal date for the state of Florida is February 28.2017. I S, TO 0, NOTE:The seal on these drawings indicate acceptance of professional 1 % `-•'•AGE N $F% / engineering responsibility solely for the truss components shown. I `: b The suitability and use of components for any particular building is the responsibility of the z : ItA40 60G83 :* building designer, perANSI/TPI-1 Sec. 2. w The Truss Design Orawing(s)(TOO[al) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documental V rprovidedbytheBuildingDesignerindicatingthenatureandcharacterofthework. Anthony Tombo III PE by (At Roof I The design criteria therein have been transferred to These TOOs to at times as 'Structural ITrussesorspecificlocation]. (also referred Engineering Documental specialty structural component designs and may be part of the I r I S Q` are ro ecrs deferred or phased submittals. As a Truss Design Engineer e., SpecialtyPIP9n9 (i• I l j ......,..•....... Engineer), the seal here and on the TOO represents an acceptance of professional Anthony T. Tombo; 111 w°`w +- s,M1,,,, engineering responsibility for the design of the single Truss depicted on the TOO onlK The F.R TAT. Building Designer is responsible for and shall coordinate and review the TODs for ISLtti.nycompatibilitywiththeirwrittenengineeringrequirements. Please review all TODa and all Tomtio"ll, H-SC A2 2100 00 00 00 4C 12 87 DF related notes. Page 1 of 2 M A-1 ROOFAM TRUSSES A FLORIDA CORPORATION RE: Job XRSSUAE No. Seal # Truss Name Date 37 A0066506 J7 2122117 38 A0066507 M6 2/22/17 39 A0066508 M6E 2/22/17 40 AO066509 MG7 2/22/17 41 A0066510 VM3 2/22/17 42 IA0066511 I VMS 2/22/17 Lumber design values are in accordance with ANSI/fPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job s I ruse Type taly RVAN HOMES / SUMMERLANO A0068470 XRSSUAE A01 Hip Gkder 1I Imy 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946. desipr.®aluusa.odm Run. 7.640 s Od 7 2015 Pnnt: 7.640 s Oct 7 2015 MTak Industnes, Inc. Wed feb 22 10:47.50 2017 Pape 1 I D:?s00vllzBGko2hFpRYb=Opep•7V WvaPv7ue t a6U6gnwLfcHUOJRyC9XDi9_?KgzidDN 1 ?-" LX 17-7-7 23.0-0 30-0-0 1 1 7-0-0 S4A 52-13 54-9 74) 1 Dead Load Deft.. 7116 in I 010 = 2x4 II 3x6 = 7x10 MT20HS= 4x4 = 2.4 11 4.10 = LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.68 Vert(TL) 0.72 10.12 498 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.13 7 n/a n/a SCOL 10.0 Cade FBC2014/TP12007 Matrix-M) Wind(LL) 0.38 10-12 940 360 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 20 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-13 oc puriins. BOTCHORD Rigid ceiling directly applied or 6-6.5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 249410-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 28) Max Uplift 2 = 961(LC 4) 7 = 961(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5140/2032, 3-20=-0367/2691, 20-21=-6367/2691, 4-21 =-6367/269 1, 4-22=-6367/2691, 22-23=-0367/2691, 23-24=-636712691, 5-24-=-6367/2691, 5-25=-0390/2703, 25-26=-6390/2703, 6-26=-0390/2703, 6-7=-5136/2029 BOT CHORD 2-13=1782/4652, 13-27=-1780/4668. 27-28=-1780/4668,12-28=-1780/4668, 12-29=-2587/6390, 11-29=2587/6390, 11-30=-2587/6390, 10-30=-2587/6390, 10-31=1784/4664, 31-32=1784/4664. 9-32=-1784/4664,7-9=-1787/4648 WEBS 3-13=0/509,3-12=-92512061, WEBS 3-13=0/509, 3-12=925/2061, 4-12-=-678/474, 5-10=-688/471, 6-10=-940/2092, 6-9=0/499 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; BCOL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=961, 7=961. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 237 lb up at 7-0-0, 119 lb down and 140 lb up at 9.0-12. 119 lb down and 140 lb up at 11-0-12 119 lb down and 140 lb up at 13.0-12, 119 lb down and 140 lb up at 15-0-0, 119 lb down and 140 lb up at 16-11-1, 119 lb down and 140 lb up at 18-11-4, and 119 lb down and 140 lb up at 20-11-4. and 236 lb down and 237 lb up at 23.0-0 on top chord, and 369 lb down and 100 lb up at 7.0-0, 91 lb down and 22 lb up at 9-0-12, 91 lb down and 22 lb up at 11-0-12. 91 lb down and 22 lb up at 13-0-12, 91 lb down and 22 lb up at 15-0-0, 91 lb down and 22 lb up at 16-11-4, 91 lb down and 22 lb up at 18-11-4, and 91 lb down and 22 lb up at 20-114, and 369 lb down and 100 lb up at 22-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-0=-00, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=189(F) 6=-189(F) 11=74(F) 13=369(F) 9=369(F) 20=119(F) 21=119(F) 22=-119(F) 23=-119(F) 24=119(F) 25=-119(F) 26=-119(F) 27=74(F) 28=74(F) 29=74(F) 30=74(F) 31=74(F) 32=74(F) a..1.1ta.....h.nr.r'11110 t1n10ryulnaCw Nt/1l0aaGlfnI0.11T,r]tluCNlae.rtn txA4n*psi.,r,r.w..n M.r}M711wlrrl.aa,l l..a,rl hrmir.Mta.. lhhk a oat "dit d it WON." h.amlkwlt}n1..*NhhIWlYW.ghM4m.*MdY/*u.I.Pw".WA"rrkwdk00burpt.r0.q.-th1 AnthwyT. Tombo III, P.E. I r.4.nt.ur erlmr.y.tsrlerr...re.e'..ami..rheyar,.r.a.r¢ri...lrrlyrrnu.aqpV+4rmr4*rl.u4rum 880081 Y h.Yllq...1 f d.ima...rlMrrpmtrpart4rrryh*.rs4graplyrrmylnrwnA..rr'.4r• aH+nr nM.rrtr..n4r ntrmp.,I.e,a)h'.ul.n rrtw..ro 4451 St. Lucie 8W 4rmuf4rM.f..a4pre....tq I-dp ...Y.1 a".h.t 11on.rd.1111 ran Plefce, FL 34946 d (.pOO 0 1111141Whnw• 1.Mq L IagI14FI, kl..t9eiw/6it6tse,isri bra, it p1bb llr"Ibs ednl..aittin h.a 441.d teams •1.kq L I.d.m, F.I. Job I nrss rUss ype r SUMMERUWDA0066171FRYANHOMESxRSSUAEA02Hip1teferenceotional At ROOF TRUSSES, FORT PIERCE, FL 34946. design®atuuss.mm Run. 7 640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries, Inc. Wed Feb 22 10:47.51 2017 Page 1 10:?sOC IIzBGko2hfpRYbzzzOpep-bi3HnM41y9RkehtLesu8VPVrjntxhONxpiZt6zWDM ft-0 0 6-0 5 9-0-0 l t5-0 0 f 21-0-0 1 23-11-11 i 30-0-0 31.0.0 1 6-0-5 2-11-11 6-0.0 6-0-0 2-11.11 6-0.5 75:& 4.4 = 3.4 = 4.4 = OeW Load Oed • 11116 in 4.6 II 3.8 = S.6 We= 3.a = 06 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.79 Vert(LL) 0 35 12-14 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 1.01 12-14 356 180 BCLL 0.0 ' Rep Stress Incr YES WB OAS Horz(TL) 0.11 10 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.20 12-14 999 360 Weight: 144 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 20 SP No.3 SLIDER Left 2x4 SP No.3 I-", Right 2x4 SP No.3 1 6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 357(LC 8) 10 = 357(LC 9) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-726/237, 34=2244/1546, 4-5=-2056/1425, 5.6=1896/1369, 6-7=-1896/1369.7-8=-2056/1425, 8-9=-2244/1546,9-10=-726/237 BOT CHORD 2-14=-1261/2001,13-14=-1349/2187. 12-13=-134912187. 10-12=126812001 WEBS 4-10-172/299, 5-14=-291/515, 6-14=450/366, 6-12=-450/366, 7-12=-291/515,8-12=-172/299 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; BCOL=S.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed ;C-C for members and forces tL MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=357, 10=357. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard s..t.!r.r...r'iurammrywryacwemruuretnroaiv!t aoomRuirr.1.y.,ire.nr.i...r,iM,n,!xa..rruaNiud.a,rtryw,,trwoN rur..vi.ria.r rina•an pn adrerrr Mob.." u,1mlMyyeap.y.rlky.elrw.tMnr m. 4rrwu.r.R.N arr4rgrreu eruM l n iperar...aln 1. h.sxa...eegar..rq Anthony T. Tombo M, P.E. r../•il.ur urrnrny.WOerr..,.ra..r.rmdA.rrayk}...wwe rMvrRrsidrlYt,rrlsL &"j%0tryerad1oh.1 ayrrY4 a.*..ar rrYa,,rnrr n,ruui4 8 W83rM"M"utwo. amok•rur4.panrpneawykgrvytr.IstAir rglsrww r.r N.e alanrny.wi.ra/4rar p.,t.n h.rtm ssaa..r,aI 4451 St. Lude Blvd. A.wuiY.lhlk e*r7...MdinnwYM tYa.aAa*l*..ekOtrraypop,eh,a 1}sel w/gWai aolred.toeYr. TI Fort Pierce, FL 34946 ryiirkOION 41led Lnu1•kMgr.IW.01,r1. frpd.iind6nWwd.i.gbro. hptldaelmom M"into WmiitiukNA•14dlmin•Aoi.gI.Wool, r1. Job I russ truss type RYAN HOMES / SUMMERLANO AOO6W 72 xRSSUAE A03 Hip Job Reference o tional At ROOF TRUSSES, FORT PIERCE, FL 34ti46, desigr4altruss.aan Run: 7.640 a O11 7 2015 Pnnt: 7.640 a Oct 7 2015 MTek IrldIlsVies, tex:. Wed fe0 22 10.4751 2017 Pael ee t ID:?s00vllzBGko2hFpRYibzzzOpep-bi3HnivAfy9RkehtLesuSV PWHjoTxlBNxpjZt6zid DM r1-0.0 7-1-8 11-0-0 19-0-0 22.1" 30-M h11-0-0 1 7-1-8 3,1 a 88_" 3.10.8 7-1-8 Oead load Oe11. • 5118 in Sx6 11 4x8 II 3x4 = 398 wr2oms= 3x4 = 496 II LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.59 Vert(rL) 0.89 13-16 406 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 HOrY(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Wind(LL) 0.36 13-16 995 360 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 20 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6.0, Right 2x4 SP No.3 I-" BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.5.9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 126010-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/55, 3-4=-2186/1561, 4-5=1968/1385, 5-0=-1800/1341, 6-7=-1968/1385, 7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953, 12-13=-961/1800, 11-12=961/1800,9-11=-1266/1953 WEBS 4-13=-362/394, 5-13=-152/438, 6-11=-152/438. 7-11=362/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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 (It=lb) 2=339, 9=339. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a.eq•a••rwpmnr•111001t6ti8(Ylllnalw elnllD/K14t11na11a:fjalIC4I1Wtr• arMegr.eetarr•r.r•minnht e.ra(IlIrrNll l.ra,ll erm arl4n.0 ww..,•mrnrlap H1Na••, /i•tYaMwrrr R•heeM Itehntrylra••+a.1P'•11*•1.rrneellA aegrt edrkW4% No Wu•tel• r MA.n MI Anthony T. Tkmbo III, P.E. ra4rrl• nrge•ynr,.y.og4ra..i.ra..,t.rm/*..rk ylap.•rrn4r4r rrlrwydrtal r 4rl ryall.u4r6n.r gwr,rr..rlrrrNmrr.y.ug4 180083 rlett Iwrrlr•r uemr•e••rl rr'aSnrpin4rYlyfp•rfMllr•rp!A Mrn!mrwn rrlr rV• BFlarnrny.Yirrrr4r erR p,t.nMiphrwrtnnesaa•,pn 4451 St. LVde OW r. rrr r(rr•1•w.F A•.Hr1YYmre L..a141rl leu,•L.ultml r•trAr1 11q•l rnranWlBl Fan Pierce, FL 34446 r ( pyrirk01016Alldlmus- k6" Ll•amV1. tepalmad6hdmal,imallmitpabM l•6•aMeelnWa„tiwhMAdldlmw•Aff"Lsud.111,01. Job I rus5 truss type1ply RYAN HOMES / SUMMERLAND XRSSUAE A04 Hip 2 1 A0066473 o.,no !R!-55 FORT e,e. Job Reference (optional) v..a Car.. nun. 1.640 s a 1 4u 12 n u i.ow s uct r 2u t a Ml i ex industne.4. IOC. Wed Feb 22 10.47:52 2017 Pape 1 I D:7sOOvl IzBGko2hFpRYibzuOpep-4udrtSxNOGHIMnG3vLN7hiydP71 mgCbWATT6PYzidDL1651313." 17-0.0 23-0 3 30-0-0 1 1 6-5-13 6-6 4-0-0 6.6.3 6.5-13 1 44 11 44 II O W Load bell. • 1N 1. 44 II 3.4 = 34 Mr2aMS= 3.4 = 44 II 10.6-8 19•S 8 30-" 10.6-B A.11.1 - Plate Offsets (X.Y)- 12:0-3-11.0.1-01,15:0-3-1.Edbel, 16:0-3.1.Edoel I9:0-3-11 0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 1.00 Ven(LL) 0.45 11-20 799 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.97 Vert(TL) 0.69 11-13 521 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.12 9 n/a n/a BCOL 10.0 Code FBC20141TPI2007 Matrix-M) Wind(LL) 0.31 13 999 360 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No 3 SLIDER Left 2x4 SP No.3 1.6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erecbon, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav, 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1078/170. 3-4=-2249/1650, 4-5=-192611395.5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOTCHORD 2-13=-1359/2017.13-22=-845/1532, 12-22=-84511532. 12-23=-845/1532, 11-23=-845/1532, 9-11=1365/2017 WEBS 4-13=-465/531. 5-13=-223/498, 7-11=-465/531, 6-11=-222/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and formes & 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 24.0 wide will fit between the bottom chord and any other members, with SCOL = 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=358, 9=358. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a..l•ll.oa..pn...r•.imalwn(vulRaraarinLlauaemroyirit ulroeakQtrr. aM.yps nr,r.l.rya.wra.ingrrt.lla a,uar.owrsu« ra,,.mw.rlse rtnael llrtlrr.rrraoardl 4. rose*!•/4y pl,syrlr.g1111pomecgsr 4r Auri,alrYgrrby4ray, hntbp/ar01 da1111 h thdnrT. 80083Tombo 111,P.E. r.eer t.ur rrtibr,.y.url.rr..,ro..rt.raw.rsal te*.,brraxratrtrrrr iq-call..ax%Mod mgwa2ruw, r .yt.y a.lp•rgrra.nribrnp r44 3008] rs4yrvt.Ir.dalar•rarrr t.eelrtwreers4rtlgsfauWdlxlrt4adeliinrffl,M•Ir^apan Mlrl Yny vYr rasn4ranllup•,Ienr p1v.rresrl,. 4451 St. Lucie Blvd. nnaslMlkatrprq.a h t•1 wYM I.has IpwbtllrMe ro'.,•aghWfT•eel slat Ogra11 atonar..1M11 fart Pierce, FL 34946 tryri1h0111r141adtm1tl• 14rt.t l.Irda a, ll. kllalru.drn lrwl•l.atMatt tl lael.otiaatb amurrailtird{Irrlkrin•Ia4nt I.IaWm, r.1, o fuss ruse ype YAN HOMES / SUMMERLAND AGOG W71 XRSSUAE AOS Common S y] ob Reference (optional) At ROOF TRUSSES. FORT PIERCE. FL 34946. despn®altruu cam Run: 7.610 s lx1 7 2015 Print: 7.640 s Oct 7 MIS MTak Industries. Inc. Wad FeD 22 1047:53 2017 Pega t ID:7sOCMIzBGko2hFpRYibzzzOpep-Y4B2CRxOBZP9 xrFT3uMDwVrHXNuPZ_gP7Cfx?zidDK 1 8-0-0 15-0.0 22 0 1 30-0.0 1 998-" 7-0-1 7-0-0 7-11-15 496 = 5.00 12 Dead Load oea.. 3/8 in 30 = 3.8 MT20HS= 3.4 = 4t6 II 4 6 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.80 12-14 451 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.10 10 n/a n/a BCOL 10.0 Code FBC2014/TP12007 Matrix-M) Wind(LL) 0.18 12-14 999 360 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 20 SP No.3 14-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. (lb/size) 2 = 1260/03-8 (min.0.1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 126O(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=2207/1601, 4-5=1996/1528, "=-1909/1552, 6.7=1909/1552, 7-8=-1996/1528, 8-9=-2207/1601,9-10=-944/109 BOTCHORD 2-14=-1295/1966, 14-23=-73711363. 13-23=-737/1363, 13-24=-737/1363, 12-24=737/1363. W-12=-1299/1966 WEBS 6-12=-471f?01, 8-12=425/553, 6-14=-471f701, 4-14=425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; 13CDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12, 8, 14, 4, 10 and 10 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 13 checked for a plus or minus 5 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-" tall by 2-0-0 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=1b) 2=374, 10=374. 9) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard an•t•Ir.r.tlRmv.Will" wwritinat ill I ball oft-t"N..0 YYu r.s ml.1hlta.4 WAru,/M rIMMYYR•M.•1 4.kml.f•/t,y.ogly)rdwr7dlpns..ca.Iru 1•.ete•Ylrrl 4rt•f k.lt krW.rlti.t,..fs all hM*M.t YfgsY.t l.nlYt Anthony T. Tornio III, P.E. ra4wamr w er,.y.4rr..r.re..r..rad w.rtr ter..•rra4raLrarsirrr,d.rnu r"Vdirlar4%w.u411Atm 0 80083 rt.rt,twP.rtr•r urn-.4•rWSd%p .epsandaWq("ta!r,.rptyramplau•. rtmmarrrpnnair.nrny.rr.rm4rkmtep.,t.otngt..lnut a..,r.n 4451 St. ludeBlvd. M. r WI!rtamgr*•a.rtq 1•r. w6.l IY tnnl.•ywaMrlrgr.q.,•kat.a.. t.'w4q Wq AgWWMtoe.rw•mI Fort Pierce, FL 34946 a( ql.itb0}II{Id1aifirm-A96M1. lamb 2,01.tepridadBirlwam,aatMaoPt14.r1.mtaA.nalnl...nli•6N414dtmtn•Imall.lus.11,ll. Job I N53 N55 Type Ply RVAN HOMES I SUMMERW40 A00:66:0]5 xRSSUAE A06 JHip 1 1 I Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946. design®attrm.own Run: 7.640 It Oct 7 2015 Print: 7.640 It Oct 7 2015 MTek Industries, Inc. Wed Feb 22 10:47:53 2017 Pape 1 ID:?sOOvIIzBGko2hfpRYibzzzOpep•Y482CRxOBZP9 xrFT3uMDwVrKXSLPbXgP7Cfx?ztdDK 1 6-0-5 9-0-0 10 B-0 15-" 21-0.0 23 11-11 30-0-0 1106-0-5 2-11-11 1 B-0 4-4-0 6-0-0 2-11-11 6-0-5 1 30 = 6.6 4v4 - 4v4 = Oe•d Load Oert. • 11116 in 4.6 11 34 = 5.6 wB= 3v6 = 4.6 It 9-0-0 21-" 30-40 9-0 n 12-" "-a Plate Offsets KY)- 2:0.3-15,0.1-0I,15:0-2-12,Edgel.16:0-2-0,Edgel,112:0.3-15,0-1-01 LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.70 Vert(fL) 1.01 14-16 356 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.46 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) W1nd(LL) 0.21 14-16 999 360 Weight: 150 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-0-0, Right 2x4 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-2-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 = 413(LC 13) Max Grav 2 = 1260(LC 1) 12 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=730249, 3-4=-224811576, 4-5=2086/1470, 5-7=-1723/1251, 7-8= 1904/1404, 8-9=- 1897/1384, 9-10=-2056/1441. 10-11=2244/1560, 11-12=-726240 BOT CHORD 2-16=-1290/2006,15-16= 13672180, 14-15=13672180, 12-14=-12812000 WEBS 4-16=-187257, 5-16=-249/471, 8-16=-462/344, 8-14=-346/369, 9-14=-290/509, 10-14=-174296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cal. II: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterlor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=336, 12=413. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard t.rk uw.p,n..r•rtroalatlttfwugyarwrinLtuaantntcyvntlaacmwmrr. 1.e.u t.sr,r,r.n.aronrya.pt6rrlrtur r;et.MK,lrts erur.,.rr.rla.r lwa . µfttrlM rYM1l.YAI 4tkntryNp•6..1A'ilrUpujrdw IMlpea.rett IrVls,rlgw ysYyrrMy/ruy Iwilyral.rA q.w611 hto nt7rtt•t•Lrrr41 Anthonyi. combo III, P.E. rm4rt.,rqr.ynr,.t.rg4rr...ro..rt.e.ad*+.rrr tet....r.n4r¢rrarrrrlrr,rrtnl rgrpddb rr.trum4r6nt•w r.Agr*.•urrr AMh1. red t 80083 rrui6rtp..Irtf.atmua•rtMrrpar.rt4rrr6tAmlantrwrlky MrthmrWa,d.ar'rrr.t6u/inrnrrYnrut4r wtfap.,lmtRtpty.erinamr+n,fo 4451St. l.udeBlvd. trntt44rAtfrmt/ rt}•o.t1At•tmALL IYMrt>l ltpw•tttrlrgrup,•Ymltr ltpvdw Mq aaq.ld unwnrr.t61 Fat Pierce, FL 34446 gpjM01114411alltnut• AArry1.Ir4M6LF1. teptlttckad1lithome, ialhmitptlanN.mtdMaurnwaiuiabook 14dlmut•At6atl.lu+bm,F.I. Job Nss tigg ypeF RVAN HOMES / SUMMERUV40 A0066d76 xRSSUAE A07 Root Special Glyder 1 1 Job Reference (oicitionall Al ROOF TRUSSES. FORT PIERCE. FL 34946. desvn@altruss corn Run • 7.640 s Od 7 2015 Print. 7.640 $ Oct 7 2015 MTek Industries, Int. Wed Fab 22 10:47:54 2017 Pepe 1 ID:?sOCMIzBGko2hfpRYtbzzzOpep-0HlOOnyeylXObSGSOmPbm71 zdMSSyupdnyDTRzidDJ 1 6-5.7 10-8-0 14 4-0 10.6-4 23-0-0 261-3 30 0-0 1 1 6-57 4-2-8 3 8-0 4-2-4 4-5 12 3-1-3 3 10.13 1-0 595 II 4.4 = 3t6 = 5.10 MT20HS= 3.8 = i ntna 64 = H8:26 lend Load Oen. • 7116.n 4.10 = LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TIC 095 Vert(LL) 0.33 12-13 999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 8C 0.98 Vert(TL) 0.79 12-13 456 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) Wind(LL) 0.37 12-13 972 360 Weight: 160 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 'Except- 82: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Lett 2x4 SP No.3 I-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 6-15 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1828/0-3-8 (min.0-2-3) 10 = 2771/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 544(LC 8) 10 = 941(LC 9) Max Grav 2 = 1828(LC 1) 10 = 2771(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1334f70,3-4=3498/1054, 4-5=-3267/1035, 5-0=-3270/1027, 6-7=-5940/2010, 7-8=-5940/2010, 8-9=-5806/1975, 9-10=5813/1999 BOT CHORD 2-15=-942/3143, 14-15=157515215, 13-14=-157515216,13-23=-1717/5415, 12-23=171715415.10-12=-1752/5245 WEBS 4-15=-234/303, 5-15=-652/2196, 6-15=-2991/1108,6-13=-441/1033, WEBS 4-15=234/303, 5-15=-652/2196, 6-15=2991/1108, 6-13=-441/1033, 7-13=2711193, 8.13=354/676, 8-12=-376/1371, 9-12=- 140/271 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft'. Cat. It: Exp C; End., GCpi=0.18; MWFRS (envelope): cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=544. 10=941. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Use USP THD26 (With 16d nails into Girder 3 NA9D nails into Truss) or equivalent at 21-4-12 from the left end to connect truss(es) MG7 (1 ply 2x6 SP) to back face of bottom chord. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 22-11-10 from the left end to connect truss(es) J7 (1 ply 2x4 SP), HJ7 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 237 lb up at 23-" on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead • Roof live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ply Ven: 1-5=40, 5-0=-60, 6-8=-60, 8-11=-60, 16-20-20 Concentrated Loads (lb) Vert: 8=189(8) 12=369(8) 23=1522(8) a•tt.urn,r.r'11i1aNw6T5141r'ia1:141!mlttluaemmybtlrltlaanllinrrr.1,14 Iyra us.,rnN•ah4Mr1*rrA(IQIrYrrltI a,IL6,cr9rii.wunid- owns. u.w rinaduPat mak"al e.Mokl14rAntYgrTnf4%I•RtT irr..its. . err++•a.n!rrl s er rthn•rd•ru...ear.h.ur war4•rn.rM Anthony T.TamboIII, P.E. rr4r,t.. r•crew.4.srr4rA..rl..o.rad..rrylep..r.ewrttrsrrr,i ry rtaA4yr.wwrtrr rr.uwrs.o.ar r.asu.*•arrrr.rrrnr.uyw iSM3 jb*"kWrlr a, umur.ralrrpanrPainwrtorlxlnUm"IPpod pdm 1111donra,4Mrrinxtrnim.,+u 4451 St Lucie Blvd. r.e,t,r,iw• taepe.•nghdr.rrw,ra trrn,r.t.enr•r rq.,.wi.mu.ew l a.Ar uwnarr.nu fort Pleme, FL 34946 arri11t01/1Akl lyd lmut•AaMgI. IWO,FI.ltpai.eirdtAirMwe,iull a it rrlAuN.a4 A•wahryrrait i46r All•/Us.ut•kArq l.lur d, Ft. J013 rl58 Truss I YPe QtY HOMES I SUMMERLANO xRSSUAE B01 Hip Girder 1 JRY 1 IRYAN AooSwn Job Reference (optional) Ili n...a.a 3. OR . FIQR c, FL a+ , aesgrQa .a1Ra.lanr nun: 1.040 s UCi r 2015 Pluit' 7.040 a Od 1 2015 MTek Induatnes, Inc. Wed Feb 22 10:47:55 2017 Pape 1 10.?s0C)Alz8Gko2hFpRYibzzzOpep-UTJod7zGjBttOF?eaUwglLaa 1 K7HIYrysRhmOtzdDl 1-0-0 7-0-0 10-0-0 14-4-0 21.4-0 B12 4-0 1.0.0 7-0-0 341-0 3-" 7." 1-0-0 and lnM n.a . VIA 1. 15.4 it US = 15.4 If SA II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.72 Vert(LL) 0.14 11-12 999 240 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 BC 0.73 Vert(TL) 0.35 11.12 739 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.17 10-11 999 360 Weight: 100 Ib FT = O% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1 6-0, Right 2x4 SP No.3 1 6 0 BRACING - TOP CHORD Structural wood sheathing direly applied or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1761/0-3-8 (min.0-1-8) 8 = 1761/0-3-8 (min.0-1-8) Max Horz 2 = 59(LC 9) Max Uplift 2 = 050(LC 8) 8 = 650(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1214/289, 3-4=-3341/1241, 4-21=-3491 / 1397. 5-21=-3491 / 1397, 5-22=-3491 /1397. 6-22=-349111397. 6-7=-3341/1241, 7-8=-1214/289 BOT CHORD 2-12=-1087/2997,12-23=-1087/3015, 11-23=-1087/3015, 11-24=1046/3015, 10-24=-1046/3015, 8-10=1047/2997 WEBS 4-12=-2/507,4-11=-336/735, 5-11=-565/382, 6-11=-336f?35, 6-10=-2/507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=ISOmph (3-seoond gust) Vasd=116mph: TCOL=S.Opsf: BCOL=S.Opsf; h=25ft: Cat. 11; Exp C; End., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withslan4ing 100 lb uplift at joint(s) except (jt=lb) 2=650, 8=650. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 237 lb up at 7-0.0, 119 lb down and 140 lb up at 9-0-12, 119 lb down and 140 lb up at 10.8.0, and 119 lb down and 140 lb up at 12-3-4, and 236 lb down and 237 lb up at 14-4-0 on top chord, and 369 lb down and 100 lb up at 7.0-0, 91 lb down and 22 lb up at 9-0-12, 91 lb down and 22 lb up at 10-8-0, and 91 lb down and 22 lb up at 12-3-4, and 369 lb down and 100 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-00, 6-9=-00, 13-17=-20 Standard Concentrated Loads (lb) Vert: 4=-189(B) 6=-189(8) 12=-369(8) 11=74(B) 5=-119(8) 10=-369(B)21=-119(B)22=-119(B) 23=-74(B) 24=74(B) 4q41..•..p-Wilr0I1O1Sa(1N11'J,a1L1 e1/1ttO1tMJ11RI0.t111tfjtlrlGNli.nrin MIItif IRS•r.. er.MUmMMar.lOgrr1q.1111.a ri Y -vedkin.0 aYUMu. ril.bR• Wue..r hioe•.ul••Ir.Y ntl /i.1.lilty hl•.p..li.aol b/..iM1/.t IMrprrrar.cpnr/•mfrr l••MMr•4 4•a«aliyoO.•aq.oe ml h.i*w.i.tk.galrt•N Anthony T. Tombo Ill, P.E. rn4•iLni.rM•Ih•wy.Wg4.Own.•Own'..I.Cd..rN41nM.1.Y..a4•RrllrrlulkM.i.l iIli. Ik Rw14tAIMr WI.u4rim..ayregYM.•a'rrM.q Jerrny..rlg4 7800834ryaq.nl.•.. r.MUA.rtRrrl e rYlyf.r1/nlWeA! mja lh R.rWn tot.•trnywYYnrm4lMkntkip.twnay.tr wn.lml asi'a..rn 4451 St. WCIe Blvd. gsftdp. 4. r.•IM.i..w.17•••4h/.•r..kil Ile MOrO Ir.tlIL1•I y1n*n,. YniL•.t.pw /q Mrkr, tltglr•rr•nw nr/. mlkmk*( Zt for Pierce, fl 34946 rryry60 Hit 4.1lad lmtes•IrMryLhebU,rl.leper.sinifAii4s wu,e>tbraisrrld'a"bee O tmsn•.Mgfladles d,r1. o rus3 ruse typeIrly HOMES I SUMMERLAND AOO6W 78 XRSSUAE 802 Hip 1 1 JKYANJobReference op Gonal Al ROOF TRUSSES, FORT PIERCE. FL 34946. dasgn®a ltrusa.tam Run: 7 640 a OG 7 2015 Pdnl: 7.640 s Oct 7 2p l5 MTnk IridusVies, Inc. Wed Feb 22 10:47.56 2017 P I D:7s0OvIIzBGko2hFpRYibzzzOpep-yftArT_uUUnkrPag8BS3MRGkUJc2e655RKYJZ.XM1 1 0 0 645 9-0-0 12 4-0 15 3-11 214-0 22 4-0 1-0-0 6-0-5 2.1 I 3-4-0 2-11-11 6-0-5 1-0.0 4.4 = 4.4 = 3XII II 3.4 = ' - 3.4 = oaad Load 0ek • 3116 in LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.43 Ven(LL) 0.12 11-20 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 SC 0.68 Vert(TL) 0 33 11-20 775 180 BCLL BCOL 0.0 ' 10.0 Rep Stress Ina YES Code FBC2014frP12007 WB 0.12 Matrix-M) Horz(TL) Wind(LL) 0.04 9 0.10 13-16 n/a 999 n/a 360 Weight: 97 lb FT = 0% LUMBER - TOP CHORD 2X4 SP No.2 SOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2X4 SP No.3 1.6-0, Right 20 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance With Stabilizer Installation nuide. REACTIONS. (lb/size) 2 = 913/0-3.8 (min.0.1-8) 9 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 260(LC 12) 9 = 260(LC 13) Max Grav 2 = 913(LC 1) 9 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/87, 3-4=-1444/1057, 4-5=-1220/916, 5.6=-1095/885, 6-7=-1220/916, 7-8=1444/1057, 8-9=-838/87 BOT CHORD 2-13=-81911282, 12-13=-569/1095, 11-12=-569/1095. 9-11=-024/1282 WEBS 4-13=-310/347, 5.13=-1711305. 6.11=-171/305,7-11=-310/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=25ft: Cat. II: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide Will fit between the bottom chord and any other members, 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=260, 9=260. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w.l.!r.a..n.. r9 i 100 isseMiiRar3u umrwaacammytatrlXacmau rr. aira.rraa:rnr.ar,.r rnuya.q rr I ar All rrMuair N ra r,.. ma.r ar .r ream irrwr rrrmar r u.{mryrP 1.twtq.sM1rdagir vema c rr ar xur.'a aeaNrrayaruFan tide!armq.ai ra ewraaurgau.Lr+M Anthony T. Tombo III, P.E. ra4rwrgrr er.4.0ft4r{-.k0-es.60dq..We, bd"ah.WIPA 880083 rawrq.ams fanir.rpWr sidklMrWntr.ArPaarft 4451 St. LuoeVW. o..r rrpdra.rq.awrth Pfn.arl lr rnrtMl waaiirrayrvp,. Mul.aa 4Pwlgrrr tlgarantnn W.lal Fort Plexe, FL 34946 r(iai0111{A•IWlmrr•{Aarl.IWrls,rf.terMrmad6nMaM,'ralhta.it'dilel.mrtMnainla.edrhw,AlW6nw•loMryl.luh.m,r.l. Job I russ truss type uty ply RYAN HOMES r SUMLIERLAND XRSSUAE 804 mCommon 4 I A006&179 Job Reference o tional nwr ....... n i FIERCE. FL 34946. dmign@aitn=.c Run. 7.G40 S kkl 7 2015 Pnnt: 7.640 S Otl 7 2015 MTak InduS0les. Ina Wed Feb 22 10.47:57 2017 Page 1 10:?sOCMizBGko2hFpRYtbzzzOpep-OsRY2o? W EovbSZ80ivzlOmfc68lrLT6FJIAt4mzidDG 1-0 0 6-5.7 10-" 14-10.8 214-0 1-0-0 6.5.7 4-2-8 4-2-9 6-5-8 4.4 = Oed Load 0e11. • 114 In 4.6 II $ia = 4.611 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0 45 9-12 570 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 HOrz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.07 9-12 999 360 Weight: 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min.0.1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 34=1436/1081, 4-5=-1130/856. 5-0=-1131 /857, 6-7=1440/1084, 7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5.9=-401/606, 6-9=376/449, 4-9=369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf,, BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=245, 2=274. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mrs•Ike•Mn/pm•.rY111tr01N0(@xlfl WaYilpltQQ{INU(*M1Ij4'11ff:IWlrr• "69F ..w m.MlImma""twaftirll.lilll.adnolY•al.a Ym6Nanl.r05,r1 at4rralwirlr.rrrnl•rd/ Mirakgkrwpi,ilafalkpagrirwgtMqm i•ugR rr1/n/rTnn vyn1Y1r4M IraMk.ugolarilrl,r•M4. h.nt k sitrWt pnitftY T. Tomb0111. P.E. rwrMianrgar•sR4rnMlrro,rc..tr.r•.1.rrltiMy..rrmrrM,rerrrsrayarral.lrgrrrlArgw44rmi raegao'.rkra.naiur.-Cleo rremrrunrrar7twr.rW*Wl Xgpl•ar4eiruri.iti.dr wlarir. hyr irgi.rw..rganrrn4.Hyr r60083 perwra ue.sanremrrkmMoM.,inaMytpnrtuorMa..a 4451 St. Lude Btvd. a..rarrh•kr.acre.•.41...waaarM t..aolrlwyay...a.,t,a.to..rga+<n ugrek nnaaee•ou. lgpip10t1UA11•/Intw•Adq•rI.IrYm,rL fepMp•dllillli•ra.igfee. hFOLMW*40d•-con prcwlkwl•Ibdlmxi-AAoll.l•d•/,rt Fat Place, Ft. 34946 Job I russ Truss Type HOMES r SUMMERLAND AOO6W80 XRSSUAE CJ1 Comer Jack 10 1 IRYANJobReference o tional Al KLNJP I nuaata, rvrt Irlem.e, rt. a.aro, oesgr.,uuss „ Run: 7.640 s Oct 7 2015 Pnnt: 7 640 s Oct 7 2015 MTek Industries, Inc. Wed Feb 22 10:47:57 2017 Peke 1 ID:1sWvl IzBGko2hFpRYibzzzOpep-OsRY2o1 W EovbSZ80ivzlOmfg28_gLWiFJIAt4mzidDG 1-0-0 0-11-11 1-0.0 0-11-11 1.5.4 = LOADING(pso SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190 TCOL 10.0 Lumber DOL US BC 0.02 Vert(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.00 5 999 360 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11 A I oc pudins, except end verticals. 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 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min. 0-1-8) Max Horz 5 = 40(LC 8) Max Uplift 3 = 10(LC 1) 4 = 5(LC 1) 5 = 86(LC 8) Max Grav 3 = 11(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=25ft: Cat. II: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-" wide will fit between the bottom chord and any other members. 51 Refer to girders) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard a.•e..r..Mm..r'ut00lsaa(vtllryataucanllAlkOG!IIRR4191:fIdt10NKaIrr. kdr•I*p.rlrirr,..nrllr,Irr.l0rlrrmtiUrrarl hrl.Itk.ldn.. I.u...n..I.rRO W.drtulhootbum.k.M Ito km{u* him 1A.Wafth.frd.s,MRom.W40,4r'aur.9—M,elrartrIII ry4r of ru yor. ru.+..r wl hittm s.%rbibob"wrq Anthony Tambo III, P.E. r..dbbor.luyer,ry.1i"dbI—,%bit.r0mgw.1Ab"kn...rrnrrKrarrkdk..inotrMI, rqvw/drMotto Wo,Oft NoMyrloJlr*..drrr. "bibRy.Jrt4 180087 rWyhl*.nlrs u..ur.rarrl.e.tr*urndrw k.ruutkr.rntlrreahlnrww,reresdrr lnlrwrny.rk.Irmdrkmr,p..I.nr,*ke..rraaun.dm 4451 St. Lude Blvd. rk..r lrrltltr.a*rq••.rtt;rt.a.rr Ir kmro*L.e.nrkruerup,. buha t.dgrke raper.aon.rw.tel Fart Pierce, Fl. 34946 Ihsi{b0111{ Adlldtmut•AIMryI.IId.m,fl.Iryd.m.do6/uwd,autbmIsrobbitlmaw Alnml.timailtin6wAdlad hwut.U&sg1.1/r.tit.K Job I fuss Truss Type UtY SUMMERLANO xR55UAE CJ2 Comer Jack IPIYHOMES A0066181 1 Job Reference (optional) W ... w . eu is .sr.0 s w 7 LY 1 a Mi teal inausums• Inc. WOO e•ee 22 10.47:58 Z017 Pepe 1 10:?sOCMIzBGko2hfpRYcbzzzOpep-u2?xF8?8?62R4pOFcUXwzCs YKz4zyPYPWQCCzidOF 1-0-0 1-5-11 2v4 = LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 SC 0.03 Vert(TL) 0.00 7 999 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(TL) 0.00 2 n/a n/a BCOL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or I G-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 25/Mechanical 2 = 137/0-8-0 (min. 0-1-8) 4 = 15/Mechanical Max Horz 2 = 47(LC 8) Max Uplift 3 = 19(LC 8) 2 = 119(LC 8) 4 = 16(LC 9) Max Grav 3 = 25(LC 1) 2 = 137(LC 1) 4 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=5.Opsf: BCOL=5.Opsf; h=25ft: Cat. It: Exp C: Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed: porch left exposed:C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at --lb) 2=11S. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard e•r.e.M e.. r'1ie1t1Ie148(yWl)alvl l!11{IOUK.{(Y41Nibprll(n mliRlrr. Ir.yps,r 1 ,.a im a'r.QRlrr.rii I oart eft—V M .w MUM.n mM.rlR r ri4 ./rs.ra.rrra4 a.r e,.hmr,Vlep N.1I.IIq lr1 I.pnu,.urr.Ir/.trl na.ycMyrrYy..r u 6n,re1 r1 M/.Ie llll het*.t. Irgre u rq Anthony T. Tam6o III, P.E. I rn4en ln,rgrY h% F.AYI4r/.be-W.r h.e9 raYgavp,r r 4rQr Err a/ WARS hrlM rq 4/rlEr rY.v/Mtm. tea.*..wlrrh.r nrrnMn.rl D 8009] ra+INrq.nlr.t. umar•ralrr,r.r,sa.I IwruulrwoAflM Ih m rwo,re.I r P.lI. ou rhnrn y iY,r r,4ran,Inp,lr.aspi rrurr.r.,+e 44515t. Wde Blvd. un.fi 4ryetem*ry..Irlq NtY.Y.I IY Y,I.o l*1 IrI I ia.M,bu 1 e .1 y.r..re4er.mi Fort Pierce, Fl. 34446 V rw 0 1116 A ledtu.us • le #" I. tuOe E,rl. teps&fm delis 4rer4i,s eel aria is rlhl'ael merik "Ike WWitk46er 41 lid anus • Idal1. Task 9, 01. Job I ruse I ruse Type Uty ply RYAN HOMES / SUMMERLANO AOO6W82 xRSSUAE CJ3 Corner Jack o Job Reference o tional Al ROOF TRUSSES. FORT PIERCE. FL 34946, design@a luuss corn Run: 7 640 s Oct 7 2015 Pnnt: 7.640 s Oct 7 2015 MTek Industries, Inc. Wed Feb 22 10:47:59 2017 Pape 1 ID:?sOQNIzBGko2hfpRYbzzzOpep-MEYJTUOmmPAlisIPpJ?mTSk?wxe3pQCYn3( 9ezidDE 2-11-11 1-0 0 2.11-11 LOADING(psf) SPACING- 2-00 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.10 Vert(rL) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.00 4-5 999 360 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verlirals. 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 uide. REACTIONS. (lb/size) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 19410-3-8 (min.0-1-8) Max Horz 5 = 74(LC 12) Max Uplift 3 = 57(LC 12) 5 = 71(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/257 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ff; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plate(s) at joint(s) 2 checked for a plus or minus 0 degree rotation about its center. 3) Plate(s) at joint(s) 5 checked for a plus or minus 9 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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-" tall by 2-" wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.5. 9)'Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Itw-••nr!Ilrmnr•a IM wwrmfyacw rine1Uaok6(RtMj,rtr)ar9eur4tlrr. hAergps nrdrl.eeA.n Myw.Pr!rrur^it gr!Ib,n fY.I•n en,ee•.•, aeN.a Ri 4111 u'enudMM*:Mab A4 4elmtn*h1..11e.11ur14pery4ll•glr,ta.¢p.tlr p4tlnA•'w mrrJY!frin 4r u*twIllplarO.,•r llll. h•n*ewprtklR•td•n •••Nt Anthony T. Tombo III, P.E. ai nrrntn IPg6dbIh .mq/YOm.Yhrw'•ra.*•.MYIInM.•Yrn•wKr[.I YdNtyd.11!H rqd/rIl1.IgW.u/rt.m •hilroS Y•T.Yr.I Y.Jd bny.ri4/ 8 80083 rWlglnp•u(rt•f ummr•r0,rrpealr neet.rp t.pvu!rslktlt Ihmrk(r n,e..n w!+nrny.Inrrnerlanp.,t.n lept*arun w+,•.+0 4451 St. (ude ON. r.nutrrhr(n r.nggaAn.+tit (rhmnur(•au Irt4Mar.r,Nf mu.egr4 rarar.uoarr•ta! Fort Pierce, Ft. 34946 qp*OSit A4ledhout•Aeeeg1.IembI11,rl.hpadeniadtlishown,ialhaLhpsb&M.eiwineemeelel ifbaIneAlledlatut•A&@@VLlaMm,11. Job I rus5 I russ Type Uty RYAN HOMES / SUMMERLANO A0066483 XRSSUAE C34 Comer Jack 8 jPIy 1 Job Reference o tional At ROOF TRUSSES. FORT PIERCE. FL 34946. despn®atUuss.eom Run: 7.640 s Oct 7 2015 Print 7.640 s Oct 7 2015 MTek Induslnes. Inc. Wed Feb 22 10:47:59 2017 Paappee 1 ID:9sOCMIzBGko2hFpRYbzzzOpep-MEYJTUOmmPAItsIPpJ7mTBkOZxdspoCYn3f 9ezidDE i-0-0 3-5-11 1 0 0 3-S-11 W = 3.5.11 LOAOING(pso SPACING- 2-" CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.17 Vert(LL) 0.02 4-7 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0 00 2 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 12 lb FT = Oaf LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 75/Mechanical 2 = 222/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 79(LC 8) Max Uplift 3 = 57(LC 8) 2 = 178(LC 8) 4 = 36(LC 8) Max Grav 3 = 75(LC 1) 2 = 222(LC 1) 4 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf,, BCDL=5.Opsf; h=25ft: Cat. It: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed : porch left exposed;C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=178. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard wrl.rra r.pm+. a'r f ra0 tqu6(vulrleew elu f aasknter"tvar)xmiulmrr. urr l iau an ern tre.0 krw...a aw.w m.. elarasai/•n/YM YIO.kb 4 Ims"b4arlr.lrwq brrr1Yd ay/r pAu"ap"calr/Y11Y fy/Y a* Wapaia• Mak.au ml Anthony T. Tombo Ill, P.E. ala/bieu\YyhraynY41r0an,•rwd aa.md*/a•NY14aM.aYarA/YKYtalAdail o•alml hRa//YlralyW.alYM a•I la rYa*.aalaaalaayYdYrnyniQ/ 7 60083 wbkYtkq..lrga nabs.asrM1/r/emarp n/rMgrral t/u.rPty wagorrYr.w.x'./ oNrana,n.arsa rr 4rkn Inpa,hmM•I.rMieauaw.aYa 4451 St. Lucie Blvd. rwuYalM faru7M rwyh ra nJM Ibtm kuP l*weWl(•I/yAoy.,a ia1}r braatq aat, tlapiYaau..66W.M1 Fort Place, FL 34946 1prllY 0 t1u al tat Lnui•ArOrq l.lurl4a,f E. epr.w.deitawrn,isrl laaarraw.mkunr.lbt4r«o„Ir.er.I.l rwk.kus•AArl l.lade a,ra. Job Truss I fuss Type Uty ply RYAN HOMES ISUMMERLANO A00661M XRSSUAE CJS Comer Jack 10 1 Job Reference o tional Al KUU?- I KUSJGa, rUK i ri=K%,r. M a+ . 00MURea t.com Run: 7.640 s Oct 7 2015 Pnnt: 7.640 s Oct 7 2015 MTek Industries. Inc. Wed Feb 22 10:48 00 2017 Pale 1 ID:?s0OAlzBGko2hFpRYibzzzOpep-rR6hgg1 PXj19JOtbN 1 W??OH6oLy?YtSiOjPXhSzidDD 1-0-0 4-11-11 120 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ltd TCLL 20.0 Plate Grip OOL 1.25 TC 0.46 Ven(LL) 0.02 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Ven(rL) 0.07 4-5 846 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Wind(LL) 0.03 4-5 999 360 LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabiiizer Installation guide. REACTIONS. (lb/size) 3 = 127/Mechanical 4 = 55/Mechanical 5 = 268/0-3-8 (min. 0-1-8) Max Horz 3 = 114(LC 12) Max Uplift 3 = 46(LC 12) 5 = 132(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-230/464 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 24W wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except fit --lb) 5=132. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 17 lb FT = 0% risq.ii.i.r.Mm.. r•u i10 isunrywraaurun tL1e0LemIW 17dfjxilletli.ltrr. kui/q r..r,r err.. wii,sadre.plrlrr tsy i ir, art ukimlriiltr.0 1ru i.s ar.r iiL.h lhfgk rtatud Mnrrr iq.ktit Anthony T. Tembo III, P.E. r.r4win.rq/lhrwi'4141IIr/wi,rr.rtrrw it.rM174,}.,.rrnlrlLrttrsdM4ydirtRlrpw41r111r WmlYlmtrw{inyuip..YrrY.Ji4rwriYgl 780087 rtnigny..rf.unite..•rlArrprbtrrdrn4rli11 1.1.tMnrs(W rumharLuK nir rt dtlrrrnyiiWrirert4rkniltip.,iae i i.rinurrtfn.ro 4451 5t. Jude BWd. r.rrrtyttr.i rq...tiharrrwrrirhatrm k.aWlrtr rwfa,.h,ufnah'w/gr4tlgietuuarwnW.iM. Fan Pierce, FL 31946 e ( Otll{{IltrlkKut• I.Irdt a. rl. le Mria rleitMgw,it Iwe.k •bikl.aLahnon trio hie{Ilulknut•Imt I.ItW a,rl. MP7h 1 M dl M t 4 Job I russ Truss Type QtyRVANPly HOMES / SUMMERLAN0 A00684as XRSSUAE 0p1 Hip Glider1 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE. FL 34946, d"rl®alUuW.dom Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industries. Inc Wed Feb 22 10:48:01 2017 Page 1 I0:?sOQvtlzBGko2hFpRYibz=Opep-Jdg3uA2111 QOXASoxk 1 EYogfkl7WHEOrEN84DXzidDC 1 0-0 5-" 10.8-0 15.10-0 21-4-0 22 4-0 1-0-0 5.6.0 5.2-0 S-2-0 5-" 1." Oead Loud Dell • 5116 in US = 1.Sx4 11 US = 318 MT20HS= 1.50 If Us = LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0.3 oc puriins. BOTCHORD Rigid ceiling directly applied or 3-11-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1335/0-8-0 (min.0-1-9) 6 = 133510-8-0 (min.0-1-9) Max Horz 2 = 39(LC 27) Max Uplift 2 = 880(LC 4) 6 = 880(LC 5) Max Grav 2 = 1335(LC 1) 6 = 1335(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3109/2179, 3-18=-39122797, 18-19=3912/2797, 4-19=-3912/2797, 4-20=3912/2797. 20-21=-3912/2797, 5.21=3912/2797. 5.6=-3109/2180 BOT CHORD 2-11=2014/2897, 11-22=-2024/2911, 22-23=2024/2911, 10-23=-20242911, 10-20-19972911, 9-24=-19972911, 9-25=19972911, 8-25=-19972911. 6-8=19872897 WEBS 3-11=-133/310,3-10=-770/1122, 4-10=-530/375, 5-10=-771/1121, 5-8=-134/310 CSI. DEFL. in (loc) Weill L/d TC 0.64 Vert(LL) 0:40 8-10 648 360 BC 0.93 Vert(TL) 0.51 8-10 499 180 WS 0 43 Horz(TL) 0.12 6 n/a n/a Matrix-M) NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-seoond gust) Vasd=116mph; TCDL=S.Opsf; 13COL=5.0psh h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber OOL=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 2-0-0 wide will root between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ot=1b) 2=880, 6=880. 9)'Semi-rigid pitchbreaks with foxed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 239 lb up at 5-0-0, 65 lb down and 101 lb up at 7.6-12, 65 lb down and 101 lb up at 9-6-12, 65 lb down and 101 lb up at 11-9-4. and 65 lb down and 101 lb up at 13-94, and 197 lb down and 239 lb up at 15-10-0 on lop chord, and 105 lb down and 185 lb up at 5-6-0.43 lb down and 75 lb up at 7-6-12, 43 lb down and 75 lb up at 9-6-12, 43 lb down and 75 lb up at 11-9-4, and 43 lb down and 75 lb up at 13-9-4, and 105 lb down and 185 lb up at 15-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 90 lb FT = 0% Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Ven: 1-3=-00, 3-5=-60. 5-7=-60, 12-15=-20 Concentrated Loads (Ib) Vert: 3=-150(8)5=-150(8)11=-84(B)8=-84(B) 18=-62(8) 19=-02(8) 20=-62(B) 21=-62(8) 22=-32(13) 23=32(8) 24=-32(8) 25=-32(8) toti•IYutl n...Y'111(q 1pd6(WI1 i1'141!I/llfh/MKfNWllntl)LLWLIIk llrkn FAI Ir ra1 m1 1r WlmrAtl'111.ImfrYYYA116L1lMroLwldnm tlu M.w sA til j rtna.e.lrlark.rlraltl•k +• a.mre 4r0.4 1t4.nlydw d pen=cesr/rr+ll.r. y.r rtro 4rugrtmrpul=rinq..rinl. hkur=prc 1 1+N Anthony T. Tombo Ill, P.E. r.r/1nt.urgliYyti..yn/YI.a.Y/.mr•i.Yd ••Y1l M.•Ya e tiRYR.1ftw i"'AM Mi. lkw dd%•1' Isdif".•PAM. ftq dYrnw.uy/ 88J rW1 Yiq••Ilrrai drrb.••rlmrr Ibnrpdnee•YY Iq IMskYSIIgrYWlglnrf[l n,rsnr Ar tr. tllltlnrnynYlrrrYr rkntluQ,1•pl t.•.Im/L>.kan..dn 4451 St. Lude Blvd dw. lukrllj lf uet/Mr••,Md'f1••YII Ik Im MO f*•••IGlr ldgMv^,•k 1.Os l*••Iq MI, dafnkll •Innlrl•IM fart Pierce, A.74416 ypyh WIN 4-1 lad Ge1r1•ts&" I. IMI 111,02. top•Ilrli ddillwu I,i1 rMLkN111'delrAluAl nianrrolli hlrrL 111d rmul•I Iry I.IId•m, rl. O rUss toss ype RYAN HOMES / SUMMERLAND A0066466 XRSSUAE E01 HIP GIRDER 1 1 Job Reference o tional Al ROOF TRUSSES, FORT PIERCE, FL 34946. desigrr4a IVUSS own Run: 7.640 s Oct 7 2015 Print• 7.840 S OU 7 201 MTek InEustries, Inc. Wed Feb 22 10:48.02 2017 Paenpee 1 ID:?sOOvllzBGko2hfpRYibzzzOpep-npER5W213KYtZK1 USYT5pMTl9ZOOdf TluemzzidDS rt-0-0 5 6 0 10-3-14 IS." 19-&2 246-0 30," 1 M 4$14 441-2 41-2 49-14 ' 5-" 1-0Q bead Lod Deb 11116 in US _ 2t4 11 3110 = 7.10 WMKS= 3XI0 = 2e4 II LOADING(psQ SPACING- 2-00 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.99 12 365 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) A.16 12 311 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.18 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 173 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 *Except' T2,T3: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except' V42: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. 130T CHORD Rigid ceiling directly applied or 3-104 oc bracing. WEBS T-Brace: 20 SYP No.3 - 3-13, 7-11 Fasten (2X) T and I braces to narrow edge of web with IOd (0.131'x3') nails, bin o.c.,with 3in minimum end distance. Brace must cover 90% of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1916/0-8-0 (min.0-1-9) 8 = 1916/041-0 (min.0-1-9) Max Horz 2 = 39(LC 8) Max Uplift 2 = 1566(LC 4) 8 = 1474(LC 4) Max Grav 2 = 1916(LC 1) 8 = 1916(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5397/4395,3-19=-7736/6350, 19-20=-7737/6350, 4-20=7740/6351. 4-21=-7736/6348, 21-22=-7736/6348, 5-22=-7736/6348, 5-23=-7736/6331, 23-24=7736/6331, 6-24=7736/6331, 6-25=-7740/6335, 25-26=-7737/6334, 7-26=-7736/6333, 76=5397/4355 BOT CHORD 2-14=-4124/5095. 14-27=-4098/5068. BOTCHORD 2-14=-4124/5095, 14-27=4098/5068, 27-28=-4098/5068. 13-28=4098/5068. 13.29=-7000/8625, 29-30=-7000/8625, 12-30=700018625, 12-31=-7000/8625, 31-32=7000/8625, 11-32=-7000/8625, 11-33=4053/5068. 33-34=4053/5068, 10-34=4053/5068,8-10=4078/5095 WEBS 3-14=315/414, 3-13=-2320/2916, 4-13=-532/378,5-13=-967f772, 5-12=-198/303, 5.11=-9677789, 6-11= 532/381. 7-11=-2351 /2916, 7-10= 304/414 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: BCOL=5.Opsf: h=25tt; Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate( s) at joint(s) 3, 7, 2, 14, 13. 4, 12, S. 11, 10 and 8 checked for a plus or minus 0 degree rotation about its center. 6) Plate( s) at joint(s) 6 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36- 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 (jt=lb) 2=1566. 8=1474. 10) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 197 lb down and 239 lb up at 5.6-0, 65 lb down and 101 lb up at 7-6-12,65 lb down and 101 lb up at 96-12, 65 lb down and 101 lb up at 11-6-12, 65 lb down and 101 lb up at 136-12, 65 lb down and 101 lb up at 15-0.0, 65 lb down and 101 lb up at 16-5-4, 65 lb down and 101 lb up at 18-5-4, 65 lb down and 101 lb up at 20-5. 4, and 65 lb down and 101 lb up at 22-5-4, and 197 lb down and 239 lb up at 246-0 on top chord, and 105 lb down and 185 lb up at 56-0, 43 lb down and 75 lb up at 76-12, 43 lb down and 75 lb up at 96-12, 43 Ib down and 75 Ib up at 116-12, 43 Ib down and 75 Ib up at 136-12, 43 Ib down and 75 Ib up at 15.0-0, 431b down and 75 Ib up at 16-5-4, 431b down and 75 lb up at 18-5.4, 43 lb down and 75 lb up at 20- 5.4, and 43 lb down and 75 lb up at 22-54, and 105 lb down and 185 lb up at 24-5-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( pIQ Vert: 1- 3=60, 3-7=-60, 7-9=60, 26=-20 Concentrated Loads ( lb) Vert: 3=- 150(F) 7=150(F)14=64(F)12=32(F) 5=62( F) 10=-84(F) 19=62(F) 20=62(F) 21=62(F) 22=62( F) 23=62(F) 24=62(F) 25=62(F) 26=62(F) 27=-32( F) 28=-32(F) 29=32(F) 30=-32(F) 31=32(F) 32=-32( F) 33=-32(F) 34=-32(F) teyIr ra' Itm•.r•llletilPSO(YIIIr)ta17a r1llfk0/KJkt71IC•t1A:rleok^nllrNrrr. rq y KsrsaWw"i.•hem%%Vfto"Pgrr r,rl Ir,krl tftMVW11n w. ruM.s.f1.rIRnY Lim,plrr. ulrrtle•rnt• artmllea}lpaW.Huglq..lrr.nr yem.wgrr4rint"-".A"bft&W4ruy, AnthonyT. Tombo IH, P.E. rnant.ur.. e•q.r.y.s4erswn.re.n,.rmdew.rk•rlree.,.rurn4rhRrrrrldmy,rr0kt ter.eerarryrrm4re.uryrrea.*..w..tr..IJarr nt..y4 280003 r rayruprlm urnrrarurrl aerp n4rrpt.I.runr sAyrrmhlnrfna,r..rh.d k•r aI•d+rny.rr,r•ri4re.uMp.,t.nt.rumar....an 4451 St. Lucie Blvd. rMrhrtra r•. ger•rwrt Ir trararc l.a Nlrtryl r,aeul.•lMw dMF"% alalar•lreardalal Fort Pierce, FL 34046 r(gpjh01114Alldknln• 4• Ngl.Iab0.71. kcal Iird0i11 uw,'4g1 auprlled•diw11e1 air•IeI itti•6ub11WLnu1•AtMgl.lo bl8, r.1. Job rU55 Type RVAN HOMES / SUMMERLANO XRSSUAE JE02 Hp 111ty jF1y1 J.. A0068487 Job Refea tional c. r.+.rn, nc.ry.gyn.nuaa.wn nun. r.o s t.= / Lull r nni: /.Wu a uci r 2U1'J MlIak Industries• Inc Wed Feb 22 10.48:03 2017 Page 1 1 76-0 1500 ID: 9s0ONIz22 hFpRYibzzzOpep-F7ogJs3HgegkA3Uid 1vYUZsz17o81hdBI0.idDA 1 7-" 7-" 7.6-0 7.6-0 1 5x10 MT20HS= 1.Sx4 II 5x10 MT20HS-_ Deed Lao Oe8.. 18 in 3.8= 1.5.411 3x8=3x4= 1SOII US= LOAOING(psf) SPACING- 2.0-0 CSI. OEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.68 10-11 529 360 MT20 244/190 TCOL 10. 0 Lumber DOL 1.25 BC 0.74 Vert(TL) 0.66 10-11 549 180 MT20HS 187/143 BCLL 0. 0 ' Rep Stress Incr YES WB 0.47 Horz(TL) OAS 6 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix-M) Weight: 126 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 041-0 (min. 0-1-8) 6 = 126010- 8-0 (min. 0-1-8) Max Horz 2 = 50( LC 12) Max Uplift 2 = 972( LC 8) 6 = 972( LC 9) Max Grav 2 = 1260( LC 1) 6 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2729/4126, 3-4=3493/5404, 4-5=- 3493/5404, 5.6=-2729/4126 BOT CHORD 2-11= 3764/2522, 10-11=-3789/2530, 9-10= 3791/2530, 8-9=-3791/2530, 6-8=- 3766/2522 WEBS 3- 11= 428/282,3-10=-1479/1139. 4-10=- 513/503, 5-10=-1479/1139, 5-8=- 428/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces S 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. 641 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=972, 6=972. 9)'Semi- rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE( S) Standard trot.,.. rYrro0rou0( WtrlBrnlumltutrY tmIGt118r)au0enY4Mr. rlhayl rr,r.w.rn1 M•r.i0fjrrwgll.r Lrt rrmtrrwn.a ru •..s ar.rlOq rlxr.rr. rorrarrrle.rsa 4.imryy..{tiy rr•..yrd,nrpen..cgsrxrra{.r.'.mr.Wnrrl rryrnyor.rv....Iel n a.rrLlr w..a.rrr Anthony T.TdmboIII, PE. I rr act. rglrinr,.oyrro....ra.rr.rmr.rru rM...r.rnmar•naryrrnH.a axrlMr w.axrlmrrgrsl,r,r..wrrr.•nrrrn ryr 8 80081 rwyrxr.rlrar Y..rN...ralrr paa r/wn4rrY{t erlatlrarPlstl4rrrq lnrta n,r.ar pr l'mr 01Irr1rnywrYnrrnxrYrrip.,I..rytrp.rtnurrr..rn 4451 St. Lude NW. rnr Yrlrrtre•rM•.yh l.rr.M,l Is rnropt•.. a 191rlWyrge.. bm%mtrp./q ry Ys1.rYrnua W.I01, Fen Pierce, FL 34446 gtryY 0101{ L I IW tmtn • Ae0a1 I, tulr m,r2. le'drlir d6if Irara.i at Ma it rdiligl AratYr —ma Nnilti.hr 4•I ld Lnat • IrBat I.lab II, P.I. Job Truss I rus3 Type Ply RYAN HOMES / SUMMERLANO A0066488 xRSSUAE E03 Hip 1 t Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34646, Oesip@alvuss.eom Run. 7.640 s Oct 7 2015 Print: 7 640 s Oct 7 2015 MTek Industries, Inc. Wed Feb 22 10.48 03 2017 Page t ID:?sOOvIIzBGko2hFpRYbzzzOpep-F?ogJs3HgegkAUcA294idlvVA2,rO19V8ihdBlOzi A r1-0-0 6-0.12 9b-0 15-0.0 5620-0-0 23-11-4 30-" 31.0-0 1 6012 354 SE-0 0 3.5.4 6-0-12 1 o 4.6 = 3.4 = 4.6 = Oead Load OeA . M2 in 3,3 = 3.8 = 3re UT20HS= 3r8 = 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 Ina YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection• in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-8-0 (min. 0-1-8) 8 = 1260/041-0 (min. 0-1-8) Max Horz 2 = 62(LC 13) Max Uplift 2 = 963(LC 8) 8 = 963(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2823/4228, 3-4=-2511/3954, 4-5=-2373/3835, 5-6=-2373/3835, 6-7=-2S1113954, 7-8=-2823/4227 BOT CHORD 2-12=-3885/2625. 11-12=-388S/2685, 10-11=-388512685,8-10=-388812625 WEBS 3-12=-320/412, 4-12=991/534, 5-12=-478/369, 5-10=-478/369, 6-10=-991 /534. 7-10=-320/412 NOTES- 1) Unbalanced root live loads have been considered for this design. CSI. DEFL. in (loc) Udefl L/d TC 0.95 Vert(LL) 0.8610-12 420 360 BC 0.79 Vertffl-) 0.77 10-12 470 180 WB 0.36 Horz(TL) 0.11 8 n/a n/a Matrix-M) 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst. BCDL=5.Opst; h=25ft: Cat. It: Exp C: End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;CC for members and forces i3 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plate(s) at joint(s) 4 and 6 checked for a plus or minus 4 degree rotation about its center. 6) Plate(s) at joint(s) 2, 12. 3, 5, 10. 7 and 8 checked for a plus or minus 0 degree rotation about its center. 7) Plale(s) at joint(s) 11 checked for a plus or minus 5 degree rotation about its center. 8) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=963, 8=963. 11)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 132 Ib FT = 0% sq•rr. rn m.. r•ia roa ttr1W (lre0"AOt3u ton lreaareatmnati4rtrlaric4uttutra o-4ran* r•atn r,r..rt lm,ra*r.Q4rlrr auq t rrr e,H rsantrar.. are r.n. ml.r tfJ. ritltrer p WY.rrrl.Yr44 Mrrerlt.l..yurrlt*.Qrr.ar pew.cnr Irr A r..mrrarrrro 4ra eq spr.rv.0..rak.hYe ea rn W" aan.ry Anthony T. Tombo lit, P.E. r..4r 1.ur krinr„y.nb"4rs..,.rarrrr.ner.rMI. adir"4rMade, %lnr4rl-."Wftjdffl1..asrraqOil rrn4.ry4 480083 r hapMq.rtaevr o. car.ryrr omrpnerrr kerrvurshflr rsugArftnn rs.rpsrrre, orl rnYw,corm/rsmr.t.oryt.rinu surro.ru 4451 St. Lucie Blvd. dr.rYa4yt:am rea. wghalrrw..ar tlarmrtr t*..akalraryro^,.easla. kq.4grry aapak.uwnr+r.ml Fort Pierce, FL 34946 Gryrirb O IIII A l 4d b ut • IrOrg 1. irW ll,fl. lrpaMlias d646oaal,+rg Ma it prlAirtr.draM rmoRrotrim hem 114 lW Witt • Amrg l.lratw m, F.I. Job toss Truss Type uty ply RYAN HOMES / SUMMERLAND A0066489 XRSSUAE fGt FLAT GIRDER t 21 Job Reference (optional) aV 'NI2MI1ea Dead Loan oaa.. au In LOADING(psf) SPACING- 1-1-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) 0.29 18 858 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.76 Vert(TL) 1.03 18 241 240 MT20HS 187/143 SCLL 0.0 ' Rep Stress Incr NO WS 0.43 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight: 238 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 SOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except' W1: 2x6 SP No.2, W2: 2x4 SP M 31 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 23 = 3265/0-7-4 (min. 0-1-8) 13 = 3255/0-7-4 (min.0.1-8) Max Uplift 13 = -30(LC 4) Max Grav 23 = 3265(LC 1) 13 = 3255(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-681/161, 1-24=-514/0, 2-24=-51410, 2-25=6041/0, 3-25=-6041/0, 3-4=-11579/0, 4-5=14212/0, 5-0=-16073/0. 6-7=16094/0, 7-8=-14203/0, 8-9=-10829/0, 9.10=10829/0, 10-26=-6028/0, 11-26=-602810, 11-27=-513/0, 12-27=-513/0, 12-13=-688/216 BOT CHORD 22-23=0/6041, 21-22=0110791. 20.21=0/14212, 19-20=0/16073, 18-19=0/16725,17-18=0/16725, 16-17=0/16094,15-16=0/14203, 14-15=0/10829,13-14=0/6028 WEBS 5-19=0/250, 7-17=0/261, 5-20=-2034/0, 2-23=-5977/0,4-20=Of798,2-22=011774, 4-21=-3011/0, 3-22=-5165/0, 3-21=0/1658, 11.13=5963/0, 7-16=-2061/0, 11-14=0/1802,8-16=01757,10-14=-5221/0, 8-15=-3669/0, 10-15=0/1471, 6-19=-774/0, 6-17=-748/0 NOTES- 1) 2-ply truss to be connected together with 12d 0.131'x3.25') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-" oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft: Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 11) Load case(s) 2, 14, 15, 16, 17. 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 12)'Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-". 208 lb down and 124 lb up at 5-", 282 lb down and 84 lb up at 7-". 282 lb down and 84 lb up at 9-", 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16.2-8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb up at 20-2-8, and 390 lb down and 265 lb up at 20-11-12 on top 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=1.00 Plate Increase=1.00 Uniform Loads (pIQ Ven: 1-12=164, 13-23=5 Concentrated Loads (lb) Vert: 1=390 9=-208 12=-390 5=282 7=-282 4=-282 3=208 8=282 6=-282 20-65 25=134 26=-134 27=-65 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pH) Vert: 1-12=-183, 13-23=-5 Concentrated Loads (lb) Vert: 1=-324 9=-181 12=324 5=246 7=-246 0-246 3=181 8=-246 6=246 24=-56 25=116 26=116 27=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 PIT. metal=0.90 Uniform Loads (plf) Vert: 1-12=161. 13-23=-5 Concentrated Loads (lb) Ven:1=-127 9=-101 12=-127 5=-140 7=-140 0-140 3=-101 8=-140 6=140 20-27 25=-63 26=-03 27=27 15) Dead + 0 75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=128, 13-23=-5 Concentrated Loads (lb) c;ontlnuea on page z ae,.anlr,M m..r•I ltltl 10041.1/ rrn,wnm.,.,. uu1a..,. rll.rltl.ar rinerw/rtuyrlrrrltlerM plhnlln lgaa e,lawl Wlalrwayltlletelaa,aeegrelrprurAa'r lyaWyrrayeru/Ih.,,rplarlllery.ra 011. h**4.".tlgo artarlh Anthony T Tombo Ill, P.E. r.aea111b.Rb"hr,rya,Aaq.rOwn,rOwn',er,adep•raagry,.,ar,r a/rKrtlrrhalray,rcol rgyd/r111ry Wla.rlm,"bon Nr+na/rrYa>t,wrrnya1r111 0 1i0081rMIyrlArtrarua,Iala.rtrrrtaeolrr.r,eaar t mw,r epegpranharlua,rarrr l wear,lrnrlrrnraanerhnl6,p.,lnn rl t4l.rinu.asu.ru 4451 St. Place, tlewuarlhltragM aa.,rlhrlpr a,J111r ha1ror t*..nMtrar rop,. hr Mmtl'wfgrlOO tla}Ie..lnnar/enu FL 3494F RNce, fl 314 6 g filYl O l011 A•I lad tlnul • Adwry I.IAA.01,yl. tepdaia d6h d"aw,hul ls. i, prd'ae1 •dw lM "!as pKaiuiahn A I RW Imn, • AK&M I. lob 0, Ft. job Truss toss Type A0060489 XRSSUAE FGt I:LATGIRDER IRYA" OMES/SUMMERLAND Irly 2 Job Reference (optional) Al ROOF TRUSSES, FORT PItRGt. FL J4V4b, 06S9Mat VU$3 GOee, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plQ Vert: 1-12-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel), Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plt) Vert: 1-12=-128, 13-23=-5 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 Run: 7.440 s Ocl 7 2015 Pnnt: 7.640 s Od 7 2015 MTek Industnes, Inc. Wed Feb 22 10.48.04 2017 Pape 2 ID:?s00NIzBGko2hfpRYibzzzOpep jCMCWC4vbyoboeBNetbxAEShvyCvUakWwKNlgszidD9 tl q.ttweew. m..r•etttg1446(INiraewrm4l4ydfn1ltRattp;llCn144U1iRer4n rn..rrM r,rrn.Mlnnr,yw.gPlgrrIw.tttr.a,rta&-1 nhtw« w,6.--0aws.tr• rid rFewfr.rrutt/.rm a,.uml.br..1,.t tb r,r.d.vw..nor.,rl.tu.r.r.,at.rRrnwx rur.bw,oloral.p.r.ta1 n w. lr.t.r..,rut AnthonyT. Totnbo III, P E. ra4mt.ur Y1Y1hM,ry.ug/YMn.t.O.wYWen w.wlYlky...4a n wRYO rodW rllH trpw./I r W,v YG.u4y r*.nYrrYulutl Yn ry 480083 rwgley..t...a.uah,rr.rperrt*.rpnesrytw.rfw.r spWrrmhmrlunN..rrp.r.suernrnvrw,rsrleahwu,p.,t..ep.wl.ne.ra...ioI 4451St. u,cleBlvd. wurr. IR.tra re..nrlhet.awhr trnaleq,t4 ae/lrlr,tw*,,.hritwe141n.egMd1 •I40,era1wa4rN.IM. Fart Pierce, Ft. 34946 ppjM0Rif 41god Um,n•1Ar 1.took 9,01.tepWsrowd066.«e,sall..,kr0114M.AwtMaau.INdniuhnldlrllmut-AS&"1.ISAM0,rf. job Truss ype RYAN HOMES / SUMMERLAND xRSSUAE FG2 11, U: 1 1 A0066490 400E TRUSSES FORT PIE E 2 Job Reference o Ibnal RC , FL 34— des10r1®a 1 U1rss.corll Run: 7.840 s Od 7 2015 Pnnt: 7.640 a Ou 7 2015 MTek InCustrks, 111C. Wed Feb 22 10:48.04 2017 Pape 1 1 D:7s00NIzBGko2hfpRYibz2zOpep•jCMCWC4vbyoboeSNdbxAESpnyHHU W YHwKNlgszid09 1-51 3-7-3 5 9 12 7-3-13 10-1-3 12.7-8 1-5-2 2-2-1 2-2.9 16-1 2-9-7 26-5 1 5.4 II 1.5.4 II 3.12 = 1.5.4 11 1 US = 1.5.4 11 3.6 = 3.4 It 214 II 4.4 II LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.04 9-10 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.42 Vert(rL) 0.07 9-10 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.70 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-M) Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SP 240OF 2.0E WEBS 20 SP No.3 *Except' W1: 2x6 SP No.2, W5: 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 = 1754/0-3-8 (min. 0-1-8) 8 = 228510-3-8 (min. 0-1-8) 11 = 5949/0-3-8 (min.0.2-7) Max Grav 14 = 1773(LC 3) 8 = 2299(LC 4) 11 = 5949(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1364/0, 1-2=-1835/0, 2-3=-1835/0, 3-4=1835/0, 4-5=-2947/0, 56=2947/0, 6-7=2947/0, 7-8=1196/0 BOT CHORD 13-14=0/259, 12-13=0/1835, 12-15=916/0, 11-15=916/0, 10-11=-916/0, 10-16=0/2947, 9-16=0/2947, 9-17=0/657, 8-17=0/657 WEBS 1-13=0/2000, 4-12=0/2930, 4-11=-3767/0, 4-10=0/4513, 5-10=-373/0, 7-9=0/2473 NOTES- 1) Ply to ply nailing inadequate 2) 2-ply truss to be connected together with 12d 0.131'x3.25') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 06-0 oc clinched. Webs connected as follows: 20 - 1 row at 0-9-0 oc clinched, Except member 4-11 2x4 - 1 row at 0-7-0 oc clinched. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or 8), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Use USP THD46 (With 16d nails into Girder 3 10d nails into Truss) or equivalent spaced at 24)-0 oc max. starling at 1-4-8 from the left end to 10-11-8 to connect truss(es) FLO8 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert:13=1442(B) 12=-1442(8) 10=1442(B) 15=-1442(8)16=-1442(B)17=-1442(8) w+.11..r.+,.r•rllaartsssnlvuolarweunrl ocnmle.lvrt aaarunalrr. ma.yr••r r r....t..r,w.rror tl.r ril r o.la. r...,.mr.r6a.r Yleorui /m W rn.r r IL'rk.r 4 imtlo* I.Ir-ipq 4/jr dw.1111 petm..or r/rrrtu ,grY rr 1o 4ru/ kn Ipl.ratrr.re Nt. hkyep rl lr aY.t ruYl AntllanYT.III, P.E. rn4ar.or..lryrr,.ynrg4rrr,r{.wr.rwrew.rkryuy.,.r.ran4rKrarsrr .ealr,sgn,r..yrrin„Irsrr.w 4rtnl.hRa4rtur.lw..4ru.0 280083rkrrrbV..trar umur.rQrr pcM.r ansrlrr,u rwnlrspflr+auhnlraun,ryr r 6urnrny.rrrrn14r 1u1rp.,tnaM*t...hmr.ar..ru w.nrer.Mrtat r..irlgiry.euiYM trlmr1+P 41wa1nrlrl Mop,•Yrys.4p.grrr Yq.tur.annMr.a11 4451 St. Blvd. 494a416Mpi1Y10}II{414dUnu1•Ae6rryl.baMla,rl.teAMNadrvk4orn,sultwai1r11d'aN.m.pAraulnrrniluukwlAl4dtwlul•1 Lba1.lE,f.1. FartPlerce, FLFl3 Job russ N55TypeU HOMES/SUMMERLANO A0p66491 XRSSUAE FG3 Flat Girder 1 IrFy 2 JKYANJobReference (optional) At ROOF TRUSSES, FORT PIERCE. FL 34946, desi"altruss corn Run: 7.640 a Oct7 2015 Print 7.640 a Od 7 2015 MTek Industries, tnc. Wed Feb 22 10:48:05 2017 Pape 1 10:?sOCvllzBGko2hfpRYibztzOpep$OwajYSXMFwSOnmZAa6AiS zdMdVD4yR9 61MIzid08 2.3$ 4-3-4 5 9 12 7.9.8 10-1-0 2.3-8 1-11-12 1-6 8 1-11.12 2-3$ LOADING(psf) SPACING- 204 CS1. DEFL. in toe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.00 TC 0.45 Vert(LL) 0.01 7-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.35 Vert(TL) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WS 0.24 Horz(rL) 0.01 7 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 113 Ib FT = O% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' WI: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10 = 567/0-7-4 (min. 0-1-8) 7 = 158010-3-8 (min. 0-1-8) 9 = 2202/0.3-8 (min. 0-1.8) Max Uplift 10 = 131(LC 4) 7 224(LC 4) 9 = 83(LC 4) Max Grav, 10 = 567(LC 1) 7 = 1580(LC 1) 9 = 2202(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forties 250 (lb) or less except when shown. TOP CHORD 1-10=-593/187, 2-12=-84/916, 3-12=-84/916, 3.13=-84/916, 4-13=-84/916, 4-14=-613/49, 5-14=-013/49, 6-7=-076/110 BOT CHORD 8.9=-49/613, 7-8=-286/1887 WEBS 3-9=-773/25, 4-9=1791/156, 4-8=-73/595, 2-9=-906/2, 5-8=-1409/262. 5-7=-20731314 NOTES- 1) 2-py truss to be connected together with 12d 0.131'x3.25') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads rioted as (F) or 8). unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=S.Opsf; BCDL=S.Opsf; h=25ft: Cal. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=1b) 10=131. 7=224. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12. 65 lb down and 19 lb up at 1.", 134 lb down and 63 lb up at 3-", 208 lb down and 124 lb up at 5-". and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 86-8 on top 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=1.00 Plate Increase=1.00 Uniform Loads (ptf) Vert: 1-0=-170, 7-10=-20 Concentrated Loads (lb) Standard Vert: 1=.390 11=-65 12=134 13=-208 14=-282 15=1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1.6-190, 7-10=20 Concentrated Loads (Ib) Vert: 1=-324 11=-56 12=116 13=181 14=-246 15=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Ph. metal=0.90 Uniform Loads (plf) Vert: 1-0=-170, 7-10=.20 Concentrated Loads (Ib) Vert: 1=-127 11=-27 12=-63 13=-101 14-140 15=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0 6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-125, 7-10=20 Concentrated Loads (lb) Vert: 1=80 11=1312=42 13=83 14=48 15=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-6=-125, 7.10=20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 17) Dead + 0.75 Roof Live (dal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Ini) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-0=-125, 7-10=.20 Concentrated Loads (lb) Vert: 1=80 11 =1 3 12=42 13=83 14=48 15=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1.6=-125, 7-10=20 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 trq•11Inibm".w.r't Ito ttrmrairlatvt etnrtauettetNdtlatnamOcltturr r. inr 0W,-Nen.r,rr..r.rnr,Mr."lmlrr War tlerrrl Yrnn4nrr." era". arcs UILA rina4. ptae r.rrrmrrnr r.k.u yr},.fr.rtyrtr r..r It arem..eq.n4r nrq..r+.ctrrrtrrryeruFtnutim.rta.q.rntnl ally anrt.ir.t.r.rW Anthony T. Tornio III, P.E. ra4mt.nr.r+rlkr.y.uq.ro.n.rrw,'..rueer.rurr,t.y...rraerKrtrrrrrq rtnL s.r4rlpr.err..4re.u.w r.sea*.nrrrayoarrny.ryd 80083 rtrrttrq,ntr ti ratrr.ru6rrrenrnwn4rtr.lt.r•rwhkrsnt>,rrmhtn.rwww..yr. Int.snrnr.rrnrm4rkwrrt.,umr t..r.lmrau...rmI 4451 St. Lude WW. ae.n.Yrrrtrrr r•P••6hdA+rr•r tr kw,te.r.tp.srstr quv^,. kN i!.1.'.I.t n111 N1.111Y.1.1r%1 Fart Pierce, FL 34946 r (@"too 14164d ted6nut•IuAar l I6160m,rl. ter.Irled6irMwn,uutlwahrtll'ael.dwaM ecru. ytraiui.6w114dlmtn•I r.h 1. tuA. p, ll. Job fuss Truss Type RYAN HOMES I SUMMERLAND XRSSUAE 1:1.01 Floor DMC TDI ICCCC CItOT D,DOPC C, .n.e--.--e_..___ 0.1-8 HI o' 3.6 = 3.8 = 2 A0068492 5 f Jab Reference a tonal tun: 7.640 s Od 7 2015 Print: 7.640 a OU 7 2015 M1Tek Industries, Inc. Wed Fab 22 10:48.05 2017 Pape 1 ID:?s001NzBGko2hFpRYb=Opep-BOwatY5XMFwSOnn Aa6AiS_v4MVrOxwR9_61M121dD8 i l 11- 1 1-" - I 3.4 = 3.6 FP= 3.4 = 3 4 s s 7 e o 17 16 1s 14 3.6 = L12 UT20HS FP_- 3.3 = 3.3 = 21-2-8 q._o-cl US = rn 0*8 Gead load 0ea..its 1n Plate Offsets (X.Y)- 1:Edoe.0-0-121.113.0-2-8,Edoel,119:0-1-8.0-0-121 121:0-1-8 0-0-121 LOADING(psf) SPACING- 2-" CS1. OEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.43 14-IS 585 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.84 Vert(TL) 0.67 14-15 376 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.82 Horz(TL) 0.11 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 Is 1146/0-7-4 (min. 0-1-8) 18 = 1146/0-7-4 (min.0.1-8) Max Grav 12 = 1146(LC 1) 18 Is 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3715/0, 3.4=-3715/0, 4-5=-4902/0, 5-6=-490210, 6.7=-4902/0, 7-8=-4902/0, 8-9=3713/0, 9.10=-3713/0 BOT CHORD 17-18=0/2162, 16-17=0/46 10, 15-16=0/4610, 14-15=0/4902, 13-14=0/4613, 12-13=0/2163 WEBS 10-12=239110, 2-18=2391A 10-1 3=0/1 714. 2-17=0/1717, 9-13=252/0, 3-17=255/0, 8-13=-995/0, 4-17=-990/0, 8-14=-106f?27,4-15=-108/733, 5-15=-315/10, 6-14=311110 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) at joint(s) 16 checked for a plus or minus 5 degree rotation about its center. 5) Plate(s) at joint(s) 19. 1, 21. 12, 11, 7, 10. 18, 2, 13, 17, 9, 3, 8, 4, 14. 15, 5 and 6 checked for a plus or minus 0 degree rotation about its center. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacits, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard wq.[r,...ptm..r rHratoswryu[r anuelnl[useu!tata{mnaacnuwlrr.**&.Fl.sr r,r.M.r,u.nrra.ltelrrur[1I.rRH.rr ,o.1r, Wu s. ar.ru.a rt.apsar•.rram•wna a. 11WIII.iirus.ostnlMltshII.Mot4rPlArlur.P"IWAe,rragperu0bell y.u.rta.p..aa1 ra4 tw rgkr nr„ynieq.rs...r0..t.a.ed«..rk.rl4y...aewirRrr.rsldrlr,rOHe..4rtMryr•..4al,u.sywl,r*...arra,.[rerr.Mnr44 AnttwnYT.sm] 1111. III, P. E. rr rgr. r. [m. u,u.rmrrranrr.r i4rkr t.t..etiarslpyrrmhmrtun,e.wrpr e.iany ri srw4rkm 7 r.a1+r. lamrar... ghar.a rr lrkmrcry..a.nrlprv,.ln,f a.l.iR..y uq.w uanw.nll .tao.a4..lnxs a>.... ru 4451 St. Lude 8W. Nt1yh 011p 111 W 1mut • 46a1 L I.at.R,l t. tep.ions2l 410i11r.w1. s ut l«a is pAAM.Ma M nune.le.rltiD6» 1-16d tmus • W3ut L lads M.P.I. Fort Pierce, Ft. 34946 Job Truss I ruse Type HOMES / SUMMERLANO A006W93 xRSSUAE FL02 Flow 1 JKYANJobReference (optional) Al KWF I Kuzo=b, ruK I r¢Kl.c, r .»aw, u sgn a, uuaa.u-a • w••• Os Oct 7 2015 Print: 7 640 s Oct 7 2015 MTek Industnes, Ira. Wed Feb 22 10:48.06 2017 Pesppee 1 ID:7s00vllzBGko2hFpRYlb=Opep-faTyxt697Z2J 1 xKljHdPFIX31mpCyOFaOesMaidD7 0.1-8 H F-- 2=-0 —1 2-54'-1 o Dead Load Dee. • 113 to 3.6 = 34 = 3.3 = 3.8 MT20HS FP_— 318 = 3.6 = 4*4 = 21.2.6 19.11-0 20rj-0 I o.ra 1-1 Plate Offsets (X Y)- 11 •Edge 0-0.121 12.0-2-12 Eddel 14.0-1-8 Edgel 112•Edge 0-1-81 f 14.0-2-8 Edgel 120:0-1-8 0-0.12) 122:0.1.8.0-0-121, 123:0-1-8,0.0.121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.48 14-16 490 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(rL) 0.62 14-16 383 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inrr NO WB 0.81 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 106 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. Except: 6.0.0 oc bracing: 12-13. REACTIONS. (lb/size) 13 = 2335/0-3-8 (min. 0-1-8) 19 = 1027/0-7-4 (min.0-1-0) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-106610, 22-23=-106610, 11-23=-1066/0, 2-3=3302/0, 3.4=-3302/0, 4-5=-4104/0, 5-6=-4104/0, 6-7=3067/0, 7-8=-3067/0, 8.9=-3067/0, 9-10=0/917 BOT CHORD 18-19=0/1963,17-18=0/4104, 16-17=0/4104,15-16=0/3894, 14-15=0/3894,13-14=0/1578, 12-13=-917/0 WEBS 10.13=1288/0, 2-19=-2171/0, 2-18=0/1480,3-18=-301/43,4-18=-1130/0, 9-13=2353/0, 9-14=0/1706, 7-14=261/0, 6-14 =-976/0, 5-16=296/0, 10-12=0/1388, 6-16=-107f712 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pl) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1070 te..lru•wMq.r•.IGOtW!{(11tt11'al3a ern lfOHY.6fNrrf11Rr1aaL'ntlW.r Yi• Irfa Aaiwrr,rr,.w u k0pj.gQtlrr am, I I a,/tM—WoWn.r M.A . Wd-r nk" waa uuplorr rrrm•k.e..r.kmreytr@..yugtn•sM1rlr-.IA pam.rco.rerFrtu.r. alrrRrrrgerWrkaapler0lq..mal tr.urea.' %1".drksob It rye rtw,rya.rler„y.sp•ro..ro.:r.a.awe+.rk.rt y...wrnerRrrrsdl.Ir,arrtntr-I rtarrtwa.ert.n.syrrla*..arrrr.rarrnrwrr rhlYlltyarlrar YOru,••r1Arr/OnrFo+n rw tgs.LursIIOAFwmhmrfuo rrrrp.r Inlrnrny.rrlra.n remAp..hml tq..r4nrr.a..ro IUM.IMIf..a r.wgy p'u.-YM Ik ImM.FIr•s iIr IM Mo',•ars!r*..i ry uawer nnnrr•m1 Anthony T. To nbo III, P.E. Sam] St St. Lucie am. Fort Pierce, FL 34946 MPWm111/111.dImin•IrM11.I.N.ot,Fl. Gp.lamrdail /aw,ieghmispA&W•dwd*agesllraiuiubseA4l.dhaws •IrMgLfambett,Fl. Job I russ I ruse Type Uty Ply RYAN HOMES / SUMMERLANO A00664>H XRSSUAE FL03 Floor 5 1I Job Reference o liorlal Al KOOF 1 HUJ5t5. huk I YItKUt. FL 34946, aeugnrga 3.6 = Hun' 7.640 a Oct 7 2015 PnnL' 7.640 a Od 7 2015 MTak InduSfdtl, Im Wed Feb 22 10.46.06 2017 Pao 1 ID:TsOCMIzBGko2hFpRYibzzzOpep•faTyxt697Z2J1xKIjHdPFfX36msAyNsaOes D7 2-0-12, 24)-0 2-" 1.11-4 0ea0 Load W. a 3116 in 3.4= 3.4= 3.6 FP= US= 3.311 30= 34= 3.4= US= 3.3= 34= 34 FP= 3.6= Us= 19-11-4 25-9-0 19-11-4 I 5-9.12 Plate Offsets (X,Y) - f1:Edge,0-0-121, f4:0-1-8,Edgel, f19 0.2-S.Edgel,124:0.1-8,0-0-121, 126:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.79 Vert(LL) 0.38 19-20 631 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 0.58 19-20 407 240 BCLL 0.0 Rep Stress Inrr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCOL 5.0 Code FBC20141TP12007 Matrix) Weight: 128 lb, FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat)'Except* 81: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end venicals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 23 = 1007/0-7-4 (min. a1-8) 14 = 36/0-3-8 (min. 0-1-8) 17 = 1749/0-3-8 (min. 0-1-8) Max Uplift 14 = 163(LC 3) Max Grav 23 = 1015(LC 10) 14 = 208(LC 4) 17 = 1749(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3153/0, 3-4=3153/0, 4-5=3842/0, 5-6=3842/0, 6-7=2642/0, 7-8=2642/0, 8-9=2642/0, 9.10=0/1297, 10-11=0/1295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-1 9=0/1 080. 17-1 8=0/1 080, 16.17=-426/137, 15-16=426/137. 14-15=-426/137 WEBS 2-23=2086/0, 2-22=011401, 3-22=294/16, 4-22=-963/0, 9-17=-2434/0. 9-19=0/1759, 8-19=-253/0, 6-19=-1027/0. 12-14=-174/564,11-1 7=116310, 6-20=-2/694 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=163. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d 0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard a..(.a.rr•My... rY I r10IOli1(W Ir1Arm rin rwaxemayvrnartaalaarr. 1e qay I•e,w r,rr,.r, I•awrr.r,larlrr uaq 116a,r1 gsm trngr..• agar.,. r/. r 10.q ltlnae FM Naka/rrlo•g N4 arYnTyEil FtiiF'r11T•4r,d.lllryrtan.¢Tn/r pkrl mAurlkYg/r or ke gp1.r01q.• Ml rx*w AnttanV T. Tombo 111, P.E. r•e/rGnrgg4Ylgr,npiar,/r0.a.r0.a'•a•rl••rkll k}•,•6a a/raLrarrldNq,rrtlFl lipid/YIMrryWa./bl•n ra74rlt.•ai1r., Y•Jlgr.,•Y7/ 880083 rNl bgarlr•I• Aaru.l•rgrrpaerprn/rW IqueggRlr.ryr6lr/ranhlArWn,rr.lrps/. artr,nrny.vte,r••n/rgn Mp.,IanMpl4rrlm Maa• ro 44SI St. de Blvd. W remaiYlielreatarga•w4elhdpf,•rd IY anele,}br.gallrrrgMr,•ga3!a.irw/ggWr q•rr unar4rr•Dll, Fart Pierce, FL }A946 gpitb0101{AIkdbnle/•AAapI, took R,rA,tepMnfisddneMwn.bNbra itpA&Wd, wa."imArrakilabooAIlidImw•A4aegI.IWm,r.l, ruse loss type HOMES / SUMMERLANO AOOW95 XRSSUAE FLO4 Fbw 1 1 JKYANJobReference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946, 0W QnG8IUUSe COrn 0.1-8 H i 2-" 14 1 I.S.4 11 1 S.4 = 3.4 = 1 2 640 s Oct 7 2015 Pnnt: 7.640 s OcI 7 2015 MTek IndusUies, Inc. Web feb 22 1046 07 2017 Pspe 1 ID:?s00NIzSGko2hFpRYb=Opep-7n1 K806oulAAfSvxH?8eot4E?AE4hx2jdlbPRB2WO6 1-3-0 2-1-8 141-0 i 1.5.4 II W = 1.5.4 II 3.4 = 3 4 S 6 W Deed Load Oe1I. • 11161n 1.5.4 11 1.50 = 7 3.4 = 13.5-0 13-5-0 315 = Plate Offsets (X Yl— 11'Edee 0-0-121 19'0.1-8 Edgel 113.0-1-8 0-0-121 115:0-1-8 0-0-121 LOADING(psf) SPACING- 2.0.0 CSI. OEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Ven(LL) -0.17 10-11 >911 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Ven(TL) -0.24 10-11 >647 240 BCLL 0.0 Rep Stress Inv YES WB 0.39 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 67 lb FT = 0%F, 0%E LUMBER - TOP CHORD 20 SP No.2(Oat) BOT CHORD 20 SP M 30(8at) WEBS 20 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 714/0-3-8 (min. 0-1-8) 12 = 72110-7-4 (min. 0-1-8) Max Grav 8 = 714(LC 1) 12 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1914/0, 3.4=-1914/0, 4-5=-1854/0, 5-0=-1854/0 BOT CHORD 11-12=0/1270,10-11=0/1854,9.10=0/1854, 8-9=011294 WEBS 2-12=1404/0. 2-11 =V713, 3-11=275/2, 4-11=- 266/260, 6-8=-141810. 6.9=0r163, 5-9=- 297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3)'Semi- rigid phchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 104)-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE( S) Standard 4.. t. Irre..w.. r'1I IOtl1tR16(Vlltrjirltl LM Lmt/C1tt6R411r1rjx0]NlkRtrr. kn.. pw:nrrlr.,. enim,rTrq Llrr Ie, I i.n, e,tt term treAr, M rwur.w r.r Ki 611— rttrr, rrru•r.0 Anthony T. Tombo III, P.E. I .W . Ianr nr W tnr,.P,"d&Mn.rOwt,.radew.rwyk.,.r.a4rsCrocrrkrrlyr,rmt 8 80083 rrlyr.u. au w. rw uw•rum.mrtwr,4rlwtil.evars(WrreeharYin .rr rra al rnrno.dr,rrndrkw<rp.,lonre'I,.rlm,wau.ra 4451 St. l.ude&vd. w...eerrM, G,meir,l•rtgdUws•„YM 1Yk,h./[.t•erlrMlrar.t,• W114 I,pw,Ie,t1 Aet r.e.rw nnnArt•Ie1 Fort Pierce, FL 34946 rytitYOMI{kl4dhnul• I.Oatl.l.d.m,ri. teed.nirdM&MM,bathe,itNA6WMA046"OnMatiubMAdlidImut•ALU"I.I0MI11,ri. Job I russ Truss I ype Fly HOMES I SUMMERLANO A0066496 XRSSUAE FLOSG FLOOR GIRDER 1 t JRYANJobReference (optional) Al H001• I11UJStS. 1-UK I I-Itlttyt. FL 3494tt, Ga$ Qn(aaltr115S mm 0-1-8 30 = Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 MTek Industnes, Inc. Wed Fab 22 10:48:07 2017 Paappee 1 ID:?sOOvllzBGko2hFpRVibzzzOpep•7n 1 K806ou WAfSvxH?8eot4NyA1bhx6jdlbPRBzid06 l r 3.4 = US = LOAOING(psf) SPACING- I t o CSI. OEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.01 6-7 999 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.44 Vert(TL) 002 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Harz(TL) 0.01 5 n/a n/a BCOL • 5.0 Code FBC2014/rP12007 Matrix) Weight: 22 lb FT = 0%F, 0%E LUMBER - TOP CHORD 20 SP No.2(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1 .8 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. ( lb/size) 5 = 1157/Mechaniral 8 = 1195/0-7.4 (min. 0-1-8) Max Grav 5 = 1157(LC 4) 8 = 1195(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=1205/0 BOT CHORD 7- 8=0/1205, 6-7=0/1205.5-6=0/1205 WEBS 2- 8=1686/0, 3-5=-1636/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect thus backwards. LOAD CASE(S) Standard 1) Dead t Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert: 2=1041 3=1032 44q. 11s.fnygn+r'u 110f It1{S11i 1914rN119ot10aM{tMJ(7'lY1xO7RliQlr•e ryrgpn• 1.11A. f.reNMI, IMIL11 lrm11M1M . kMu 6•.r ml.f Dll,r1 alr..9• lA.t.fk.irrnl•krlatunkt t t...tlstllt grw..Inoue.t atl t4rswar•r.mrasq.r.•r•Mk u4a•+•rinrt,•a+Irr n.A..r4••enrsM AnOmyT.TamtaIll. P.E. h.•4 rwfrtrur. lMynrm.rJyro,rs.rh Yl r.rld•Yy...r ra/rtl,rAcrrkl.Y e.d1111 oprry.. lir.lboagoWL&Wgr mP.Y.Wk"Wksr,Alto 80083 rW"It".rt•e.. ISM ula4r11lrbpr olp"nd6loNgUip"Wrt4nr41lilp4rrpmrllb- Amiftpndrd- 0114rnrny I 4451 St. Lude 6W. a•..Wiltrr•Igr}•.rthap...M Ik A.Ito.y.•errr6agltt*•.•Ne11..Ep.eq NM Gafted.Offlubbr•aN. r fort Pierce, FL 349" tgpyMO2IUAJiwllnnn-Aa"1.Iaiftll,rt ItpWwiadditdemomiallatelnotinl.i6wrdrscan prctirkm4.1IWlmur•140ulLinMll,rl O russ ruse TypeJ RYAN HOMES r SUMMERLANO A006W97 XR5SUAE fL06GE Floor Suppone0 Gable1 1 Job Reference o tional A] RWr 1 RVJJCJ, r' VR 1 flCnlrC. r .na+Y. Y•i w .YYaa.YUY. 4-8 Run: 7.640 s Oct 7 2015 Print 7.640 a Od 7 2015 MiTek Industries. Inc. Wed Fab 22 10:46,07 2017 Pape 1 ID:?s00NIzBGko2hFpRYibzzzOpep-7n1 K8D6outAAfSvxH?8eot4PxAONh 1 hjdlbPRB= 4-8 3.3 = 34 FP= Sri = 4 w to tt 19 11 14 15 16 17 16 42 41 40 39 36 37 36 35 34 33 32 31 30 29 26 27 26 25 24 3t3 = 34 FP= 3.3 = 19 20 21 0 I05, 23 22 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0 00 22 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix) Weight: 111 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(Oat) BOT CHORD 20 SP No.2(Oat) WEBS 20 SP No.3(Oat) OTHERS 2x4 SP No.3(fiat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 tic purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. Except: 6.0.0 cc bracing: 34-35,33-34,31-33.30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40. 39, 38. 37, 36. 35. 34. 33, 31. 30, 29, 28, 27. 26, 25, 24. 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 cc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-" cc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t•q•IMI-01 . r•.Itvmamuana10 nmimnmtnomoIituiri arr. 1Ar1g1.rw.rrrr•rrGm al aw•1plrr Yr l t•iart 4rlofY+Ml.0 aau al•.m rd.r111,.q eto—Mllal•er wdrrtA.a•H Andmy T. Tomta Ill. P.E. rr/rlMr•rNtY.rR.rlott4ro.ro.11 r.bad.rldyaa,.rata4re,r[rrldl ti,rpl h.Fwl4rt>1r r11ra4r kwLrWM oft aq,.Yr.r rah Wr W ip M d 8M3 r Wlay.rrser nrnur.rOrrt Irptln4rlY f.Wr.r.••pl$FtNIgL rYueAaa rF.rpl tpN lrnrwp•sYllr6.lartre,agi•kloag4r rGo r.len.r 44515L Ltede 8W. n..r.rryrtsaarr.•R4•r.ewak.rrn 4..aetrl ay...lefp.t..w14•n noal,droeoKad.at. Fan ware, fl 3:946 1ppiluO111441Wbmn-/ I.I.•M4/L1gn1•oisd6il/nrm.itRIr•,apte1M14.AWtwnenpl•itu.kn4.1Red Incest•Aelr11.11l.O,FL job Truss SType HOMES I SUMMERLANO Job 0- 1-8 HI A0068498 t 7 1 ' b Reference o tional Run: 7.640 a OG 7 2015 Print 7.W0 -Oct 7 2015 MTek Industries. Inc. Wed Feb 22 10:48.08 2017 Page 1 ID: 7s0OvIIz8Gko2hFpRYibzzzOpep-czbiMZ7OfAl1 HFU8nftK4cQmeY3QLxtrylyzdzid05 2." R&4 4-8 bead Load bell.. ale m 3. 4 = 4. 8 3.4 = 3.3 = 3.3 = US FP= 1 I • . n n I . n .,. 4. 6 = 34= 4.8= 3.12MT20Hs FP= Le= 116= 4.6= 3.6= 1. 5.4 SP_— 1 24-7-0 11 7-A 1 Plate Offsets KY}— 1:Edge.0-0-121.115:0-2-8.Edgel. 123:0-1-8.0-0-121.125:0.1-8.0-0-121 LOAOING( psn SPACING- 2.0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.70 17-18 417 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.81 Ven(TL) 1.09 17-18 266 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.15 14 n/a n/a BCOL 5.0 Code FSC2014/TPI2007 Matrix) Weight: 124 lb FT = 0%F. 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 20 SP M 31(flat) WEBS 2x4 SP No.3(flat)'Except' W2: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4.9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 22 = 1335/0-7-4 (min. 0.1.8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4511/0, 3-4=-4511/0, 4-5=-6556/0, 5. 6=-0556/0. 6-7=-6653/0, 7-8=-6567/0, 8- 9=-0567/0, 9.10=-0567/0, 10- 11=-4551/0,11-12=-4551/0 BOT CHORD 21- 22=0/2565, 20-21=0/5823, 19- 20=0/5823, 18-19=0/6653, 17- 18=0/6653, 16-17=0/6653, 15- 16=0/5848,14-15=0/2618 WEBS 2- 22=2835/0, 2-21=0/2152, 4-21=1451/0. 12- 14=2876/0, 12-15=0/2137, IO- 15=-1434/0, 10-16=0/878, 8- 16=-317/157, 4-19=0/889, 5- 19=-313/160.6-19=476/422. 6- 18=-252/254.7-16=-762/435, 7- 17=258/248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plate(s) at joint(s) 20 checked for a plus or minus 5 degree rotation about its center. 5) Plate(s) at joint(s) 20, 23. 1, 25, 13. 9, 22. 2, 21, 3, 4. 14, 12, 15, 11, 10, 16, 8, 19.5, 6, 18, 7 and 17 checked for a plus or minus 0 degree rotation about its center. 6)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard a. q•n.,,r..plea..r•.1malwn(inllrya13uc1nro aeentamalvrtr allcal[[,rr• reayp.r,r.lr,.s.um1„*..gp[Irruryll•d.artarnoawM,•, ru•b.nml.ratµY4as/[, u YMrYID.rnp 1,.6mMyl.Ii.tldlf..),rW.alnp.wz,ri/r lnhu n mIrYRYrwoj4r a/i i.lplaral .4011 A i1j• "",""'"aW1 Anthony T. Tombo III, P.E. r.•4r,tn,ryaynr•,1.ur,4rOwn.ra.•,'.a.a,i*r.ru•1 1y..•r.aarlLr[rrldrla u rl[I ran.4r1[rgw.v4run.r r*..swrr..ld,erray.rul4 Ii 1iU 0083ruu l[q.rues ua,or•rl[raAomrrd+naslreeugrwr,.r.ptyl,u r if!nr1u..,r.drpod 1nl drrny.ra rm4r{nllip..t.ot ptq..rrnr.w,.uo 445t St. lle end. tude rwuaYMM.fral7rq••.bdl•>e •wY,l Ira,,,Rc}l'w •1Clrur M•p,•YN7!m 1,P•Iq rr1 napr,Iw.,meYr.011 Fort Pierce, FL 74446 R,jkOMI{ Idlulknul•14thpl IuiN0,1.t. tep.lmi[d6n4nra.isulMaitpdAiW.duoMwalea/1,aBuuk.e4114dLmu1•uM.1I Ias1.11,11. russ hiss Pe RVAN HOMES I SUMMERLANO p AOOfi6199 XRSSUAE FL08 FLOOR Job Reference (optional) Al ROOF TRUSSES, FORT PIERCE, FL 34946, desgr@atlruss.com 0-1.8 HI 3t0 11 1.5.4= 5.10= 54= Run: 7.640 s Oct 7 2015 PnnL 7.6r0 a Oct 7 2015 MTak Industnes. Inc. Wed Feb 22 10.46.Ot12017 Pape 1 10:?s00NIzBGko2hFpRYhzzzOpep.czbjMZ70fA11 HFU8riftK4eXdaY00LstryLyzdzidDS 11I-" 21- °. 141-00 3.6 FP= 3.6 FP= S.6 = 5.10 = oead Load oea. 318 in S.a= Silo = US MT20HS FP-- im M,"m r— 5.10= 5.6= US = 5-6 = LOAOING(psf) SPACING- 2-0 CSI. OEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL TC 0.28 Vert(LL) 0.63 19-20 499 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.79 Vert(TL) 0.99 19-20 319 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.12 15 n/a n/a Weight: 222 lb FT = 096F, 096EBCOL5.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1448/0-7-4 (min. 0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-0-5480/0, 4-5=-830810, 5-0=-8308/0, 6.7=-8308/0, 7-8=-867510, 8-9=4327/0, 9.10=-8327/0, 10.11=-832710, 11-12=-5530/0, 12-13=-5506/0 BOT CHORD 23.24=0/3101, 22-23=0l7228, 21-22=0/8675, 20-21=0/8675, 19.20=0/8675,18-19=0/8675, 17-18=0/8675,16-17=0l7263, 15.16=0/3168 WEBS 13-15=342710, 2-24=-3367/0, 13-16=0/2555, 2-23=0/2573, 12-16=-264/0, 3-23=265/0, 11-16=-1870/0, 4-23=-1888/0,11-17=0I1156,4-22=011172, 10-17=303/68, 5-22=301/70, 8-17=-1019/319,7-22=-1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard A-ft-Amnr'uka0mefa0VlNoaetctaeGo 6tNra(a97ryimrr.r4 w4himfralen,• Mm.mml.alu,i al umiNnssMtulrrla•knit. ImktPbAt.,yaA6P+lrw.gw,un,j do. ns.* i .oratr WPft%tl-oft WOO! AM*"T.TonftIII, P.E. rr/•nrnYga• klart.*rJel rO,roduYh+*•rtrq•.•ralm/rtl,rt<rrYfYigaar011 hgnrOOrgWndrbwtrrl..asttt e,.>,rar gtrrrnyn•ye $80081 rwll.#rrrr arur•rDrrFa.tr rn rwgbe.nfen sarPmlrrrh0lruuo kprFro IHaknr4451 SL Lude 8W. a.e.arrhasia r•arlhar r.r+Aemtn4kr•.•o1raM ky.•k.nka•l wsgl.l u pcdr `n"dA l ow Fort Pierce, FL 34946 r tyltyaO111F1.14d, u1w-Mkall.l.al•Gl,lt Itpl.da•daelara,ialga&isPIMM-6061-tmoprci,wh..l•Il.dinrw•MbulLI..MIII, PI job truss Truss Type FlyRYAN HOMES / SUMMERLAND XRSSUAE FL09G FLOOR 1 1 A0066500 Job Reference (optional) A! RWI- I RYJJtJ. FURY PIERCE. FL 34946. 003rgn@8 0-1.8 H 2F- -6- Run. 7.640 a Oct 7 2015 PnnL 7.640 s Oct 7 2015 MTak Industries. Inc. Wad Fab 22 10.48.09 2017 Pap 1 WIID:7sOIzBGko2hFpRYibzzzOpep-4995Zv82000uuP3KP086119gUzvR9kz04e5W V3zi 1$-0 it 2- s 4e6 11 3.3 If eft FP= 1.5.4 = Se10 = Se6 = eaa 1 2 3 5 a 7 a ss 23 22 21 20 5e8 = Se 10 = 3.12 MT20H5 Frt 5.6 = see = See FP= e 9 10 19 18 17 3e12 MT20HS FP= 5ee = 1_1 MSH422 5e6 - Se14 = 11 2 1] 16 5.10 = Dead Load Den.. 318 in 14 15 5.8 = LOAOING(psf) SPACING- 14-0 CSI. OEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TIC0.40 Vert(LL) 0.64 17-19 493 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) 1.01 17-19 314 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 088 Horz(TL) 0.12 15 n/a n/a SCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 222 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) SOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticats. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1240/0-74 (min.0-1-8) 15 = 1804/Mechanical Max Grav 24 = 1240(LC 1) 15 = 1804(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4912/0, 3-4=-4929/0, 4-5=-8052/0, 5.6=-8052/0, 6-7=-8052/0, 7-0=9145/0, 8-9=-9663/0, 9.10=-9663/0, 10-1 1=9663/0,11-12=-7496/0, 12-13=7475/0 BOTCHORD 23.24=0/2712, 22-23=0/6744, 21-22=0/9145, 20-21=0/9145, 19-20=0/9145, 18-19=0/9145, 17-18=0/9145,16-17=0/9278, 15-16=0/4110 WEBS 13-15=-4446/0, 2-24=-2944/0, 13-16=013687. 2-23=012404, 11-16=-2222/0, 4-23=-1960/0, 11-17=0/418,4-22=0/1420, 10-17=-338/0, 8-17=0/1153, 7-22=1734/0, 7-20=0/390, 8-19=-291 /0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Plate(s) at joint(s) 24. 25, 1, 15, 14, 9, 6, 13, 2, 16, 23. 12. 3, 11, 4, 17. 22. 10. S. 8, 7, 20 and 19 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 21 and 18 checked for a plus or minus 5 degree rotation about its center. 6) Refer to girder(s) for truss to truss connections. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) CAUTION, Do not erect truss backwards. 10) Use USP MSH422 (With 10d nails into Girder S 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down.- 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead * Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven: 15-24=4, 1-14=-67 Concentrated Loads (lb) Vert: 11=-1113(F) rreftwo r'uwmmt(lwglamartermmDawp(ualrfa7r0sferrra r hM'w+uraa.rarraMra.llerrtawlt afl.a.mfrnm.. r,ut..radartg4 tru.M.prnark.mrr0l.wr h ralaPt..p..yagkP.irw..ftr,r,aurt.rrrFwry..boy.,arrrrayrryrk.u4orarnl,rnOu. Ira e:.M.rrr.rs rerq Andwy I. Tombo Ill, P.E. r.arankmrwrrr erKtagrre,re.tr.r.r.rlYgry...rmrra,ratrrlr.k irraL lr e.rrrDr.,wa d r bak um "w4aw"Ambr"*ebb,I.>,gr s8M3 rkerla rf n qe,urarlsrrr<snrrar„rrwgOq.rvgr amlrrrrhmrv,wd..rrr.rli, 0uar»rngtW.rraa,frtnu rry.,rorq t wrtmr.ka..rrI 4451 SL Lude Blvd. d,..rMdq trrr 6r..oggdlp+nnMa. hu.rkY'slrru DlrMr,I p„A.. tntnr hpudq rrt 1lapadonaa4rd404 Fort Plerce, FL 34946 rnrrlb0111AAdtW 6uu1•Aalal Llada 18, 1.1. Igr6halad0rl Mem, 6wr IN&h A&M.4m 61.1an prsiubw A•IM Items •Aala11. 10401111, I.L o toss Type HOMES / SUMMERLANO A0p66501FJobxRSSUAEFL101:1-0css 2 1 eference a tional At ROOF TRUSSES. FORT PIERCE, FL 34946. desgrl®tlat 0-1-8 H 1 2-6-0 15.4 11 1.5.4 = 34 15.4 11 Run. 7.W0 s Oct 7 2015 Wins 7.640 s Od 7 2015 AkTek (Muskies, Inc. Wed Fab 22 10:48.09 2017 Page 1 ID:?s00v11zBGko2hFpRYibzzzOpep-49952v82000uuP3KPOB6t19Z6zrb9mt04c5W V3zidD4 I '=3-0 I 2-2-8 t 2-0-0-I 3.4 = 3.6 FP= 15.411 3.4= 15.411 3.6= a a 7 e 9 13--0-I 4W Dead Load bell.. 114 in 3411 5.6 = 10 11 12 34= 3.4= 3.6= 15.4 II 3.6= 34 FP= 4.8= i 11.9-0 20-1-0 2t911.1 8-4-0 0.4.0 Plate Offsets (X Y)- 11'Edae 0-0-121 (7.0-1-8 Edgel 19.0.2-8 Edael 112.0-1-2 Edgel It6'0-1-8 Edgel 119.0-3-8 Edgel 121.0-1-8 0-0.121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.50 17-18 475 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) 0.77 17-18 308 240 BCLL 0.0 Rep Stress Ina YES WB 0.76 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 101 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except' T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31 (flat) 'Except' B2: 2x4 SP No.2(flat) WEBS 20 SP No.3(nat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 12 = 1099/0-3-8 (min. 0-1-8) 20 = 1093/0-7-4 (min.0-1-8) Max Grav 12 = 1099(LC 1) 20 = 1093(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3487/0, 3-4=348710, 4-5=-4566/0, 5.6=-4566/0, 6-7=4566/0, 7-8=-4045/0, 8-9=-4045ro, 9-10=-1190/0, 10-11=-110510.11-12=-1190/0 BOTCHORD 19-20=0/2052,18-19=0/4290, 17-18=0/4045, 16-17=0/4045, 15-16=0/2830,14-15=0/2830 WEBS 12-14=0/1579, 2-20=-2269/0, 11-14=-251/0,2-19=0/1587,9-14=-1814/0, 9-16=0/1481, 4-19=-888/0, 8-16=521/0, 4-18=0/406, 6-18=-44010, 7-18=-127/925, 7-f7=347/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plate(s) at joint(s) 15 checked for a plus or minus 5 degree rotation about its center. 3) Plate(s) at joint(s) 21, 1, 5, 12, 14. 20, 2, 11, 19, 9, 3, 16. 4, 8, 6, 18, 7 and 17 checked for a plus or minus 0 degree rotation about its center. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 1040-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1rnr.h. r . i ma tasm(v l almt elnl wuremmytatnuaaamlurr. amr I..r r r r.r, rn r r.palrr u l lr eJ1 bl-urwn.. kru r.,. w.r lR• Waa r/.ndknrrr04.kr1 1..kn1ryklr+..11.W1a^rlrir.gQlipem..ce..4rVGu I.yeWlrr.y4ruy.k.ikpr.rtllp,.r011. hkq.w.%W". btrart Anthony T. Tombo ill, P.E. r../bl..kgk4k11.r.yn4a14r4....rA.•1d.k4..rkrr)le*.,.r.4lrllrfrrlrllydrtM.rR...IYI r W../Mhmr.kfttl.q.rYrka dkrny.rR4 160083 r44iq&W.lr.r uml.r.rturr rr.are4rkr v+rwlrrsngrrraglnrvun...srr r.. wtar.rnrrr.rm4rkmr.,l,.ek„k y..lm.r ka..ot 44SI St. Lade 8W. rYr1..(repl,A.wr,M lrewY.1 Ikk.troPt.a Wlrklgrvp,.l.1.m l.pw l.t.Wr ry.er.n..rr.m1 Fart Pierce, FL 34446 gpt160H14411.111nin•4.A1qI.IW.l1.P1.1tFWKf0dm14...1e.o.taa.hMra.er.m.a(a"i elormth.6NaIsdInul-L.m.l1.haks,rl. Job truss 1' russ M US FP-- 1 2 ] 4 5 a 7 a Job Reference o clonal A0066502 1 1 tun: 7.610 s Oct 7 2015 Pnnt: 7.610 a Oct 7201 MTak IMusutes. Inc. Wed Fab 22 10:48.10 2017 Pape 1 10:?sOOvllzBGko2hFpRYibzszOpep-YMjTnF9g SoYkWZe Wy7iLPVtv2NO2uOPAJGg322 Ft WziidD3 3.3 = 34 33 32 31 30 20 26 27 26 25 24 23 22 21 3.6 FP= 34 = is 16 17 e CA 1 9T1 SIT1 11' e 20 16 16 LOADING(pso TCLL 40.0 TCOL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.09 BC 0.01 WS 0.03 Matrix) OEFL. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) -0.00 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(0at) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 1 G-0-0 oc bracing. REACTIONS. All bearings 20-1-8. Ib) - Max Grav All reactions 250 lb or less at joint(s) 34. 18. 33. 32, 31, 30. 29. 28. 27, 25, 24, 23. 22, 21. 20. 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6)'Semi-rigid phchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard rq•1`xr,wMn+. r'H IODtOm6fti1t0'1 W Wl Dal ImQ tIl111U(710 407r1t1i[trr. MI Rq P w.r.rrn rf 4mriM k+Al,rr 141.IiaU Mo1r.r na Mua.r ml r i q auu.tlrnwr-rrrin•w r r .tm,uo u^.N.M 4 lr r Ir r,w..,/h1 ur.rgny.arnrray/rrMk.una+rn1.4,•.6u. h ru.wrrt ar.h Anomy T. Tomtq III, P.E. r.rr.umr.wrr..mr.,wlrre..,rCr WC..rkdyry.aMarrtl,ratrrr>trl y,rrNl. hrRwrrrlAryMlu/rkwx.fYir.m^.flrrYge/f.rupwr 1 tm10"k4rrt.n.rr.tua.rlsrrFlm.rerrnrrrr t.r..lrtkr.rptytrerhlMail Ms. weWre.rrr, mlrnrnq.u.rnra.rrrkw.rq..ka,u ywrt or.aa..reu 44515L Lude 8W. s1..rardh.(rte rrr. wqh trr..+w d mu rnMty..k of rkra tnl... k tlpsl rq rq nq mrra e a rar. w+. tl trynyb0111141Ur1a11n-AOtlrlAnkill,lltq.4lrird6it4 aro.iallaaitRWYM:d4gM..onprttiwkrl•Ilwllutut•AArILI.eI.O,rl fatDlera,Fl ]494fi Job I Nss 1 rus8 1 YPe plyIRYAN HOMES / SUMMERLAND A0066503 XRSSUAE HA Diagonal Hip Gltdu 4 1 Job Reference o liorwl 111C. Wed Fab 22 17 Pap Al Kwr I nuD=C , ORT PIERCE, FL 34948, design®attnas.00m "' T' ID IzgGko2hfpRYib=OpepOYHrkb9lx5gbSiDlNrOaylEwynetedrAlXwarayzidD2 1- 5-0 741-9 1- 5-0 741-9 3 4 = Deft. - 3116 in LOAOING( psf) SPACING- 2-" CSI. TC 0.72 OEFL. Vert( LL) in 0. 23 loc) 4- 7 I/ defl 404 Ud 360 PLATES GRIP MT20 244/190 TCLL 20.0 Plate Grip OOL 1.25 TCOL 10.0 Lumber OOL 1.25 BC 0.50 Vert(TL) 0.25 4-7 362 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) 0.01 2 n/a n/a Weight: 26 lb FT = 0% BCOL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8.13 oc pudins. BOT CHORO 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 = 173IMechanical 2 = 466/0-10-15 (min.0-1-8) 4 = 81/Mechanical Max Horz 2 = 111(LC 4) Max Uplift 3 = 125(LC 4) 2 = 374(LC 4) 4 = 81(LC 4) Max Grav 3 = 173(LC 1) 2 = 466(LC 1) 4 = 118(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 116mph: TCOL=S.Opsf: BCDL=S.Opsf: h=25ft: Cat. It: Exp C: Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed : porch left exposed; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at 9 117A IA „ Gh of Wnt 7 and At IA I,nlift w inint d 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 19 lb up at 2-1-0, 19 lb down and 19 lb up at 2-1-0, and 42 lb down and 57 lb up at 4-10-15, and 42 lb down and 57 lb up at 4-10-15 on top chord, and 4 lb down and 23 lb up at 2-1-0, 4 lb down and 23 lb up at 2-1-0, and 17 lb down and 52 lb up at 4- 10-15, and 17 lb down and 52 lb up at 4-10-15 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-7(F=-4, B=-4) 11=15(F=-8. S=-8) p,.,. ,... .. r.... .tom...__.._-'.-- "- --- -- tr y.t1.-r.M-.. r•t l tea toue(vulryat3u emu tanMetMM f Mlrlxmmrtutrr- r*.. r-slr err.-n rnryrl.Prn.tr r. l I" 10t rr.tu W W— rr.1 e-. eell.r la. Wne•. I e/rarn rrlMar,e rthmle l w a.lpalt lrW.AIM,pnm..apn/rpttrr-/,o1eYl!rrla 4rujl rupnl.rlM.p.r Ia1 Anthony T. Tornbo III, P.E. I ruterlt-nr rrrar,.y.rgerl...rrm'Ir.et..r6"6"djk"ddrKrarrlrratir,rtaLr"vdgirIMr.Iru..forumo"J10% SSM3 rtrtry.. Ir r umuraraorr^emrparldrtrwt.euelr...IWM tkMrwn,.r^+r. t"I.rotor.rrnrmdraurp.,umta,*Iq..Im1.r..,ro 4451 St. Lucie SM. dr. rtw rt mta.tr.Ah•I.. rlt Irrnropl.atLtrt+aremt.,.raf r.ywew I uaa.rr.annrw.tal fart Pierce, FL 34946 MpiF601114LIW( mtn•IdatLlaum,fl.tepradrdait4am,aufhlairpYlel A uMair.inr 64.AIIdLeut•IAnft.luMll,f.1. Job I cuss fuss TypeJ RYAN HOMES I SUMMERLAND xRSSUAE FU7 Diagonal Hip Girder 5 t A0066504 Job Reference o tional At ROOF TRUSSES. FORT PIERCE, FL ]4946, despnea l"uss.mm Run. 7.640 s Oct 7 2015 Print: 7.640 s Od 7 2015 M1Tek Irdustnes. Inc. Wed Feb 22 10:48.11 2017 Paeppee 1 10:?sOCMIz8Gko2hFpRYibzzzOpep-0YHr b9lxSgbBiDjlNrOayjEzXndrdmHJXweea; D2 1-5-0 4-11-0 9-10-1 1.5.0 4-11-0 4-11-0 Deed Load Deft.. 1116 in 396 11 1.5.4 II 6 Jd = 1 4-11-0 9-10-1 4-11-0 4-11.0 Plate Offsets (X,Y1- 12:0-2-8.0-3-51 LOADING(psf) SPACING- 2-" CSI. DEFL. in floc) Weill Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.25 BC 0.55 Vert(rL) 0.13 7-8 893 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(rL) 0.01 5 n/a n/a BCOL 10.0 Code FSC2014/TPI2007 Matrix-M) Wind(LL) 0.03 7-8 999 360 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6." oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechaniral Max Horz 2 = 169(LC 4) Max Uplift 5 = 81(LC 4) 2 = 130(LC 4) 6 = SO(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/5, 3-13=-755/116, 4-13=-699/112 BOT CHORD 2-15=199/697, 15-16=-199/697, 8-16=-199/697, 8-17=199/697, 7-17=199/697 WEBS 4-8=0/255, 4-7=-749213 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCOL=5.Opsf; h=25ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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 81 lb uplift at joint 5, 130 lb uplift at joint 2 and 50 lb uplift at joint 6. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 95 lb up at 1-4-9, 77 lb down and 95 lb up at 1-4-9, 40 lb down and 55 lb up at 4-2-8, 40 lb down and 55 lb up at 4-2-8, and 62 lb down and 54 lb up at 7-0-7, and 62 lb down and 54 lb up at 7-0-7 on top chord, and 7 lb down and 9 lb up at 1-4-9. 7 lb down and 9 lb up at 1-4-9, 12 lb down at 4-2-8, 12 lb down at 4-2-8. and 33 lb down at 7.0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (pIQ Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, 8=-42) 16=-4(F=-2, 13=2) 17=-54(F=-27, B=-27) Y.t•IYu Ynt Il,tw Y9110ft IWl{(x11111a1'lal!IIII(hftOtelbRy111IrI4n11xWIrY. h1yYY'rR.tir,rrN YtlnnYyYt711MIrY1a,11 ft,rl Yf,.t1Yt116twt Ytt M.,..r.Yllt.j Iaer.ai pttWYMYYIO.Y,r Itl inllq Y'npt.l ta Yfr Ir pom sq.1 YIMt r/.w toAfW.YY1r1/Yuf YuyWOYdW,re1111 hto nufelYY u.t r•Iq AnthonrT.Tomhol(I,P.E. r..41.b b.1Y YYrynYy.1b1-.Yr..,'t.rY1View ft b.,•Ywa4Y¢YrArsYdwY,r,rnudqrtw4Yolr.tWm4Ysm.ayrrin*.,rrr YytwYrn^.Itr4 t780083 Yuyat4..Wr tlmtar.rltlrrpaerl.rt4YY41 ttt'dY r..tlxllpYYlgdlrwnti•nrlrr.4rrtOtt 16nYn y.rrtrrY4r wtYp.,uteYt*tq...IMtatiss.an 4451 St. tulle Blvd. tY.Y 1t1.1Yttr.ttp.Itl.tl.a hdl..tnM1d IYYnYt*4r.e WlYwu Yor,. Mt4m (Nw w wy agrtrr.utnn/Ytl. nu Fort Pierce, FL 34946 Mtryb0MIIAIIYItntut-Ar6al. Irdsm'Fi.lepwatodandKe e,uu/bwitrtlawV"toamrs.otirhr.4.1led lsut•IrMgl.twum,f1. Jo rugs rugs type RYAN HOMES I SUMMERLAND A0066505 xRSSUAE J6 Jadc-0pen 17 1 Job Reference optional At ROOF TRUSSES, FORT PIERCE. FL 34848, desisrt®aItrum.corrl Run' 7.640 s Od 7 2015 Print: 7.CrW s OQ 7 2015 MTuslr[e ekIrds. Inc. Wed Feb 22 10.48.12 2017 Pap I D:?sOQ,A IzBGko2hFpRYb=Opep-UkrOBxAvAPoSlsov4YkpVwn9MB?HMIOTnaJA6Ozid01 1- 0-0 56-0 1- 0-0 560 W = LOAOING( psf) SPACING- 204 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.10 4-7 636 360 MT20 2441190 TCDL 10.0 Lumber DOL 1 BC 0.41 Ven(TL) 0.06 4-7 999 180 BCLL 0.0 ' Rep Stress Ina j25 SYESWB 0.00 Horz(TL) 0.01 2 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-" oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection• in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 122/Mechanical 2 = 321/0-8-0 (min.0-1-8) 4 = 52/Mechanical Max Horz 2 = 111(LC 8) Max Uplift 3 = 91(LC 8) 2 = 250(LC 8) 4 = 55(LC 8) Max Grav 3 = 122(LC 1) 2 = 321(LC 1) 4 = 83(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - A8 forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph: TCOL=5.0psf; BCOL=S.Opsf; h=25ft: Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-" 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 91 lb uplift at joint 3, 250 lb uplift at pint 2 and 55 lb uplift at joint 4. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard w. r.lr•...M.,,.r iaatytbryuu auuan ouwRnnafannaoc.uw rr. "&WFmovirmrrt.r,r.rrywgpelrrrs LI.rs.11aa,s SWUM.a WKI d— UNA% tits* rhta. e t turr wrrm•r ru.tmtryl.t<..ya+4y..lrr.elipua.cgr rrt •.•IrrRrrr 4ruyik.uyelerld.q..rlat.hrynv.I.nryorrsrrrl Anthony T Tornbo [it, P.E. rn4tntm r.trrinr.y.sq rs,..re..r.a..ner.rku...rrarrrrrrrtdrlrrarrnur.+ertrrrrs.uerl.u.ryres.•wrrr.rurrny.r e 380083 r lurrYq•r4e•r u.rvr•rinrr'anrtr+.erwyrar.rvm m.a.Ikflrlrwhlsrwo.ar wtarnrny.rrnr•.,erkmr..t.urr e*.rlm w•,+o I4451 St. rude SM. r. r44ry.rra.r..tgr,p.t.•rr Irtrrrceyr.erGtr rylwr,•touAa.I.iq.s s•Prr.nwerw•tnI Fort Plerre, FL 34946 VOO 0 "1"14d Vern • U&M L lamb 111,02. lqul.fir dtlishumm, url bw itprlil'ad •A4a Ib r0Hmwsths be* A l lad hnus •Amu" L lambs, PA. Job I fuss I russ Type uty my HOMES I SUMMERLANO XRSSUAE J7 Jack -Open 15 1 18YAN A0066508 Job Reference (optional) At ROOF TRUSSES, FORT PIERCE, FL 34946. des"altruss cam Run: 7.640 a Oct 7 2015 Print: 7.640 s Oa 7 2015 MTek IMustnes. Inc. Wed Fab 22 10:48:13 2017 ppaag ee t ID:7sOQvllzBGko2hFpRYbzzzOpep•yxPaPH BYTjwJNON5eGF218KOubKA51gc7E3jegzid00 1-0-0 7-" 1-0-0 7-0.0 4.6 II LOADING(psf) SPACING- 2-0 0 CSI. DEFL. in loc) Udefl Ud TCLL 20.0 Plate Grip OOL 1.25 TIC0.95 Vert(LL) 0.09 5-8 905 240 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.27 5-8 306 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-M) Wind(LL) 0.21 5-8 394 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP M 30 SLIDER Left 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 179/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 94/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 131(LC 12) 2 = 92(LC 12) 5 = 2(LC 12) Max Grav 4 = 179(LC 1) 2 = 342(LC 1) 5 = 131(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-618/107 NOTES- 1) Wind: ASCE 7.10; Vult=150mph (3-seoond gust) Vasd=116mph. TCDL=S.Opsf; BCDL=S.Opsf; h=25ft: Cat. II; Exp C; Encl.. GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4, 92 lb uplift at joint 2 and 2 lb uplift at joint 5. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Dead load Deft.. 3116 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% q.fi..t..*y—r91Mtiasl mir3anaP.mtt"Immmott 1Ir1x11orllltlatrtn I..a rl oftoLsw6d.- mur..WA.rw.0 Wnasa/.1 YIYn.YIO.a tl Islam 6" lssomPa.tiM1woK at udn" mga as ssepicl/rlaaa•d"—" I.lYlibtat'/ael.rfn/laparatq.ota i.hat*aa r/.tlx.talr reElt Anthony T. Tombo III, P.E. r,r/.iwuY a/Ytaa.,.naq/r1.n.fa trr.raa..raarluy.,.r.e/rac6arstdaagtirtnt as yl,.a/dulr"r. r v..y/ 1m4%1—""rrl *..array rerr. J 80083 rlrrl" W(som ualwas as111ratWO."Ptaehinrfun,r.ep ur.arro 4451 St. WdeVW. u.slt lf.a rT. ny Mlr..e.ssasl lY aatYa l*..sY.Irl haYq.,. a.l Mat.Is w e.gl.11 ».t.aurotl.aaar.tai Fort Pleat, FL 34946 ItAb01/111IhdImut•Witt.Iaptt,fl. Iryl.lwtie,dllit4trra.e/ryMaitprll'a14.1tIra1Meat.r.vttiukra4114HIN M•AS"I.ItabIII,IJ. rus5 Truss Type RYAN HOMES / SUMMERLANO A0066507 xaSSUAE W Monopikh 4 1 Job Reference o tional At ROOF TRUSSES. FORT PIERCE. Ft. 34946. design@attruss.aom Run: 7.640 s Oct 7 2015 Print: 7.640 s Oct 7 2015 M,Tek IndYStriea. Inc. Wed Feb 22 10:4a.t4 2017 Paappe 1 ID:?sOCMIzBGko2hFpRYbzzzOpep•07y OCSE03A?AylBzrnHaLsZR kagBRIEuoHBH 0? 5.114 5-11.4 1.5.4 II 1.S.4 II 4." 4-" p&q 5114 1.3.4 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.04 6-9 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.02 6-9 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 24 lb FT = 0% 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 5-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 240/0-8-0 (min.0-1-8) 6 = 28410-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 8) Max Uplift 2 = 191(LC 8) 6 = 178(LC 8) Max Grav 2 = 240(LC 1) 6 = 284(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3.6=207/318 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C: End., GCpi=0.18; MWFRS (envelope) and CC Exterior(2) zone: cantilever left exposed ; porch left exposed:CC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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 191 lb uplift at joint 2 and 178 lb uplift at joint 6. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard e.y.rr.r.}n..r•rrlatr!wa(IOrOya[mnrnuousknnuaklmnao0r!uaan'r. mhrn rtRr r rr,.r,ums,!rw..k,alrrv r r,raH er,u.nrs,M krur..rw.rra.r rkn rFn rw,rrrm.u,r a,mryk.F. tptky..lr,r.!rReue.esr,err ur,arrrRrrry4ruy,6w,sror.ro...ral. h n..r.nr os.n.rrrr Anthony T. Tombo III, P.E. rn4rrurq{srrnr,ry.Yil/r0.rw.rOnfi.rCA r.rYYller..rrn/rKrersldrl irlMrpw./rldr W.u/MLn,r.!.rrr*..rrrr.rrrrMrrge S80083 rr.ltiAq..rrsr ums44.raerrt emrr»rn4rkrrkq.rvyr..IWr.kmrfuo,r rr nl Gklr.nrmr•Wr.,rrr,4r minpr mr,h^.rtnuwa.rn "St St. Lude 8W. d..rrrrRrn.a r*...rlher.a rr Ir{w.rc t*..erGlr r,.{p1..n.k.e ry rq.er.,o.rrr.rM Fort P!erre, FL 34946 r„ti1k0141{{Ildlmrn•Ir6rgl.IWra,ll. frlydr!ti dti,4 aw,i4gINN. itrr{lod.d aMaant"tdnkr 44led bran•Ialrg1.1646118,rl. Job I ruse truss lype ply RYAN HOMES r SUMMER07NO xRSSUAE M6E Monopitch Supponed Gable1 1 7707"98JobReference (optional) Al ROOF TRUSSES. FORT PIERCE. Ft. 34946. deSion®a ttruss.corn Run, 7.640 s Oct 7 2015 Pnnt 7.640 a Oct 7 2015 MTak Illdustnes. Inc Wad Feb 22 10:46:14 2017 Page 1 ID:?sOCMIzBGko2hFpRYibzzzOpep-07y OCBE03A?AyIBzmHaLsT9 mogB3lEuoHSHzidD? 1-0-0 5.11.4 1 0 0 5-11-4 1.5.4 II 2v4 = 1.Sv4 11 1.5v4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 120 TCOL 10.0 Lumber OOL 1.25 BC 0.12 Vert(rL) 0.01 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WS 0.12 Horz(TL) 0.00 n/a n/a SCOL 10.0 Code FBC2014frP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-114 oc puriins, except end verticals. 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) 5 = 1715-11-4 (min. 0-1-8) 2 = 198/5-11-4 (min. 0-1-8) 6 = 308/5-11-4 (min. 0-1-8) Max Horz 2 = 116(LC 8) Max Uplift 5 = 11(LC 8) 2 = 95(LC 8) 6 = 128(LC 12) Max Grav 5 = 17(LC 1) 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (lb) Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 3.6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-" oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 5. 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 10)'Semi-rigid pilrhbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% Amti"m•.r•HOOFIIMMUErQMRMr00Ti06161tPnML 3rmmrb Ieem bw k"0V,.W1Wlow 1. 1-1I11A,•.9ieMnn. Wue..m a•I.r1A, ar,e n,I111,aMr ArrR1•rrl h.ka, b•PIT,•l•.>t+tlTAru/gA, .gel r.4ksoukw'wRrty,Mq r A. ryryMru dedl rR1r1,r. Ru neyr rWt rwl Antlany T. Tombo ill, P.E. r.•4rk.nrgkr7nrma Yg4re..,,ro..tr.c*•.rlr k..•rnm4r M,rtdrrdrq,rrRN.n•4rl7r re.4rewt.y.e ay,.er.rYq,rrr,9 ry 4 r1=3 RNrrlqb,„rtta•. dea„•r•r Drrtrem,rp••n4rrlrl(.e+•t4llrv Al p•Irhmrubnr...lrr,•r, 4rl,rnp W,rlr.•rM.b r., lrtab4f*v.rru rr,a•.rtuu 4451 St.LucieBlvd. r.m•r•k.r a r.•ngryaprn.,Mw.ak rnMkr.kntrkra7ay..•kw,fp.kr.•.11r, norteenra•u rrta+ Fort Plerm, R 34946 IRIyM011111•IWllntsn-Am•gI.IMI•W,/L rep.6rowdait/wa.+arW,M'Ad'eel.dlln0.nanpinli•Ikrl•ItwlMtul•AnWrl.b S•m,/.t. Job truss toss Type RYANHOMES /SUMMERIAND A0066509 XRSSUAE M07 l'-aek-Closed Girder 1 t Job Reference (optional) Al ROOF r1iU,St3, F(JNr ritrrt;t, M sasao, aasgn®arauss.aurn n - „ - - 10:? sOOvllzSGko2hfpRYbzzzOpep• O,NMgyCp?KB1cKXU1gHW62PIHOuFN3vSWajjzi D_ 3- 5-13 7-M 3 5.13 3.6-3 5. 4 II 3. 611 ........ .:. - Us = JUS26 3. 5.13 7-0-0 Plate Offsets (x v)- 1:0.0-0 0-2-13i 12:o-1-8 0-1-8) 14:G-1.12 0-2-0) 15.04 a 0-1-81 LOADING( psQ SPACING- 2-" CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Ven(LL) 0.03 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Ven(TL) 0.07 4-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.65 Horz(TL) 0.02 4 n/a n/a SCOL 10.0 Code FBC2014frP12007 Matrix-M) Wind(L-) 0.03 4-5 999 360 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Hoe 1 = 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=2117/602 BOTCHORD 1- 9=-053/1919, 5-9=-053/1919. 5- 10=-653/1919, 4-10=-653/1919 WEBS 2- 5=-433/1579, 2-4=-2157/734 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live_ loads. 4) • This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7)' Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2.0-0 oc max. starting at 1-5.12 from the left end to 5-5-12 to conned truss( es) B04 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (13). LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-00, 4-6=20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) q. lrwrnyrrn..r rrrotlie fyul lamnita6raaimatnRa(t nrJrcmrr. rhryr rrrr.ro4mb PRlrrrwr.l.rarleanottiian.r rur.rad.inr+r alruo/ mwr ulrrlM.rrh tmrs*t.p..ycerkP•1rw.qU.rr.awnrrnru.r.pgnq.rrlrr.rryrk.u r.rnlrt,r.mL Aridwy T. Tomb* III, P.E. r.. rrhma lb"ar.•*.ugrro...,bo-nahCrp..rldyry...rtrmlr tl.r@(r rirW"ia.WIPA r.a•r..rrgW r.ry.r1• t6 a3 1, wrrOrprYa/ rkwt.tr r? rrnw'arr Wit nt.-oft I4451 SL Lucie Blvd. d.. mrry.ner rTa.w hdp..•raL Ah.ar 6pruUlrMrnray.a4mfna.4pwrwl/rr asiadlsuoaraahals0rl. Fat Pierce, Ft. 34946 l. AriPu0 AI/1•I trd latsn-Adlrrl.lr4.41t hP.rrr.d mishmeM it of are pvmhtiw kw 44 Cod lmwt-AAM I. IwMY, PL Job I rues truss Type Uty ply RYAN HOMES A SUMMERLANO A0066510 XRSSUAE VM3 Valley 1 1 Job Reference o tional At ROOF TRUSSES, FORT PIERCE, FL 34946. desipr@attnrss.mm Run. 7.640 a Oct 7 2015 Print: 7.640 a Oct 7 2015 MTek InAust6w. Inc, Wed Fab 22 10:46:15 2017 Pip t10:7sOON IzBGko2hFPRYbzzzOpep-uJWMgyCp1K81 cKXUlgHW6ZPmKO7 WZI9vSYYgjjzid0_ 34-0 3-" 2.4 LOADING(psQ SPACING- 2.0-0 CSI. OEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Ven(LL) n/a - n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.05 Ven(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCOL 10.0 Code FBC20141TPI2007 Matrix) Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11.6 (min. 0-1-8) 3 = 2212-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vutt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCOL=S.Opsf: h=25ft; Cat. II; Exp C; End.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone: cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom Chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard r'Nr)Q a11 f111111'A Q44l CaatdQiaeUll:.(*0'lllrrxr!Jidarr. rrlert,1.wlr rrn a.NaR.rtrw IRrrL.rltr arLdns tY IAn kMu a.e ml srlf/.rr IWO—Mlwrarrr .rrlak.d .r h.rak.a6^.W.4Wkv hrw g0r aor:4rranr.r.Iny.srlrr .rrMru4ee.rta r.ou lray nrt r4 w+rt A diony T. Tombo Ill. P.E. rm4r rnr.rar4ar ar.rg4rr..rcetic.r*..rkr ry...rm/rr.rR.rrrdrgwrotl trpwuruar r u4rbnl.rl+.ya p,•rrrrgodrr A.d a 11p] t. q.lruta hmn rl dalb"Weem" Ill—dM.riirr0r Onr+rndrra.t(awwWrl Idn"In1•A.d4 alr A Jrprrii lrtl wIa10wft, y WIrRrllraolrt4.,roll4 Glwrr 4 r.r.,Y 4451 St. Lucie=3 Blvd.•N.4r/Ill r; l. 7d..d•I el.I..4L A and knry..Ul r Pdrl ll.l.. fmfra.11l.1 l trig tlq Rdra.l Aty1.tM Fort Pierce, FL 34946 tThrillt01/111•IrWlmvf-AAM1.IrMm, rt 4'.Maiud6eMro.iql m,6pd6W.AWd*manprttiwkrl-ILdlnttn-4easl1.bd0,P1 O loss type RYAN HOMES / SUMMERLAND AOO665t1 RSSUAE VMS MSlu Valley11 IJob Reference o Gonal At ROOF TRUSSES. FORT PIERCE, FL 34946. desip@aluuss.com Run: 7.640 s Oct 7 2015 Perini: 7.640 s Oct 7 2015 MTak Indusum. Inc. Wed Feb 22 10:48:16 2017 Pape 1 10: 1s00NIzBGko2hfpRYbmOpep-NW4k 11DRmeJuEUSgJOplfmys8oOR16P2hCHNE92i0C2 S- 0-0 S- 0-0 2. 4 1 1.5=4 II LOADING( pso SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 SC 0.20 Vert(rL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a SCOL 10.0 Code FBC2014/rP12007 Matrix) Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. ( lb/size) 1 = 16414-11.6 (min 0-1-8) 3 = 164/4-11.6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = - 41(LC 12) 3 = - 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph: TCOL=5.Opsf: BCDL=S.Opsf. h=25ft: Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed : CC for members and forces & MWFRS for reactions shown: Lumber OOL=1.60 plate grip OOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at ioint 3. 7)' Semi-rigid pitchbreakS with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard y• krn..•m..r•kkzlnr06('Gulf attulkynr0ocuettuu(a aryk.•kk>r:Kmrr. k.qtq n•nr.r.r.reummrrra(n'rrmnkl k.t<IlMnokrrMna khu•.mml•iln, alru. e•rrl•tWr.drrlR•rnY t,tb..rolrr.p.,y.nkkEp..)rur•w01.nm•.urwtrrrr sr.^gnq Mrlrr.ar.rruy.tiueeas•rks,ruakk. h.yn..awryadd arrk Anthmy T. Tombo 111, P.E. r. urr.wur er nrn ayrre.rc..rt.ra.r.rw ry...r rmrrrt,rrrrrdrr rrou Ira••rrls.kww..rrb.%.%"oft ORNr• •O•rtgrxrr,A.orkr s 80083 ragle rl ua u.i•rprrpanr.rrurr,t ten•r•rriyruwhukdutnmarr er^ro IMMMIA.44515L Lude Blvd. r.. a•rrh.ka,a we•..s,h l.r.r,k. arur*4 nulrwgrt..•kmkmhr.rgrka ugsar=aa•rd•nu. Fort Place, FL 34946 a( qyd( A011111•Iled Intw-A0u11.tMM4fed hin -1196M1.l•d.O,/L A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered. drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com USP STRUCTURAL CONNECTORS' A MITek• Company Hangers Allowable Load fibs) DF-L / SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS JUS24 1881, 6SS 750 820 510 4) - 10d (Header) FL821.39, 2) -10d (Joist) 11- 0510.01, RR 25779 1US24 670 765 825 490 H)•lOd(Heoder) 2) • IOd (IOLW . T2 JUS26 1881, 850 975 1060 1115 4)-30d(Header) FL821.42, 2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 ass 990 1070 1265 4) • IOd (Header) 2) • 10d (Join) T3 MSH422 1831, 2025 2025 2025 22) -10d (Face - Face Max Nailing) FL822.36, 6) -10d (Face - Top Max Nailing) 08- 6) -10d (Joist - Face Max Nailing) 0303.06, 6) - lOd (Joist -Top Max Nailing) RR 25836 4) - 30d (Top •Top Max Nailing) 13116-R RU422 2245 2245 2245 6).16d(ComedMember _ Face Mount) 61. 10d (Carried Member • top Range) 22) • 16d (Face • Face Mount) 2) . 16d (Fore . top Range) 4) _ 16d (Top . Top Range) nw, 622 183S 1835 l83S 2).10dx1•U2or2•IOdx1.1/2(CorrkdMember) 20) . 1Od or (2) • 10d (Face) 4) • 1Od (Top) T4 THD26 1781, 2485 2855 3060 2170 18) -16d (Face) FL1328S. 3S, 12) -10d x 1-1/2 (Joist) 06- 0921. OS, RR 25843 HTU26 2940 3340 36W ISSS 11) • 1Od x 1.1/2 (Carried Member) 20) • 10d x 1.1/2 (Corrkd Member _ Mar Noring) 20) • 16d x 1-1/2 (Corrying Member) 20) - 16d x 1.1/2 (Carrying Member • Mox Na16ng) USP STRUCTURAL CONNECTORS' A MtTek' Company Haneers Allowable load lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 12S% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 228S 18) - 16d (Face) FL13285.35, 12) - lad (Joist) 06- 0921.05, RR 25843 13116-R NHUS26.2 2785 3155 340S 1SSD 4J•]6d(Fort) 6) -16d (Jolt) HTU26.2 2940 3W 3600 217S 20) - ]Od (Confed Member - Max Noiling) 20).16d (Corrying Member • Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) -16d (Face) F113285.35, 16) - 30d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26).10bxl-1/2(Corritd Member. Max Nailing) 26) • 16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) -16d (Face) FL13285.35, 16) - lad (Joist) 06- 0921.05, RR 25843 13116-R HHUS28.2 4210 4770 5140 2000 22) -16d (Fote) 8) • 16d (Joist) HTU28.2 3820 4340 4680 348S 26). 10d (Cardtd Member. Max Nailing) 26) • 16d (Corrying Member. Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) -16d (Face) FL13285.35, 12) - lad (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 ISSD 11J • 16d (Fort) 6) • I6d (joist) USP STRUCTURAL CONNECTORS' A Mfrek• Company Manners Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 10D% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2S95 28) -16d (Face) FL13285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUSO 4210 4770 S140 2000 22). 16d(fa[e) 8) • 16d (jois) T10 THDH26.2 1881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) -10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26.2 Oss 4875 S230 21SS 20) • 26d (Fare) 8) • 16d (Joist) Tll THDH26.3 2881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) -10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 43SS 487S S230 21SS 20) -16d (Fore) 8) • 16d tibut) T12 THDH28-2 1881, 6S35 7515 8025 2665 36) -16d (Face) FL821.77, 10) -16d (Joist) RR 25779 13116-R NGUS28.2 7e60 7060 7060 323S 36). 16d(AW) 12) -16d (joist) T13 THDH28.3 1882, 6770 7785 8025 2665 36)-16d(Face) FL821.75, 10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28.3 7460 7e60 7460 3235 36)-16d (Face) p2) -16d (JOW) I dtW- U S P STRUCTURAL CONNECTORSO A MOW Company Fastener Comoarison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) - IOd (Header) Ti JUS24 LUS24 2) -10d (Joist) 2) -10d (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) -10d (Joist) 4) -10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) -10d (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) -10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) - 16d (fop - Top Flange) 11) -10d x 1-112 (Carried Member) 18) - 16d (Face) 12) -10d x 1-1/2 (Joist) 120) -10dx 1.1/2 (Carried Member - Max Nalling) T4 THD26 HTU26 120) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) -16d (Face) 14) -16d (Face) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) -16d (face) 126) -10dx J-1/2 (Carried Member - Max Nolpng) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) - 16d x 1-1/2 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) -10d (Joist) 8) -16d (Joist) 18) - Ad (Face) 114) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) -16d (Face) 22) - 26d (Fate) T9 THD48 HHUS48 16) -10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 120) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 18) -16d (Joist) 20) - 16d (Face) 120) -16d (Face) T11 THDH26-3 HGUS26-3 8) -16d (Joist) 18) -16d (Joist) 36) - 16d (Face) 136) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 136) -16d (face) T13 THDH28-3 HGUS28-3 10) -16d (Joist) 12) -16d (Joist) L u s p STRUCTURAL CONNECTORS"' A MITek'Company all. JUS24 JUS26 MSH422 p. I THD26 THD26-2 THD28 T THD28-2 THD46 THDH26-2 a: j". THDH26-3 THDH28-2 THDH28-3 JANUARY 8, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION LVL NAILING SCHEDULE ST-CRNRST &LVL NAILIN CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d. x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & 2) 16d Toe Nails @ BC (Typ) 0 Na tdo 80083 :* 1 SERIAL. 38 BC A2 2100 00 00 00 4C 12 87 OF . FEBRUARY 14, 2012 1 Standard Gable End Detail SHEET 2 n ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD MiTek USA, Inc. Page 2 of 2 o0 Trusses @ 24" o.c. 0 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48- O.C. SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d COMMON WIRE NAILS AND ATTACHEDMiTekUSA, Inc. Roof Sheathing --I TO BLOCKING WITH (5) • 10d COMMONS. j / 1'-3" IS THE RESPONSIBILITY OF THE SLOG DESIGNER OR INAILIEPROJECTENGINEER/ARCHTECT TO DESIGN THE DIAGONAL BRACE TO ICING DIAPHRAGM AND ITS ATTACHMENT TO THE PURIIN WITH TWO 16d NAILS IUSSES TO RESIST ALL OUT OF PLANE LOADS THAT kY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLINNx, TO BLOCKING W/ TWO 16d NAILS (MIN) o at1 / Brace at 1 3 points PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IOd 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 NAILING SCHEDULE. METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL SCAB ALONGMEMBERONTHESTRUCTURALGABLEPERTHEFOLLOWING VERTICALNAILINGSCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02. 05). 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3") NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7.98, 02, OS), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131- X 3-) NAILS SPACED 6- O.C. (2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE I. ALL 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. STRUCTURAL i GABLE TRUSS INLAYED STUD I / STRUCTURAL AN ADEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN 1 IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. 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 T. v' too 60083d. NA A lb SERIAL #: 38 BC A2 21*00 00 00 00'4C 12 87 DF L, I FEBRUARY 14, 2012 I TRUSS CONNECTION DETAIL I ST-PIGGSTANDARDPIGGYBACK Y-PLATE L JflLJ 0 00 0 00 a MiTek USA, Inc. 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. O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" 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"x0.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8" 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. a • : roe, No 800133 :• SERIAL''.:##.:. l 38BCA221000000004C1297DF FEBRUARY 14, 2012 0 00 0 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1. NAIL SIZE - 3" X 0.131' - 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND OR IROER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL AJDS. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. w BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS e—1 —.- WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05 146 MPH WINO DESIGN PER ASCE 7.10 160 MPH MAX MEAN ROOF HEIGHT - 30 FEET ROOF PITCH - MINIMUM 3/12 MAXIMUM 6/12 CATEGORY 11 BUILDING ATTACH 2x4 CONTINUOUS NO.2-SYP EXPOSURE C WIND DURATION OF LOAD INCREASE : 1.60TOTHEROOFW/ TWO USP WS45 (1/4' X 4.5") MAX TOPPCCHOCHORD TOTAL LOAD -PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING - 24' O.C. (BASE AND VALLEY) VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES ttttllTO ll/j• 5'Max ,,,• •G S• NO_ l Np /80083 SERIAL' # 38 8C A2 21 00 00 00 00 4C 12 87 OF I FEBRUARY 14, 2012 0 00 0 00 a MITek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF f0d NAILS 6" O.C. . TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS OR GIRDER TRUSS GENERAL SPECIFICATIONS ST-VALLEY HIGH WIND1 MITek USA, Inc. Page 1 of 1 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3- WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EOUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS no ruonF0 TRI ICC ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/ TWO USP WS3 (1/4- X 3") WOOD SCREWS INTO EACH BASE TRUSS. e W j DETAIL A NO SHEATHING) N.T.S. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH - MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II 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 d .ENS N080083 1!r • 7-w"W65.7, . . SERIAL.#: 38BCA221000000004C11287DF j VOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEYHIGHWINDVELOCITY) BOO o 00 0 00 a MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EOUIVALENT WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C WIND DURATION OF LOAD INCREASE: 1.6 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE.AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2%10" ON AFFECTED TOP CHORDS. NOTES: SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. MiTek USA, Inc. Page 1 of 1 FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH I 580ON•BEVELED TTOM CHORD NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS W12. MAXIMUM 1012 PITCH) T... rd1 ' OIII No 80083 * I SER-IALL 38 BC A2 2100 00 00 00'4C 12 87 OF I MAY 24, 2012 I Standard Gable End Detail aa 8 0 00 LkL_U__1 o co a MiTek USA, Inc. I DIAGONAL BRACE Typical 2x4 L-Brace Nailed To 2x4 Verlicals W/10d Nails, 6" D.C. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Q Varies to Common Truss Vertical Stud 4) - 16d 2) • IOd Nails Into 2x6 SECTION A -A I I ST-GE190-SP MiTek USA, Inc. Page 1 i I 2x6 SP OR SPF No. 2 DIAGONAL BRACE 16d Nails Spaced 6' o.c. 2X6 SP OR SPF No. 2 Typical Horizontal Brace Nailed To 2x4 Verticals w/(4)-IOd Nails 2X4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d NAILS. B g 3x4 4) - 8d NAILS MINIMUM, PLYWOOD 77 SHEATHING TO 2x4 STO SPF BLOCK Diagonal Bracing * - L-Bracing Refer Refer to Section A -A to Section B-B NOTE: 24" Max Roof Sheathi 1. MINIMUM GRADE OF 92 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. BRACING OF ROOF SYSTEM. 4. "L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-O' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 24 AND A 2x4 AS SHOWN WITH 16d NAILS SPACED 6' O.C- HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (4) 10d NAILS THROUGH 2x4. la BraceREFERTOSECTIONA -A) g• 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1 /3 points8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If neededS. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. 10d AND 16d NAILS ARE 0.131"X3.0' AND 0.131"X3.5' COMMON WIRE NAILS RESPECTIVELY. 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 2x4SPNo. 3/Stud 12'O.C. 3-8-10 5-6-11 6-6=11 11-1-13 2x4SPNo 3/Stud 16"O.C. 3-3-10 4-9.12 6-6.11 9-10-15 x4 SP•No.3/Stud 24' O.C. 2-8-6 3.11.3 5.4-12 8-1-2 2x4 SP No.2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8 14 2x4 SP No.2 16' O.C. 3.6-11 4-9-12 6.6-11 10-8.0 20 SP No.2 24" O.C. 1 3-1-4 1 3-11-3 1 6.2-9 9 3 13 Diagonal braces over 6-3" require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 61n D.C., with 3in minimum end distance. Brace must cover 90% of diagonal length. T or I braces must be 2x4 SPF No. 2 or SP No. 2. MAX MEAN ROOF HEIGHT . 30 FEET EXPOSURE B or C ASCE 7-10 ISO MPH STUD DESIGN IS BASED ON COMPONENTS AND C DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. End Wall 1 . i• le1'(2)-lOdNAILS rus4bs @ 24" o.c. r 2x6 DIAGONAL BRACE SPACED 48" O.C. ATTACHED TO VERTICAL WITH j ( 4) -16d NAILS, AND ATTACHED TO BLOCKING WITH (5) -10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) qO j bo 80083 :. :. • SERIAL. # :; 388CA221000000004C• 12870F August 10, 2010 013, 0 00 0 00 a MiTek USA, Inc. I, T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek USA, Inc. Page 1 of 1 I Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: 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's Nail to Both Plies) WEB Nails Nails Web Nails Nails r SPACING k k Section Detail T-Brace Web I -Brace Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6l-Brace 2x8 2x8 T-Brace 2x8 I -Brace T-Brace / I -Brace must be same species and grade (or better) as web member. SERIAL- . # 38 BC A2 210U.00 00 00 4C 12 87 OF i i• FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK nO0 ® MiTek USA, Inc. Page 1 of 1 O TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, , lul 2x6-"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. 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 OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING SCAB WITH (3) - 10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH (3) . 10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131'x Tj ATTACH TO VERTICAL1 / WEB WITH (3) - 10d NAILS 0.131 "x 3') BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND RECOMMENDED WHILE BOTTOM CHORD WITH (2) . 10d USE ME I AL 1•HAMING ATTACH TO VERTICAL ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS TO BOTTOM CHORD WEB WITH (3) • 10d NAILS ( 0.131' x 3) (0.131" x 3') TRUSS 2x6 1 r STRONGBACK 4.0.0 WALL BY OTYPICALSPLICE) ATTACH TO CHORD WITH TWO #12 x 3" wnnn craFWS 1.216- DIAM.) 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 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 0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING BY OTHERS) 11 fU sF•'••. may'•. 80083. SERIAL : #'•., 7JANUARY28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP O MiTek USA, Inc. Page 1 of 1 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. n 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) OIAM. SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 p 135 93.5 85.6 74.2 72.6 63.4 J v, 162 108.8 99.6 86.4 84.5 73.8 vi 5 128 742 67.9 8. 57.6 50.3 0 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 of VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAYBE APPLIED. EXAMPLE: 3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE MAY VARY FROM 30 *TO 60• 45.00° ANGLE MAY VARY FROM 30• TO 60° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x3) 2 NAILS NEAR SIDE 74- NEAR SIDE SIDE VIEW 2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE SIDE VIEW 2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30 ° TO 60" 45.00 ° 45.00 ° 11840rd., too -SOO 3 -' i... SERIAL'. # ::. March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL UPLIFT O0 ® MiTek USA, Inc. Page 1 of 1 FV_101:1 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE lug FOR LOADS IN OTHER DIRECTIONS. MiTek USA, Inc. END VIEW SIDE VIEW 0.00• TOP PLATE OF W LL 1" FOR 3" NAIL NEAR SIDE j 1-1/16' FOR 3.25' NAIL NEAR SIDE-3/16" FOR 3.5' NAIL VIEWS SHOWN' ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S J C7 p J Zn vi 131 59 46 32 30 20 135 60 48 33 30 20 162 72 58 39 37 25 00 54 42 27 19 131 55 43 34 28 19 148 62 48 31 21I. 128 120 51 27 26 17 128 49 38 26 25 17 131 51 39 27 26 17 148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE I NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. EXAMPLE: 3) - 16d NAILS (.162" diam. x 3.5') WITH 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 lbs (177 Ibs) Building Designer is responsible to specifiy a different connection. USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL SERIAL' # 20 ar• n 17t nn nn nn nn'nr 1'1 a7 M FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING ' 'I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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. 2x2 SP No. 3 SERIP,L- 36 8C A2 2100 00 00 00 4C 12 87 DF- : April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL ST-FLAT GIR BRACE FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [::: 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H.5 E N sF•.0 No 60003/ SEP.-IAL- # 38 BC A221006000004C'12870F w..n.n:V«p6,n.. rw aomtulfuut<14wavada CammamtW laurjmwbwnt•Yvennr.e+.r,.4e.atllan;.a.w..o eiaanwwrretr IA....wp.,urr.u/.r 9• w.a a.n Mr!w•f..4++4 1--d its do W e.n(M.I. Ln.4.r. mli.•ry.m..M+q.rn.r+.a MNonY T. Tomb011t. P.E. rw.rmtw.6r.q•Lq Mnt.•tit r OA.,rOr'..AscrW•.1r44!•..M urrr K•p r4f.AWY,r,r IM M1!MrIft1*'w .r rrM•Y 6warr r/yA•p••.rlY••.•r.ur80083M•IA4 wIfeH•.Or•.nM•MIW.Ih. eni•IMW r•11n 11nM u1•MV•I IM.M 1. lSr0(11n Uuallrrr/w/6 P11l.nNnwsriWr Wtra Yn.GY nr t.0 MT W r.M YM44MLLbu "51 St. lldl/B1Kj. nu w•q.1rw •• w! hMw1M.,rwaaauMpM'« • u11. M1ypM••• N.n t..l.r.nrgwy anr!dd..... nrn•mi. m:140 MIfl14JLnta•1.OalLbd q,fi hpMw w•dOi.Iriiai;i.gM.,nrdiid.Ln J.:an nr drl••,{d M fm.i•A.dul LluiY10, 1.t. Fort Plow. f1:7!'N6 OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 AlANDDAMAGEDORMISSINGCHORDSPLICEPLATES 0 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER Of NAILS EACH SIDE OF BREAK ' INCHES MAXIMUM FORCE (Ibs) 15% LOAD DURATION SP DF SPF HF 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 1 3681 1 2074 3111 1 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 1 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2x- SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4' O.C. AS SHOWN.(.131'dia. x 3') STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: A L-(2)X+C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED-X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. 4 90093 4 i 40 0 t SERIAL .#.: ika or e-) -)i nn nn nn nn er.=i? ai ric I March 4, 2013 j \ ou/ ISuollUor 0 00 a MiTek USA, Inc. SCAB APPLIED OVERHANGS TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 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 NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE 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 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 psi. Trusses not fitting these criteria should be examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 1 ST-REP13A MiTek USA, Inc. Page 1 of 1 SERIAL # J0 0P Al I M An nn M A!` /'1 07 r%C REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for 'field built' trusses. 4. See example markup details below. BREAK: Use a line to denote the exact location of the break MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate 1 2 3 Ti • 5 6 7 8 9 r1 11 12 13 PMd Ift, , 11M., 11 MIN 4 Ma hmh. WMM qh, b 6"M hlIra9a -, 2 21 20 ALTERNATE I REVI SED BEARING LOCATION: 7 Draw in new location of bearing, and provide dimension of it's location MISSING PIECE: If there are S multiple breaks, resulting in missing 3 I SPUTI CRACK: Denote exact location of damage, and provide length if greater than 12" is •1d V out of plane 18 17 16 1s TRUSS MODIFICATION: ? ' Irtruss is too long! short, provide detailed sketch and provide dimensions as needed. 7 8 BREAK. Use a line to denote exact location of break MIS SING / DAMAGED PLATE: Circle Missing or Damaged Plate DEFLECTION / CROWN: Denote exact location of where the start and stop of the issue, as well as dimensions of where the issue occurs. Y i M Mom I:Mir i e it `> tt i? yLr is Y ti r .. X. X. n X TYP. LVD DETAIL 4r-- t••F 1r oil I I TYP. END DETAIL I HATCH LEGEND 8' - O" A.F.F. 8' - 8" A.F.F. 18' -1 7/8" A.F.F, 1 1 1 III ®—I rl 1 1 it i 7t 1 a 0 1 I I I I I I I I I I 1 5r-- I TYP. END DETAIL I NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDMDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS - FOR BRACING & ERECTION DETAILS REFER TO OCSI-03 AND/OR ENGINEER OF RECORD c C w Q ^ REPRESENTS THE LEFT SIDE OF = EACH TRUSS DRAWING 1US24 I:t, I THD46 9 OB 1US26 v MSH422 THD26 O MUS26 D THD28 QE THD26.2 QM - tJ THD28.2 O - 1US46 0 J LOADING ROOF FLOOR WIND LOAD LIVE LOAD 20 40 ASCE 7-10 o - u DEAD LOAD 10 10 150 MPH I EXP C o LIVE LOAD 10 0 CATEGORY II go DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 1 40 1 55 1 FBC - 2014 - oURAT10N FACTOR 1,25 1.00 TPI - 2007 0®0 0®0 e®ems Canddipn5 nave been reviewed APPROVED d are acceptable for the APPROVED AS NOTEDfabricationattrusses. rttanas, ekvafio- fa REVISE AND RESUBMIT soia,patlrss,oer, lioveng elevatiorn/ pBdtes. bearirp RUECfED wriddions IL alldetail pertaining Id this truss placement plan. No back charges -11 be accepted DATE wthout prevbus wnnen approval from an A-1 Rod PLAN DATE ARCH: -/-/— STRUCT: -/-/—• CUSTOMER RYAN HOMES I JOB NAME I SUMMERLAND "A* &4MfZIBC//7 OPEIomis) Ift7EA'EIEDMAWComm LOT • J BLDG TYPE IF S JOB IM1.1 XR5SUAE DATE 02/22/2017 DRAWN SCALE CC N.T.S. A4# A- 1 ROOF TRU§ SE§ A FLORIDA CORPORATION Ph 7724MI010/ Fax 7724MI015 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 17-3546 Permit # Project Location Address J LDI/VG S0.t` r-ORD PAR, k 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.floridabuildinQ.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.4 Sliding Ply Gem 4780 SG 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll U Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hun Fixed Ply Gem 4701FL 705 14253 - R3 Awning Pass Through Projected Mullions - Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. 12194 - R5 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 - R11 Underla ments InterWrap Inc. Rhino Roof Underla ment 151216 - R2 Roofino Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofina slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-21B Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 Sa a G R/C Coristruction Products 1. Product Name Grace Vyoors Plus Self -Adhered Bashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.graceoonstnichon.com www.gracwftme.com 3. Product Description BASIC USE Grace Vyoors Plus Self -Adhered Bashing is a self-eoling, fully adhered, composite flexible flashing designed to protect aitiod norwoof details from air, water and moisture infiltration. It provides an excellent positive seat around the outside and inside of doors and windows and oon be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vyoor Plus Self -Adhered Bashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane oonslsfing of a 3 mh (0A7 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive. For ease of application. the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black. Grace Vyoor Plus Self -Adhered Bashing is now available with RIPCORDTM, a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mern- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Pruning is generally not required for most substrates provided they are dean and dry. However, oh concrete, masonry and DersGloss Golds apply Perm•A-Barrier® WB Primer. If adhesion is found to be marginal also prime wood composition and gypsum sheathing with Perris -A Barrier WB Primer. The coverage rate for Perris -A -Barter WB Rimer is 250 - 350 ff'/gal 6 - 8 m?/L). Sm Grace Vyoor Pals Self -Adhered Bashing is available in 78 (22.9 m) rolls in widths of 4°, 6°, 9" and 12° (100, 150, 225 and 300 mm). The 4° 100 mm) width is packaged 18 togs per car- ton: the 60 (150 mm) is packaged 12 rolls per carton; and the 9° and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vyoor Plus Self -Adhered Bashing must not be applied in areas where it will be per- monentty exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vyoor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vyoor Plus Self -Adhered Rash N N the specific fomnr krtion does not oontairi hydrocarbon solvents: silicone, acrylic, butyl, )-part polyurethane and 2-part polyurethane. This flashing is inoompati- ble with creosote, joint sealants containing polysulfide polymer a hydrocarbon solvents, products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, 'Chemical Compatibility with Other Building Materials and Sealants.' Grace Vyoor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM Cg36 Standard Spedfioation for High Solids Content. Cold liquid -Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test ' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic 9astomers-Tension ASTM D570 Standard Test Method for Water Absorption of Boslia ASIM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (f-Peel Test) FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAUCHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physiool dom- age. Pallets of Grace Vyoor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, mow- ing for adequate ventilation. Store this product in its original unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees Q, under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Basting can- not be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vyoor Plus Seff-Adhered Bashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth dearL dry and free of voids, spatted areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vyoor Plus Self -Adhered Bashing is to be applied by wip- Ing with a dean dry cloth or brush. If the flashy ing does not adhere property to the substrate, apply Perm -A -Barrier WB Primer at a coverage rate of 250 - 350 ft'/gal (6 - 8 m'/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather oorI6 Lions, before applioation of flashing. Excess primer will not Improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Basting Application Install the membrane following the shingle ASTM D1970 Standard Spedfloation for Self- principle: Apply the top membrane layer over Adhering Polymer Modified Bthni na.s Sheet the bottom layer so that the system sheds Materials Used as Steep Roofing Underlayment water. For ease of i stal ahon, Grace Vyoor for toe Dam Protection Plus Self -Adhered Basting has measure mark- ASTM D3767 Standard Practice for Rubber- ings at 6° and 1211(152 and 305 mm) intervals. Measurement of Dimensions Cut Vyoor Plus into appropriate lengths. rre ton Reed Construction a The Ondlan ero ftWO mak oQ 10k P W WftffwU 6rc ftla tofA Wrkd il Mww' °=aW Wo dim Oata A'MOW awvld hu Data. Son Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmoutts along the edges. Roll flashing firmly into place to ensure oontin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or briclo joints, gaps or voids in excess of 1/4a (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 30 (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Flashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDLING Grace Vyoor Plus Self -Adhered Hashing prod- ucts must be handled properly. The best infor- mar ion on safe handling, storage, personal protection, health and environmental oorsid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this Information. Carefully read detailed precaution statements on product labels and MSDS before use. 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vyoor Plus Self -Adhered Hashing prod- ucts. Contact a Grace Corshuction Products representative for ordering and delivery information. COST Grace Vyoor Plus Self -Adhered Flashing is competitively priced. For specific inf6rrnation, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 076SO Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROP[3Zf l[5 OF GRACE VYOOR PLUS S9.FFADH9R0 R SHING Property & test Typiool value Color Gray4gacc Thickness, ASTM D3767. Method A 25 mQ 0,64 mm) Low temperature flexibility, ASTM DYM Unaffected at -45•F (43n Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cydes per ASTM C836 Unaffected at -251 (-32'C) Lap adhesion at minimum application temperature, ASIM DI876 Modified 60 plf (875 N/m) width Adhesion to oomete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Hashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vyoor Plus Self -Adhered Flashing, when Installed In accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person nei, backed by research and development staff, provide support. 10. Filing Systems First Source' Additional product information is available from the manufacturer. W. R Grace & Cb.-0om rapes fhe Irdafrnatbn there ud be taliMA E Is based Ww data and trvastWe Oofmdered to be Use old Ooar rate ad b offered for the ttrets' aorddw lm kwadWian and ver- Ifioalbn txe v e do not v=W ere rea6s to in adch" neose read d ddenterds r&=wr a Wbrd aid nigpediam In car jut, Hon vkh cur cme f am d Wiz Wilcn apply to d gooch appied by us. islo ddem d. tommrefdallm cr nppedion h tdertded for any use W tf woW k*kVe any palerd ar cappW. W. R. Grans & kh dbrrt. 62 WhMWM Avarua aardaldpa MA MUM In amnda Grooe Cando Yr. 294 aernerds hood West Alms Wart Canada Eta xx Nu twne. RamAawim and vyoor are registered trocimc to Ord ri6r= Is a tradwak d W. P. Grace & Co, Cafe Darxdoa Gold h a rgWered trodefttafk of GeoroafPadlb owpordkn Capy+%ilrf MU W. P. Grace & 0210n 1P099 . Mad h the USA 80 AP"JM r lam' gW4) 0 an was -sea:° a• raQ1' - haft a d Read &ene kr-tic ten port SWWA fmmr manors ro ttr earadd d* 12, Reed Consbucdon MdBe Wnrdlm VaMcdlam h M * and hoed veh M * pBe faaaeactua b re*and a ra todaka c=woW. OM fdad Qffina nm Odayan ANRftwas Data. Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET 102) which meets AAMA criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional flashing options located on pages 27-33. 11 11 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from comer of win- dow sill upward. Roll firmly into place as necessary. r„ Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining halt of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. 13 Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCROET 100) the weather -resistive barrier has already been installed before the window and flashing. Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. A Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 14 Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from comer of window sill upward. Roll firmly into place as necessary. Note: Be not extend sill flashing beyond outside edges of jamb Ilashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCROET 1071. Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Seven: Remove temporary secure - meat of weather -resistive barrier above header. fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. 18 Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCROET 107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). Flashing Application Instructions for. Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 I Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per manufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET--201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET 300). For complete deck installation guidelines consult the deck section of this book. 20 Flanged Window VCRDET 100 Head flashing tie-in instructions: g 1. Cut, fold up and temporarily secure Flashing Installation After Weather -Resistive Barrier weather -resistive barrier above header to allow for flashing installation MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCORA PLUS - CV*. ATHM wam 2. Install Grace Vycor Plus head flashing WEATHER FOLD UP WEATHER- under weather -resistive barrier RESISTIVE RESISTIVE BARRIER & BARRIER TEMPORARILY SECURE 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: EXTERIOR 1. For the most current details, installation SHEATHING video and product information, see our SILL PLATE web site at www.graceconstruction.com SEE VCRDET 106 FOR OPTIONS) 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for p ease of installation 3. Remove weather -resistive barrier from top GRACE VYCOR®PLUS of window sill plate 4. Install Grace Vycor Plus in order DO NOT FLASH OVER r shown by numbers BOTTOM NAILING FLANGE 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Flanged Window VCROET 101 Option I - low Exposure Notes: EXTERIOR SHEATHING 1. For the most current details, installation video NAILING FLANGE and product information, see our web site at www.graceconstruction.comMECHANICALLYFASTENASr%`` NECESSARY IN CORNERS THROUGH fVYCOR* PLUS 2. RIPCORD° (Split Release on Demand) can beGRACE SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 installation j FOR OPTIONS) O 3. Install Grace Vycor Plus in order as shown by numbers J GRACE® i` J- 4. If applicable, leave release paper on lower half flashing until future tie-in PLUS GRACE of sill VYCOR VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE a 60 004 n Z M a r u Flanged Window VCRDET 102 Option 2 - AAMA Recommendation Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCORm PLUS -, a GRACE VYCOR® PLUS 11 r.. 1 . r 1. DO NOT FLASH OVER if 1 BOTTOM NAILING FLANGE EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation Q 3. Install Grace Vycor Plus in order shown by numbers f f 4. If applicable, leave release paper on lower GRACE half of sill flashing until future tie-in VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET 103 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS r NECESSARY IN CORNERS SEXTERIOR NG F1. For the most current details, installation THROUGH GRACE ' `: video and product information, see our web VYCOR PLUS / site at www.graceconstruction.com 1 SILL PLATE 2. RIPCORD® (Split Release on Demand) can be v ` t SEE VCRDET-106 removed from Grace Vycor Plus for ease of FOR OPTIONS) installation J r O 1 3. Install Grace Vycor Plus in order shown by 1• 1• t numbers GRACE 1 GRACE 4. If applicable, leave release paper on lower VYCOR® Plus VYCOR® PLUS half of sill flashing until future tie in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Half Round Window VCRDET 1oa Option 1- low to Moderate Exposure Notes: EXTERIOR SHEATHING 1. For the most current details, installation video SILL PLATE and product information, see our web site at 2 SEE VCRDET-106 FOR OPTIONS) www.graceconstruction.com REFERTO TECHNICAL LETTER#1 ON CHEMICAL 2. RIPCORD® (Split Release on Demand) can be COMPATIBILITY wrRl NAILING FLANGE removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown n . 'K; r"_ '. •: by numbers GRACE 4. Mechanically fasten as necessary VYCOR® PLUS 5. If applicable, leave release paper on lower CORNER PATCH Fo aos-W` half of sill flashing until.future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT FLASH OVER BOTTOM NAILING FLANGE 7. Detail also relevant for Grace Vycor V40 GRACE VYCOR® PLUS Half Round Window WROET 1os Option 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WRH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate Options VCROEr--1o6 OPTION - A I NOTE #2 WALL SHEATHING J VINYL GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE OPTION - B Notes: 1. For the most current details, installation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can EN be removed from Grace Vycor° Plus forFURRDING STRIP ease of installation 3. Remove weather -resistive barrier from SILL PLATE top of window sill plate 4. Install sill flashing as shown at leftSEENOTE #2 WALL SHEATHING J Tie-in with Vinyl Siding at Window Sill VCRDET-1m 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCROET 100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD® RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET 100 to 105) NEATHER-RESISTIVE 3ARRIER (OPTIONAL) B. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-5oo WEATHER-RESIS BARRIER (OPTIO GRACE VYCOR® PLUS Wall -to -Wall Outside Corner VCROET-501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com HEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE® VYCOR PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) R iS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on outside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET502 HUMS ASPH RUBBERIZED ASPHALT ADHESIVE E R?PLUS ED RELEASE L R BEFORE Kl 0. 9OM RELEASE PAPER TO E1 09EAD1 9NE A9 SHOWN) MECHANICALLY FASTEN IS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT I Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD? (Split Release on Demand] can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to comer . 7. Install Grace Vycor Plus and weather -resistive bar - der to form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Wall - to -Wall Inside Corner VCRDET 5os Notes: VINYL SIDING VYCOR' SIDING WOOD SIDING UW-- v 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD? (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options VCRou-sw Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor' Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A I , RELIEF CUT PATCH -A INSTALLED AT CORNER Option-B PATCH-B PATCH-B INSTALLED AT CORNER Option-C 0ATCI 1 PATCH-C INSTALLED AT CORNER i Foundation Sill Plate VCRDET5o5 Option I WEATHER -RESISTIVE BARRIER (OPTIONAL) EXTERIOR - SHEATHING GRACE VYCOR® Pa Foundation Sill Plate VCRDET 506 STUD WALL SILL SEAL GRACE VYCOO PLUS FOUNDATION WALL Notes: I. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL)-% I For the most current details, installation video EXTERIOR - SHEATHING and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be STUD WALL removed from Grace Vycor Plus for ease of installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORG numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding lapsWALL 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific DensArmorPlus ID Interior Panels Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N SS3 Technical Service Hotline: 1-800-225.6119 Description DensArmor Plus• Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM 03273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARO and GREENGUARO Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -parry organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARO microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used an the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 06329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS8) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for usi in new construction or renovation work They are designed for direct attachment witf"i 'screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.U5.6119 or www.gpgypsum.com Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125'F (52'CI, e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus® Fireguard C• panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSOS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued — Stamps/Signatures Georgia-Pacific DensArmor PI us® Technical Service Hotline 1.800.225.6119 or Interior Panels W W W. g p gypS U M.0 GM Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm), Width: 4' (1219 mm),* Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm): Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8' (15.9 mm); Width: 4' (1219 mm): Lengths: 8'-12' (2438 mm-3658 mm): Edges: Tapered DensArmor Plus fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Nan -Are -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Are Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2' (12.7 mm) t 1/64" (0.4 mm) 1/2" (12.7 mm) t 1/64" 10 4 mm) 5/8' (15.9 mm) s 1/64" 10.4 mm) 5/8" (15.9 mm) t 1/64' (0.4 mm) Width, standard 4'(1219 mm) 3r32" (2.4 mm) 41(1219 mm) 13/32" (2.4 mm) 4' (1219 mm) t 3/32" (2.4 mm) 4'(1219 mm) t 3/32' (2.4 mm) Length, standard' 8' (2438 mm) to 12, (3658 mm) t 1/4" (6.4 mm) 8' (2438 mm) to 12' (3658 mm) s 1/4' (6.4 mm) 8' (2438 mm) to 12' (3658 mm) t 1/4" (6.4 mm) 8' (2438 mm) to 12' (3658 mm) s 1/4' (6.4 mm) Weightr, nominal, lbs./sq. It, (Kg/m'1 2.0 (9.81 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Penneance', Perms (ng/Pa • s • m') 10 (570) 10 (570) 101570) 10 (570) Linear expansion with moisture change, inn %RH (mm/mm %RH) 6.25 x 104 6.25 x 101 6.25 x 104 6.25x101 Coefficient of thermal expansion, in/in/°F (mm/mm/*C) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 104) 8.5 x 10 (15.3 x 10'9 8.5 x 104 (15.3 x 104) Flexural strength, parallel, Ibf.x' (N) Flexural strength, perpendicular, Ibf"(N) 280 (356) a100 (444) x80 (356) 2100 (444) aIGO (444) a140 (622) a100 (444) 2140 (622) R Value', h' • "F• hr/BTU (m'• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf." 1N) a80 (356) x80 (356) 40 (400) 290 (400) Hardness core, edges and ends. Ibf. (N) 215 (67) 215 (67) al5 (fil) 215 (67) Water absorption I% of weight)" 5 5 5 5 Surface water absorption'' 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface buming characteristics per ASTM E84 or CAN/ULC S102Y Hama spread/smoke developed Humidified deflection" 0/0 52/8" (6.4 mm) 0/O s2/8" (6.4 mm) 0/0 s1/8" (3 mm) 0/0 st/8" (3 mm) Bending radius' 6' (1829 mm) 6111829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASTM C518 ' As defined and tested in accordance with ASTM E136 or CANAILC S 114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 Ift cup method) Specified values per ASTM C1658 and ASTM C1177 Georgiaacific Gypsum U. S.A. Georgia-Pacific Gypsum LLC Georgia- Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U. SA West 1-800-824-7503 Midwest 1-800-8764746 South Central. 1-800.2314060 Southeast: 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free: 1 -MO-387-6823 Quebec Toll Free: 1-800-361-0486 TECHNICAL INFORMATION U. S.A. and Canada: 1-800-225-M19, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225 6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. eam4 Gaxo& k Grew u[ AD d0ho loam& 1/14. GP -TM IA hoe F=411 GeorgiaPacific DensGlass® Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga. ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass• Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions! DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of OensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS), cavity brick or stone veneer applications, cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Approvals Jnh Name Contractor nate Technical Service Hotline 1.800.n5.6119 or www.gpgypsum.com When OensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. for roof applications, consult our DensOeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior the applications. For interior file applications, consult our OensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use OensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass' Fireguard* Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSOS) is available at www.buildgp.com/safetyinfo or call 1-404-652.5119. Product Data Thicknesses: 1/2112.7 mm): 5/8' (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued_ — Stamps/Signatures AGeorgia-Pacific De nsG Lass® Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 8' (2440 mm). 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) Weight nominal IbsJsq ft. (Kg/m') 1.9(9) 2.5(12) Square SquareEdges Bending radiuss 6' (1829 mm) 8' (2438 mm) Racking strengths Ibs /fL (dry) (N/m) Ultimate -not design value 540 (7878) 654 (9544) Flexural strength'•' parallel Ibf. (N) 4' weak direction 2BO(356) 2100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'- 2/8" (6 mm) 1/8" (3 mm) Permeance', Perms Ing/Pa•s•m') 23(1300) 17(970) R Value', ft'•°F•hr/BTU (m'•K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change in/in %RH (mm/mm %RH)' 6.25 x 104 6.25 x 104 Surface burning characteristics per ASTM E84 or CAN/ULC S102• flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, iMn/°F (mm/mm/°C) 8.5 x 10-0 15.3 x 104p 8.5 x 102 15.3 x 104p Tested in accordance with ASTM C473 s Double fasteners on ends as needed Tested in accordawe with ASTNI E96Ift cup mediM Tested in accordance with ASTM E72 Tested in accordance with ASTM C518(heat flow metes/ As defined and tested in accordance with ASTM E136 or CANAW SI14 Specified values per ASTM C1177 As stated by Gypsum Association GA-235 Tested in accordance with ARM E718.6 00 k Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.SA West 1-800-824-7503 Midwest 1-800-8764746 South Central: 1-800-231.6060 Southeast 1-800-327-23" Northeast 1-800-947-4497 CANADA Canada Tall Free: 1 -800-387-6823 Quebec Toll Free: 1-800-361.0486 TECHNICAL INFORMATION U.S.A. and Canada:14100-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum U.C. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebsite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to vvvrw.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. G=4GwM*a ftGyp nLLCMATEmmNsi1A4.GP-TM ULImnIMM Florida Building Code Online Page 1 of 1 c nRloADreARii..rnrrac u,/i.:/i r Business 81 Prdessional.Regulation = — pprd NDILE ARdIR-ppPR ppFR 0191'JIOHtl ,COaTACi OpPR r 4 Florida re ary im Product Approval N USER: Public User Product Anaroval Menu > Product Or ADDllotlon Search > Application Ust Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL FL* 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search ResUlts Agplications F UMManufacturer Validated ev Status FuS000-112 Revision Therma-Tru Corporation Ryan 1. King, P.E. Approved Category: Exterior Doors 813) 767-65SS History Subcategory: Swinging Exterior Door Assemblies w -... — orr .Z,— rn. cnme j"ion If necessary. Approved by DBPR. Approvals Dy LRWK snau ua rem — The State of Florida is an AA/EEO employer, "-"•'ht 2007-201a Sr,t ef FleAda.:: Macy Statement :: aCCESsihillty Statement :: Refund Stttement Under Florida law, email addresses are public rerards. If you do not want your e-mail address released In response to a public -[.Cords request, do not sendelectronicmaptothisentity• fratead, contact the of im by phone or by traditional mall. tf you have any questions, please Contact aS0.4ff7.139S. 'Pursuant toSection4SS .27S(1), Florida Statutes, effective October 1, 2012, licensees ilcertsed under Chapter 4SS, F.S. must provide the Departrrlent with an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish b1supplyapersonaladdress, please provide the Depart with an emaill address which can be made available to the public. To determine If you are a licensee underChapter4SS, F.S., please cildc heT . Product Approval Accepts: Credit Card Sate t....--. r r..-.... Ll....:d-.L.r.;l.l;nn nrn /nr/nr zr%n icr ;kcny 11 /30/2017 Florida Building Code Online Page 1 of 3 i SOS Home I W to ! user Registration i Hot Topics I submit Surcharge I sots a Facts I Pubuotims I FBc san I Bcts Site Map I uMa I search Fbrida 1 j Product Approval Iy USER' Public User ea Prod_ Aooroval Menu > Product or Aooliotlen Search > Aoolleatlen Ust > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ]. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FI 15000 R2 COT Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Fl 15000 R2 EDuiv FL - 15000 Eouiv of Standards.odf httDS: / /www.floridabuilding.orp/ pr/ pr_app_dtt. aspx?param=wGEVXQwtDquS... 11 / 30/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic' or "Smooth -Star" S d" Non-impact" Opaque elite(s) - Outswing (X, OX orglass Door with & out XO, OXO, XX, OXXO Configuratlons) Limits of Use Installation Instructions II INST 15000.1.odf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15000 R2 Verified By. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports EVAL 1cn0n LI& Other: See INST 15000.1 for Design Pressure Ratings, any additional use limitations, Installation instructions and FL15uuu R2 AE Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " J' part number doors and sidelltes, which have been stained or painted within fi months of installation.) 15000. 2 b. 'Fiber-Classlc" or "Smooth -Star" OXXOithout Sdelon -Impact" Opaque Fiberglass oO, Door with Configurations) Limits of Use Installation Instructions INST 1SnAQ.2.odf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FLiSUV^ g2 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports AF EVAL 1SOOO 2 ref Other: See INST 15000.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and FL15Vuu Created by Independent Third Party: Yes roduct is res approvallveandsldeliites, which haroduct of "? part number doors been stained stainedor painted within 6 months of Installation.) 15000. 3 c. "Fiber -Classic" or 'Smooth -Star" WO S del te(s)m Outswing ( Xe Fiberglass Door with & without OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions INST 15000.3.odf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FI 15000 R2 II Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports EVAL 15000.3.odf Other: See INST 15000.3 for Design Pressure Ratings, any additional use limitations, installation Instructions and FI 15000 R2 AE Created by Independent Third Party: Yes product particulars. (This product approval requires the use of' J" part number doors and sldelites, which have been stained or painted within 6 months of Installation.) 15000. 4 d. "Fiber -Classic' or 'Smooth -Star" Iact' Opaque Fiberglass 8'0 "Non-Imp XO ss Door with & without Configurations) Limits of Use Installation Instructions INST 15000.4.odf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Fl 15000 R2 ti Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports EVAL 15000.4 odf Other: See INST 15000.4 for Design Pressure Ratings, any additional use limitations, Installation Instructions and FL15000 R2 AE Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " J" part number doors and sldelites, which have been stained or painted within 6 months of Installation.) 15000. 5 e. "Fiber -Classic' or "Smooth -Star" 0 "Noing -Im Fiberglass Door - Outswing GlazedDos) InsConfigurationact' awl 11 /30/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST IS000.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FI IS000 R2 AE EVAL IS000.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 7" part number doors, which have been stained or oalnted within 6 months of Installation.) 15000.6 f. "Fiber -Classic' or'Smooth-Star" 6'8 "Non -Impact' Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Fl I sn00 R2 1) INST 15000.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and Fi I sn00 R2 AE EVAL iS000.6.odf Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "? part number doors, which have been stained or painted within 6 months of Installation.) Cantli; tls :: 2AM Blair hone Road. Tallahassee FL 32399 Phone: ASO.497-1824 The Sat, of Florida IS an AA/ff0 employer, QgXdght 2007.2013 State of Flarlda.:: privacy Statement :: Accessibility Statement :: Refund qmIgment Under Florida law, email addresses are Public records. If you do not want your e-mail address released In response to a publk-records request, do not sendelectronicmailtothisentity. Instead, contact the *nice by phone or by traditional mall. If you have any questions, please contact SS0.4117.1395. -Pursuant toSection455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the Ikensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an emal address which an be nude available to the public To determine If you are a licensee underChapter45S, F.S., please Cache hem - Product Approval Accepts: M®®®® Credit Card Safe k44rne•//%Af%AAAI flnrirlahblilAino nro/nr/nr ann dtl.asox?Daram=wGEVXOwtDauS... 11/30/2017 THERMAITRU THERMA TRU DOORS 11e 1"ou"T11u1 On., Eoocnvom. ON 43e17 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES 1. Thb product has been evoluoled and Is In Compliance with the Sth Edlllon 12D141 Florida Building Code (FBQ structurd requirements including the high Velocity Hurricane Zone (VHZ). 2 Product archon shot be as (sled and spaced as shown on details. Anchor embedment to base motolol shall be beyond woll dressing or stucco. 3. When used In The wHr this product Is required to be protected with an Ynpoct resistant covering That comples with Section 1626 of The FBC. 4. When used in areas outside of the'HVHr mquft wind bone debris protection this product ls required to be protected with an impact mshloni cowering that couples with Section 1609.12 of the FBC. S. For 2t stud tmming consbuclim anchoring of these Units shol be the some as that shown for 2x buck mosony conshucian. 6. Site conditions that deviate from the detale of this drawing require further engineering onatrA by a Icensed engineer or registered ochitecl. 7. This product does not meet the water Infiltration requirements for the ?f W. Inswing units shol be Wd)ed only In non- hobitable areas or of hobllable locotlons protected by on ovedhong or canopy such That the angle between the edge of canopy or overhang to sD Is less Than 45 degrees. TABLE OF CONTENTS SHEET I DESCIUPBOM 1 Typical elevations b general notes 2 Door ponel detain (Smooth star) 3 Door pone) details Hier cask 4 Sldelle panel details d gla ft details g Vertical cross secliohs 6 Hod=td doss sections 7 Holrontd cross section 8 Buck 9 Frame onchoMg 10 Rome anchhortrhg 11 Astro detols 12 BU of materials a Components V a a Lft' V-V MAX OVERALL rRAME WIDTH D D SINGLE INSWING UNR x SEE DETAIL SHEET 66 g g DOUBLE W/SIDELIITES INSWING UNIT Oxxo FRAME WIDTH 61I IAAx 0'f%',, r SEE DETAIL -A-/ /^\ SHEET e g DOUBLE INSWING UNIT xx 4 i QQ" list%% gi3e w 6B3? MAtc OVLRALL WIDTH SEE DETAIL l6 (_ SHEETg g 1 \ ! 2 SINGLE W/SIDELITES INSWING UNR OXO DES GN- EJSUEi a , FREIW AjERINFIL1RA III 0- NO 1JEEU6 N , TYPE OIlTSUR AGE BOL MWI M;SUIRFAr GE LOL73 :. SINGLE 67.0 67.0 DOUBLE 47.0 47.0 60. 0-60.0 SINGLEaDOUBLEWITH SIDEIITES 47. 0 47.0 o. c "" JK aac W US FL- 15000.4 a- Lof tg a 3d.0ar MAX. DOOR PANEL WIDTH z z x 23 0 cQ v n NN oI LDID DOOR PANEL Smoolh Slor 1 : 1. XTERIOB S .. INTERIOR f NORIZO14TAL CROSS SECTION 2 DOOR PANEL 4. 00T r- oaM• L 1515 r- t c f Ss _ ITC" STILE TOP RAIL SMOOTH STAR) 54 (SMOOTH STAR) r— L , % L 56 HINGE STILE BOTTOM RAIL SM005H STAR) 57 (SMOOTH STAR) 2 VERTICAL CROSS SECTION 2 DOOR PANEL i •••••• G of Pi 14 C O Zgrp 3d. 9c oo m N.T.S. er JK L or: LFS mm Na FL- 15000.4 aaor_ 9 , EXTERIOR6 4 kz pi m 4, mWm zo ctjgoon INTERIOR 302 Z. 36.OV'MA)L 1 HORIZONTAL CROSS SECTION DOOR DOOR PANEL PANEL VADIVI 4.0= at EXTERIOR INTERIOR Ed LATCH STILE TOP RAIL pS (n9ER CLASSIC) (neER cLAssic) Ln 0 DOOR PANEL Fiber Clossic 2 o 0 20z10 HINGE STILE BOTTOM RAIL 2\ VERTICAL CROSS SECTION a DAM 02/24/12 nBERCLASSIC) VV —(nBERCLASSIC) 3 DOOR PANEL W-M N.T.S. am Wt. JK CML IV. LFS oRkwac M: FL— 15000.4 or 1 /2' GLASS 25" STEEL 1 INTERCEPT dME SPACER 40 41 SEE NOTE 1 5" INSULATED CLASS W/ SMC LITEFRAME GLAZING DETAIL 13.937S'MAX. PANE. WIDTH 7.12S' MAX. D.L.O. WIDTH h 33 1/2" MIN. • a GLASS THK. 40 1R' CLASS THK. 42 = `.( 1/8" EXTERIO 40 1/8'1 I + 0- TEMPERED = G1 TEMPERED 8 v CLASS GLASS i •. ... AIR SPACE :>:';. rrrhnul o9i iAIRSPACE34 :`• L 't' u N u 1 8' 25" STEEL 1/8" M p E 3 9 e c TEMPEREDINTERIOB INTERCEPT TEMPERED $ c 9 GLASS SPACER CLASS 29 n `u C 40 29 SEE NOTE 1 \(}` i 0 Z p 5' INSULATED GLASS W/ SEE NOTE 1 vn q, PVC LITE FRAME GLAZING DETAIL GI fA CI 33 34 i • INTERIOR "• f'••-; s'• G 7 vi u a OVf SEE NOTE 1 1 HORIZONTAL CROSS SECTION s 4 SIDEUTE PANEL tot PLASTICUPLITEFRAME34PLASTICUPLfTEFRAMEt EXTRUDED PVC EXTRUDED SMC y 2 VERTICAL CROSS SECTION 1. 07T -"{ lA7T 4 SIDOM PANEL I IL-7-7-L 1. Spacing for item 129 dr /141 (lite frame screws) I TrC/_L/_L/_L/.dTI is as follows: From the bottom up on sides: 6.5 2 IS31'--I I T 531' -i with (7) more spaced of 9.875' o.c. there are (2) screws both top and bottom of 2.125" in from each SIDEUTE 71)P di BOTTOM RAIL 36 SIDELITE BLANK SIDE STILE comer. 42 FINGER JOINTED PONDEROSA PINE, SG-0.43 FINGER JOINTED PONDEROSA PINE. SG-0.43 SIDELfTEPANELSmooth Star It: N.T.S. x JK er LFS wc no. FL- 150DO.4 ri 4 ar J 4 1 VERTICAL CROSS SECTION 5 P TE 2 SEE NOTE 2 2 VERTICAL CROSS SECTION 5 3 4 NOTE 1 SEE NOTE 1 i a lllllll\\ z QQoo i•1 M GQ •; j90X. 2 Ep zmeu p C WmonsyYmA61. 26 4 5i S z N 30 u 2 SEE TE 2 3IR o t 3 VERTICAL CROSS SECTION 5 Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) i 1. The sidelite is direct set into the jamb with (12) e item IF43 0 IS x ,2' pfh. wood screw. There are (4) i of each vertical jamb, from the top down at 13.5', o=° 31'. 48.5' & 66'. There are (2) at the header at scut: N.T.S. i 4' from the outside comers of the frame. there are oso. or. JK c2) 113 a 18 x 2-1/2' pfh. wood screw at the sill, 4' from the outside comers. C"L MI. LFS 3 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL oMxelo xoa FL-15000.4 SEE DESIGN PRESSURE CHART) OW 5 OF 3 G Nts i t Gr ran doO.1SMM. CSINK r 13 lYl7g: fv- rrrri i t\ with SEE N07E 1 1. The sidelite is direct set Into the jamb R 43 B 12) item 143 a IS x 2' pfh. wood 47 ti oscrew. There ore (4) of each verticol omb, from the top down at 13.5, 31', ACTIVE o xz a 90 $ u 4B.5' B 66. There ore (2) of the header o of 4' from the outside corners of the r q ti i i' e from@. there are (2) 113 O IS x 2-1/2' screw• r pfA. wood screw of the Bill, 4' from the iy• ; i outside comers. f <;;:•r Y' r IL INTERIOR 36 45 A" 44 DETAIL 41 29 3g OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 17 16 SEE DESIGN PRESSURE CHART)'y2MQ4e oEMIL )IYP.) Nc INTEBIpB 3 HORIZONTAL CROSS SECTION 6 22 50.16' fNN. 35 CSINK 24 XTRIO 43 8 7 SEE NOTE 1 34 27 8 7 33 43' c C1 0 INACTIVE ACTIVE 10 O c 4 36r o ? INTEBIQS 44 1J 4 9 10 37 45 am 02 24 12 1 seru N.T.S. 01 i ore, MI. JK o BI8 ow- LFS i r 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a 5000. 4 a 17 p I.1/4'MIN. I.1/PMIN EMB, (1YP.) Q a EMB. (IYP.) 1 1 11 13 17 ISMIN 1SMN. 17 13 CdNK N:J Y' i o 80 C- SINK l_\` o a o PI IOR Rm 7 8 t.. 2 x COD EXTEelQB an d € v b mot f.: 1 .•.. rERIO U H w10 o 139121616 21 38` 38 19 2 HORIZONTAL CROSS SECTIONt5 114TERIOR 7 rf fe N O O S21 I S' WN. 9 1 HORIZONTAL CROSS SECTION C-SINK 7EXTERIO 43 34 SEE NOTE 1B 7 33 43 z G1 1A a v 0 n W f 1. The sidelite is direct set into the jamb with (12) 36 item 143 0 18 x 2' pfh. wood screw. There ore (4) 44 of each vertical jamb• from the lop down of 13.5', 1 45 z ° 31'• 48.5' dr 66. There ore (2) 0t the header at aID 02 24 12 i 4' from the outside comers of the frame. there are swc: N.T.S. 9 5 2) 113 0 IS x 2-112' pfh. wood screw at the 18 WC. W. JK a sill, 4' from the outside comers. fNTERIOR 3 HORIZONTAL CROSS SECTION p0L sr' L.FS 3 o• AWMG HM: a 7 FL-15000.4 n seEry 7 or LT a O MASONRY 2X 4- 8- II II 38 II TYP. HEADII & JAMBS II II II II II MULLION SHOWNIISHOWNFOR II REFERENCE II II II II II II 48• a I 1 4. 1 p II 0 II 0 II p\ II p -ASTRAGAL II SHOWN FOR REFERENCE II 0 II 0 II 1 I 1 MULLION SHOWN FOR II 1 REFERENCE II 1 II p II 0 II 1 p II I I CONCRETE ANCHOR NOTES: 1. Concrete anchor locollons of the comers may be odjussted to mdnfaln the m1n. edge distance to mortar joints. q 2. Concrete anchor iocollam noted as "MAX. ON CENTER• must be adjusted to R€ mointoln the min. edge distance to mortar joints, addltbnol concrete anchors a may be required to enswe the. MAX. ON CENTER• dimension are not exceeded. 3. Concrete anchor fable: i MASONRY 2x c ••: ANCHOR: 4NCHC51i p11N::ClEARANGE TO MASONRY:•:•::AQJACENT.; MIN::CLEA. RANGE EMAEDMENi; EDGE.:: ,..;r ANCHOR' ITW TAPCON° ELCO 1/4" 1.1/4• 1- ULTRACON u N 6 4- MASONRY. 2X 4- a II II II II II 38 II TYP. HEAD II do JAMBS II II II MULLION I I II SHOWN FOR II II REFERENCE II II I II I II MULLION II II SHOWN FOR II II REFERENCE II II II II II II II 44f 38 0 1 0 TYP. HEAD do JAMBS p ASTRAGAL 1 SHOWN FOR 1 REFERENCE 1 1 0 0 0 B 0 0 0 1 0 DOUBLE DOOR a11r.K ANCHORING U N O D u. N.T.S. L Or. JK or. ' LFS rmc mo: FL-15000.4 a 8 a 12 1 MASONRY OPENING El FRAME h - 2X BUCK SEE DETAIL 1 II I i VIEW 'B'-'B' 17' r SEE DETAIL 1 W/2X BUCK 43 TYP. HEAD & JAMBS O BUCK TYP. DETAIL SEE \ III TYP. SILL B• A. DOUR E DOOR W/SIDELITES CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odjusted to maintain the min. edge distance to modar Joints. 2. Concrete anchor locations noted as LAX. ON CENTER' must be adjusted to maintain the min. edge distance to morfor joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR MIN:;•'."::.,: MIN::GIEARAN6E`' MIN. GIEARANCEANCHOR.:; SRE•: : EMBEDMENT TOMASDNRY `•,::,;TOi1D•JAC&f- EDGEi<:.:;:=S':.:::: ANC OR':..:;, ITMt a 11/a• r a• TAPCON 1TW e TAPCON 3 16' 1.1/4' 3' 1-1/2" WOOD SCREW INSTALLATION NOTES: edge dstance, I' end dtslanee. S 1' o.c. spacing of58' I 1. Maintain a mlNmum / g wood screws to prevent the splitting of wood. 1 THESE (2) ANCHORS- REO'D ONLY WHEN DP > 47 PSF MASONRY OPENING FRAME 2X BUCK SEE DETAIL 4' T S• Jed n I I N'• n W t pi ci I omo u N •;_ W/2X BUCK 13 INSTALLATION j((( 4 E a m=u p c a W u a . W/1X BUCK 39 INSTALLATION E. TYP. HEAD & JAMBS O BUCK IYP. SEE DETAIL c Z IYP. SILL 14q ir 13 49 30 30 W/2X BUCK f3 0 31 31INSTALLATION 13 W/1X BUCK 48 nil INSTALLATION 10 DETAIL '3' DETAIL "2" V ASTRAGAL & SURFACE BOLT STRIKE PLATES ®HEAD DETAIL '5' 13 31 31 O 13 30 r 30 DETAIL "1' DETAIL '4' SURFACE BOLT STRIKE PLATE THRESHOLD L• 02 24 12 ae N.T.S. G Isr: JK L ft LFS WM No.: FL-15000.4 aroma- I DETAIL '3' A. SEE DETAIL '2' IS W/2% BUCK MASONRY INSTALLAQ OPENING W/1x BUCK $ J9 INSTALLATION TYP. HEAD & n1 p H JAMBS FRAME 14 TYP. SILL2XBUCKSEE DETAIL 'I' _ SEE DETAIL '4' I I if VIEW "a*—'B' DOUBLE 000R A' CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odgusted to maintain the min. edge distance to morfor/olnls. 2. Concrete anchor locations noted cis ' X. ON CENTER' must be adjusted to molnloln the min. edge distance to mortar jolnls, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR:. i`::MINt.:'; MIN: CLEARANCE: MIN: C NCE AH6HOR':' ryPE;:;°F SIZE:>i;i• EMB D..... TO'MASONRY:' EDGE"':';;k:.::`•_.:;ANCHOR:a:`:' TO ADJACENT'., 1/4' 1-1/' 4' TArTw ITW e J/ 16' 1.1/P 3' TAPCON 17VVV J1..1[Cn ma n ar...vn nvrw. 1. Mafnlofn o mWmum 5/r edge distance, 1' end distance, L 1' o.c. spacing of 6 wood screws to prevent she sp011ing of wood. MASONRY] OPENING FRAME 2X BUCK — 1 4 SEE y U DETAIL o '5' SINGLE DOOR W/2X BUCK INSTALLATION W/1X BUCK INSTALLATION 11 Pi n p Ew Z. Mg 9do eEEo Td \ l 0 i m DETAIL '2' Zi ASTRAGAL & SURFACE BOLT STRIKE PLATES ® HEAD 7ak 9 c W ; 31 31 n r c x o 'z o oAIL• 02 24 12 = 30 0 30 N.T.S. 5 WM er: JK DETAIL '1' CM M: LFS ; SURFACE BOLT STRIKE PLATE 0 ,m WO_ c THRESHOLD FL-15000.4 e 0 w 10 or 12 n o 95.25 pi on z t a •: v V -, z IBM 1B.3B' 20.6r IBS 14-V ZA V ' ' mn`LE c z° VLJp^Ki 27 27 TYP' 27 c v, TYP. TYP• g c g 3 N m 7 4.7 4 S E+ I 6 0 125 327 Q 1.910' 6 0.75' a7s s 0.063•--I I-- SEE NOTE 1 N F• Q ai[ 02 29112 ? 24 ASTRAGAL DETAIL swc N.T.S. C QIE: wrc sr JK m 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP o 10. L d AND THE BOTTOM. fi-15000.4 c sxccr •LL a 12 p n DESMPWO Motuw 1 FM QAS9C (FC) PANEL SKW oar Am INK RBERCIASS BYDOW-MU m1A iieW ,tNro Fy(n*L)6,OW ps FEUCASS IA SIIWIH STAR SS SASH d IRMU SAW 0.07 YN UK FOOKLASSorBQRW-1RU rM F mh -4000 pat . FBiOMM FC WP RAL WOOD COINOSHE FC LATH SILE WOoo COUPOSRE 4 1 FC !RICE SME POte)OM FMSG=O.43 WSW 5 I FC OOTRW RAGE WIDW COIFM 6 I POLnWTA f row 1.92n DENYM 10.W7 1 SHM W M WIRRESWIM NEARVUw aW eI LONG REACH WYPIaMW WFARff%l3w raw g 4 r 4 HINGE .097 Doc SrEn 10 10 r ! / LC PFH NVOD SCREW SRn 11 YASOM - 1.000 P9 UN. COHfJi W COIrO1BRIC TO AC 301ORHOLLOWBLOCKCDWORIMTOASTUC90ATE 12 1110 r 2 LG PFH WOW SCREW' Sim 1! I IS , 2 1 I.C.Sim PINNOWSIXVS14 1 t 4 , 2-I 4 BW P H C NG" SCREW Sim IS EUIE 90SOT= BOOT .M DORUDm wm NMt 16 2X BUCK SC >- OSS WOOD I7 I U4Y. 14 SHN1 YAWK WOW A I K UM7 PASSAGE IOCK - SIQUIURE SERI6 19 I SELF ADAISM INSIVING SAODIE 11ltE51OL0 AL 20 1 FIFADER POfIOETNSA AK SG-0.43W90O 21 SBW JWB SW0.4J WOW 22 HNCE JAI® SC-0143 wow 23 1 KWOOSET DFAWMT - 9WTIW SETLCS 7e0 4 1 N00WME ASIRMA ALWYINW 24A I Omit nY9H BOU S1en 24B 1 ASM" FISH BOLT RErA08:R uLAOM 26 1 IX OUC K SC >- A55 WO0O 27 1110 r 1-I LG FNJ" SHEET PETAL SCIN SIEGE 2e I now DOOR WT= SHEEP vHn 29 6- 18 r 1-3 4 FHLLFS FLOW SCREW IR11 J! S En 3o I SWAGE BOLT SRRQ RATE SIEGE 1 110 r 2-1 FHLLP5 FLAIHEAD WOW 5EWIF Sim 1 IM CELL" GIA7WC TAPE(SIN-11 JAPE) RASIX LIP WE FRAYS PAC pvc 34 RASIX LID IRE WE E 571C 35 RANK JAYB POIetETm m SC-O.4! NOOO 6 5OEl/ TE SRC SIL£ POIWEROSA PK X-M43 NOW 7 110 , 1-3 4 LG PFH NOW SXtEW s1En 38 t 4 r 2-34 FTN nW 0R RW G0T4C m SCREW Sim 39 1 4 , J-J 4 I1W RN CWQ71 E SCREW sm 40 SRXOW CAUUK fWrf 795 SLOW 41 10 r 1 112, RAmw IfFOR HELL !4 SRn 42 SOEUIE TLi : 90M)U RAL fPOhVDW PIHL SGc0.43 Wood 43 IS , 2 LG. PFH WOW SCREW Sim 44 r ! atWU IIO m nNG01 JOB= PINE NOW 45 1 L. r .040 UA BRAD Tlau HAIL Sim 46 KS SIRFACE B0.i 454 .25 SIM Sim 47 1 4- 20 SIX BOLT W t 4-20 "KALE LND Sim e 16 r 3-1 4• OWPFH WHGiEIE SCREW Sim 49 ASLRACAI SIMIQ RAIE Sim 50 1 4• , !- 1 4 Inv PFH CWO1 W SPEW 511Il 54 SS IOP RAL WOoo WImOSIIE 55 SS ura+ STLE WOW COMPOSITE 56 SS LANCE m PWE SG-0.43 Nm 57 1 SS BOTIDII RAL wow O01R092 46 RURFAGE BOLT ( IVEc 25' STEELI L— 021 WOOD FRAMFINGER JOINTED PONDEROSA PINE, SG-0.43 6750' r 19 SELF ADJUSTING SADDLE THRESHOLD AILIMINUMMNYI .045' WALL ALUM. ORO' THK. WALL VINYL TYP. Is h pi 411111111 2 1. n O s 0 U)+ dman V. liC Z URFAGE BOLT STRIKE PLATE (. 125" STEEL) g 30 I.t7O' e28 INSw1NG DOOR BOTTOM SWEEP VINYL .080' MAX. WALL. 035* MIN. WALL 2141' 1 A91' --1 O 2 trltc:O2 2412 N.T.S. oNt er JK 0INSWING SIDELI TEE BOTTOM BOOT p. LFS 0.09' EXTRUDED VINYL WALL RAC "0' FL-15000. 4 sir 12 a 12 Florida Building Code Online Page 1 of 1 a - Para BCtS Home ! lop in User Repts Wn ( Hot Topics ! Submit Surcharge ( scats f1 Facts ( Publications i FBC start ( BCIS Site Map i unks ( Search kllic * Product ApprovalrUSER: Public User Product Aooroval Menu > Product or Aoolkatlon Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL searcn tcesums A ALPLPucuara•uo Type Manufacturer Validated By Status FL14634-112 Revision Ply Gem windows Category: Exterior Doors Locke Bowden 334) 300-1800 Approved History Subcategory: Sliding Exterior Door Assemblies Contact Us :: >am Blair stone Road. Tollahatsee FL 32399 Phone: BS0-487-1821 The State of Florida is an AA/ff0 employer. CMEloht 2007-2013 State of Florida, Stete of Florida.:: Privacy Sta ement ::-^91SNh01ty StaLemem :: Refund Statement Under Florida low, email addresses are public records. If you do not wtraditionaltyur a mail. address you released Questions, please Conte 850.48rds requela5 o not send nttodectronk null to this errcHty. Instead, contact Me office by phone or Section4SS.27SO), Florida Stadnes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an ema0 address U theyhaveone. The entails provided may be used for official communication with the iloensee. However ama0 addresses are public record. It you do not wish to supply a personal address, please provide the Department with a`lss, addressF.which c n be made bade available to the public. To determine It you area licensee under Product Approval Accepts: Credit Card Safe 11 r_r_..st -- -__ r_- I.t- 11/79/2017 Florida Building Code Online Page 1 of 2 Busihess ' a Bas Hone ! IAg in `: user Registration I Hot TOPIC ! SubmR Surcharge I stats a Facts ! Publications ! FeC sort I acts SIM Map ! unks I Search 1 Product Approval y USER: Public User Mavi'.Tpu' pmAutt Aoomwl Menu > Product or Aoollotbn Sea rN > Aoollmtlon Ust > Application Detail FL # FL14634-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 241S1 614) 532-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Fl 14634 R2 COI COI PLY GEM SS 2015-02-19.odf Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By 0 Sections from the Code Product Approval Method Method 1 Option D r kf'f'MC• / /%AAAAA1 flnriiiahtti1dino nro/nr/nr ann fitl.asnx?oaram=wGEVXOwtDasw... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/201S Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVH2:: No FI 14634 R2 11 PGW063 SS 2015-01-02 odf Approved for use outside HVH2: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FI 14634 R2 AE PER30S4 SS 2015-01-02 odf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVH2: No FI 14634 R2 11 PGW063 SS 2015-01-02.odf Approved for use outside HVH2: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 201S-01-02.odf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVH2: No FI 14634 R2 II PGW064 SS 2015-01-02.odf Approved for use outside HVH2: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See Installation detail for available FI 14634 R2 AE PER30SS SS 2015-01-02 odf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVH2: No FI 14634 R2 II PGW065 SS 201S-01-02.odf Approved for use outside HVH2: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See Installation detail for available sizes FI 14634 R2 AE PER3056 SS 2015-01-02.odf and configurations. Created by Independent Third Party: Yes Back FQ Contact its :: 2601 Blair Stone Road. TiOahassee FL 32399 Phone: 8S0-4117-1924 The State of Florida IS an AA/ff0 employer. rnovdaht 2007-2011 State of Florida.:: Privacy Statement :: Accessibili Stat' Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have arty questions, please aonoct 8S0.487. 139S. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address U they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an aman address which can be made available to the public To determine If you art a licensee under Chapter 4S5, F.S., please dick b=. Product Approval Accepts: Maim®® Credit Card Safe k f'f-,r• / /%AAAAAr flnr1iA2KI tilrliMa tarn/nr/tar inn rite acnY7n:lram=wC',FVYOwtnn-,w... 11 /29/2017 INSTALLATION NOTES, 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN FOIERANCE Of 94/2 INCH Of THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CCWSIDEIIATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK 70 BE 2/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE P12 WOOD SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1 312 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED 70 STUCCO, FOAM, BRICK VENEER. AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE LS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. It. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OFQSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO AS7M C-90. MINIMUM COMPRESSIVE STRENGTH OF JSW PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHL AAMA/NW WDA 101/LS.3. 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY N07 REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 70 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL ALUMINUM 6063.76 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. S. DESIGNATIONS 7r AND'O'STAND FOR THEFOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRUMON I A INSTALLATION & GENERAL NOTES 2 ELEVATION A ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 6LAZIN6 DETAIL Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02:52-05'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSILE IALPACT RATING 96' X 96' W/OILL 25/-50 PSF NOT RATED RER 96' X 96' W/ SILL RISER 50/-50 PSF NOT RATED 0, PLY GEMWINDOWS 411KANONST-roMS". AOC[Y ODMT. VA 14131 H1 840411443411 M 610-4/-44111 n v xx dart wVO R. W G 14 W GmW T s O 4 Lip m mz VX 7 C 0 H W6 #: P&W063 SHEET: 1 OF 4 u N HE 91 UNIT MAX. WIDTH 96.00' D.LO. MAX PANEL MAX WIDTH 41.66• WIDTH 45.5' 9 c 3 D JIT D.LO. AX. MAX. E X• X. GHT HEIGHT 4 00' 91.16' ELEVATION 20.MAX. J 6.MAX. FROM O.C..c. COTYPI CORNERS TYP. INSTALLATION ANCHOR 6.0(r MAX. FROM CORNERS TYP. PANEL f MAX. •X• •X' HEIGHT 95.00' 20.75' MAX. O.C. TYP. ANCHOR LAYOUT m PLy GEMwuruowsW11MADIST./0 90%559. Way MOUNT, VA 24151 m 9404844349 FX 540-444.6MI3 10 T O A T t xxdadG W oaaW r m m gFs WnG m m o Nol is LL 3; PR u m m den ZN Nix uZ SchWG P& W063 SHEET: 2 OF 4 2 1/2* MIN. EDGE DISTANCE /p P Ly.- GEMCONCRETE/MASONRY WINDOWS 1/4* ELCO TAPCON BY OTHERS INSTALLATION ANCHOR 433 k A41M ST. VO BOX 5" F 2 1/2* MIN AOCV MOWt, VA 24151 C EMBEDMENT CONCRETE/MIS CAULK EN M 540-464-6348 FYj 540-494-"03ON Ix WOOD SUCK BY OTHERS 14 MAX EXTERIOR FINISH ....... SHIM SPACE :t BY OTHERS $ QxPERIMETERCAULKBY OTHERS 3/4' MIN. EDGE 12 WOOD SCREW DISTANCE Lu IN WOOD SUCK `c BY OTHERS INSTALLATION ANCHOR 8 8d ROOFING NAIL O.A. DOOR V, HEIGHT 2X WOOD FRAME SEE GLAZING INSTALLATION ANCHOR Lu BYOTHERSV4 DETAILIINTERIOR (OPTIONAL) CAULK BETWEEN EXTERIOR11/2, MIN. FIN & 2X WOOD STUD EMBEDMENT rCL v BY OTHERS F CAULK BEHIND ...... 1/4' MAX Ic LASHING a VERTICALSECTIONFSHIM SPACE HEAD - CONCRETE/MASONRY NAILS BY OTOVER HERS ....... EXTERIOR FINISH BY OTHERS U) PERIMETER CAULK z O. A. DOOR BY OTHERS z HEIGHT EXTERIOR INTERIOR EXTERIOR INTER.. 1 I SEE GLAZING Lu HET IG OoHTkSEE GLAZING f bETATLI DETAILI PERIMETER CAULK VERTICAL SECTION BY OTHERS a HEAD - 2.X WOOD FRAME 6z PERIMETER CAULK BY OTHERS CONCRETE/ MASONRY 7 2 1/2" MIN. BY OTHERS 4, EMBEDMENT LL: 1/ 4* ELCO TAPCON INSTALLATION ANCHOR 21/ 2-MIN. EDGE DISTANCE VERTICAL SECTION -c"! V) Z 108111IV) 3 SILL - CONCRETE/MASONRY DWG, #: PGW063 SHEET- 3 OF 4 1 1/2• MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR i.: 3/4• MIN. EDGE DI5TANCE \ I 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING A OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 HORIZONTAL SECTION 4 )AMD-2K WOOD FRAME HORIZONTAL SECTION INTERLOCK 1/4' MAX. SHIM SPACE i 0 11 21/2• MIN. EMBEDMENT 2 1/2' MIN. EDGE 77 F DI5TANCE r CONCRETE/MASONRY BY OTHERS 1/4• ELCO TAPCON i.;,•,'.'.•' INSTALLATION ANCHOR CAULK BETWEEN 1X WOOD BUCK 6 CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS 4 PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 DR O.A. DOOR —4WIDTH HORIZONTAL SECTION 4 )AMD • MASONRY/CONCRETE B/B' O.A. INSULATED GLASS EXTERIOR I INTERIOR I .75* GLASS 1 / BITE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE 5HALL COMPLY WITH A5TM E 1300 REQUIREMENT GLA55 CHARTS. 9PLyGEM WINDOWS 01 N AWN ST. PO 10X $Sf, NX&V MOUNT,YA 241S1 PK $40.464-4340 )Xt 94064.M63 m m V) Lu o=d= t^ xW co Q n G V) Z z p a r r mz~ z o p 3W& tf: PGW063 SHEET: 4 OF 4 Florida Building Code Online Page 1 of 1 An- lff.r: Business 8 ProfessionaRegla ebTAH01IEr inavy_aara te Rbivrntln',carucroeta r fll NO r z. q, Product Approval USER: Public User Prod t Aooroval Menu > product or AnollLtion Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL search Kesuirs APPUGaL'vns Type Manufacturer Validated By Status FL9174- R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors 0t Dietrich i 564 867 Approved History Subcategory: Sectional Exterior Door Assemblies w. nry ...er... rn. fn,nr AMan B nac sa". Approved by DBM AppfovAlS oy unrn span be rcvicwcu WIG The State of Florida Is an AA/gD employer, roovdaht 2007- 013 State of Florida.:: Privacy Statement :: Aaorss(blllty Statement :: g nt Under Florida law, emit addresses are public mortis. It you do not want your e-mall address released In response to a public-n=fds request, do riot send electronicmalltothisentity. Instead, contact the office by pane or by baditlonai mall. It you have any questions, please contact 850.487.139S. 'Pursuant to they have one.ITheFllorida emalls provided may used for official Statutes, effective October 1,2012, 1 commuitenseesnicationwith the Iloensee. Howevv ma9 aded underChapter4SS, F.S. must dresses are publrovWe the ic record. It tmentwithyouando Inot wish o t address f supply a personal address, please provide the Department with and aiil add, ess which can be hmade ere • avaltable to th! public To determine If you are a licensee under emaF. Product Approval Ac6pts: Credit Card Safe I .. I ---.. 11 no/,)nl7 Florida Building Code Online Page 1 of 6 flIIFIOA'OIWRndINT OF, - _ '_` /;`• .•` 1,- `` III' i Business &-Professional Regulation:`.. — OQ/IIHDEtPI/4BIXIT pBIR aB9R OIa161DH7LcO.NACi,OB151 Florida ra%PProduct Approval USER: Public user 1f"v+S Product AeorovAl Menu > p'^du at Aoollctlon Search > Aopllcatlon Llst > Application Oltell FL# 1 FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived 13 Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida Ucense PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checkilst - Hardcopy Received Certificate of Independence 1`19174 RI I COI Cert of Ind Scates 2011 s odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 I , ... - — — _1 1 — __.. _....-...,_..d'_C1/Vf1—&r1.If if 11 /'2n /,)n17 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval OS/04/2015 Date Approved 06/23/201S Date Revised 08/11/2017 Sufnlmary of Products FL * Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rif II o228 3i8958 P7.odf Chart P10.odf Approved for use outside HVHZ: Yes FL9174 111111 Track Suoolement r <_.odf Impact Resistant: Yes Design Pressure: +26.90/-30.80 FL9174 Rll WDJambSuooIementP16 Verlfled By: John E. States P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 Rl1 AE ASTM A 6S3.odf Eval Rapt 9100 rl s.odfFL9174RliAE FL9174 111 Afnrmadon for FBC Sth 2014s.99 Created by Independent Third Party: Yes 9174.2 f 5120 / 6100 / 9100 #0229 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind-borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 1 5120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind-borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. 16' Max width. 8'-9" Max height. Max section height 21'. Glazing available In top or Intermediate section. Installation Instructions FL9174 Rll II 0229 318959 PB.odf FL9174 1111 It Track Suoolement Chart P10 odf FL9174 Pli 11. ..03ambSunnIn.nunt0I6 a ndf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F19174 R11 AE ASTM A 6SI odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 Rl' AF rL O9174 re Afar.n,firm for FBC Sth 2014s_.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 Rll II 0230 318960 P10.odf FL9174 RII It Track Sunolement Chart D10nd_f FL9174 R11 II WD]ambSuoolementpl6 s.odf Verifled By: John E. States P.E. FLOP10A PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rif AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 r1 s odf F' 9i74 Rll AF FLO9174 rn Affirmat*on for FAC Sth 2014s_ndf Created by Independent Third Party: Yes 16' Max width. 8' 8" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 Rll II 0231 318996 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf F19174 RI II WD3amb5uoo1ementP16 s.odf Verified By: John E. States P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RlI AE ASTM A 6S3.odf FL9174 Rll AE Fval Rent 9100 rl s.odf FL9174 R11 AF F 09174 rA AffirmationFnr FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 5 5120 / 6100 / 9100 #0234 19' Ma available width. In 81or"i Max me height. Max sectsection height 21". Glazing l Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 43.20/-49.60 Other: Installation Instructions FL9174 RlI II 0234 319022 PS.odf FL9174 Rl1 II Track Suoolement Chart P10.0df FL9174 Rif II WDlambSuoolementp16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes i..n. A.t flrnriA=K11i1riino nro/nr/nr Ann f1t1.F1sDx?Daram=wGEVX0wtDQuf1... 11 /30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports FL9174 RI AE ASTM A 653.odf oval Pont Dion rl s.odf1`19174 Rii ,^,e F19174 R11 AE El. 09174 r9 Affirmation for FBC 5th 20145.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #023S 16' Max ax height. M ax or81 MIntermediate sect oe Uonheight 21'. Glazing able width. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 RI '1 ^"c 3tor»3 o6_ndf FL9174 Rll It 31Q040 P1 Post.Ddf F19174 R11 II Track Supplement Chart P10.pdf ImpactResistant: Yes Design Pressure: +39.20/-43.70 Other: FL9174 R1 t! "JD]amb5uooleLORI 6 1 VerifiedBy: John E. Scates P.E. FFLORIDA PEE551737 Created byIndependent Third Party: Yes Evaluation Reports RI I ^e weTM A 653 odf FL9174 F' ^174gjI Ac cval Rent oi00 ri s.odf F' 9174 R11 ^ c FI not 74 r9 Affirmation for FPr Sth 20145.pdf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' a x wi top orMntermediate height. Max section height 21". Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 ' 11 02» a18999 PS,Ddf T.a i e., Dnlumpnt [hart P10.pdf FL9174 R • • -• FL9174 R" 11 `:Dta,. nhC nnlpmpntP16 s.odf Impact Resistant: Design Pressure: + 12.40/- 13.80 Other: Doors with glazing shall not be used In the wind-borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Ri 1 A v A 9174 RI AEEval Reot 9100 ri s.odf F' 9174 gii we c1 nut 74 rg Affirmation for FBf th 2014s.pdf Created by Independent Third Party: Yes 9174.8 5120=#023318' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/- 20.70 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLQ174 Ril 11 0233 319000 PS.odf FL9174 R11 11 Track SuoDlement Chart P10.0df F' 9174 R" Il 111DJa^ hGnnlemantPl6 5.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports its A 653.pdfwe cy Door ot_ n_n_ rl s.odf F ^"' FL9174 gil wecLn917e rR Affirmation for FBC 5[h 20145.Ddf Created by Independent Third Party: Yes 9174.9 5120 / 9100 # 0236 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 Rll tl 0236 319024 P6.pdf FL9174 Ril II 319040 Pl Post.pdf 174 ^" 11 T.L G.ennleMPnt r'hart P1O.pdf Impact Resistant: Yes Design Pressure: +30.00/- 33.50 Other: F F' 9174 n. , tt unt ni.G nnlemPntP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 6S3.pdf e e..i oe., t Rtnn r1 e,ndf FL9174 R" F19174 R11. AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 # 0237 IS' Max able in top orMnaxheight. termediate Maxsection height 21'. Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 Rii 11 0237 31902S P6.Ddf FL9174 Rli Il 3L9040 Pi Post.odf RI 1 It Track Supplement Chart PIQAW Impact Resistant: Yes Design Pressure: +39.20/- 43.70 Other: 1719174 F19174 Rii II WD] ambSunplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 65 D& e..al Rent Rtnn rt s.odf FL9174 RII AE FL9174giiwecL nut 74 rR Affirmation_ for FBC Stth 2014s.pdf Created by Independent Third Party: Yes 19174.11 C1/Vl1. Ifl 11 /' 2n/7nl7 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section neignc za-. uiazing 0600 available in top or Intermediate section. Limits of Use Installation Instructions 0600 319026 P4.odf Approved for use in HVHZ: No FL9174 Rll II c.^nlemant Chart P10,odf Approved for use outside HVHZ: Yes FL9174 ^, , „ ,.,,,,a ,ticuooiementPl6 c,ndf Impact Resistant: No Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL9174 RI I AE ASTM A 653.odf AE Eval Reot 9100 rl s.odf replacement door. FL9174 R11 F19174 Ril AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 S120/5 140/6100 l0 9' Max width. 10' Max height. Max section height 24' Glazing available In top or Intermediate section. Limits of Use Installation Instructions 319027 P4.odf Approved for use in HVHZ: No FL9174 Ril Il 0601 9174 Ril II Track Suoolement Chart P10.odfApprovedforuseoutsideHVHZ: Yes R11 II WDJa ^bSuonlementotli e_ndfImpactResistant: Yes Design Pressure: +41.00/-46.30 FL9174 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports A 9174 RI AE ASTM A 6S3.odf Rent 9100 rl s.odfFL9174R11AEval FL9174 Rl' "E FI Q9174 ro Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max Max hIntermeight. Maxsection height 24". Glazing 0602 ableWndtop o0' Limits of Use Installation Instructions PS.ndF Approved for use in HVHZ: No FL9174 0602 319028 Track Suoolement Chart P10.odfApprovedforuseoutsideHVHZ: Yes L2174 Ril II Rli it `"'DJambSupplementP16 s,odf Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports A 6S3.odfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEASTM Eval Reot 9100 ri s.odf replacement door. FL9174 R11 AE FL 9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width.Max eight Max section height 24". Glazing 0603 o0'Intermediate section. ableLimits of Use Installation Instructions 319029 PS.odf Approved for use in HVHZ: No FL9174 R11 It 0603 It Tack Supplement Chart 9174ApprovedforuseoutsideHVHZ: Yes P10. odf F' Rl' Wr) 1a,, bSu oIementP16 s_odf ImpactResistant: No Design Pressure: +23.00/-25.00 FL9174 -^•-•-•••-••- -- ----- Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a Fi 9174 R11 AE ASTM A 6S3.odf Ev; il Rent 9100 rl s.odf replacement door. FL9174 RI FL9174 Ril AE FLO9174 r9 Affirmation for FSC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24' Glazing available in top or Intermediate section. Limits of Use Installation Instructions PS. odf Approved for use in HVHZ: No FL9174 Rll II 0604 319030 Pi Post.odf ApprovedforuseoutsideHVHZ: Yes FL9174 Rl1 II 319040 It Tacit euonipment Chart P1n.odf Impact Resistant: Yes FL9174 Ri-i F19174 1111 II WDJambSuoolemen P16 s.odf DesignPressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf Eval Rept 9100 rl s.odf FL9174RilAEFL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 18' Max d0r ' Max height. Maxsection height 24". Glazing 0605 ableWntop ointermediateLimits of Use Installation Instructions 319031 P4.odf Approved for use inHVHZ: No FL9174 Rif 11 060% Suoolement Chart PI0.odf Approved for use outsideHVHZ: Yes FI 74 RI II Track II WDJambeuoolementP16 s.odf Impact Resistant: No DesignPressure: +15.30/- 17.00 FL9174 R11 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes 1 .1•.- - -.-- f__ f_.. 4.i ... _')me11 /.Minn( Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports 653.odfstructureIsdesignedaspartiallyenclosedordoorIsaA9174RIIAEASTMA n" ee Eyal Rene 9100 rt c,odf replacement door. FL9174 FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 x width8' ax height. Max section height 24' Glazing 0606 a8ai a top orMntermedlate section Limits of Use Installation Instructions 319032 Approved for use in HVH2: No FL9174 Rli 11 0606 t.DdfII319040PlPost.odfApprovedforuseoutsideHVH2: Yes FL9174 R11 R11 If Track Supplement Chart P10.odf Impact Resistant: No FL9174 s.odf Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the FL9174 R11 tI WQ]ambSuoolementP16 Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a Evaluation ReportsR11AEASTM A 653.odfreplacementdoor. F19174 FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 gli we cr net 74 rg Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18# 06 09 noMax width. 8' Max height. Max section height 24' Solid only - lazing available. Limits of Use Installation Instructions n11 1, none 319035 PS,ndf Approved for use in HVH2: No FL9174 319040 P1 Post.DdfApprovedforuseoutsideHVH2: Yes FL9174 Rll II 174 111' *` Track Supplement Chart PIO.odf Impact Resistant: Yes F' 1w1D3arnbSUonlementP16 5,9& Design Pressure: +39.20/-43.70 FL9174 R1' Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf Eval Rent 9100 rl s.odfF19174R11AE F 9174 R1 Affirmation for FBC Sth 2014s.od Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 8x width. 1-91 Max height. Max section height 21". Glazing available heats Limits of Use Installation Instructions 1190 4 P4.odf Approved for use in HVH2: No FL9174 RI 1 II 0608 n r, r.^l, c,nnlernent Chart P_ 10,odf Approved for use outside HVH2: Yes FL9174 s. nd- R" 11 WQJambSunnlementP-l6 f Impact Resistant: No Design Pressure: +18.50/-20.70 F' 9174 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a FL9174 1111 AE ASTM A 653.Pdf R11 AE Eval Rent 9100 ri s.odf replacementdoor. FL9174 FL9174 RiI Ac eL net 7e rg Affirmation_ for FBC Sth 2014s.ad Created by Independent Third Party: Yes 9174. 20 5140/9400/9600 #0607 1' Max vwidth.Max height. Max section height 21". Glazing oal able or de Limits of Use Installation Instructions 11 319013 PS,ndf Approved for use in HVH2: No FL9174 R" 061J7 1. T. Supplement Chart P10.edf I TrackApprovedforuseoutsideHVH2: Yes F' 9174 R11 •-. • • •• F19174 Rll II WD]ambSUnnIPmentP16 s._odf Impact Resistant: No Design Pressure: + 25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a F19174 RI I AE ASTM A 653.Ddf 9100 replacement door. F19174 R11 AE Eval Reot ri s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes halt 5601 Slats one ft_w:dTaflah < ee_ L 3aM Rhone: 850-487.1824 The State of Florida is an ANEeD employer. ^- daht 2007-2011 State M Florida.:: Privacy statement :: Ag=IhflIN Statement :: Under Florida law, email addresses are Public records. If you do not want your e-mail address released In respaVISA to 4 recordreques% d Purswnot m m ele=nic man to this entity. Instead, contact the office by Phone or try traditional mall. If you have any r uesdons, p address Section have one.fTheFlorida em its provideedd ma usd for officiale October 1, l2, licensees communiation w th theIkensOm erHowever email ddresses are rovide thepubliccord if you partment withandoof w If they supply apersonal address, please provide the DePan+hent with anailaddress hick c n be made available to the public To determine If You are a licensee underd 4 , pter Product ApprovalAccepts: MM r. . t 1 -, -- __- r-_ i-- *Ilfl . 11/10/2017 WmmS 1. SHORT GLAZED PANEL OPTION - .090' 19NIMUN SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 CA HORZ ANGLE WITH A MINIMUM OF (6) /Bxf' SCRUMS INSTALLED IN TOP OR INTERMEDIATE SECTION ("IN OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DEIGN 13 CA FLAG ANGLE PRESSURES SHOWN ON 111S DRAWING. CLADNC SHALL HAVE A MAXIMUM HEIGHT OF 13.76' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT 18 CA MIN HORIZ A RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK HDETONFORWIND-BORNE DEBRIS REGIONS. 6/18x1-5//8' 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE LAC SCREWS MIN 3 ASWITHTHISOPTIONCDDE SHOWN) a VINYL OR WOOD DOOR STOP HALED A MAXIMUM 10 CA MIN VERTOF6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK PANELS MINIMUM 7/18' TO MEET NEGATIVE PRESSURES S//B' LA 4. KEY LOCK, SLIDE LOLLS. OR OPERATOR REQUIRED. SCREW AT EACR JAMB BRACKETJAMS T 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION OIEIIJICALLY I/4-20x9/16' TRACK BONDED TO 30 CA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX IPOLYLALONATEOR32GASTEELBACKER. END CAP NUT AT EA JB JAMB TO HAVE A MINIMUM 1.4' DEPTH. BRACKET LOCATION 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR , STRUCTURE AND IN AOOORDANGL WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAVANO. 7. DOOR JAMS TO BE MINIMUM 2x8 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNEC710H 15 CA STIFFENSUPPLEMENTFORATTACHMENTTDSUPPORTINGJAMBBRACKETSSTRUCTURE. SEE SCALE LDULE FOR 8. LOUVER OPTION - .040' MINIMUM LOUVERS IN OUANITY, LOCATION, AND TYPE MMM FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) j8w1' SCREWS INSTALLED IN THE BOTTOM SECTIHkI. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE KEY LOCK OR AIDE L DEBRIS RECKONS LOUVERED SECTION REQUIRES BOTH ENDS (NOT REQUIRED OPERATOR STILE TO BE FACTORY INSTALLED AT THE WITH OPERATOR - SEE M07E CENTERLINE OF THE DOOR. 4). AIDE LOG( SHOWN FOR I CLARITY bME'- (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON D DOORS WITH 07HER SEC710H QUANTITIES AND SEE H07E I ON THIS SHEET FOR GLAZING OPTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR 1ICIiT UNIFORM LOAD EACH JAMB (PLF) WIDTH I6'-0' ALL 207.2 -230.4 14'-0' ALL 181.3 -201.8 IX-O' ALL 155.4 -172.8 10'-0' ALL 129.5 -144.0 SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION CA END CAP f yogi (5) CENTER HINGES PER JOINT REQUIRED ON DOOR W07HS GREATER THAN 12'-0-. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0. JAMB BRACKET SCHEDULE DOOR HEIGHT NO. OF SECTIONS NO OF JAMB gRACKm EACH JAMB) TRACK TYPE IWAIION OF CENTERLI.E OF JAI. BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 2') 7'-0' 4 6 C. JB 13 O , 25-1 2 JB , 34 JB . 45-1 4 C . 83 JB 7'-0' 4 6 FAT JB 10' JB 21-3 4 JB , 29-J 4 JB , 42' 8'-0' 5 B G JB , 13" (CA). 23' JB , 34' JB , 47-1 4' O , 5B' JB , 87' S 8 FAT JB 10' JB 21-3 4 JB , 29-3 4' JB , 48' JB . 57-1 4- (JEI). 86 JB 75-1 CH LIFT PITCH SEE NOTE BELOW MELJB) FOLLOWINC DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 011) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH 70 TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH. AND/OR GREATER THAN B' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED 512E5 SC ayne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 18' TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9' OR Balton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT- 21' CH JDi FAARah DR MODELS 5140/9400/9600 CARROLLTON. TX 75007 A pMSION OF OVERHEAD DOOR COR FL PE 51737 TX PE 34"/F2ZC3 3395 ADDISON DRIVE PROTESSONK EH011FFR'S SELL PROMIxD ONLY FM PENSACOLA FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 KII1FY.1T10N O WDnoAD CONSIRUCDON MIALL 850 474-2890 LOADS FIED NUMBER OF 7NERS AND CENTER S REQUIRED FOR OWER DOOR WIDTHS. 5/10/06 ODIFIED NOTE 6 TO E THAT LOUVERS 6/8/07 MODIFIED JAMB C KET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/03 ADDED TEXAS LICENSE NBER TO TITLE BLOCK. WCED LOUVER NOTE. REASED MAX HEIGHT W-9'. ADDED HIGH I AND ROOF PITCH CK NOTE 4/29/00 UPDATED TITLE BLOCK f 5/4/10 SIZE: A MI 4/6/06 1 MRB SHEET ) OF 2 DRAWING PART NO. REV. 319033 P5 REVISIONS 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL R® 13 CA ADJUSTABLE Fl%IURE ATTACHED 10 WITH THE (B) PRE-PUNCFffD TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACINO UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH ((2) 1 4-140 // CRIMP TE SCREWS SELF DRILLING CPoMP1(TIE SCREWS 1 FOR STANDARD TRACK AND (3) 1/4-14x7/B' SELF DRIL INN o PTIIE SCREWS FOR LOW P' HEADROOM TRACK (2 OF WHICH ARE USED TD ATTACHED THE TOP BRACKET AS SHOWN). LOW H ADROOM TRACK DETAILAF) FTAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE - PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL MR WITH WITH ( 2) 1 4-14x5/B' CWMPiITE SCREWS Vi C HOLE IN AIDE TO ENSURE THECWC)UPWApo NiUa1D AnACISTHRU END USE PROPERALIGNMENT OF ROLLERS ASELF TCPoIPTIITME (2 1 4-14x7/8' E3ICEPTIOtt U-BAR PLACED OVER TOP 15 CA HINGE ATTACHED RIB ON THE BOTTOM SECTION SHALL ONLY WITH ( 4) 1/4-14x5/8' WITH (4)E • BE ATTACHED THOU END CAP AT EACH SCREWS ( 2 OF END WITH (1) 1/4-14x7/8' SELF DRILLING WHICH ARE FACTORY TO ON E SCREW ME ATTACHED) BOTTOM FLANGE OFCMMpnTE U-BAR E TO E REQUIRED ENDSOFTHECESINnSTTALLOSCREWSAT2' NYLON STORMCARD U-BARS, ALL U-BARS SHALL BE ROLLER WITH P1STµLILD ON SECTIONS PRIOR TO 4- 1/Y STEM INSTALLING ROLLER SJOES AND TOP DETAIL8FIXTUREONTHEU-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL RIB AND A77ACH WITH ( 0) 1/4-20AS/B' WITH ((2)) 1/4-2Ox5//88 WRU CRIMPTITESCREWS (2 OF WHICH ARE FACTORY CWMPTITE SCREWS PRE - PUNCHED HOLES AT ATTACHED. 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE 70P LEAF. AND 1 OF OF U-BAR AND BOTTOM WHICH IS FlETD INSTALLED HINGE LEAF AND 1 114RU THRU PRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH . o C£ U-BAR OVER INTEGRAL PoB WITH 3) 1/4-14x5/B' NOTC7R DOWN TO CLEAR BOTTOM ENDCAP TITESCREWSBRACKETANDATTACHTHRUAT EACH END WITH (1) 1/4-140/8' SELF DRILLINGCRPTITE SCREW AS SHO* AND USE E7) 1/4-14x7/B' SELF DRILLING CRINP71 SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY D HINGE LOCATION. USE (1) 1/4-20x5/8' DETAILCOMPTITESCREWATALLOTHERPRE - PUNCHED HOLE LOCATIONS JOIN L SCATES PE 3121 FNROAlE DR. CARROJ. TON. T% 751100 FL PE mm Tx PE wo6/2203 EMLY FOR RFY'A710N OF WIAILOAD CONSO7XNCROON OETAIIS Wagne® paltonDINSION OF OVERHEAD DOOR 0 3395 ADDISON DRIVE PFNSACDLA FLORIDA 32514 ARROWER DOOR WIDTHS 5/ 10/06 2 MODNIED NOTE 8 TO TATE THAT LOUVERS E NOT IMPACT ESISTANT. T 6/6/ 07 3 MODIFED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR 5) SECTION DOORS ACK DETAIL SHEET 2. WITH (6T Y. 18 GA. U-BARS T 4/ 17/05 80 K LOCATED OVER 4 ADDEDTEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK. SHOWN iAmGED LOUVER NOTE. NCREASED MAX HEIGHT 4) SECTION DOORS 0 8'-9'. ADDED HIGH FT AND ROOF PITCH WITH (5) 3'. 18 CA. ACK NOTE 80 KSI U-BARSLOCATEDOVER4/29/ 09 INTEGRAL RIBS AS S UPDATED TITLE BLOCK SHOWN —\_ 5/4/101,._AAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED W RU PRE-PUN04ED HOLES WITH (2) 1/4- 144/8' CPoMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-147/8' SELF DRILLING CROMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U-SARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) l/4-14x5 CMMPTIIE SCREWS APPROXIMAtlEELLY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4- 1425/8' CRWPTTiE SCREW AppROXMA7ELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'- O'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF ( 18) SCREWS EACH. FOR DOOR WD11RS LESS THAN OR EQUAL TO 12'-0'. THERE SHALL BE A TOTAL OF (161 SCREWS ATTACHING EACH U-BAR EXCEPT Bi U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. V41H THE EXCEPTION OF THE (81 PRE -PUNCHED HOLES IN THE TOP OF EACH END L SED FOR AND WE ATTACHMENT PREPUNCH. ES THE BOTTOMEACH END D USED FOR THEATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED 07HERVOSE ON THIS SpEOFICATION DRAWING. ALL PRE - PINCHED HOLES IALL TH u-BARS CSCREWS RRMPTIIE BE ATTACHED TO THE DOOR3. 18 CA U-BARS SHALL BE STAMPED '48' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SCALL: N-Lb- "°`• SIGN (Ps 25.90/-2B.80 MA% WIDTH: 16'-0' DATE NAME ST PSF): +38.85/-43.20 MA% HEIGHT: 8'-9' DRAWN 3/8/O6 CART PACT/CYCLIC RATED (YES/NO): ID MA% SECTION HEIGHT: 21- CHECKED ET 2 MRB MODELS 5140/9400/ 9600 SHEET 2 , OF 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0607 319033 PS 14" MAX 1 12" MAX 12" MAX I I 12" \, MAX 12" MAX 12" MAX T--u CLIPS TO BE EITHER RIVETED. BOLTED, OR WELDED. SEE DETAILS THIS PAGE. J" L SCATE4 PE 3121 FNROATE DR. CARRO.00"0D7 . Tx 75 FL PE 31737 Tx PE 383"/2203 PROFESSIONAL Of ME" SEAL PRONGED ONLY FOR VERiI W. R WW0.0AD C0FRSMC.. DETAILS. PLATE LOCATION HEDULE CLIP DETAIL LIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE - Ell 13 GA MIN CONTINUOUS WALL ANGLE Sei'j 1 /4"- 20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TRACK R lM. sLnr.=m 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP 2 \` SEE SCHEDULE e 0 1 (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 46.0 PSF —52.0 PSF ANGLE 12 F00T 1TED 8/11/03 IPATED FORMAT. EASED ALLOWABLE MURES TO 00/-52.00 PSF FOR DOOR WIDTHS. WCED 'TEXAS WALL LE' TD 'CONTINUOUS ANGLE'. ADDED STRATE MOUNTING 111- CHANGED TO J HD ANCHORS 8024 WITH OVERLAY TRACK CUP EDULE. 8/21/07 UPDATED MODELS IED IN CHARTS. HATED SPLICE @ CUP EDULES. 9/08/D7 UPDATE MOUNTING AIL DRAWINGS. r 10/OS/07 UPDATED CHARTS TO IINATE THE USE OF e8 CUP (REPLACED H /9 ACROSS THE 1 04/11/08 EXPANDED 1-1/2- TO 8' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/00 UPDATED TITLE CK 6/2/10 Wade 091ton DRAWN CHECKED DATE 8/21/07 8/21/07 NAME GRT MRB 3395 ADDISON DRIVE P 1SACO.850L)j1474o989032514 SHEET 1 OF 2 DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART 2 3/4" t1" EDGE DIST i/16" x 1-5/8" AG SCREW OR QUIVALENT INTO MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX 1 8 2-21 1/8 V 2-24 AIN 2 x 6 N0.2 TRACK CLIP- PF (G=0.42) OR - -.- - - - 3ETTER AT EACH 1 /4-20x9/16" TOLE OR -PAIR OF TRACK BOLT AND TOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CONCRETE MOUNTING DETAIL AW L SCATES. PE 3121 FMROATE CO. CARRQITON. TX 7SOD7 IL PE 31737 TX PE 30JOS/F2203 MtOrESSMAL FORVERFCAMNNOFW,DLOADINNODICSCONSt UC0" DETAILS. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AD SPLICE PLATE SC ED L MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 7, 9, 9, 9. 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11. 11, 11 18 10' - O" 7, 9, 9, 9, 9. 11, 11, 11, 13 18 11 ' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11. 11, 11. 13. 13. 13 20 13' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14' - 0" 7, 9, 9, 9, 9 , 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP LICLPLATE # 7'-0" 5, 6, 6, 7, 7. 9 12 8'-0" 5, 6. 6. 7. 7. 9. 9 12 9'-0" 5, 6, 6. 7. 7, 9. 9, 9 14 10'-0" 1 5, 6. 6. 7, 7. 9, 9. 9, 11 14 11'-0" 1 5, 6. 6, 7, 7, 9, 9, 9, 11, 11 16 12'- 0" 5, 6. 6, 7, 7, 9, 9. 9, 11, 11, 11 16 13' - 0" 5, 6. 6, 7, 7, 9, 9. 9, 11, 11, 11, 13 18 14'-0" 5. 6, 6, 7, 7. 9, 9, 9. 11. 11. 11. 13. 13 18 MODELS 6100 8300 8700-(1-3/8"TO 1-5/8" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-O" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4. 4, 4, 5. 6, 6, 7. 7, 9 10 12--0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13' - 0" 4, 4, 4, 4, 5. 6, 6. 7, 7. 9. 9. 9 12 14' - 0" 4, 4, 4. 4. 5. 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLAT # 7'-0" 4, 4, 4, 4, 4. 4 6 8'-O" 4, 4, 4. 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4. 4 6 1Wagne® 091ton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART Pam' ( 850) A4740989032514 TEXAS 12 FOOT IPDATED FORMAT. EASED ALLOWABLE SORES TO 00/-52.00 PSF FOR DOOR WIDTHS. NGED 'TEXAS WALL LE* TO 'CONTINUOUS ANGLE'. ADDED STRATE MOUNTING UL CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. ED MODELS 9800 9024 WITH OVERLAY TRACK CUP EDULE. 8/21/07 UPDATED MODELS ED IN CHARTS, IATM SPLICE h CUP IEDULES. 9/05/07 10/05/07 UPDATED CHARTS TO IINATE THE USE OF B CUP (REPLACED 9 ACROSS THE 04/11/09 XPANDED 1-1/2' TO B' DOOR THICKNESS 1T UP TO 14' HIGH. 12/11/De ADDED MODEL 9700. 1TED TITLE BLOCK e/2/10 DA SHEET 2 OF 2 DRAWING PART N0. I REV. 307494 P10 wagneno Balton A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN PPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB NOTE3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 t0 8 580 t2 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 1 9 7 6 800 9 7 6 se No.0737 ; is 1k STATE OF l4-1 i °• ••.!io_a+QP' `er . Ss ONA; o'\\` III11 1. BASED ON 5116" DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS•AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD a 30psf DOOR WIDTH -16ft LOAD PER JAMB - 30psf x 1611/2 - 2401b/ft 4. CHART IS BASED ON 6'.6- MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1 AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a XFNeiN No.51737 • STATE OF • Qf Q i .c ••!ftOR%QP• k*0 ONA; 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2- INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fV2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.0220 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/Fr)"' 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 P4 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 0''%c NaF%. 4p i No. 51737 O STATE OF 'w 70 ii O.r •.,PL OR%4P '' & N . as rrrii 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3'. 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB L NOTE' 2500 PSI CONCRETE"oTE' 4000 PSI CONCRETE"OTE 1 2000 PSI GROUT FILLED CMU"" z 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A Soo 16 17 N/A Xc No. 51737 SrATEOF i VI z p•• wZ* i °'•.!oa oP . IIII 1. BASED ON 3/810 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 23/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2. BASED ON 3/8Y3 SIMPSON TITEN HD SCREW ANCHOR WITH A 1.3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4', A MINIMUM EDGE DISTANCE OF 4% AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH a 16h LOAD PER JAMB v 30psf x 1611/2 - 2401b/ft 5. CHART IS BASED ON 6'-6- MINIMUM AND 24%0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01 -06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision Pt6 FL PE S1737 TX PE 56308/F2203 SCHEDULE5 3/8"0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB L NOTE4 2500 PSI CONCRETE"OTF' 4000 PSI CONCRETENf' 2000 PSI GROUT FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 1g 19 8 760 18 18 8 780 18 18 8 800 17 17 8 WII I III/ i/ No. 51737 O STATE OF i 0•` •••!LOR QP III 1 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH a 16ft LOAD PER JAMB - 30psf x 16fl/2 - 240lb/ t 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, RE Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 wa ton 339S ADDISON OfW4 PO4SNOOIA. FWWA 32514 M) 47 -9890 Digitally signed by John E Scates, P.E Date: 201 SA220 09-5853 -06100' A2Y CnnrArm.aawt4axw e.r'mA1t1A n f2m1 n R a2n n K 3ue4/r» 9• 9' iDDD9 warA J L (2) 3/9. 91PSOM URN NO 93" AMO1011 WID1 A 1 1 4' WAVn AMD A wiffi Y Dam V 2-3/4• AND A YWD9D1 Oct 06rAM0E 0 2-3/4'. y om WACAIT 07 2093 m YDLDILN 2r 93 R A LOLX m,D9:a1 PNE 9RAO0:T 4' 4) 31W SOP571 and ND sQCM AM010N UIN A 1-1/4• WASIM AYD A 10101W O WWW a" DT 2-3/4• AWD A Y909N Ma @TANOE Dr V. DveLI UD1L YAIOIAIY 0E9O1 LOAD wAarn of 24ao is GIAOc ADOI tootNfCICf q 3/9' 01A ue CG[ R1 4' Db WASi9 POIE19A71O1 0 WM IWE YAW 91P'PORT MOAN11. OE73L3 WAOm 0r 2470 L9i F ORAWWO PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 WavW ton 3395 A00150M ORW PO4SACCLA, ftOMA 32514 aW) 474-9890 Olt LOAD OF THE SIINCNIS.. 061aL 2 3/4' OF SAWO UNC 91101CIIIIE SMALL era. G't 71R 901E Id OMEsm1fT Or M[ PIOOR390NK OP IEDOIID NI iNE 9IIIIICNIIE LE THE 501E RL39a l11' LY 1ML AL OF THE SOWisl11ESTA11O11lE .. , 1 4. a SHEA W Man eAa u1oMa r23 {IWDARGL 1WTEM 9' 9En1EFN UM9 s Lu 9aE M MiM 1-9/]Y OIafD M LVlIE11 A 99AOCT LMAI M 9M 4 1 { FOR EACH LY9 LOU710M L/11a ZRA/CMt LW9 41AOQT 8111/I 111Aot Bl117 — T 1/{-00 MOI 11'iAot 9o`T At0) t/4-001EX CC 1/2/ 711AIX TRAaf omFcr uses LIOLWT a DffAL D .. PER FAffIEMER STA- E OF N V41F ;& ION1 Dlghally signed by John E Smtes. RE Date: 2015.0220 0959:26 -061W A L CAIRL R aL FADA.a m 2 Fi =L a mn w K am a R aAa4mm JAMB CONNECTION SUPPLEMENT MG PART NO. REV. 324620 P16 Florida Building Code Online Page 1 of 1 71 Businesst Professional. Regulation carAND Er a¢Dut-mrttI Daraomisor ',c0wmelDar Ronda ra yl as Product Approval USER: Public UserdX' Produet AOoroval Menu > Product or An011otlon Search > Application Ust Search Criteria Code Version 2014 FL# 14039 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure ALL Other ALL Search Results - APPlications F UN Manufacturer Validated By a u FL14039-R2 Revision Ply Gem Windows National Accreditation & Management Institute Approved • Category: Windows 804) 684-5124 History Subcategory: Single Hung w —.ra.n n„ Me on[ and/or the Commission If necessary. Approved by OBPR. Approvals try DBPR shall be retie• fsntact Us :: 2601 Blair Stone Road TallahassM FL 32399 ohnre. osn-07-1824 The State Of Florida is an AA/EEO employer. Copyright"2007-2013 State of FlOAda.:: -Pr!vacv Statement :: A9MS Ib11Ry Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelearonkmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. `Pursuant toSection155.275(1), Florida Statutes, eRemve October 1, 2012, Ikensees licensed under Chapter 41SS, F.S. must provide the Departrnent with an emall address Iftheyhaveone. The ema0s provided may be used for official communlatlon with the licensee. however email addresses are public record. If you do not wish co supply a personal address, please provide the Department with an made email addressdes which P can b: available to the public• To determine If you are a licensee under Chapter Product Approval Accepts: Credit Card Safe i -i /,)a /,)nl7 Florida Building Code Online Page 1 of 2 ut aers Horne : tm In : user Registration I Hot Topic I submit surcharge I stats & Facts i Publications i FBC start I eCrs Site Map i Unks I search FbWa Y e; Product Approval uueeyy I G USER: Pubilt User i=I . . Produ'r Aoorovat Menu > Product or Aoollntlon SeanYt > Application Uit > Application OlWII FL14039-R2 ate Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harrls@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwlndows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/22/2015 Date Validated 04/22/2015 Date Pending FBC Approval Date Approved 04/25/2015 Date Revised 10/12/2017 rtnin.. ten..}/' 4 4 /7o /7/117 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 `' CAC N1010366 01-P2 onr C CAA NIO-R2.odfApprovedforuseoutsideHVHZ: Yes FL14039 R2 NI010366.03-113.odfImpactResistant: No FL14039 R2 C CAC NI010366-R2.odfDesignPressure: N/A FL14039 R2 C CAC R2 C CAC NI010367 02-R1 odfOther: See Installation detall for sizes and ratings. FL14039 FL14039 R2 C CAC NI010367.03-111.0df Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions PGW029 SS.odfFL14039_ R2 II FI 14039 R2 It PGWO30 AT.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.odf Created by Independent Third Party: Yes fladt Nes Contact Us :: 2601 Blair Stone goad. Tallahassee Ft. 32399 nti^^• 850-487-1824 The State of Florida Is an AA/EEO employer. C^nyAoht 2007.2013 grab or Florida.:: Privacy St2tement :: Accessibility Statement :: Refund et_aternent Under Florida law, ernall addresses are public records. If you do not want your e-mall address released In response to a Public-femrds request. do not sendelectronicmalltothisentity. Instead, contact the office by Phone or by traditional mail. If you have any Questions, Please contact 650.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Oepartrnent with an email address Iftheyhaveone. The emalls provided may be used for OffltlaI communlation with the licensee. However emaa addresses are public record. If you do not wish to supply a Personal address, please provide the Ue:Vnertt wltir ante ll4address ova onease e dickieavailabletoth! public. To determine H you ant a licensee under pter Product Approval Accepts: OMOOR Credit Card Safe 4...._.._. r I.._._.. . mr%r% Ail :aerw%naramewr,"y lwtnnt(;... 11/29/2017 er rL-0orZ INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT . CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. RANGE INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETVMASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 1 S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 010 S T G ER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENTINTO METAL FRAME SUBSTRATE. S. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE 11) RD A P G EWS PER LOCATION OF SUFFICENTLENGTHTO AOHIEVE 3 THAEAQS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE OCCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. A INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLIDWING PROPERTIES: CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE H. TYPE 1(OR GREATER). C. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE - HUNG (NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE ( FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/ CSA 1D1/IS.2/M40-0S 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO KU PROTECTTHISPRODUCTINAREASREQUIRINPARESSTANCE6. WINDOW FRAME MATERIAL ALUMINUM 6063.73 7. GLASS MEETS THE REQUIREMENTS OF ASTM E13W GLASS CHARTS, SEE SHEET S FOR GLAZING DETAILS. R DESIGNA77ONS X'AND'O'STANDFOR 7HEFOLLOWING: X. OPERABLEPANEL 0: FM PANEL TABLE OF CONTENTS SHEET RMWON SHEET DESi'IUMON 1 I A 6E4ERAL 6 INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL 6 HOR)ZONTAL SECTIONS S 4812F VERTICAL 6 HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATING WIDTH IHEIGHT4712FL48' 83.93" 50 -70 NOT RATED 4712FL S3" 72" 50/-60 NOT RATED 4712F S3" 72" 50 -60 NOT RATED 4712E 48" 83.93" SO / -60 I NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812E 48" 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015. 04.1010:48:44 -04'00' Pay GEMI WINDOWS 431N. NAM ST. FO RODI 679. ROOK AIMa. VA 2415I FIR 540- 4644346 FIO 5I0464N83 m tt 11 ei R ZG oN bm m amLU amF p p C W m WGauaV I lwl' ITT o Ns C3 Wo z1N mZ J W r 933i 2 NZ p v DW6 #: PGW029 SHEET: 1 OF 5 UNIT MAX WIDTH 53.00' D1.0 MAX WIDTH 49.44' B F F 3 4 D 3 .0. UNIT MAX HEIGHT n.0(r 6.x. L j A E 3 4 SASH MAX WIDTH 5f.25' ELEVATION D.L.O. MAX HEIGHT 33.25' SASH MAX HEIGHT SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT D.L.O MAX WIDTH 44.31• D 5V UNIT MAX HEIGHT 96.00• SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX WIDTH 4&00' S B F 3 4 0. SASH MAX _4WIDTH46.25' ELEVATION DlO.MAX HEI6HT 45.56' SASH MAX r HEIGHT T- 35.88• EDGE HEAD SILL JAMB O.L. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE DISTANCE O.C. DISTANCE O.L. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16' ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE I 1 STEEL STUD 3 THREADS N/A 20 20 4 oR PLy GEMWINDOWS 433 M MAIN ST, YO BOX W. ROCKY MOIMT. VA 24151 11t 540-I844340 M 5401.84-" Z 00 H p W w CY c Ny...* PRL n u1. I m H 1"7 J H imp= y c W6 #: P&W029 HEET: 2 OF 5 1/4' MAX 3/16* ITW TAPCON SHIM SPACE INSTALLATION 3 THREADS M114. ANCHOR ENGAGEMENT PLY.QEM WINDOWS CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN 2 1/2' MIN. INTERIOR 433MOAINST F010XII,". EDGE DISTANCE #10 5ELF-TAPPING SCREW k MOLffr, VA 24151 CONCRETE/ MASONRY A IX INSTALLATION ANCHOR WOOD DUCK BY OTHERS "t 540-42"146 M 546-424-"U IX WOOD DUCK w BY OTHERS METAL STUD FRAMING—\ SEE GLAZING 11/4* M33,L BY OTHERS DETAIL I EXTERIOR FINISH EMBEDMENT BY OTHERS v' SHEATHING BY OTHERS N g- EXTERIOR in 0 01/4* ujMAX. 15PERIMETERCASHIMSPACEO. A. L, , BY0114EPSWINDOW EXTERIOR FINISH 0 LU 4s,* dxHE16HT BY OTHERS O.A. SEE GLAZING — PERIMETER CAULK WINDOW EXTERIOR DETAILI INTERIOR BY OTHERS WIDTH VERTICAL SECTION rD--\ HORIZONTAL SECTION B JAMHEAD- IX WOOD/CONCRETE/MASONRY3-STEELSTUD FRAME 4 4712 FLANGE 712 FLANGE In 11/ 4' MIN. EMBEDMENT SHIM SPAMAX CE CONCRETE/ MASONRY BY OTHERS z CAULK BETWEEN CONCRETE/ MASONRY & IX EXTERIOR INTERIOR WOOD BUCK BY OTHERS uj INTERIOR 0. IX WOOD RUCK SEE GLAZING BY OTHERS DETAIL 3/ 16* ITW TAPCON CH INSTALLATION ANCHORO.A. o WINDOW STRUCTURAL GRADE 2 1/2* MITI.HE16HT 1/ 4' MAX SILICONE BY OTHERS SHIM SPACE EDGE DISTANCE LL: EXTERIOR FINISH ( J) By OTHERS ix WOOD BUCK LAZING BY OTHERS• SEE GDETATLI EXTERIOR FINISH BY OTHERS CAULK BETWEEN EXTERIOR PERIMETER CAULK co V) m1Z uj CONCRETE/ MASONRY & IX O.A. BY OTHERS < ci E z WOOD BUCK BY OTHERS WINDOW CONCRETE/ MASONRY BY OTHERS WIDTH OW& #: VERTICAL SECTION HORIZONTAL SECTION PGW029 JAMB - 1X WOOD/CONCRETE/MASONRY SILL - IXWOOD/CONCRETE/MASONRY 4712 FLANGE 4712 FLANGE SHEET' 3 OF 5 1/4• MAX 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT B SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS METAL STUD FRAMING I ''' • 1: 1 - s BY OTHERS B SELF -TAPPING SCREW PERIMETER CAULK 1i INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS O.A. ( 1 1/4• MAX WINDOW SHIM SPACE 3 THREADS MIN. 1 HEIGHT ENGAGEMENT I SEE 6LAZIN6- 10" SHEATHING ...... DETAIL EXTERIOR INTERIOR . BY OTHERS EXTERIOR FINISH :::::::': BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION G HORIZONTAL SECTION 4 HEAD -IX WOOD/CONCRETE/MASONRY 4 IAMB - STEEL STUD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR O.A. WINDOW HEIGHT 1 INTERIOR 1/4' MAX SHIM SPACE PERIMETER CAULK 1 BY OTHERS EXTERIOR FINISH : p BY OTHERS - SHEATHING BY OTHERS 3 THREADS MIN. ENGAGEMENT VERTICAL SECTION 4 SIC.- PRECAST CONCRETE 4712 FIN METAL STUD FRAMING BY OTHERS B SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR VERTICAL SECTION 4 MEETING RAIL PLy GEMWINDOWS 03 M AMDA ST. 00 BOX ON AORY #ALWr, VA 24151 fM 30444348 M 540-184-64,03 INTERIOR otl TTZ#.• i SEE GLAZING xa w q1 N s m Aft DETAIL] P W cc0 N a kb m Z c v J W o rL R i Ip-•5' COW O WEXTERIOR C a mU) Z O 2 wLu INTERIOR pFIOF. m h m Z J H mJuli == u2 c u W6 # PGW029 HEET. ^ . OF - 5 1/4• MAX SHIM SPACE 3THREADS MIN. "A PLy GEM SHEATHING ENGAGEMENT #8 SELF-TAPPD46 SCREW WINDOWS BY OTHERS INSTALLATION ANCHOR 4» K MAD' ST. IO BODE $30. B SELF -TAPPING SCREW RaccY i LW.VAt4M EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR - BY OTHERS .r BY OTHERS INTERIOR na 5464"u F* 54o w4m METALSTUDFRAMINGPERIMETER CAULK ti BY OTHERS BY OTHERS SEE SLA23M c 8 3 THREADS MIN. / 1 DETAIL 1 a c I ENGAGEMENT p e O. A. WINDOW SHIM SPACE SHEATHING-Q O tD m < HEIGHT / BY OTHERS < m a m SEE SLA2I146J 3/ 4' O.A. INSULATED GLASS DETAIL 1 I I .. ::::::::::. •:.• W 7FiTF$iicc Q x EXTERIOR N w cc m c 's INTERIOR EXTERIORFINISH J 6 CJ t EXTERIOR DOW 1199 BY OTHERS SILICONE O. A. PERIMETER CAULK WINDOW BY OTHERS WIDTH io VERTICAL SECTION L HORIZONTAL SECTION HEAD - 1X WOOD/ CONCRETE/MASONRY / JAMB - STEEL STUD FRAME m 5 4812 FIN \ 4812 FIN 1/ 4' MAX Z 1/2• M16LA55 \ _ SHIM SPACEBITE O SEE GLAZ46 H p DETAIL I H GLAZING DETAIL 1 "'''`"'`" # 85ELF-TAPPING SCREW > 1 INSTALLATION ANCHOR W W 1 EXTERIOR ' INTERIOR l[ o O.A. NOTE. METAL STUD FRAMING WINDOW 1/4• MAX. GLAS5 THICKNESS AND TYPE //;BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS INTERIOR E THREADS AMZ ENGAGEMENT PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING ::::: SHEATHING B d BY OTHERS _ BY OTHERS BY OTHERS SHEATHING #8 SELF - TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS ENGAGEMENT SEE 6D ZIN6 AIL I PERIMETER CAULK i i jy ixc PaO`%` BY OTHERS c 1 11 .. EXTERIOR O.A. M m WINDOW o m v'i z VERTICAL SECTION WIDTH I HORIZONTAL SECTION DWG#: 5• SILL - PRECAST CONCRETE JAMB-STEELSTUDFRAME PGW029 4812 FIN 48I2 FIN SHEET: 5 OF 5 Z,v r /-z_oa"r_ INSTALLATION NOTES: L ONE III INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 5 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF LW INCH OF THE DEPICTED LOCATION IN THE AN0400 LAYOUT DETAIL ILE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEAT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) BB SWES3GCbECOMMONNAILOR11GAUGEROOFINGNAILOFSUFFICIENT LENGTH TO ACHIEVE 1 JO INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE 11) 010 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I JA INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING, 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF OSS. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA302/15.2/A44045 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESLS2ING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER 00 ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUI19173`10W RESISTANCE WINDOW FRAME MATERIAL ALUMINUM 6063-T3 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAILS. 7. OFSIGNATTONS *PAND'O'STAND FOR THE FOUOWING: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL 6 INSTALLATION NOTES 2 ELEVATIONS A ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS B 4812F VERTICAL HORIZONTAL SECTIONS OVERALL SIZE DP RATING PSF MISSILE IMPACT RATINGWIDTHHEIGHT 48' 83.93"+50 70NOT RATEDK53" 72" SO -60 53' 72' 50 -60 NOTRATED 48' 83.93' 50 -60 NOTRATED 48" 84° SO/•60 NOT RATED 4812E 1 48° 1 96' 1 +30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:47:11-04'00' 01' PLy GEMWINDOWS 433 N &A IN ST-FO HOX Slf. 00CLY MOUNT, VA 24151 Fit 340-4"346 F1C'NWNML7 minn aNc U) qQ2 v SF m GG n 2C)is m< W C 2 ii IU C G Ci < dQR g W Oi Ns it DWC' 41 P& W030 SHEET: 1 of 5 UNIT MAX WIDTH 53.00' D.LO MAX. WIDTH 49.44- B F 3 4 D 3 , 0, UNIT MAX HEIGHT 72.00' A E 3 4 SASH MAX WIDTH 51.26' ELEVATION UNIT MAX. WIDTH 48.00' D.LO MAX. WIDTH 44.31' J 5 B F 3 4 D1.0. MAX K- D HEIGHT 5 3 33.25' UNIT MAX. HEIGHT 96.00' SASH MAX HEI6HT 36.31' SEE ANCHOR SEE ANCHOR ri SCHEDULE SCHEDULE SEE ANCHOR SCHEDULE I SEE ANCHOR SCHEDULE ANCHOR LAYOUT 11 D.L.O. MAX HEIGHT 45.I56' J SASH MA; HEIGHT 35.BB' H X. 4 3 4 5 SASH MAX. WIDTH 46.25' ELEVATION INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 10D COMMON OR f1 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 PLy GEMWINDOWS 41S R MAA4 ST-10 bX SSf, ROM MOIMT, VA 24LJ PR 540.4844348 M 540-454-"2 L: F 51114, - mN mZ 0 xx N2ocu W6 #: P&W030 HEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY ,I?,X WOOD DUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS IX WOOD BUCK By OTHERS EXTERIOR FINISH BY OTHERS I STRUCTURALGRAbE O.A. snicowE BY OTHERS WINDOW HEIGHT EXTERIOR I O.A. WINDOW HEIGHT 11/2* AUX 1/4* MAX EMBEDMENT SHIM SPACE CAULK BETWEEN lma p LYINTERIORCONCRETE/ MASONRY & ZX WINDOWS GEM b DUCK BY OTHERS W 3/4' MIN. EDGE DISTANCE CONCRETE/ MASONRY 433 k AAM ST- F0 BOX On. BY OTHERS ROW MOLWT. VA 24133 ZX WOOD BUCK 11/2* MIN BY OTHERS ft $40--4944348 M $40-484460 EMBEDMENT #io woob SCREW INSTALLATION ANCHOR 1/4* MAX 44 SHIM SPACE a ! 3/4'MM IEDGEDISTANCEz 9% 5: u, U, SEE 6LAZIN6 SEE 6LAZIN6 DETArLl ... . EXTERIOR FINISHDETAILINTERIOR EXTERIOR BY OTHERS STRUCTURALGRADE O.A.SILICONE BY OTHERS ta VERTICAL SECTION WINDOW wIbll-I C2)HORIZONTAL SECTION k_3,/ HEAD - 2X WOOD DUCK 3 JAMB - 2X WOOD BUCX z 4712 FLANGE 4712 FLANGE 1/4'MAX z 11/2' Mlhk SHIM SPACE V) EMBEDMENT 2X WOOD DUCK BY OTHERS INTERIOR w SEE 6LAZING EXTERIOR DETAIL] A INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR SEE 6LAZrN6 DETAIL STRUCTURAL 6RAbE SILICONE BY OTHERS t EXTERIOR FINISH BY OTHERS ZX WOOD BUCK BY OTHE CAULK BETWEEN CONCRETE/ MASONRY A 2X WOOD DUCK BY OTHERS CONCRETE/MASONRY MASONRY VERTICAL SECTION BY OTHERS ',. 3 SILL - 2X WOOD BUCK 4712 FLANGE 1/4* MAX 3/4* MIN. SHIM SPACE EDGE DISTANCE SHEATHrNr,- BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. r- WINDOW WIDTH HORIZONTAL SECTION JAMB - 2X WOOD FRAME 4712 FLANGE EXTERIOR Lu Z in Z Z oc j P o bws $t: P&W030 SHEET' 3 OF 5 1/4• MAX. SHIM SPACE CAULK BETWEEN EDGE DISTANCEEDGE CONCRETE/ MASONRY A 2X WOOD BUCK BY OTHERS 1 1/2• M1TI. CONCRETE/ MASONRY BY OTHERS EMBEDMENT Ct;:y: `4.: a 2X WOOD BUCK BY OTHERS INTERIOR 2X WOOD BUCK 10D COMMON NAIL OR 11 B WOOD SCREW BY OTHERS GAUGE ROOFING NAIL INSTALLATION ANCHOR INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS SEE GLAZING PERIMETER CAULK 1/4• MAX DETAIL 1 BY OTHERS SHIM SPACE 1 1/2• MIN. EMBEDMENT SHEATHIN6' 1VA BY OTHERS EXTERIOR O.A. WINDOW HEIGHT SEE GLAZING— EXTERIOR FINISH DETAIL BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS O.A. WINDOW — WIDTH VERTICAL SECTION G HORIZONTAL SECTION HEAD • 2X WOOD BUCK 4 JAMB • 2X WOOD FRAME ' 4712 FIN 4712 FIN SEE GLAZING DETAIL 1 EXTERIOR INTERIOR U.A. WINDOW HEIGHT 1/4• MAX SHIM SPACE PERIMETER CAULK 3/4' MIN. EDGE BY OTHERS i DISTANCE EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS B WOOD SCREW CAULK BETWEEN 1 1/2• MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY A2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS 4 SILL • 2% WOOD BUCK 4712 FIN H VERTICAL SECTION 4 MEETING RAIL PLY GEMWINDOWS 413 N MAW ST.IO SOX $30. II =MOWN, VA 14151 M* 540-464-6146 IX: 54Od64-6661 m M ON Tr p PAN Q`4 N •0 T z owm m cvli c c j o < 6 c V) Z O H o to 0 H i v W W ix c o j •4N 1111` uiL O]0 cc JIVI--14 V, 3_= uZ h DWG #: PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY d 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t 1 O.A. WINDOW HEIGHT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1/4• MAX SHIM SPACE 3/4• MIN. EDGE DISTANCE 11/2' MIN. EMBEDMENT c INTERIORT 2X WOOD BUCK BY OTHERS B WOOD SCREW INSTALLATION ANCHOR IOD COMMON NAIL OR I A. GAUGE ROOFING NAIL INSTALLATION ANCHOR L4• MAX. SEE GI.AZIN6 SHIM SPACE 1 1/2• MIN. 1 DETAIL 1 EMBEDMENT I SHEATHING— BY .•.•.•.•.•..•.... EXTERIOR SEE GLAZING-" 3/4. O.A. INSULATED EXTERIOR FINISH J DETAIL 6U55 BY OTHERS EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 BY OTHERS OA SILICONE WINDOW WIDTH PW ° PLy GEMWINDOWS 43312 AWN ST,TO 30X SST. AD=MOUNT. VA 24W ns 540-4644342 M e40-434•AA33 mnn TT Z i v 0 O c to N d r jm lzb SN o d' n 0 VERTICAL SECTION HORIZONTAL SECTION L Z5HEAD - 2X WOOD BUCK 4812 FIN 4 5 IAMB - 2X WOOD FRAME 4812 FIN O 1/2' IR SS 33/4' MIN. H OBITE EDGE DISTANCE CAULK BETWEEN Vi P GLAZING DETAIL 1 FNTERIoR 1/4' MAX. CONCRETE/ MASONRY 8 2X H SEE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 GLASS CHART SHIM SPACE 4' :' f WOOD BUCK BY OTHERS COOTHERS MASONRY o EXTERIOR REQUIREMENTS 2X WOOD BUCK i• BY OTHERS 1 # 8 WOOD SCREW INTERIOR INSTALLATION ANCHOR Ci Z 1/ 4• MAX 1 1/2' MIN. SHIM SPACE EMBEDMENT . SEE SLAZD46 / O DETAILI PERIMETER CAULK 3/4• MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH . • :' . BY OTHERS .. ' . . 2X WOOD BUCK BY OTH CAULK BETWEEN 1 U'2• MM CONCRETE/ MA50NRY 6 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY I VERTICAL SECTION BY OTHERS 5 SILL-2X WOOD BUCK 4812 FIN I EXTERIOREXTERIOR FINISH BY OTHERS WOOD SCREW PERIMETER CAULK O. A. BY OTHERS iTALLATION ANCHOR — WINDOW WIDTH HORIZONTAL SECTION 111 5 IAMB - 2X WOOD BUCK 4812 FIN iC 0c g'•n poo AjmNmZJ V3 4 f S= u2 o n IQ H DWG #: PGW030 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 I ' Professional Regulation - - . - -- DaaRNae cBtnuca oemtolvlaloks' cpxucrbevq db," rd' ti Y,Product Approval t[ytrreCtL In USBRPubpt User t M(K=A Product Aooroval Menu > Product of Aodlotion Search > Application Urt Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL searcn Kesums ELA rrcaawua ZMoe Manufacturer Validated By to FL142S3-R3 Affirmation Ply Gem Windows Category: Windows National Accreditation & Management Institute 804) 684-5124 Approved History Subcategory: Fixed ContactUs :: 2601 Blair Stone Road. Tallahassee FL 32399 Phon : B50-4B7.1B24 The State of Florida Is an ANE£O employer. ConvAoht 2007-2013 State of Florida.:: gtyacv graternCOt :: Amesslbitlty Statement :: Refund statement Under Florida law, small addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 8S0.487.139S. -Pursuant to Section4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 4SS, F.S. must provide the Department with an emall address If theyhaveone. The ernalls provided may be used for official communication with the licensee. However 0"ll addresses are public record. If you do not wish to supply a personal address, please provide the Department with anall add FPS Pich can be made available to the public. To determine If you are a licensee under Chapter Product Approval Accepts: Credit Card Safe 44 11011 i111n4-7 Florida Building Code Online Page 1 of 3 tt - SCIS Home Lop In i User Registration { Hot Topics ! submit Surcharge slats s Faas ! Publications { FSC Staff Sets site Map { Unks { search ; 1e Product Approval s USER: Public Userdbpreb product Aeoroval Menu:. product or Aooll®LMn Search:. Aaolkatlan Lh[ > Appliotlon Detail FL g FL14253-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)S32-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwlndows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard ea AAMA/NWWDA 101/I.S.2-97 1997 Equivalence of Product Standards Certified By 9I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0 Yes 0No ON/A F 14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 https: //www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquD... 11 /29/2017 Florida Building Code Online Page 2 of 3 Date Validated 05/06/2015 Date Pending FBC Approval Date Approved 05/16/2015 Date Revised 10/12/2017 Summary of Products FL # I Model, Number or Name Description 142S3.1 • 4701FL Fixed Window Builder Series 4701FL Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14253 R3 C CAC N1008098-R4 odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL142S3 R3 If PGWOSO-RI SS.odf Verified By: Hennes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.odf Created by Independent Third Party: Yes 142S3.2 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14253 R3 C CAC N1006190-115.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL142S3 R3 11 PGW047-RI SS.odf Verified By: Hennes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL142S3 R3 AE PER2899 SS odf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL142S3 R3 C CAC NI006189-RS.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +4S/-45 Installation Instructions Other: FL14253 R3 II PGW049-RI SS.odf Verified By: Hennes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL142S3 R3 AE PER2900 SS.odf Created by Independent Third Party: Yes 142S3.4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use.in HVH2: No FL142S3 R3 C CAC NI006468-R5.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +40/-40 Installation Instructions Other: FL142S3 R3 II PGW048-RI SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL142S3 R3 AE_PER2901SS.odf Created by Independent Third Party: Yes sat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 12399 Phone: 850-487-1824 The stale of Florida is an AA/ff0 employer. rnovdeht 2007-2013 Stite of Florlda.:: privacy statement :: Aoas51Wflb 5Mtement :: Refund Under FWWa law, email addresses are public records. If you do not wart your e-mail address released In response to a public -records request, do not Send alecomnic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.275(i), Florida Statutes, effective October 1, 2012, Iloensees 0censed under Chapter 455, F.S. must provide the Department with aq email address H they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Depamnem: with an email address which can be made available to the publlt To determine If you are a licensee under Chafer 455, F.S., please dick b=. Product Approval Accepts: httnt:• / /www finririah(lilriina.nra/nr/nr ann dtl.asox?oaram=wGEVXOwtDauD... 11 /29/2017 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDMDU4L OCTALLATJON ANCHORS WRHINA TOLERANCE OF lAn INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL P.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE R10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1 JA INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FOR INSTALLATION THROUGH IX BUCK INTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH JTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/41NCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. 6. FOR INSTALLATION INTO STEEL STUD SUBSTRATE, USE R10 SELF -TAPPING TYPE INSTALLATION ANCHORS TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL STUD. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF OSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 27W PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF 331W. MINIMUM WALL THICKNESS OF 33 MILS. PLY GEM WINDOWS SERIES 4701 FL ALUMINUM FIXED WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/NWWDA IDIA-1.2A7 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY. 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS B. DESIGNATIONS 9P AND'0' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS ' REVISION SHEET DESCRIPTION I A INSTALLATION a GENERAL NOTESESHEET2ELEVATION4IANCHORLAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS A GLAZING DETAILS S COMPONENTS 6 BILL OF MATERIALS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.05.2818:55:06 -04'00' PLY GEMW(NDOIVS 433 H MA1N 6T. PO WX 393. ROCKY #DUNT, VA 24131 PR 140-044ma FX• 340.4Nd443 i 7 v y s I1Zatg11Z Z1 Him Oar` Q z W4K A< O Fes- nzWiD m AM m 0 Q Z V) J4 c d muiGIw•I Ch U1FC p, 1` •a11 Nyt. T ILA 41D m C Foy •21 =N aZou at DWG #: PGW050 SHEET: 1 OF 5 L A HE ELEVATION 3' MAX. FROM CORNER TYP 17• MA: O.C. TV ANCHOR LAYOUT FLANGE o• MAX. ORNER TYP. INSTALLATION ANCHOR 433 K MAD4 3T-P0 WX OH, WRY MOLW. VA 24131 fk OWW W3U M 5404H Ap 3 mLL f u 9t ez0v~i"' 0 a zO m M LL<rr m 1 C CZz ! RWJ < ZCC WLL1 4c dL caWp LUw W adam0 Z Y V Z hDW6 #: P& W050 SHEET: 2 OF 5 2X WOOD FRAME - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN A SHEATHING EXTERIOR FINISH PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 3/4' MIN. EDGE DISTANCE 10 WOOD SCREW INSTALLATION ANCHOR 1 1/2. MIN. 1! I- EMBEDMENT 1/4' MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR g VERTICAL SECTION 3 HEAD -2XWOOD FRAME FLANGE INSTALLATION STEEL STUD - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN 6 SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK By OTHERS O.A. WINDOW HEIGHT EXTERIOR EXTERIOR 3 SEE GLAZING DETAILINTERIOR 2 4 1 1/ 4' MAX. PERIMETER CAULK 6 SHIM SPACE BY OTHERS i' . 1 1/4' MIN. EMBEDMENT s' EXTERIOR FINISH BY OTHERS ` 1X WOOD BUCK 3/ 16' ITW TAPCON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 2 1/2' MIN. EDGE BY OTHERS DISTANCE CAULK BETWEEN q VERTICAL SECTION WOOD UCKBYOTTHERS1X 3 SILL-CONCRETE/MASONRY FLANGE INSTALLATION 10 SELF -TAPPING SCREW INSTALLATION ANCHOR i 3 THREADS OF MIN. 1r ENGAGEMNT I/ V MAX SHIM SPACE SEE GLAZING DETAIL INTERIOR C VERTICAL SECTION 3 HEAD-STEELSTUD FLANGE INSTALLATION ma PLy GEM WIND01Y5411 N A1Ai11 ST.10box 5". ROCKY A10LINT• VA 14131 ft 540 4044348 F%: 545.4944M LL m m oZo Z zN, j a0 v f`Lt Q OwtZi zm< Ow m ZLu wm vo cz< xx LU Cc % "w D day N wF GV) Z O Z V Lu w o DWG #: 3OF5 11/2* MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS- 10 WOOD SCREW INSTALLATION ANCHOR 114' MAX FSHIM SPACE INTERIOR SEE GLAZING r DETAIL 3'4* MIN. EDGE DISTANCEv V MR;= CAULK BETWEEN--?"" 2 3 FIN A SHEATHING EXTERIOR FD415H BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR O.A. WINDOW WIDTH HORIZONTAL SECTION JAMB - 2X WOOD FRAME FLANGE INSTALLATION 11/4' MIN. PLy GEM1/4* MAX E06E DISTANCE 04 WINDOWS SHIM SPACE CONCRETE/MASONRY BY OTHERS . 433 R AtAIN ST, po BOX S.". 2XWOODBUCK BY OTHERS OcKy AWUNT, VA 24151 CAULK BETWEEN ft 949).464.6346 M 540-414-"63 CONCRETE/MASONRY A 2X 3 o AINTERIORWOODBUCKBYOTHERS 4 3/16* ITW TAPCON LL. SEE GLA N INSTALLATION ANCHORZd t D TA r z 2 1/2* MIN. CcEDGEDISTANCEQo ozp m -K ca zc CAUL BETWEEN 5 3 2 1 FIN A 2X WOOD BUCK Lu o c :1 u; A x uj EXTERIOR FINISH w lxeo .0 BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS O. A. WINDOW V) WIDTH z HORIZONTAL SECTION Z 012 4JAMB - IX BUCK/CONCRETE/MASONRY FLANGE INSTALLATION 1 LIJ Lu 93 10 3/ 4' O.A. INSULATED GLASS z ci EXTERIOR 2 5 INTERIOR 3 . 50' GLASS LL: BITE u') NOTE: GLASS THICKNESS AND TYPE . V) 43 , z GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 I i :W u IV) GLASS CHART bW6, #: REQUIREMENTS. P&W050 SHEET' 4 OF 5 BILL OF MATERIALS ITEM NO. DESCRIPTION PART NO. MATERIAL MANUFACTURER 1 FRAME HEAD/SILUJAMB 11080 ALUMINUM 6063-T5 PLY GEM WINDOWS 2 GLAZING BEAD 10601 ALUMINUM 6063-T5 PLY 6EM WINDOWS 3 GLAZING BEAD INSERT V-166 VINYL PLY GEM WINDOWS 4 3/8' X 1/8' FOAM TAPE VINYL 5 3/4. O.A. INSULATED &LASS TEMP. GLASS b 1 SHEAR CLIP 1 11587 JALvmrNVM 6063-T5 I PLY 6EM WINDOWS OEAR CLIP ALUMINUM 6063-T5 92 1.812 [7 OFRAME HEAD/SILL/JAMB ALUMINUM 6063-T5 1.875 0.5 2.437 OGLAZING BEAD ALUMINUM 6063-T5 0.868 0.982 PLy,G 433 N MAIN 5T-FO BOX 539. ROCKY MOIMT. VA 24151 nc 540-494l348 FX 540-464N83 LL m i v it y S Z z m0 oho V1 < m z<m 1O NGW11O[- cWc d m ui Q w da1 TI m V) G k Z 0 DWG #: PGW050 SHEET: 5 OF 5 INSTALLATION NOTES: 1. ONE (J) INSTALLATION ANCHOR lS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF AA/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE /B WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE J J/Y INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FOR INSTALLATION THROUGH 2X BUCK USE Sd ROOFING NAIL OF SUFFICIENT LENGTH TO A041EVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER TO BE AT LEAST 037S'. 6. FOR INSTALLATION THROUGH STEEL STUD USE ITS SELF TAMING SCREW OR EQUIVALENT OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. IO.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF QSS. B. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. PLY GEM WINDOWS BUILDER SERIES 705 ALUMINUM PICTURE WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHL AAMA/NWWDA10AA .2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONRY. 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION B THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WIZEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 THE STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY N07 REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL' ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. S. DESIGNATIONS'X' AND•O'STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FLXED PANEL TABLE OF CONTENTS REVISION SHEET DESCRIPTION " A INSTALLATION 6 GENERAL NOTESR,I. ELEVATION& ANCHOR LAYOUT VERTICAL SECTIONS HORIZONTAL SECTIONS a SLAZD4. DETAIL COMPONENTS & BILL OF MATERIALS DESIGN PRESSURE RATING 6LAZE TYPE DESI6N PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.05.2818:4954 -04'00' Pay Ill N MAD4 ST-ICI 50X 551, AOMY MOUNT, VA 24151 Mt 510-I6-t345 FX 540-4544M 3 d m A T Z•0 vt M n 0viE 1=°z J o3 o„2zoo$<_ W J < 5WG1 Of o. rLU day a f m N Z O ZO LO P H u LU fY G OF y • * Pao 1I 1 yJ 111 LC mZ VI YZ F e 3f x= uZ c u DWS#: P&W047 SHEET: 1 OF 5 PLY GEMWINDOWS 455 N. MAIN ST, PO &OX M, JOCK! MOUNT, VA 241% PIE 540.484-6548 FX 540-04 4W 5 n n T UNIT MAX. O ui2e w WIDTH 71.0w D.LO. MAX c m WIDTH ae 50' c z kbLL<++ m2. 0 j! p pZH g W W i Q < CdmWGBC 3 3 6.00 MAX12' MAX. O.C. TYP O.C. TYP+ toh d o n FT6.00' MAX. FROM r INSTALLATION p CORNER ANCHOR m M6AX D.LO. D MAX' O, E Q. U) ZHEIGHT + 4 HEIGHT 59.00' 56.50' O12' MAX. O.C. TYP O W A t wp 3 ELEVATION ANCHOR LAYOUT z FIN N > lL f. 5I y O m UI m = J p u DW6 tt: PGW047 SHEET: 2 OF 5i PLY GEploWINDOWS 2X WOOD FRAM 1 1/2' MIN. EMBEDMENT BY OTHERS 5d ROOFING NAIL 435 N MAW sr_ PO SOX 559• SHEATHING INSTALLATION ANCHOR Om MOL*T• VA 2411I BY OTHERS 6 PR 540.4"49 FX: 540464.6"5 CAULK BETWEEN I: FIN A SHEATHING 1; d3/4' MIN. EDGE EXTERIOR FINISH i DISTANCE i u # 3ZBYOTHERSZ PERIMETER CAULK 1/4' MAX. 3 THREADS OF MIN. 0 BY OTHERS SHIM SPACE SIEELSTV BY OTHERS ENGAGEMNT 8 SELF TAPPING SCREW1 2 SEE GLAZING DETAIL 1 SHEATHING BY OTHERS INSTALLATION ANCHOR O v rl it m < m a mZ p p r1 HO.A. WINDOW w _3 < 2HEIGHT3CAULKBETWEENwSWc EXTERIOR 5 INTERIOR FIN 8 SHEATHING h of1EXTERIORFINISH BY OTHERS ac PERIMETER CAULK 1/4' MAX mgVERTICALSECTIONBYOTHERSISHIMSPACE 3 HEAD • 2X WOOD FRAME I SEE GLAZING u ) FIN INSTALLATION O.A. WINDOW 2 DETAIL I Z HEIGHT 3 O EXTERIOR 51 INTERIOR Z 1 EXTERIOR 5 INTERIOR w w O.A. WINDOW 3 C VERTICAL SECTION HEIGHT 2 SEE G HEAD •STEELSTUD CAI 3 FIN INSTALLATION 1 MAX Ci J`„ PERIMETER CAULK 4 r SHIMSHIM SPACE Z z BY OTHERS i 1 3/4' MIN T r EDGE DISTANCE EXTERIOR FINISH ' . • 2X WOOD UCK eHi yBYOTHERSBYOTHERS ~ CAULK BETWEEN 1 1/2• CONCRETE/MASONRY FIN 8 2X WOOD DUCK • BY OTHERS 8 WOOD SCREW EMBEDMENT CAULK BETWEEN INSTALLATION ANCHOR CONCRETE/ MASONRY A 2X t L W WOOD BUCK BY OTHERS o Z ^ Y Z < o^ _= uZ A VERTICAL SECTION DWG #: 3 SILL -2XWOOD IONBUCK PGW047 FININSTALLATIONSHEET: 3 OF 5 3G,, ; PLy GE 3/4' EDGE MIN. EDGE DISTANCE WINDOW$ EDGE DISTANCE 1/' MAX. 1/4' MAX. SHIM SPACE SHIM SPACE CONCRETE/ MASONRY BY OTHERS 03 IAADI 3T-rO IOX 33f. COCKY MOLW. VA 14151 t 2X WOOD BUCK i • BY OTHERS RC 54"114lNl FX 3/w644UI 2X WOOD FRAME BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X R 5d ROOFING NAIL WOOD BUCK BY OTHERS INTERIOR INTa T nc i INSTALLATIONANCHORINTERIOR Z iF8WOODSCREW > , 1 8 INSTALLATION ANCHOR H N m ^„ SEE GLAZING SEE GLAZING 1 1/2' MIN. DETAIL 1 DETAIL 1 ^ G EMBEDMENT 1 1/2MIN. Q fJ< m < EMBEDMENT o o p m z c m CAULK BETWEEN \ CAUL BETWEEN ui _ S w c FIN A SHEATHING ca FIN 6 2X WOOD BULK N v a EXTERIOR FINISH 1 2 3 5 5 3 2 1 :•' EXTERIOR FINISH BY OTHERS BY OTHERS u PERIMETER CAULK EXTERIOR EXTERIOR PERIMETER CAULK < BY OTHERS BY OTHERS O.A. O.A. WINDOW WINDOW m WIDTH WIDTH In p HORIZONTAL SECTION E HORIZONTAL SECTION Z IAMB - 2X WOOD FRAME 4 IAMB - 2X WOOD BUCK z FIN INSTALLATION FIN INSTALLATION H Lu Lu 5/B' O.A. INSULATED Z EXTERIOR GLASS `%,,' 3 / INTERIOR ``` O 2 e 50'GLASS Lc :. 1 I BITE 11 A; NOTE: { wi m vi m h Fp ZNYZ _ c GLASS THICKNESSANDTYPE < ^. f = H 2 GLAZING DETAIL1MAYVARYPERASTME1300oREQUIREMENTGLASS DWG #1 HARTS. P V W 047 SHEET: 4 OF 5 PLy GE O FRAME HEAD/SILL/JAMB O GLAZING BEAD WINDOWS 6063-T6 6063-T5 433 k 2AAW Sr- 20 SOX 559. ROM #AXW. VA 2U51 2 nt 5w AN w rx 540A6wu u 0.625 L4 i-T E n tt 2. 333 j zw O r` a z U. m z<m M m W Lu day 0 to Lo Z H o Lu Lu d z o LL r PaoF` o W uZ 3* o DW& #: P& W047 SHEET: 5 OF 5 BILL OF MATERIALS ' ITEM NO. DESCRIPTION MATERIAL MANUFACTURER t FRAME HEAD/SILUJAMB ALUMINUM PLY GEM WINDOWS 2 GLAZING BEAD ALUMINUM PLY GEM WINDOWS 3 GLAZING BEAD INSERT VINYL PLY GEM WINDOWS GLASS SHIM VINYL PLY 6EM WINDOWS 5 5/B' INSULATED GLASS TEMP. GLASS Florida Building Code Online Page 1 of 1 I Professional Regulation' - 1 ''a'W-y` r... n8[A NONE,48ourn8oil 08IREIrl9ld M9'.CDhTAR 08F11, Ron r Product Approval USER: Public Userdbcp' 2 z- I=A.W. product Aooroval Menu > Product of Apollo Search > Application Ust Search Criteria Refine Search Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Kesulu AppilcaLsonz, fii Tyoe Manufacturer Validated By Status FL15264-111 Revision Ply Gem Windows Locke Bowden Approved History Category: Windows 334) 300-1800 Subcategory: Mullions Contact us :: 2nn1 Sialr atone Road Tan,hassee Fl. 22399 Phone: RSO.487-1824 The Slate of Florida Is an AA/EEO employer. Caowloht 2007-2013 ate of Florida.:: privacy Statement :: A•—siblnty SatemeM :: Refund ${atemeOt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to A public -records request. do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conks 850.487.1395. -Pursuant toSection455.275(I), Florida Satuaes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an ema8 address which can be made available to the public. To determine If you am a licensee underChapter455, F.S., please dick h=. Product Approval Accepts: PER ® Credit Card Safe https://www.floridabuitding.org/pr/pr_app_ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ui R60atii. n,' 'i wbo . BCIS Home { Lop In :User Registration I Hot Topia { Submit Surcharge { stets & Facts ; Publications j FBC Stall { flg5 site Map { Unlcs Search ! Florida B a r ProductApproval USER: Public User Product Aooroval Menu > Product or Aoolketlon Search > AoolFutlon List > Application Odell FL # FL15264-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer Ply Gem Windows Address/Phone/Emall 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harrls@plygem.com Authorized Signature Adam Blomberg abommberg @plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden R Validation Checklist - Hardcopy Received Certificate of Independence "'"64 Ri COI COI PLY GEM SS 2015-02-19 odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https: //www.fioridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending F13C Approval Date Approved Date Revised Summary of Products 02/19/2015 02/24/2015 03/01/2015 04/15/201S 10/12/2017 FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes C1 ' S264 R1 If PGW130 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an Impact protective F' ' S264 R1 AE PER3064 SS 201S-01-02.odf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW 130 for design pressure tables, installation details, and anchoring Instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS264 Rl II PGW131 SS 201S-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an Impact protective FI I S264 R1 AE PER3065 SS 201S-01-02.odf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Contact Us :: 7601 Stair Stone Road Tallahassee Fl. 32399 Phone: BSO-487-1824 The State of Florida Is an ANEEO employer. fnovriant 2007-2013 State of Florida.:: Prtvacv Statement :: :: Refund Statement Under Florida taw, &mall addresses are public records. If you do not want your e-mail address released In response to a public -records request. do not send electronic mall to this entity. Instead, contact the offlm by phone or by traditional rtu0. If you have any questions, please contact 650.487.1395. 'Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must pie the Department with an email address Iftheyhaveone. The emalls provided may be used for official communication with the Ikenta. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine If you are a licensee underChapter45S, F.S., please dick hfj . Product Approval Accepts: Credit Card Safe https://www.floridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710S.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 12/2- INTO WOOD FRAMING. (SEE CHARTS A, NOTES ON SHEETS 4 A S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16- ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4, INTO CDNORETE/MASONRY SUBSTRATE. (SEE 04AM & N07ES ON SHEER 4 6 S FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. ZX4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS & NOTES ON SHEETS 4 U S FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VAUD WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLYGEM PRODUCTS. MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL II. MULLION MATERIAL 6063-T6 ALUMINUM. 12. CUP MATERIAL 6063-76 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Ll0 TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE "t HEIGHT FOLLOWING PROPERTIES: D A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. E B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI. 2 1, Z Z C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-91X MULL CLIP W/ Vl GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP Ia Ta\ TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A MULLION ASSEMBLY ELEVATIONS A NOTES 2 MULL VERTICAL 6 HORL SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MU LION DESIGN PRESSURE CHARTS HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM VER MV 5 PLyvof TRANSOM 433 H. AVIN ST_ n100x'5". HEIGHT I ROCKY AWLINT. VA 24151 I WINDOW MULL CLIP W/ WITH ANCHORS, 11/ Fik P WINDOWEIGHT HEIGHT I IHORIZONTALMULLSPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM H%ilin+ Ilk j 114, KCAL DHEIGLION BANMULL CLIP W/ ANCHORS, TYP VERTICAL (TWIN) MULLION FOR SIDE -BY -SIDE WINDOWS nu wo-+Rarlu tic SUFaHNiY2 on 7 n xxnD ytu0 e gSF y m M 4°° n Z N ru W Ic C Z muiG Pd WF- s o0 RiDW I F N00 m Z02l9 m 2 S J FRz V) Digitally signed by Hermes F Norero, PE Reason: I am approving this document Date: 2015.01.0213-.05:38 -05'00' W130 1 OF 5 3MIN % PLy GEM SHEATHINGEDGE DISTANCE WINDOWS INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS TWO ( 2) PER ANCHOR CLIP 433N. Aunt aT-ro wa s3f. SEE NOTES 4 d 5 ON SHEET 1) 1 1/2• MIN. ROW M WT. VA 24151 EXTERIOR FINISH EMBEDMENT BY OTHERS ^° $'° u'rTu u rx '° 4MULLIONFRAME 1 1/2' MIN. Z R 11090 EMBEDMENT Z o k 7 3/4' MIN. uZ, c 15 s MULLIONCLIP MULLION FRAME EDGE DISTANCE Ry Vj m ^ 5 d 11090#11y < lti r` b W MULLION CLIP m < O.A. EI SOW #11087-2 EXTERIOR INTERIOR 09 < c l A VERTICAL SECTION f d as 2 HEAD -2X WOOD/ CONCRETE/MASONRY INSTALLATION ANCHOR 10 MULL ANCHOR CUP TWO ( 2) PER ANCHOR CLIP ULISON FRAME (SEE NOTES 4 6 5 ON SHEET 1) 11090 SHEATHING O.A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH ° D BY OTHERS In g VERTICAL SECTION p HORIZONTAL SECTION p 2 4700 AN MULLION 2 IAMB - 2X WOOD FRAME (" z MULL ANCHOR CUP iN'( 1 wW EXTERIOR INTERIOR O.A. WINDOW HEIGHT 1/4'-20 TEK SCREW 2 EACH SIDE) Z MULLION CLIP MULLION FRAME `" O * a L 11087- 2 11/4• MIN. #11090 DEL ••. EMBEDMENT MULLION : O • M 11090 EXTERIOR INTERIOR I EXTERIOR FINISH - Tip = LL ! BY OTHERS - #11091 i INSTALLATION ANCHOR WINDOW FRAME TWO (2) PER ANCHOR Cl IP 1X WOOD FRAME SEE NOTES 4 d 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/ 2' MIN. N m m Z ." BY OTHERS EDGE DISTANCE G N 3?= v Z C VERTICAL SECTION E VERTICAL SECTION o " 2 SILL -CONCRETE MASONRY Z T-MULLION DWG'#: MULL ANCHOR CUP P& W 13 0 SHEET' 2 OF 5 0.210' DIA. 17/8' L 11,16- r 3/B- ANCHOR CLIP #11087-2 6063-T6 ALUMINUM r2 7/8' 13/16- 15/16- 17/16- 3/B' 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM PLY GEMWINDOWS 433 H MAW ST-ro BOX 53f. ROM MMW. VA 241S1 HORIZONTAL MULLION MO3i0'2 5'wuuu VERTICAL MULLION #11090 m 11090 1/4'-20 TEK SCREW Z j T-CLIP (2 EACH SIDE) 1 Z 11091 f r1 C)= 0.165' DIA. ° < 1 ,..I w J 3/B' 7/16' 8 o m Z< m 7/B' o Z G Z n 1 11/16' + i cc ui G ix 3 1/4 4- Q T-CLIP #11091 z Z 6063-T6 ALUMINUM O USED TO MULL VERTICAL MULLION 0TOHORIZONTALMULLION LU a m y• f N ). m 9z h 10 3 u= "iZ 0 DWG #: PGW130 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited either by mu8lon or anchor screw or anchor c6p capacity. I Intl -AAIA An\ Window Transom 18.0 21.0 24.0 27.0 1 30.0 33.0 38.0 39.0 42.0 1 45.0 48.0 53.0 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 16.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 1&0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 76.0 420 21.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 24.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 64.0 27.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B0.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 74.3 68.0 33.0 76.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 720 36.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (psi) Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited either by mu/6on or anchor screwor anchor dip capacity. I Intl ..ARIA An\ Window Tr"Om 38.0 420 46.0 64.0 60.0 66.0 72.0 78.0 64.0 Sao 1 9&0 108.0 24.0 12.0 75.0 75.0 75.0 75.0 7&0 75.0 750 71.0 61 1 52.7 43.3 32.0 30.0 16.0 75.0 75.0 75.0 75.0 75.0 750 67.3 57.2 49.2 427 35.1 25.9 3&o 1&0 75.0 75.0 75.0 75.0 75.0 67.5 56.5 47.9 41.2 35.8 29.7 21.9 42.0 21.0 75.0 7&0 75.0 73.7 66.6 58.3 48.7 41.4 35.6 309 25.8 19.0 48.0 24.0 75.0 720 65.7 60.9 57.3 51.4 43.0 38.4 31.3 27.2 23.0 16.9 64.0 27.0 70.0 671 56.3 51.9 48.5 45.8 385 376 280 24.3 20.7 15.2 80.0 30.0 61.8 54.6 49.2 45.2 420 39.5 34.9 29.6 25.4 220 18.9 13 9 68.0 33.0 55.3 48.7 438 40.0 31.1 34.7 32.0 27.1 23.2 2Q1 17.4 127 72.0 1 36.0 1 50.0 I 43.9 I 39.4 I 35.9 1 3: 31 0 29.2 25.0 21.4 18 6 16.1 11.6 NOTES L TTK DESIGN PRESSURES IN THIS OHART ARE FOR THE MULLIONS LISTED HEM WHEN USED WITH 111E m DETAILED IN THIS DOCAAENT. L FOR MULL CUPS W WOOD FRAMING INSTALLATION USE TWO 12)EIDWOOD SOEWS AT CAOI ANCHOR GIP. MUST M OF SUFFICIENT LENGTH TO ACME" A I I/r MINIMUM EMBEDMENT INTO FRAMING SEE SHEET 2IN DBMS. J. FOR MULL CAPS IN COMETS/MASONRY INSTALLATION USE TWO (1)VICFTW 1A/'CDN SOLEWS AT LA04 ANCHOR CLIP. MUTT EE OF SUFFICIENT LENGTH 10 ADDEVE A I lie MINIMUM EMBEDMENT DIM FARMING ME AIM I FOR DETAILS, 4. O"n AKlY ONLY TO 4701)FIN MILLION ERIDUDED MULLIONS AS SKOMO HOLE WHIM UMID TO MULL WINDOWS IN AN OnA4JNDEL ORIENTATION WITH A HORIZONTALLY cownmuOIE MULL S. READ WINDOW HOOK AND MULL SPAN IN INCES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE SF. C DESIGN PRE"t VALUES APRTTO MULLION WHERE TWD OR MORE WINDOWS AM LISTED IN A SINGLE OPENING, 2. REFER TO M RON FOR MORE MULLION SKaTSCATIONE MMS L INS DESIGN PRESSURES INTHIS 0" AM FOR THE MULLIONS LISTED HERE WHEN USED WITH nit CUP DETAILED IN THIS DOCUMENT L FOR MULL GIPS IN WOOD FRAMING INSTALLATION USE TWO I2)Rio WOOD SILEWS AT EACH AMICHOR CUP. MUST M OF SUEi10EM LENGTH TO ACHIEVE A I In' MURMURS WREDMENT INTO FMWNf SU EMR I FOR OETAML 3. FOR MULL CPS IN CTMCIrrUMASONRV INSTALLATION UM TWO CE An FILM TOM SOIIWS AT EACH AN04M GP. MUST u OF SUFFICIENT LENGTH TO ACHIEVE A 1 114- MINIMUM EMBEDMENT INTO FRAMING. SEE $ to 2 FOR OFFAFM 4. O"n APPLY ONLY TO47M NN MULLION E1fONDED MLQL06 AS SKOHED HERE WHEN USED TO MULL WINDOWS IN A SIDE-0I.901 ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CDPMK OIb MARL L REM WINDOW HEIGHT AND MOLL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS OMIT ME POSITIVE AND NEGATIVE PSF. L DWOU PRESSURE VALUES AKLYTO MULLION WHERE TWO OR MOM WINDOWS ME FETED W A SINGE OKNING. 7. REFER TO PER MA FOR MORE MILLION SPECIFICATIONS. may` Ilk A° PLy GEMWINDOWS 433 M. MAIN ST. 00 BOX SN, ROCKY MOUNT, VA 241SI Rt 540.484.634A FJC 540.46444M A° PLy GEMWINDOWS 433 M. MAIN ST. 00 BOX SN, ROCKY MOUNT, VA 241SI Rt 540.484.634A FJC 540.46444M m o F" In Ei1iA I Nms W N U0 f uN Zs W r ZtW m N Lu j ZvZcn u; M, r C N ). ? yIZ in L-y TNZOCxS Z 00 USC DWG #: PGW130 SHEET: 4 OF 5 Maximum design pressure capacity chart (psn Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion or anchor screws or anchor clip capacity f*TfT'T:T1 I Wt Width nn% DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION in 18.0 21.0 24.0 27.0 30.0 33.0 30.0 39.0 42.0 45.0 48.0 53.0 24.0 75.0 1 75.0 75.0 75.0 76.0 75.0 76.0 76.0 75.0 75.0 76.0 75.0 30.0 760 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 38.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 42.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 75.0 75.0 75.0 48.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 75.0 75.0 1 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.7 64.9 60.0 75.0 76.0 75.0 75.0 70.0 65.9 62.5 59.9 57.7 56.0 54.7 53.3 82.0 75 0 75.0 75.0 72.2 87.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 60.0 75.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 72.0 75.0 71.6 63.2 56.8 61.7 47.6 44.3 41.5 39.2 37.3 35.7 33.6 64.0 60.6 52.2 46.0 41.2 47.4 34.3 31.8 29.7 27.9 26.4 25.1 23.3 NOTES L THE OESNN PRESSURES II TIRE cup ME FDR TM MULLIONS LISTED IIEIIE WHEW USED WITH THE CUP DETARm IN Tim OMMEM. 1 FOIL MULL CUPS W WOOD FRAMING MA11ATON USE TWO IIIEID WOOD SCREWS AT EMM ANUIOR CUP. MUST K OF SUFFICIENT IDIOM TO ACSOM A I In' MMMUM EMKOMENT INTO FRAMING. $RE SM[T 1 FOR DETAILS. S, FOR MULWE IN COHOIfEE/MASONII7 WSTALUTION USE TWO n1 Mir E1W TA/CON SCREWS AT EACH AMMA CUP. MUST K OF SUFHCIEHF LEU MTO ACIOFVE A I U4' MINIMUM EWEDMEM UFM FAAMWG. ME SMET S FOR DEIAILL 4. CMARTS APPLYONLT TO 470D FW MULUON OOAUDED MUIONS AS SFEONED MILE WMN USED TO MULL SIDE411•SIDE VINDOWS MIDI A VUTICA LT fON11NUDUS MULL S. AM VIMOOWWOTM AND MULL SPAN IRA MOM K9GW PRESSURE VALUES ON TM CIIAK ME POSITIVE AMO NEGATIVE SF. L DESIGN PRESSURE VALUES APPLY TO MULLION WHIRR TWO OR MORE WWOOWS ME UMO W ASWGIEO EWM 7. RUG TD ER up FOR MORE MUWON S/EOPGTIONS. fig A PLy GEMWINDOWS 413M MAIN ST„O ROX SSf. ROCCT MOUNT, VA E4U1 Mt 540-464-046 FX: NO48414/1 m R n v > z RR44 X UT m" Q MyW Psm W Z 4C m w rGG1 GLZj OR N Z o L1J tY W LUd y Plop GN 3cc YS v2 O hGDW6 #: PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN 5 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 271053. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 RANGE ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MU WON. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I I/Y INTO WOOD FRAMING. (SEE CHAM IS NOTES ON SHEETS 4 i S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16- mV TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/4• INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 8 S FOR DESIGN PRESSURE AND ANCHOR NOTES)- 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS a NOTES ON SHEETS 4.5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VAUD WHEN USED IN CON1uNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 20. ALLWINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIAL 6063-T6 ALUMINUM. 12. CUP MATERIAL 6063-76 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS Ll0 tk TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE XL HEIGHT FOLLOWING PROPERTIES: D A WOOD -MINIMUM SPECIFIC GRAVFYY OF OSS. E B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C MASONRY- STRENGTH CONFORMANCETOASTM C-90, MU11. qIP W/ GRADE N, TYPE I (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS REVISION SHEET DESCRIPTION A MULLION ASSEMBLY ELEVATIONS A NOTESri T MULL VERTICAL d HORI. SECTION DETAILS AND ANCHOR" ML U.ION COMPONENT DETAILS HORIZONTAL MULLION DESIGN PRESSURE CHARTS VERTICAL MULLION DESIGN PRESSURE CHARTS IlkIII ` III HEIGHTM TIC©= HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM TRANSOM HEIGHT I WINDOW MULLCLIP W/ WIDTH ANCHORS, t04 TYP MIGHT WINDOW IEI6NTHEIGHT NTAL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM wiciTi 2 R R TICAL L B 2 LION4VIINCIPAN MULL CUP W/ C ANCHORS• • 2 TYP VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.021106:22 -05'00' r- PLy GEM WINDOWS433 H /AAIN ST, PO "M 53f. WW ROL41T. VA 24L31 PH: 5404"4344 M 540 944M3 O m - Z Zynp pp w Z x Vfj`^B dmLL W o 8 x W 3 aV W FS DW 4T = LNy• T-. 1l y'•• * PRE m F# 716W131mLLY LL uuz SHEET: 1 OF 5 BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP - SEE NOTES 4 d 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11084 I MULLION CLIP 11087-2 O.A. WINDOW HEIGHT O.A. WINDOW HEIGHT 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2MIN. r EMBEDMENT EXTERIOR ---- v INTERIOR A VERTICAL SECTION 2 READ -2XWOOD/CONCRETE/MASONRY MULL ANCHOR CUP MULLION FRAME 11084 EXTERIOR INTERIOR g VERTICAL SECTION 2 470D FLANGE MULUON EXTERIOR INTERIOR MULLION CLIP 11087- 2 11/4' MIN. EMBEDMENT MULLION 11084 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 1X WOOD FRAME TWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) SEENOTES485ONSHEET1) CONCRETE/ MASONRY 2-1/2' MIN. BY OTHERS EDGE DISTANCE C VERTICAL SECTION 2 SILL - CONCRETE MASONRY MULL ANCHOR CUP ora PLy GEM WINDOWS433 N MADJ ST..10 ROOF 559. mom A101Mf. VA 24151 PK 5104&44M FX 50 464-UO 11/ 2' MIN. EMBEDMENT Z Cm R Z xx 3/4' MIN. w ay 1.. i o x EDGE DISTANCE MULLION FRAME f 5 i vi L a0 = 11084 Z an pc Lt MULLION CLIP m w 11087- 2 g m Z O~ ZN ecipR Lu r Di d m ui G n INSTALLATION ANCHOR TWO ( 2) PER ANCHOR CLIP SEE NOTES 4 8 5 ON SHEET 1) SHEATHING p m O.A. WINDOW BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS ul HORIZONTAL SECTION O 2 IAMB - 2X WOOD FRAME H Z OMULL ANCHOR CUP Lu Lu 1/ 4'-20 TEK SCREW 2 EACH SIDE) Z MULLION FRAME 11084 EXTERIOR T LLIP INTERIOR LL s in 11091 yam'•, WINDOW FRAME i y * Pa001 we m Z m Z N Z ot Y? U Z E VERTICAL SECTION p " kl— V T•MULUON DW6 #: P& W131 SHEET: 2 OF 5 PLy GEMWINDOWS 433 K MAM ST.10 NX 5". 00MV MMJT. VA 2401 HORIZONTAL MULLION M*5049H213fX:544"AM VERTICAL MULLION #11084 11084 1/4'-20 TEK SCREW Z R T..CLIp (2 EACH SIDE) O Z11091a5 0.210' DIA. 3/8' 0.165' DIA. 3/8' 7/16' 17/B' I 7/8 s m M f° L I 11/16' 1 7/8' 1 11/16' 2 5/B' • w d m ui c it "( Taa 4. J 13 l/4l 15/16' 4' ANCHOR CLIP #11087-2ca 6063-T6 ALUMINUM T-CLIP #11091 N 6063-T6 ALUMINUM OUSEDTOMULLVERTICALMULLIONH z TO HORIZONTAL MULLION tf) w w 1 2 7/8• z 13/16' 15/16• I 17/16' r —T •• je 4700 FLANGE MULLION (#11084) w • - 6063-T6 ALUMINUM y b •. Zm m cU. ZIc Zh N3 y= hZ oL=i0DWG #: PGW131 SHEET: 3 of 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures era limited either by mullion or anchor screw or anchor clip capecRy. ncry... %n' Window Transom 18.0 21.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75075.0 J0.0 16.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 18.0 75.0 75.0 P75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 120 21.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 46.0 24.0 75.0 75.0 75.0750 750 75.0 750 75.0 750 750 75. 064.0 27.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60.0 30.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66.0 3J.0 75.0 75.0 75.0 75.tl 75.0 1 75.0 11 75.0 76.0 1 75.0 1 75.0 75.0 72.5 72.0 36.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 1 75.0 75.0 1 11.0 Maximum design pressure capacity chart (pse Series 4700 Horizontal mullion, twin with transom (11084) Design pressures an Omited either by mullon or anchor screw or anchor cop capacity. Haight On) UrTll Width On) r r T T I .. X-mil YYIrHYOW 24. 0 ulw 120 75.0 75.0 75.0 75.0 75.0 75.0 74.8 83.4 54.5 442 30.3 28.8 30. 0 1&0 75 0 750 750 75.0 75.0 71.7 60.1 51.0 43.9 35.9[24. 9 21. 7 38. 0 18.0 75.0 75.0 75.0 75.0 73.2 80.2 50.4 42.8 36.8 30.4 18.3 4Z O 21.0 75.0 75.0 75.0 73.7 63.3 52.0 43.5 30.9 31.0 28.5 159 48. 0 24.0 75.0 72.0 S.7 00.9 55.B 45.938.4 32.5 28 0 23 5 14.1 W. 0 21.0 70.0 82.1 583 51.9 48 5 41.1 34.4 29.1 25.0 21.2 12.7 60. 0 300 81.8 54.0 49.2 45.2 42.6 37. 3 31.2 20.4 228 19 3 11.0 68. 0 JJ.O b5.3 49.7 43.8 40.0 37.1 34.2 285 24.2 20.7 17.8 10.7 72. 0 38.0 5o 0 43B 39.4 35 B 33.2 31.0 28.4 223 19.1 18.5 9.9 NOTES L THE DESIGN PRESSURES W TM oARI ARE FOR THE MILLIONS LISTED HUIE WHEN USED MYN THE CO DETAILED W THIS DOCUMENT. L FOR MULL CUPS W WOOD TRAMING OWALLATION USE TWO171 610 WOOD SC VV& AT EACH ANCHOR OD. MIST K OF SUFROENT UN STN TO AOOM A 1 Sir MINIMUM UAKDMENT INTO FIIUAWl SEE SHEET I FOR DETAILS. S, FORMULL CUP; W LONGUTUMASONRY INSTALLATION USE TWO III WIr FIW TMmN SCREWS AT EACH ANC HON tur. MUST BE OF SUFROENT UNGTH TO AoDM A 1114• MINIMUM EMBEDMENT INTO FRAMING. SEE $MET 1 FOR DETAILS. OURRA ILf OMf TO4TOOFUNrf HAl1WON OEIINDED MULUM AS SPECIFIED MEIIE VAIEN USED TO MULLwOHOOWS W AN OVM41MDU1 ORIENTATION WITH A HOR60NTALL1 CONTINUOUS MNL S READ w,"OVI HC6MT AND MW SPA" IN OIOIES. DO" PRESSURE VALUES O" lief CHART ARE POSITIVE AND NEGATIVE PSF S DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO ON MORE wHNOOWS ME LISTED W A SIMM O ENIN6. 7. RESER TOPER SOLS FOR MORE MUWDMS ECOrAnW& NOTES L TM OEM" PRESSURES W TNIS OIALT ME FOR TW MULLIONS LISTED HIM WMU1 UHD WITH THE CLIP DETARLD W THIS DOCUMENT. L FOR MUM CUP$ W WOOD FRAMING INSTALLATION USE TWO III110 WOOD SOIEWS AT EACH ANCHOR CLIP. MIST BE OF SUIRONT LLNGTM TO AOOM A 1 Ur MINIMUM EMBEDMENT INTO FRAMING. SEE WIT I FOR DETAILS. S FOR MLAS CUPS IN CON RETUMMSONAT F`WAS1AT10N USE TWO W'Vlr rFW TAFOON SCAM AT EACH ANOIOR CIF MUST 01 OF SUFFICIENT LLRM TO ACIDEVE A 1114- MINIMUM tMKDM[NT WIT) FRAMING. SEE SHEET 1 FOR DETAILS l =" n APPLY ONLY TO 470D FLANGE MILLION O UDE0 MULLIONS AS SPEORED WILE WHEN USED t0 MULL WINDOWS W A SIDF01•S1Dt OM[MATION WITH CONnmXKB TRANSOM AND IWRMONTACT NNRNUOIS MULL S. READ WINDOW HEIGHT AND MULL SPA" W W04ES DO" PRESSURE VALUES ON THa CHART AM POSITIVE AND NEGATIVE PSF. L DESIGN PRESSURE VALUES APPLY TO MUWD"WHIM Two OR MOM "MOWS ME US- IN A SMILE O ENIMIL 7. REFER TO PEA SILLS FOR MORE MULUON SPECIFICATIONS. g R p PLY Gpf 432 N MAW ST.. ro BON I". ROPEY MOUNT. VA E4131 rK 5404Nd$ 48 FX SE0-1NdLBI y r liL M>g Sj cHy, x Ujmm B w 5 Z Ox4' N oii W \IWg T Z<mi: g p oY<i io K mwc w Ho d W F 0V) Z O1- 4 Z V) K 13 wIn ao 1x mZ CO JN C N 3 = H Z 0 ovDWG #: P6W131 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screHe or anchor clip capacity 11.111 WUUA nn1 n) 1&0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48,0 63.0 24.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 75 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 64.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.6 64.5 60.0 75.0 75.0 75.0 74.6 68.3 63.3 59.3 561 53.5 51.4 49.8 47.9 62.0 75.0 75.0 75.0 69.6 63.6 58.9 55.1 52.0 49.5 47.4 45.8 43.9 66.0 75.0 75.0 67.7 60.9 55.6 61.3 47.9 45.1 42.7 40.8 39.3 37.3 68.0 75.0 71.9 63.8 57.2 52.1 48.1 44.8 42.1 39.9 38.1 36.5 34.6 72.0 74.0 63.9 56.5 50.7 46.2 42.5 39.5 37.1 35.0 33.3 31.9 30.0 84.0 52.2 45. 339.7 35.6 1 32.4 29.7 27.6 25.8 24.3 23.1 22.0 20.5 MOM L THE DESIGN PRESSURES W TMS ouRT ARE FOR THE MULUDNS USTED HERE WHEN LISED WITH THE CUP DETAILED IN THIS DOCIWXT. L MII MULL CUPS 0I MOOD FRAMING INSTALLATION USE TWO W 810WOW SCREWS AT LAW ANCHOR CLIP. MUST M OF SUFFNSEW LENGTH TO ACHIEVE A I In' MINIMUM EMBEDMENT INTO FRAMWG. SEE SHEET 2 MR OETADS, S. FOR MULL CUPS W COFNNETEIW"W LT RMAUATTON USE TWO W E(IP ITW EAPEON SCREWS AT EACH ANCHOR CUP. MIST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 VP MINMUM EMBEDMENT INTO FRAMING. SEE SHEET I FOR DETAILL A. CHRM APPLY ONLY TO 47ODF1ANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HEM WNW USED TO MULL SM411 M"VMS WITH AVERTICALLY CONTINUOUS MULL L READ WINDOW WIDTH AND MULL SPAN IN D101M DESIGN RMURE VALUES ON THIS CWVIT AM POSITIVE AND NEGATIVE PST. L DESIGN PRESSURE VALUES APPLY TO MULLION WNW TWO ON MOM WINDOM AM U STED IN A SINGE OPENWG. 7. Ruu TO PER LOSS FOR MORE MULLION SPECIFICATIONS. PLY GEM WINDOWSAli K MAIN SL, PO RON SCR. ROCKY MOUSEY. VA MST PR 540-4644348 FID $40.4144W V) Z 0 LU w N o al Pao``` WW m Z m z J h GN _= UuIZ 0ouDwG 7f: P& W131 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 vt 1-Ttofe0sionaf Regulatioh'. I pflcAH011El.ceouynaca ter>rmvurorn' •cdxtPF.Don b a r PfOGuCt Approval t. R USER: Public User 4fe product Aooroval Menu > Product or Aooliotlan Seam > Application Ust Search Criteria Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL search Resutrs A ucactorts EU Tvoe Manufacturer Validated By Status FL12194-RS Revision Aluminum Coils, Inc. Locke Bowden Approved History Category: Panel Walls 334) 300-1800 Subcategory: Soffits Mpra'au uy uorra. •wvr...o .., ....,.. ........ Contact tls :: 1601 Blair Stone Road. Tadahassee FL 22 Phone: 950.4117-11124 The State of Florlds Is an AA(EEO employer, Q"rtoht 2007-2013 State of Florida.:: privacy Statement :: Acasslblllty Statement :: Refund 5tatement Under Florida taw, emall addresses are public records. If you do not want your ernall address released In response to a public -records request, do not sendelectronicmalltochitentity. Instead, cordeG the office by phone or by traditional (nall. If you have any questions, please contact $50.487. 139S. `Pursuant toSection4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Depa-0. nt with an ema0 address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with aa 115address, which can be made c . available to the public To determine If you are a lloenue under Product Approval Accepts: Credit Card Safe htti)s://www.floridabui(ding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 1 FLEFf7 01MAi niM OF ,, ` •f.:jil Business•&-Professional'ft Iatio..n , De Aeeus,nera pawl nim loes' :eorrUcr oe q I Product Approval V rr USER: PuDOC User Pr°A;. Anoroval Menu > Product or Application Search > Application Ust > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman0aluminumcolislnc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 10 Validation Checklist - Hardcopy Received Certificate of Independence F1 12194 R5 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits - FINALodf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httnc-//www.finritlahijitding.org/Dr/Dr aDD dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Summary of Products FL # j Model, Number or Name Description 12194.1 Alumunum Coils Aluminum soffit Aluminum soffit panels Limits of Use Installation Instructions FL12194 RS •t AL C, eop, 2 Evaluation Report 2014 FBCApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A 04 T4 Soffits - FINAL.Odf Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: see Evaluation Report for limits of use. Evaluation Reports Report FBCFL12194R5EALClSool.2 Evaluation 2014 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes eaa r1Q Contact Us :: mril Blair Stone Road Tallahassee FL 32399 Phone- BSO-4117.1924 The Stale of Florida IS an AA/EEO employer. C oyr,old 2007-2013 State of Florida, :: PAyacy Stltelm. :: AC lMg§UW 5tatement :: RMLnd Statement Under Florida law, small addresses are public records. If you do not want your a -mall address released In response to a public-recordS request. do not Sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, Please contact 850.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emalis provided may be used for ofttdal communication with the Itensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an ePII455, address which plea can be made available to the public. To determine if you area licensee under Cha se Product Approval Accepts: Credit Card Safe httnc• / / www.floridabuildine.ore/Dr/tar app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 SoFF/ r— Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5TH EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5601 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code .Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (rST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (rST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-Inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Pagel of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ri C R E Er' ALUMINUM COILS, INC n Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inchsections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent configuration and 11.1 In2Ain.ft and for the 'center vent configuration. See Appendix D for dimension drawings. a' NLL M 1 RHIER YFN1 td SOIID PYi[3 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 1-1=14 aluminum soffit P,anelsprovided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent configuration and 4.2 inZAin.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State -of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does.not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC RADI rAeurr: STATFWIFNT ALUMINUM COILS, INC soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5v' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PRY . No 74021 O STATE OF '•14/ - FS. 0Rf,OP• SOON AL` CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANES641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any comparry manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product Anncunarcc 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when- the Information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 11 b. 12" T4 Soffit— 4-Inch o.c. Fastener Fastener Fastener Fastener Location 111 Location Location Location c. 16" Q4 Soffit-164nch o.c. Fastener Fastener Location Lo tion 1 ALC15001 FL12194-R3 Page 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK'Technlcal Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 84nch o.c. Fastener Fastener Fastener Lormlion Lotion Locltion ALUMINUM COILS, INC Soffits Approved S tem•Numbers-and Definitions 12F Approved Systems for 12-inch Overhang with F-Channel 12J Approved S tems for 12-Inch Overhang with J-Channel Approved Systems for 16-Inch Overhang with F-Channel Approved Systems for 16-Inch Overhang with J-Channel Approved S tems for 24-inch Overhang with F-Channel Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ps1) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-Inch head dia. nail, One (1)min. 3/8 x 3/8-Inch One (1) min. 1 3/4-inch tong x 0.072-inch dia. x min. 3/16- 12F-1 16-Inch W00d min. 1.25-Inch embedment spaced Wood crown staple spaced 16-Inch Inch head die. trim nali 40.0 24-Inch o.c o.a spaced 36-Inch o.c. Max. Three (3) min. 3/4-Inch x 1/4-Inch One (1) min 3144nch x 1/4-Inch One (1.) min,1 3/4-inch long x0.072-Inch dia, xmin. 1/4-Inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-Inch o.c. and securing each panel lap Inch o.c. One (1) min 3/4-Inch x 1/4-Inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1)14 ga. 5184nch long T nail Wood crown staple spaced 8-inch o.c. 0.072-Inch dia. x min. 1/4-Inch 48 16-Inch spaced 6-Inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically afte§sed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-Inch crown, One (1) min. #8 x 1/24nch One (1) min 3/4-inch x One (1) min. 1 3/4-Inch long x 12J-1 Max Wood staples In diamond long x 3/8-inch head diameter Wood 1/4-Inchcrown staple 0.0724nch dia. x min. 1/4-inch 48 164nch pattern spaced 24 screw spaced 16-Inch o.c. spaced 8-Inch o.c . head dia. trip nail spaced 48- 64.2 Inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 16-Inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-Inch crown x One (1) min. 1.754nch x 16F-1 Max. Masonry One (1)14 ga. 5/8-Inch long T nail Wood 1-Inch leg staples spaced max. 0.072-Inch diameter finishing nail with min. 3/16- 353.3124nchspacedmax8-Inch o.c. 4-Inch o.c. and securing each Inch head spaced panel lap 12-Inch o.c. One (1)18 ga. 1/4-inch crown x One (1) m1n.1.75-Inch x Max Three (3)18 ga.1/4-Inch crown x 1- 1-Inch leg staples spaced max 0.072-Inch diameter 16F-2 12dnch Wood Inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-Inch o.c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072 Inch dia. x min. 16F-3 164nch.Inch Wood 1.25-Inch embedment spaced 24- Wood crown staple spaced 16-inch 3/164nch head dia. trim nail 125.6 o.c. o.c. spaced 364nch o.c. Three (3) min. 3/4-inch x 1/44nch One (1) min. 1 3/4-inch longEMax. Wood crown staples In diamond patternWood One (1) min 3/4-Inch x 1/4-Inch x 0.072-Inch dia. x min. 1/4- 27 164nch spaced 244nch o.c. crown staple spaced 84nch o.c. Inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not spediflcally addressed herein. CREEK TECHNICAL SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width P s Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-Inch x 0.072-Inch diameter 16F-5 Max. 16-Inch Masonry One (1)14 ga. 5/8-Inch long T nail spaced 8-Inch o.c. Wood 14noh leg staples spaced 4- Inch o.c. and securing each finishing nail with min. 3/16- 343.3 panel lap Inch head spaced 164nch o.c. Three (3)18 ga.1/4-Inch crown x 1- One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-6 Max.Wood 16-Inch Inch leg staples in diamond pattern Wood 1-Inch leg staples spaced 4- Inch o.c. and securing each finishing nail with min. 3/16- 343.3 spaced 16-Inch o.c. panel lap Inch head spaced 16-Inch o.c. Approved Systems for 16-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Ps4 Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4-Inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch One (1) min. 1 3/4-Inch long x 0.072-Inch dia. x 23.5 16J-1 16-Inch Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch o.c. min. 1/44nch head dia. trip 31.4 spaced 24-Inch o.c.. nail spaced 48-Inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.764nch x Max. Inch crown x lanch rafter with one each panel lap Inch crown x 1-inch 0.0724nch diameter 24F-1 12-Inch Wood leg staples In min' 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern Inch x 7d ringInOne (1) min. 1.754nch Inch o.c 3/164nch head spaced spaced 16-Inch o.a shank nail x 0.072-Inch diameter 12-Inch o.c. 244nch o.c. finishing nail with min. 3/ 16-Inch head spaced 44nch o.c. One ( 1)18 ga.1/4-inch crown x 1-Inch leg Nominal 1x2 staples spaced Ong ( 1) min. 1.5- No.2 SYP 12-Inch o.c. securing One ga.1/h One ( 1) min. 1.75-Inch x Max. Inch x 11 ga. anchored to each panel lap Inch ccrown x1-Incch crown 0.0724nch diameter 801 24F- 2 124nch Wood smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One (1) min.1.75-Inch Wood leg staples spaced 8- finishing nall with min. 31164nch head spaced 76.6 16-Inch o.c. Inch ring shank x 0.072-Inch diameter Inch o. c. 12-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16- Inch head spaced 44nch o. c. One (1) 18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga.1/4- One (1) min. 1.75-Inch x Max. One ( 1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 801 24F- 3 124nch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8- Inch o.c. 1) 7d x.2.25- One (1) min. 1.764nch Inch o. c. 3/164nch head spaced Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16- Inch head spaced 44nch o. c. ALC15001 FL12194- R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-inch leg Three (3)18 ga.1/4- No.2 SYP anchored to staples spaced 12-Inch o.c. securing One (1)111 ga.'1/4- One (1) min. 1.75-Inch x Max Inch crown x lanch rafter with one each panel lap Inch crown x 1-Inch 0.072-Inch diameter 24F11 164nch Wood leg staples In 1) min. 2.25- Wood leg staples spaced 8- finishing Hall with min. 80/-60 diamond pattern Inch x 7d ring One (1) min. 1.75-Inch Inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F-5 Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60166-Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 3/164nch head spaced 16-Inch o.o. Inch ring shank x 0.072-Inch diameter each panel lap 16-Inch o.c. nail 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. One.(1)18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-Inch x One (1)14 ga. 5/8- anchored to each panel lap Inch -crown x 1-Inch 0.0724nch diameter 2417-6 Max 164nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nall with min. 801-60 spaced-8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch Inch o.c. and securing 31164nch head spaced Inch ring shank x 0.072-inch•dlameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems. for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.26anch x 7d One (1)16 ga.1/41nch Nominal 1x2 ring shank nail crown x 1-Inch leg No.2 SYP anchored to Three (3)18 ga.1WInch crown stralgh-naffed through the rafter Into the and staples spacedp 12-Inch o.c. securing One (1)18 ga. Y4- One (1) min. 1.75-Inch 24J-1 Max. rafter with one x 1-Inch leg of the batten or two (2) each panel lap Wood Inch crown x 1-Inch x 0.072-Inch diameter finishing nail with min. t60 12-Inch 1) min. 2.25- staples In diamond min. 2.25-Inch x 7d One leg staples spaced 3N6-Inch head spaced Inch x.7d ringpattern spaced 16- p p ring shank'nails toe- nalled on either side of 72 Incmindiameter x0.072 Inch diameter 8-Inch o.c. 12-Inch o.c. shank Hall Inch o.c. the batten at each finishing nail with min. 24- Inch o.c. battentrafter 3/1e-Inch•head spaced Intersection. Max. 4-Inch o.m rafter spacing Is 24anch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x 7d One (1)18 ga.1/44nch Nominal 1 x2 dng shank nail crown x 14nch leg No. 2 SYP anchored to Three ( 3)18 ga. 1/Minch crown straight- nalled through the rafter Into the end staples spaced 12" Inch One 1 18 ga' `- Inchcrownx1-Inch One (1) min. 1.75-inch 2gJ. 2 Max. rafter with one x 1-Inch leg of the batten or two (2) pa l lap hpaneeachWood leg staples spaced x 0.072 -Inch diameter finishing Hall with min. t53.3 16- inch. 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One 1 min.1.75-Inch 8-Inch o.c. and 3/ 16-Inch head spaced Inch x 7d ring pattern spaced 16- ring shank nails too- x 0.o72-Inch diameter securing each. panel 16-Inch o.c. shank nall Inch o.c. nalled on either side of the batten at each finishing Hall with min. lap 24- Inch o.c. DetteNrafler 3/ 16dnch head spaced Intersection. Max. 41nch o.c. rafter spacing Is 24anch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to.the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. No. I Installation Detail 12F-1 & 12F-3 Min. 9/01 head dia. nail with min. IW engagement(for wood substrate) or min.. 0..097- die. T-nail or stub nail with Min-. S/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL wood, oonc--"- or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE ALCI5001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail IN n SOFFIT STAPLE OPEN RAFTER 3/4' X 1/4' ; DIAMOND PATTERN I I CROWN stAP DETAIL USING A DIAMOND r f PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 4B' FASCIA CAP NAILING FLANGE UP OR O.C. 3/4- X 1 /4' CROWN STAPLE SOFFTT—Mam• 12-inch span SUOD SOFFIT BSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER X 1/4' CROWN STAPLE '24' CENTER USING A DIAMOND PATTERN u J-CHANNEL 1-3/4- TRIA( NAZI screwed to cotEit PAINTED S.S. 48- with one(1) Ne x 121 x 3/81 heed O.C. diameter screw, 16• o.o. SOFFIT - max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 310nIMM , SOFFIT STAPLE DIAMOND PATTERN I DETAIL FACIA BOARD t` yr cTvnwI sT rus i ASCIA CAP 3/ 4- X 1/4- CROWN 1- 3/4' TRIM NAIL FACIA BOARD STAPLE - 8' ON CENTER PAINTED S.S. FASCIA CAP 3/ 4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply Warranty, Installation, recommended use, or other produot attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installatlbn Detail ' 1';' TRIM NAIL FASCIA BOARD PAINTED SS. FASCIA CAP SOFFIT 1'4* CROWN STAPLE OPEN RAFTER FASCIA BOARD 11 BA SIB' 14RLL SOFFIT & FASCIA 16F-1 816F-5 DETAIL FASCIA CAP, REFER TO SOFFIT i FASCIA DETAIL SOFFITI F' CHANNEL MAX. IV SPAN MASONRY I*" " ALC15001 FL12194-R3 Page 4 of 12 This -evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the d'uraUon for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfbssed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min. 1W° engagement(for wood substrate) or min. 0.047' dia. T-nail or stub nail with min. 5/611•engagement(for concrete or block aulietrate), spabed asnoted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16F- 3 I I I II \"F" CHANNEL wood, conc+- t.. or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. i— PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT A FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B ' System No. Installation Detail n SOFFIT STAPLE OPEN RAFTER L-; DIAMOND. PATTERN I` t DETAIL CROWN STAPLES ~NErvmrr USING. A DIAMOND :r nss i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4- X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE -8. ON CENTER PAINTED S.S. J1-3/4- TRIM NAIL F- CHANNEL CAN BE PAINTED S.S. 48,7 FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFTr-*max• 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT 8c FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I;' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOFFIT 1*4' CROWN STAPLE OPEN RAFTER FASCIA BOARD rXI, CROWN STAPLES SOFFIT & FASCIA USING.A DIAMOND 16F-2 8 PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL SOA CAPS REFER TO / \ TO SOFFIT i FASCIA F' CHANNEL—-"""' HANNEI DETAIL I 3/e SOFFIT: MAX. 16' SPAN SUBSTRATE SOFFIT 'STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This- evaluation report does not -express nor imply warranty, Installation, recommended use, or other product attributes that are not spebifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER --- w _o , SOFFIT STAPLE OIST ' DIAMOND PATTERN FACIABOARD 1` j Lvr• a rm tnvr.0 i DETAIL 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING •A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD CHANNEL 1—J/4' TRIM NAIL STAPLE '8' ON CENTER PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4' X 1/4" CROWN STAPLE SOFFrr—max•. 16-inch span. SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page B of 12 This evaluation report Is provided for State of. Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes •throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAa FASCIA BOARD PANTED Ss. rat- L:7 AO FASM CAP STAPLES SOFFlT USING A DIAMOND PATTERN; REFER TO I'st' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAD. I ' TR01 NAIL FASCIA BOARD PANTED SS. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'+vt' CROWN STAPLE FASCIA CAN REFER to SOFFIT t FASCIA / \ OETAb. B- Hamm raY SYP I 3/e1 BanonaHen Anchored to SOFFITS FU%. 241' I F-CHANNEL Rafters with an 7d Ring Shank Nab at wary RollerWOODSUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Insta119Uon Detail 1i- TAN HAl FASCIA BOARD PAINTED S.S. lo 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOfm rat' [ROBIN STAPLE I t' TRIM HAL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 r>?• CROWN STAPLE FASM UPS REFER TO IL FASCIAETAILFTDETAIL" Ll000 Nominal rat SYP Batten Anchored to SOFFITS MAX. 74' F-CHANNEL Rafters with one ld 960 Shank Nall at eery Roller MOOD SUBSTRAT[ ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 j' TRIM NAIL FASCIA BOARD PANTED SS. 146A i' T-NAILS FASCIA CAP SOFmI 1-eQ' CROWN STAPLE 1;' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT b FASCIA DETAIL 24F-3 8 24F-6 1'at' CROWN STAPLE FASCIA CAN REFER TO SOFFIT A FASCIA DETAIL Handsel 1'er sYP Baflen Anchored to SOFFIT, MAX. 24' F-CHANNEL Rafters vlth one 7d Ring Shank Nall at every killer MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quaUly assurance changes throughout the duration for which this report Is valid. This -evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 24J-1 & 24J-2 1'7f' CROWN' STAPLES USING A DIAMOND PARNrT7EREFER TO SOFFIT STAPLE DIAMOND PATTERN DETAN. I I' TRIM NAIL PAINTED S-S. L-- NornInat 1' a r 8VP bait stabbed belweed rafters and 1- CHANNEL astbtred With one (1) 7d ring hank neA stralgh4na0ed through the rafter Into the and W000 SUBSTRATE of the baleen or two (2) 7d Ang spunk nags toe•na0ed on enter We of the battern at the battennb0ar tnterue0at CROWN STAPLE SOFFIT; MAX. 24' ALUMINUM COILS, INC Soffits Appendix B I I' iISOMIT FASCIA BOARD PA FASCIA CAP CANTILEVERED' CROWN STAPLE RAFTER FASCIA BOARD SOFFIT & FASCIA DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALClSO01 FL12194-R3 • Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609•of the FBC. 2. Exposure B, C, and D shall be -as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ ti Is -shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a"shall be 10% of the least horizontal dimension or (0.4 x Mearl Roof Height), whichever Is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or quality assurance•changeslhroughout the dUrsition for which this report is valid. This- evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design WindPressures for Soffits imExposure B . Building Type Zone Mean' Roof : Hei ht• ft •- r Baslc Wind S eed' m h 1, 20. 130 .. 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2• 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 8.6• 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 1 20.8 24.4 28.3 32.5 37.0• 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37,6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 1 10.8 121 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.6 26.4 29.4 32.5 50 12.5 14,7 17.0 19.5 22.2 25.1 28A 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the d'uratlon for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n:Wind•Pressures for;Soffifs.in. Ex osureiC Building Type one Mean. Roof Mei htft • Basic WInd.S eed m h .. i 20• 130 140 ISO. 160 , 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4• 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 3 .1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Load's) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 1 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 1 -33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18:9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 19.7 1 22.9 1 26.3 1 29.9 33.7 37.8 42.1 46.7 60 1 17.4 20.5 1 23.7 1 27.2 1 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whloh this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n,WInd1P-ressures.for Soffits -in -Exposure D . Building Type Zone Mean. Roof ' • Height MY Basic Winds eed• m fi • - 120 130 '. 140 • 150: 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8. 69.2 78A 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6. 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7. 38.9 43.3 • 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1, Positive Loads). 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 1 19.6 23.0 1 26.7 30.6 1 34.8 39.3 44.1 49.1 54.4 60 1 20.2 23.7 1 27.5 1 31.6 35.9 40.5 45.4 50.6 561 ALC15001 FL12194-113 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8"'J-Channel 3/4" — 1/8" HEM 1 5/8' T 3/4' 1 ISOMETRIC VIEW 3/8- PROFILE ISOMEMRX VIEW 3/11' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that.are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4'` 7/81, 1 1/8" HEM T 61ASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 20 In?. 0.125 TrP. 1B" BLANK 3 / 8 PROFILE so rn. DDD.DDD DDDD DDDDDD DDDDD DDDDDD DDDDD WIDE t MMM PAMRN (FIAI SrLh L MRS FORMED IN We DIRECnON AS F405) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/6" 7/8" 3 1/8" i/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 R 50 TIP.. 25 7YP. 0.125 7YP. DDDDDD DDDDD DDDDDD DDDDD WIOF tat m Parm MR I. % JI n OALWM FORMED DI SAME DIRECTION AS RIBS) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance cbanges'throughout the d'uratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other pr6duol attributes that are not spedfically addressed herein. Florida Building Code Online Paste 1 of 1 rcaaibAotvAPtl axr 1' t r L Business &:Professional Regulation' - r+eoutcam pegtololalaua',cd:+URce!R pol'da b,, ra i iura$b Product Approval USER: Public User Product Aooroval Menu > Prod •'t Of Aoolkation Search > Application Ust Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# 5444 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL bearcn [cesUres FL# I IPJBJ Tvoe Manufacturer Validated By Sta u FL5444-RII Revision CertainTeed Corporation -Roofing Category: Rooflng John W. Knezevich, PE 954) 772-6224 Approved History Subcategory: Asphalt Shingles ery ..urr... r .cantle stun If necamm Approved Dy DBP0. ADDroval5 by DBPR shall be reviewed and ratl0ed r The State of Florida is an ANEW employer. COovdaht 2007-2013 State of Florida.:: Privacy Statement :: !=slbiety Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant toSection45S.275(1), Florida statutes, effective October 1, 2012, licensees ocerlsed under Chapter 45S, F.S. must provide the Department with an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal addles, please provide the Deparbnem with aan 455, addresss wcan be made adickmadehichavailabletothepublicTodetermineIfyouarealicenseeunderpter Product Approval Accepts: Credit Card Safe i f-tr%C- / /%AAAAA1 finri/iahiiilelino.nro/nr/Dr aDD lst.asDX 11 /29/2017 Florida Building Code Online Page 1 of 2 ROFIO/1 I K Of0ART WT Or ` ` ' `yy IIBusinessSIProfessionalRegulation all OMrearcv>s> OBrJ101V191011> cotrurrnnoq or Product Approval USER: Public User Product Aooroval Menu > Product or Aooliotlon Search > AoolkaUDn Lkt > Application Detail FL # FL5444-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Emall 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@salnt-gobain.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer C1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R11 COI 2017 01 C01 Nleminen.odf standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 LI __:J_L..:i.l:.... —^ /nr/nr tinn Atl a4znY7nilr;im=wGEVXOwtData... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions FL5444 Rll 11 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVH2: NO Shingle FL5444-R11.odf Verified By: Robert Nieminen, PE PE-59166 Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 Rll AE 2017 06 FINAL ER CERTA1NTEED Asphalt Shinole FL5444-Rll.odf Created by Independent Third Party: Yes Badt Nett Contact Us :: 260, Blair Stone Road Tan,hasjea FL 32399 Phone: ASO-487.1824 The State of Florida Is an AA/EEO employer. C00vrloht 2007-2013 State of Florida.:: Privacy Statement :: e.._eelblllty Statement :: Refund 5tatement Under Florida law, !mall addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not sendelectronicmalltothisentity. Instead, contact the offla by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. 'Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DeparUnent with an email address IFtheyhaveone. The !mans provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with anii1address please tilde b. available to the public. To determine If you are a licensee under Chapter 55, Product Approval Accepts: Credit Card Sate httnc- / / www. floridabuildine.ore/pr/pr_app_dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017 s H,. mot s EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353CHRISTIAN STREET, UNIT#13QOTRINI-ff JERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Evaluation Report 3532.09.05-1111 CertainTeed Corporation FL5444-R10 20 Moores Road Malvern, PA 19355 Date Of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`s Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robertl.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4ANE1983 The 6abn0e seal appearing was authortrad by Robert Nleminen, PE on 12/08/2016. This does rat serve as an electronically slimed doament. SI{ned, sealed hardmples have been transrntmed to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QoTpuNITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5`h Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Kuiipt Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTMD3161 99NK26506 11/23/1999 UL ( TST 1740) ASTM D3161 03CA12702 05/27/2003 UL ( TST 1740) ASTM D3161 03CA12702 06/16/2003 UL ( TST 1740) ASTM D3161 03NK29847 10/03/2003 UL ( TST 1740) ASTM D3161 04CA11329 05/24/2004 UL ( TST 1740) ASTM D3161 04CA32986 12/03/2004 UL ( TST 1740) ASTM D3161 05NK07049 04/15/2005 UL ( TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL ( TST 1740) ASTM D3161 05CA16778 05/12/2005 UL ( TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL ( TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL ( TST 1740) ASTM D3462 R684 09/21/2005 UL ( TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL ( TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL ( TST 1740) ASTM D3462 10CA41303 10/07/2010 UL ( TST 1740) ASTM D3161 IOCA41303 10/08/2010 U L (TST 1.740) ASTM D7158 10CA41303 10/27/2010 UL ( TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFW7-R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09%2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certlflcate ofAuthorhadon #9503 FBC NON-HVH2 EVALUATION FL5444-RSO Revision 11:12/08/2016 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20—, XTT" 25, XT'" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaT", Belmont', Carriage House Shangle°, Grand Manor Shangle°, Landmark', Landmark' IR, Landmark' Pro, Landmark' Premium, Landmark' TL, LandmarkTM Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate*" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shaker" IR, Presidential Shake TLT" and Presidential Solarism are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras*", Highland Slater" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow RidgeT", Cedar CrestT", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TnnityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,w = 150 mph (V„h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,d =150 mph (V„ it =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris"') exceeds the calculated uplift force (FT) at a maximum design wind speed of Va d = 150 mph (V„ It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-R11 Cerd imte afAuthorizallon #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 TRINITYJERD INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 6.4.1 I CT20', XT- 25, XT'"' 30, XT- 301 R: I LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 17' 12" 12" Use four nails and sir spots of asphalt rooting cement* for every fnU 305 mm) (305 mm)Z: (305 mm) shingle (Figure 11-4). LVIralt roofing cement meeting AM D4586 1" (25 mm) — Se land 1" (25 Type II is suggested 5 5/o" (145 mm) 5s/p"for AbrnooE PikPhrd METRIC 13s/e^ _ 13ye" 13s/e' fing Cement 1"(25 mm) Sealant 1" (25 nm) Apply 1" (25 mm) spots of asphalt roofing arnent under each tab comer. 6 tA„ Fozwll-4. asefownags andsix*okofasp&Ucmuentonstaepsfopnc CAUTION: Excessive use of roofing cement can cause shingles T to bilstm Figure 113: usefournatlsfor eurryfull sbingda Hip & Ridge for CT20TM XI m 25, XTTM 30, XT" 30 IR: Cut Shingles 1 -. 1 F« —1 F«2"(50mm) C15mm) rl It-7I t1 I Ir tr 1r jl f___ 12.. 305 mm) Sht gleShingle Shi gle 1 Figme 11-24: ad tabs, then trim back to male cap sbbsgdes isbdimensfont sbmm). Figure 11-Z InstaAatton of caps along As baps and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Cerdf late of Authorhadon #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444- R10 ' Revision 11:12/08/2016 Page 4 of 12 6.5 6.S.1 Q\TRINI-FYIERD ARCADIA'"': LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below t• as mN tw trro ' NZ 1W LM Figure 2. Use sir nails for everyfull shingle. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apph asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting ASrM D 4596 Type D Is suggested t• famm I'rdnN-- ELLLIJ Figure3. use sir nails and four spots of asphalt roofing cement on steep slopes. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line is to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand - sealing adhesive 4° 114° 3/ 4° I 1° Dab of asphalt I cement between 1° shinglelayersExterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-RIL Cerd if sate of Authorization p9503 FBC NON-HVH2 EVALUATION FLS"4-RIO Revision 11:12/08/2016 Page S of 12 6.6 I BELMONTT": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. SWO6111:4 o AdKwW rmb a required. ess' VNTINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement"' for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. sle {I6 —6 srr ic, 1125m = RoorkV oad 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 ' Option 1: Refer to instructions herein for Cedar Crest', Cedar CreStTM IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17-1& Sbangk" Ridge. I 18, Exposure Remove tape from the right side 1 and fasten }' i 8, SECOND Fasten the, left side 85/8, RIGHT FIRST % LEFT Figure 17-19lyWalZation ofSban#0 Ridge sbin& on bips and ridges 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPl'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report ML09.05-Rll eerttllcerte of Authorkatlon 89503 FBC NON-HVH2 EVAWATION FL5444-RlO Revision 11:12/08/2016 Page 6 of 12 6.7 I CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STANDARD SLOPE Use five nails for every full Shangle. V. L=IN5 St/e 16 min) . J Flgum 174. Use fire naikjor a" ill Grand AtenorSbangle, Carrioge Clouse Sbangle, or Centennial State V I RINITYIERD STEEP SLOPE use seven nails and three spots of asphalt roofing cement for e%vq full Grand Manor Shangle. use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figura 17.5). Asphalt roofing cement meeting ASLM 04586 Type II is suggested. F114- 1 Voompo-000i f16;.T----"T—RoofingComentJ Figure 175: When indaAing Grand Alanor Sbangles on sfeep stoper, use serer nails and Ibme spots ofaspwt roofing cement: 6.7.1 Hip & Ridge for Carriage House Shansle° and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK"", LANDMARK'"IR, LANDMARK`"" PRO, LANDMARK*" PREMIUM, LANDMARK*" TL, LANDMARK"'' Sams, LANDMARK'" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 min (375 mmmin 305 mm)--{ r—l" (25 mm) Release Tape 1" (25 min 11/2" NaiWbler . Area LRnumwen u MEN0 VIA. Fgme 13.t unjour naikfor—g-jutl sbi gie NorthGate: wmE w.wG f (305 maq (375 min) (M mice) i' (25 min) r (2S mailing aea for Im snd sOwdsrd dopos Pro 2:1210 21:12) Nal Utween upper & lowd lines as dawn above. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-Rll CerdJleate ofAuthorizadon 119S03 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D45861ppe H. Apply 1' spots of asphalt roofing cement unde each comer and -.it about 12' to 13' in from each edge. METRIC DIMENSIONS 12•' 143/4" 1r'- 305 mm) 375 mm) (305 mm) I-- 1'(25mm) RdeaseTape 1" Nail Area for Steep I••—` l 25 mm) Roofing Cement STEEP 12' QOTRINITYIERD LANDMARK TL 131h'! 343 mm) 13" 330 mm) 131f2"--- 343 mm) 1"(25 mm) 1 "(25 tnm)- 1" 25mm -- (MM) Roofing Cemerd Figure 13 5. Use sir na!4 andfour spots of asphalt t00%Ingwnent on steep slopes 25 mm. NorthGate: 1" 4' 12' Nailing areas for steep slopes (greater titan 21:12) and " StomMailing" Nail between lower 2 nag Ones as shown above. 6. 8.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark'" Pro, Landmark'" Premium, Landmark' TL, Landmark'" Solaris Landmark'" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 305mm) ( 250mm) 415/ 16'T,125mm) 415flE Bro G (125mm 1bOmm) 0mm) Notch for Nolchfor Centering Centering tY 131/ 4' Notches forAlignmerd m 3 N dies for Alipnme W (337mm) the Top Edged the Previous 75/ g• Lme Top Edge of me Previous for550(141mm) Bpsure ( ) capforS(125mm)Exposure (C+P English Dimension J Metric Dimension Shadow Ridge"' Shadow Ridge' Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-Rii Cerdflcate of Authorhatron p9903 FBC NON44VHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 8 of 12 9V= 2"0r' . 415ry6' (t25 mm) Certcr p Natch f;3371/mm) aipn tlese / P 7 W pie IMmiss { 194mta} NorthGate Ridge QOTFuNITYIERD 13 US" m 5/8rj(168m6 333 ll CBCe tedng 131/4' 337 mm) R Notch Align these notches to top 7518, 194 mm) edge of 1 previous course. 1 . NorthGate Accessory figure 13-2& Use taytngnokbes to certtr sbtngtes on baps and and b Locate & aspect eupostae 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1"A" adhesive or Henkel "PLO Polyurethane Roof & Flashing sealant", in accordance with CertainTeed requirements. 6.8.1.3 O tpion2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Evaluation Report 3s32.09.Os-Ril Exterior Research and Design, U.C. FL5444:R10 Certocate of Authodradon g9s03 FBC NON-HVH2 EVALUATION Revision 11:12/08/2016 Page 9 of 12 Q0TFuN1TYjERD 6.9 PRESIDENTIAL SHAKE"", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TU", PRESIDENTIAL SOLARIST": LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each fall Presidential shingle as shown below. Guide noes (1016 MM) 51/4' - 133 ram) 1419' 112' 38 mm) (362kimm) NOTE Apply nails on painted guideline. F/gWa 16d Fad=1ng ftw1 enAal andFre iAmMal lZ Shake sb(ngkson low and alandmdskpes STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shim le and apply 1' diameter spots of asphalt roofing cement under each shingle lab. Mier applying 5 nags In between the naWng gulde lines, apply 4 nags 1' above lab cutouts maldng certain tabs of overlp ng shingle sober nags I I' diameter asphalt cooling cement unl 16-7.. Fasleniq Presidenud and Presidential M Sbake sun& on a v slopes 6.9.1 Hip & Ridge for Presidential Shake -A. Presidential Shaker" IR, Presidential Shake TLTM, Presidential Solarlsr"': 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4, into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, -AL is 12' x 12"; Portland, OR produces 97/V x 131/4' accessory. 6.9.1.2 For ASTM 133161, Class F performance use BASF "Sonolastico NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.10 I HATTERA.ST": LOYI( STANDARD AND STEEP SLOPE Rrat1SB rmlealndllatlewsbiq la on lorandsundmd Loper For Imr and standard dopes, use QR ealh for each M Hatteras dd* as shom abose. f4um 154 rastenig 1laamuffilajfa m S MSt" For steep dopes, use Doe adns sad W,h spots of asphalt mofng remew for each fan Iutem shmde a shorn oboe Apply I' 25mm) dismeer spats of roono• amen- (ASM D 4586 r)po n suggested) under etch tab coma Press shlnlle into pl m do cot expose cement. CAHnON: Too much Soong cement tam can dtlaoles to bnaa Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-R]l Cert&ote of Authortradon #9S03 • F8C NON-HVHZ EVALUATION . FLS444-R10 Revision 11:1Z/08/2016 Page 10 of 12 QOTFUNITYIERD 6.10.1 Hip & Ridge for HatterasT : 6.10.1.1 Option 1: Accessory for Hatteras 6.10.1.2 Option 2: Cut Hatteras Shingles g' 230 Imen) I I I I men) E I----I--- 1a" 181, (460 203MM) P- 460mm) Cap Cap Cap Shingle Cap Shingle 9, Shingle Shingle ml Agwe I5-20.• Cut Xattaat sbffg& to make MW cap. Figure 15-21.. InsWatton of caps dhnq blps and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATET", HIGHLAND SLATE"' IR: LOW AND STANDARD SLOPE STEEP SLOPE Flgttm 113: Use fyF6'rwlfaJbr&M Hlgblmd gate sbmsfe. Use FIVE aatls and EIGE7 spots of asphalt roofing cement* fok earl fail MgWwd Slate shingle. For MUmi-Dada SR nails are required. Apply V diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement seeing AMM D4586 Type Q B suited. 9sot110=" kWAW avamv omitn+o.Q Flpm II 3d: McIM naitr wd dot tpoAoldPAW rop/Lryemnml andereacb tali comer CAUMN; Emesslve use of roofing cement eau cease shingies to blister. 6.11.1 Hip & Ridge for Highland Slate', Highland SlateTM IR: Refer to instructions herein for Cedar Crest"", Cedar Crestm IR or Shangle RidgeT" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-Rll Cerd lcote ofAuthorBadon #9S03 FBC NON-HVH2 EVALUATION FLS444-RlO Revision 11:12/08/2016 Page 11 of 12 6.12 I PATRIOT*"': LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. se"t oem, i fi it ssMM) T P (gam --F— an®a --I-- -i QoTpuNITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for e%vq full Atingle as shown below, Asphalt roofing cement meeting A.STM D4586 Type U is suggested Apply I'(25 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. lsa t • c o e T neomy Gn.et 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest", Cedar Crest'" IR, Shadow Ridge^', NorthGate or Shangle RidgeTM hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturers name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report ML09.05-Rli Cerdpcate ofAuthorhadon p9503 FBC NON-HVHZ EVALUATION • FL5444-R30 Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 i Professiona; l Regulation.; _ .. -- -- pnrRyoce.noufnerR OtRt tIPISIOA [dHffCf.tE Wj FOfllia s a Product Approval IUSER: Public User Licr ue m product Aooroval Menu >• Proctors or Aooliotlon Search > Application Ust Search Criteria Refine Search Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL z earcn tsesu.cn tI r Type Manufacturer Validated By Status FLiS216-112 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Underlayments er., rh. remmleden If necessarv. Contact :: 360, Blair Stone Road. Tallahassee FL 12399 Phone: BH-4117-11124 The State of Florida Is an AA(EEO employer. Copyright 2007.2013 S2111or faerlda.:: Privacy Statement :: AQZSslbinty 5otemem :: Refund Statement Under Florida law, eman addressrs are public records. it you do not want your e-mall address released In fesponse to a public -moms request, do not send eleebonlcmantothisentity. instead, contact the air" by phone or by traditional mall. if you have any questions, please contact 650.487.1395. 'Pursuant to Section 4they eSones(ThoFllorida Statutes, effective emalls provided maybe used Poe ober 1, 2012,ial licensees communication with Urisunlicensee.erChapter owever Small t resses are providethepublic recorpartment d. U you ith an do notwishil addressifsupply a personal address, please provide the Department with &ill add ss whid% can be bmade . available to the public To determine If you area licensee under s Product Approval Accepts: Credit' Card Safe httnc- / / www-floridabuildine.ore/ Dr/ pr—app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 u acts Horne ! Logm ; user Registration I Mot Toplsr i Submtt Surcharge16tats s Faar I watotlons ; Fee Stan I acts Site Map : Links I Search Florida r a''. Product Approval uses: Dubuc user i s4To Product Aooroval Menu > Product or Aootlotlon Search > Aoollotlon List > ppPlltatlon Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@Interwra p.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@lnterwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE G1 Validation t heckllst - Hardcopy Received Certificate of Independence FL1S216 R2 COI 2015 01 COI Nieminen oaf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfied By Sections from the Code iS07.2.3 1507.5.3 1S07.8.3 1507.9.3 1507.9.5 T1S07.8 L A-L_ .. / FlnriAnK11i1rlino nro/nr/nr aoD dt1.asc)x?oaram=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/201S Date Pending FBC Approval OS/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVH2: No Installation Instructions FLIS216 R2 II 201S 04 FINAL ER INTERWRAP RHINOROOF FLIS216- R2.odf Verified By: Robert Nieminen PE-59166 Created by independent Third Party: Yes Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section S for Limits of Use. R2.odf Created by Independent Third Party: Yes 6adt Ne Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an WEED employer. Cgloyrioht 2007-2013 State of Florida.:: Privacy Statement :: Aetesslbltlty Statemem :: Refund Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request. do not send electronic mall co this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the used with an email address which can be made available to tihe public. To determine If you are a licensee under Chapter 4SS, F.S., please dick hUL. Product Approval Accepts: Credit Card Safe httnc-//wvjw-flnrici;khijilding.org/or/Dr aDD dtl.aSDX?Daram=wGEVXQwtDgv3... 11 /29/2017 UNoEe1-A4 l" 14VJ V OTPuNITYIERD FVALI IATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC-4 ANE1983 The bcsMCe seal opparke was authorbed by Robert Nieminen, P.E. on 04M/2015. This does not serve as an electronlaM signed document Signed, sealed hardooplas have been transmitted to the Product Approval Administrator and to the named client CERnF1CAnON OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1S07.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.9.3,1507.9.S on Heating 1507.2.3,1S07.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: gatitz Examination Reference Date ITS (TSf1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1S09) Physical Properties 10OS39395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 10053939SCOQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LiMiTATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated SlateShingles RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with requirements for ASTM D226, Type I or II or D4869, prepared roof covering to be installed. Exterior Research and Design, I.I.C. Certificate of Authorizotlon #9503 manufacturer's published installation instructions and the Type II underlayments in FBC Sections 1507 for the type of Evaluation Report 140510.02.12-112 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 Q0TP'uN1TYjERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S30.02.12-112 16-R2 Certificate of Authorizotion #9503 FL Revision 2: 04/27/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 1 gu rl PlCa OtoGvrMGM do •%• ` ',liRi p..llll a . Business & Professional Regulation mPt NdNF' weovl. devB ddm trvlsrorn cdugtct deed Florida r ' Product Approval Ie user:: Public user T. ym product Ao aroval Menu > prodLQ or Aoollcatlon Search > Application Ust Search Criteria Code Verslon 2014 FL# 16568 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired AALL Product Model, Number or Name ALL Product Description Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results EU ADDucations Tvoe Manufacturer Validated ev FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, Approved U History Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the PE 717) 317-8454 Roofing System Approved by 08PR- Appmvais by DBPR shall be reviewed and refined or we ran a„w., C0AtHj & :: 76p, Blair Stone Road, Tabahaeeee E 32329 Phon : R 824 The State of Florida is an AAMEO employer. Coavrioht 2007-2013 Slate of Florida.:: Pnvacv Statement :: ACCESSlhillty Stahmmt :: Refund Statement Under Fiorlda law, emall addresses are public records. If you do not want your -.-mail address released In response to a public -records request, do not sendelectronicmalltothisentity. Instead, eorlmct the office by phone or by trad[ttonal mall. If you have any questions, please contact 8S0.487.1395. `Pursuant toSection455.27S(1), Florlde SlatubM effective October 1, 2012, licensees Beamed under Chapter 4SS, F.S. must provide the Department with an email address ifMayhaveone. The emalls provided may be used for official communladon with the licensee. However emall addresses are public record. If you do not wish m supply a personal address, please provide Me Oepart nmt with artChaemail pter 4addressF.hick c n be made made available m Me pubik. To determine If you are a It msee under Product Approval Accepts: cacao® Credit Card Safe 1...., . / /-AA,,.r flr%rit-InhtiiiAino nro/nr/nr ann kt.asox 11 /30/2017 Florida Building Code Online Page 1 of 2 w- o - nu7IPA Professional Regulation`- nnra>azE' raanoenll oeraolvraiorn coructoenl R. Fill VinME IT Product ApprovalrWUSER: Publk User a > produ& or Aaolkatlon Sear& > Aaalkatlon List > Application Detail FL * FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmocogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mml2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buckner, P.E. @ CBUCK, Inc the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 r . r r...:. J--.-— _.-- I -- I-- --- A4.1....--')—,r.m—t.d":F%/v(1\Artr)rt\rn 11 /Zn/?nl Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 03/02/2015 ' Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary or Proaucts Model, Number or Name Description FL # 16568.1 MMI-2" Off Ridge Vent r shingleattachedgletoFeywodDerv. 4'f Nofslnal Lengthsmechanically Limits of Use Installation Instructions R1 1' nt MMI-2 nffDidneVent-ASTME330- Approved for use in HVHZ: No FL1636R Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant, No Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports i AF MMt_2 nR44dn_n_Vn_nt_-ASTME_330- Instructions as a supplemental guide. A 16368 01 Steal EVALREPORT.odf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent forSteel shingle rroofs mechanically Aluminum Off attached e vent ito Plywood Deck. th Dechable f4e 6% 8% 10' Nominal Lengths Limits of Use Instailation Instructions R1 11 02 MMI-28 OffRidoeVenr-TASApprovedforuseinHVHZ: No FI 1656a Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Verified By: James L Buckner, P.E. ® CBUCK, Inc. P.E. Impact Resistant: N/A 31242DesignPressure: N/A Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports OffRidoeVent-TAS Instructions as a supplemental guide. F 16568 Ri AE 02 MMI-2e 100 EVALREPORT.odf Created by Independent Third Party: Yes eaa j;gpUyg :: 2601 Blair Stone Road. Tallahassee FIL ?»o_o Phone: e50=187-1824 The state of Florida Is an AMEEO employer, f"ovdaht 2007-2013 State of Florida.:: Privacy Statement :: A00=01llty Shcement :: Refund Statement Under Florida taw, emall addresses are public records. If you do not wam your e-mail address released In response to a public -records request, do not sendelectronicrmntothisentity. Insbud, corroa the office by phone or by traditional man. If you have any questlore, please comae 850.487.1395. `Pursuant to Section am TheFlorida Statutes, emalls provided may used or officialeOctober1, lcommunication with the licensee. howeedunderChapterveremailaddressesareF.S. Must 91 YldG the public record. U youpartmentwithan donot wish mlladdressy supply a personal address, please provide the Departrnent with aan 455, FPSplechase n be made e per. available to the public To determine if you are a Ilornsee under er Product Approval Accepts: Cfedif Card Sate CBUCK EnginPPrinq Spedalty Struchxal Engineering CBUCK, Inc. Certiflcote of AUthorizOtIOn RM4 Evaluation Report MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 Q` .• GENSF'. 4, tcp No 31242 LIJ= 0,'•. STATE'OF F(ORIOP iONALe\\' aCAauy swcd by: James L GW.Mer. P.E CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net 2015.03.0210:57:51 -05'00' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 inc Page N° 2 of MM-2&ORV-ER_14 CBUCK . En9ineer SpE cIaIhJ CBUCK, Inc. Certificate of Authorization >r806a SIYLjc:ft'dl Engineering Manufacturer: Millennium Metals, Inc. Product Name: 11MMI-26" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 :12 or Greater FL M FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No MM-28-ORV-ER_i4. 3 of 7 CBUCK, Inc. Certificate of Authorization >r80sa SpecJalhj Structural Engineering Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule*61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization M QUA 1824). FL #: FL 16568.1 RI Date: 2 / 26 / 15 Repo CBUCK Engine e ingi Page rt No.: 4 of 7 MM-28-ORV-ER_14 CBUCK, Inc. Certificate of Authorization a8064 Spedd"-Lj StYI..IC:1) urdl EnglInGlPrinq Components/Materials by Manufacturer): Ridge Vent: Material Type 1: Thickness: Yield Strength: Corrosion Resistance: MMI-2B" Off Ridge Vent with Detachable Baffle Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2- Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size: 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ng Page N° 5 f MM-2B ORV-ER_14 CBUCK engineeri CBUCK, Inc. Certificate of Authorization 118064 SpectdtN Struc Nal Engtneertnq Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/e thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-213 Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC Sth Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.01450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 r Date: 2 / 26 / 15 CBUCK niginee in Paged NO 6 of MM.2&ORV-ER 14 CBUCK, Inc. Certificate of Authorization It806 SpecldtN Structural Engtneerinq4 Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 41/2" Tr 5-1/2" Profile Drawin>;s 12" 18-1/4" 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Higher Slope Back) Detachable Baffle Two piece system that slides Plywood Deck into lower flange of vent and secured with fasteners spaced 4" o.c. 7.(Front) Typical Side View (Not To Scale) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Page No of MM-28-ORV-ER_i4 CBUCK Engineering Spe -IcsrN Structural IEnglneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. I 1 12" 4" o.c. 4" o.c. Typical, Maodmum Typical Fastener(s) 11 Gauge Ring Shank Roofing NailBase Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft ab e • " s Ft. BFt. Detachable Baffle y Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c i G Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) MILLENNIUM" METALS, INC. 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. HWPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be '/4" thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Leneth Net Free Area (sa inl Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 ' 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-12 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must be ASTM F1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM B-209 " Aluminum is onb a gable toR detadmble baffle due to Florida PredwAppNWL Page 1 Florida Building Code Online Pate 1 of 1 yam nokro,waA?[tzaxrac Business & P`rofessional=Regulation t eerkKwgt ARdrLa6r11 derRorvletnrd cotrr}ttearq Fbrida ra =tii j; Product Approval USER: Public User Product Anoroval Menu > Product or Aoolicatlon SeAMb > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search KeSUIr-S APPIlCaMOF15 Validated By Status fit Tvoe Manufacturer FL17867 New LoWs Concrete Products Thuy H Huynh 813) 645-0166 Approved Category: Structural Components Subcategory: Products Introduced as a Result of New Technology 1— — rn,n,ntminn If necessary. APPMvW oY uo1- -1 --' - ..._.. — — . -..-.. -.._ _ _ _"-__ Contact Us :: 2601 glair Stone Road Tallahassee FL 32399 Phone: 850-467-LW The State of Florida Is an AA/ff0 employer, 000vdoht 2007.2013 5aW of Florida.:: 2dgQ Statament :: Accessihillry Statement :: Refund Statement Under Florida law, Small addresses are public records. If you do not want your e-mall address released In response to a public -records request, do tot sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional null. If you have any questions, Please contact 8S0.487.1395. 'Pursuant toSection455.275(1), RorWa Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, P.S. must provide the Department with an email address Utheyhaveone. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with anChapteradd ss wa dick nerd .hich available to the Public To determine If you ate a licensee under Product Approval Accepts: CE ON go ER E Credit Card Safe 11 /,) o1,) n97 Florida Building Code Online Page 1 of 2 lip a BaS Moms lop In User Registration Not Topkt Submit Surcharge Stats a Facts i Publications ; FBC Staff BaS Site Map ; Unks Search i b a Y I ..' • USER: Public User ovaldProductAoorovalMenu > Prom_ or Aoollratlon Search > Aoolkatlon Lis [ > Application Detail FL # FL17867-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@fiorida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ACI318 2011 ACI 530 2011 ASTM A416 2006 ASTM A615 2009 r-- -- --- .l&l11 /7Q/7017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 Summary of Products FL At Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions_odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE Bin Lintel Load Tables odf FL17867 RO AE Letter of Evaluation.Odf FL17867 RO AE Quality Control Manual.odf Created by Independent Third Party: Yes Bads N® Conran us :: 2601 Blair Stang Road, Tallahassee FL 32399 Phone- ASO-4997-1924 The State of Florida Is an AA/EEO employer. rndrriaAt 2007-2013 State of Florida.:: Privacy Statement :: AoresslGlllty Statement :: Refund Statement Under Florida law, emlll addresses are public records. If you do not want your e-mall address released In response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.4117.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Depa. b. nt with an email address which can be made available to the public To determine If you are a licensee under Chapter 4S5, F.s., please dick b=. Product Approval Accepts: PEER, ® Credit Card Safe I r . . ... -lac ---..-t---- r ...rtivn.. n..^ 44 /10/11147 En ineerin y9S01UOti0nS Todoy's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions jnc. — CA No. 26300 — (Main: PO Box 1238 (Physican: 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx 352 / 588 — 5411 Web: www.florida-engineer.com COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 DATE: January 11, 2018 BUILDING APPLICATION #: 18-10000035 BUILDING PERMIT NUMBER: 18-10000035 UNIT ADDRESS: Kelmscott Ct 2323 17-20-31-SVC-0000-0730 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR Ing. dba Ryan Homes ADDRESS: 4307 Vineland Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2323 KELMSCOTT COURT/ KENSINGTON RESERVE LOT 73 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou$ing ROADS N/A 705.00 1.000 dwl unit 705.00 COLLECTORS Single Family FIRERESCUE Hou ing 00 1.000 dwl unit 00 00 LIBRARY CO -WIDE ORD Single Family Housing ORD 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE Hou ' 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT - q ' RECEIVED BY: SIGNATURE: P PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY 0 R AND* ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. THAT ANY OF ANY NG A WRI MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 'SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 12-3 D Documented Construction Value: $ y 4r7.5 Job Address: el Parcel l:D: Historic District: Yes Nofi Residential! esidential ] Commercial Type of Work: New Addiitilon Alteration Repair Demo Change of Use Move Description of Work: ! V Pf. 1 -r)f) n.'. _A Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name, _ Phone: n% - asStreet: L41, Cq Resident of property? : b City, State Zip: URI I Contractor Information Name Phone: Qha'er Street: J Fax: City, State Zip:1. QY _' 3 State License No.: LLOM CA n_ Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print OwnedAgent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 4M-11ture of Contractor/Agent Date traetor/Agent' ss Naame V TA'., d of Notary -State of Florida Date r PAMELASTERNUS commission & GG 110622 Expires August7,2021 eOff°P SOM64Iniv%ftetNalnrBa ea Contractor/Agent is Personally Known to Me or Produced m ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30. 2015 Permit Application Ir CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L ( n3 s'l ar-) . in Documented Construction Value: $ go • 00 Job Address: 2 .7 _wy) sM4 rin (-r- Historic District: Yes No YP Parcel ID: Residentiawaommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Phone: 407-323-7515 Fax: 407-323-8954 Email: info enani-orh Property Owner Information Name 2*1YI 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-CO57881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARMNG 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 1053 Shall be Inscribed with the date of application and the code in effect as of that date: S° FAIdon (2014) Florida Building Code Revised: June 30. 2015 Permit Application N 13 EC : In addition to the requirements of this pe®it, there may be additional restrictions applicable to this property that may be found in the public records of this county, and these 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 Lim Law, FS 713. The City of Sanford requites payment of a plan review See 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 m 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. Sigunm 00weadAgent Dw PriM OwmdAgau'e Name Sigmntre of Notery tete of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 2/13/18 Sigtutme ofCoWncMdAgmt Dame A. Timm Smith print ContrectodAgmn'a Name 18 Srgoe rc o ,'otsry-Stale SffdM 1001e NOTARY PUBLIC STATE OF FLORIDA CanmN OOt16M 9"° Expires St21/2021 Contractor/Agent is X Personally Known to Me or Produced ED Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER. ENGINEERING: FIRE: BUILDING: COMMENTS: Revbod: June 30.2015 Permit A"Heeloa CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONTV1ApplicationNo: - `J 4(0 Documented Construction Value: S '524e_ Job Address: oboe Kill '5'.OTf C Historic District: Yes No)( Parcel ID: ResidentiaQ Commercial L I Type of Work: Newiz Addition Alteration Repair Demo Change of Use 0 Move 1 it Description of Work: rt5 n Ack: L.>`1 t'Am (`fin e L Plan Review Contact Person: 'W.Q- r .1 'p.S Title: Phone: `tUl -,5$5 00( Faz:Ol 3-3853 Email: KW #'r' Corh Property Owner Information Name u Phone: Street: _ .. Resident of property?: City, State Zip.0M'„ . Cnno.. nriQtot Information / / Name l->A I ^' -... c - 1-r ' I hono: `i0 -7- Street: I Coelts Fax: `i 0i- City, State Zip: Sar\ State License No.: ey)3 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. 1 understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, t furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC I053 Shall be inscribed with the date of application and -the code in effect as of that date: 54a Edition (2014) Florida Building Code Revised: Jute 30. 201 S Permit Application i OTICE: 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. tat work will be done in compliance with all applicable -laws regulating construction and zo ' . g. Signature of Owner/Agent Date SigRit6naofContractodAgent Print Owner/Agent's Name SignatureofNotary-State of Florida Date Signature Name CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 06.2020 L6i Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID Produced M Type of M 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30.2015 Permit Application DESCRIPTION AS FURNISHED: Lot 73, KENSINGTON RESERVE, as recorded in Plot Book 81. Pages 86 through 92, Public Records of Seminole County, Florida. R BOUNDARY FOR / CERTIFIED TO: Raymond Frederick .Harms; NVR Inc dbo Ryon Homes; Stewart Title Guaranty RN WLKL Company, NVR Settlement Services, Inc. NVRM 1.6X1.4' COLUMN .A ' LOT 30 PALM HAMMOCK ALLOTMENT P.B. 1. PGS. 104-105) REC. 1/2- I.R. NO 1. D. 9e p9 s. 'N 36.85' 43.54' 3.5'x3.5' AC PAD 17.16' iV LOT 74 N W 1'Pp a Li5l 6.95' A\ 0.1' \ A,' ii r.\N u: \ 00. 07, f C6 a \ Lr ` 6' C/B WALL .2• \` ON LOT 73 \ 29.6' 330.5' NAIL 7.5`ON \IN WALK 2(.90' \\ 26.0' \ COV'0. CONC. o \ u 30.0' 17.02' o g TWO STORY wRESIDENCE F.F.- 31.02' r TRACT F \ h RECREATION `\ V AREA ` 8.7' COV'D. CONC. 8.7' Mi M BRICK 6 WALK 21.3' 16, BRICK OR. 15' UTILITY 26.33 MIT .' 26.08' O' Lim ESMT. 4' CONC. 'WALK y9 A 10'OTIT1' * '19 REC. 1/2' I.R. D=123'42'44- 0.2' 0. NO I.O. R=55.00 D=26°4544 " REC. 1/2' I.R. ON ON CURVE DATA . L=118.76' FOR ESMT. R=55.00' N0 IDFOR Le6. 96' l2 L= 25.69' Re55. 00 P. R.C. C= 25.46' CB= N 61 °5324 W KELMSCOTT COURT (R/W VARIES) BUILDING SMACKS: AS FURNISHED PROPOSED - FINSHED SPOT GRADE ELEVATIONS FRONT a 25' PER DRAINAGE PLANS arm PROPOSED DRAINAGE FLOW t\GH 2 PLOT PLAN AREA CALCULATIONS REAR 20' IMPERVIOUS COVERAGE a 2.2801 SQUARE FEET OR 30.7R SIDE = 5' FOR 40' LOTS SIDE = 7.5' FOR 60' LOTS LOTCONTAINS7.432f SQUARE FEET LOTGRADINGTYPEAI O LIVING AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS = 31.0' CONC/LANAI/PORCH CONTAINS 732f SQUARE FEET SIDE STREET = ?5' CRU, SEMIMvETR-SCOTT ASSOC., INC. - LAND SURVEYORS LCGC" D " LEGrIm 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT PAL. • POINT ON LTE rtELI. P.I tPE PJMUP. - POINT LREVERSE CURVATURE IRON ROD P.C.C. • POINT Or COPOMD CURVATURC 1. THE IO10EEfuHCNEV ODES NLREBY CERWr THAT TIOS SURVEY MEETS THE SUNWOS OF PRACTICE SET FORTH or THE FLOMOA LIDARD OF SUM&WRS AND MAPPM IN CµlPmt KL1-17 FLORIDA ADMOHSTRAME COOS ANSINM M SECTION 472.027. FLORI[M SG1U6 I.R. C.M. . CONCRETE IOAMCNt RA& • RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S S MAIRE AND ORWRNL RAISED SM THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. • V2' IA../M 4296 KA • NON -RADIAL vP. • VITICSS POOR J. TITS SURVEY WAS PREPARED FROM TIRE p7tNTMA1pN FIRBOSNED To ENE SYlRVETOIt. THERE MAY ESE OTHER asnbcwNs RM PALL . POINT Eor8=11 NG CALL. • CALO"TrO PAC. . POINT OF COOEICCNCNT NO PRA - PERNIT RCFOIOCt IQRBONT Fr. . FIMSNEB FLOW 09VATION oft amm TINT AFFECT TOS PROPERTI: EA4. NO IMOFAOROUNO AtPROVEMENTS HAVE BEEN LOCATED UNIr55 OTHERWISE SHOWN. no SURVEY IS PREPARED FOR THE SOLE eDMM OF THOSE CLRnnw M AND SHOULD NOT BE RELED UPON BY ANY OTHER ENTITY. itCENTM[ E Nf. O NAIL L DISK BSL BUILDING SMACK LINE S. 6 oIMOHSNONS SHOWN FOR IRE IDGIDON Of OIPROYQ aM IIOMN S11qAD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ V • RIGHT -?-VAT BA BOCHMARK ESHT. - CASEMENT LL USE BEARING 7. BEARINGS. ARE aA ASSUMED DARw AND ON THE UNE SHOWN AS BASE SEARINO (B.B.) V" ATWW% IF SHOWN ARE BASED ON NATKMNL GEoww vEma DATUM OF 1929. LINIM OTNERNTSE NOTED. DRAM. • DRAINAGE UTIL. • UTILITY 9. CERiWGITE OF AURFORO'AMN No. 459& 0- M • OWN LINK FCNCE WOFC. - VOOD MCC STALE I____ BY: ••• C/ B • CONCRETE BLOCK P. C. - POINT Q CURVATIAC DATE ORDER NO. TANGENCY P.T. • POINT OP CERnnEo BY: A SC. . RADIUS SRIITION PLOT PLAN 11-13-17 4960-17 FORMBOARO FOUNDATION/ELEVS. 02-26-I8 1081-18 c CORD ANAL/ELEVS. 05-23-2018 2906-18 GL - CHORD KARIHO NORTH ' `\.L THIS BUILDINCIPROPERTY ODES NOT UE NIRIIN - —'LJ THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM'ES ' FS .RR. LS / 4801 4 14 IONS 'P MAP / 12117CO09OF (09-28-07) '