The URL can be used to link to this page

3893 Saltmarsh Lp 18-913; SFHCOUNTY OF SEMINOLE I _ q /3IMPACTFEESTATEMENT STATEMENT NUMBER: 18100001 DATE: February 16, 2018BUILDINGAPPLICATION #: 18-10000128 4301,60qBUILDINGPERMITNUMBER: 18.10000128 UNIT ADDRESS: SALTMARSH LOOP 3893 17-20-31-502-0000-1690 0,7,7 9© TRAFFIC ZONE:022 JURISDICTION• -( SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK. PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE LOT 169 SFR FEE BENEFIT RATE TYPE--------------DISTSCHED ................RATE______UNITS..-_TYPE.................. UNIT CALC UNIT TOTAL DUE ROADS- ARTERIALS CO -WIDE ORD Single Family Housing ROA"S-COLLECTORS N/A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing SCHQOLS CO -WIDE 54.00 1.000 dwl unit 54.00ORD Family Housing 51000.00 PARKS N/A 1.000 dwl unit 51000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAM CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THEMCOUNNT TYOBUILDINGYPERMIT ONUMBEREATOTHERTOPNLEFTOOFDTHISESTATEMENT. 1 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT nISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE 1 W FEB 1 6 2018— CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONlipApplicationNo: Documented Construction Value: S 3c>7 -5&J-60 Job Address: S M-SprA Historic District: Yes No Parcel ID: 17-20-31-502-0000-1t.Qga Wyndham Preserve Lot 149 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mange)@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: Street: 1405 Old Alabama Road, Suite.200 City, State Zip: Roswell, GA 30076 407-708-0161 Resident of property? : No Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Bbd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem B Kulp Phone: 215-046-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA 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 Sball be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code w t 3ck3 • — Revised: June 30,2015r> 0, 2015A 3 Permit Application Dzs. t. 1 TICS 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 constru tion and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name q 0 (,— b -.4. R —11 _aAaj2 Signature of NotaryState of Florida 0 Date Shayne Mange, NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 t91Expires 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [9 Electrical Ef Mechanical g Plumbing[ Gas[] Roof Construction Type: V 95 Occupancy Use: 9-3 Flood Zone: _)L -5c Total Sq Ft of Bldg: ZIa4k Min. Occupancy Load: 14 # of Stories: 2 New Construction: Electric - # of Amps 1 Sc7 Plumbing - # of Fixtures ( -1 Fire Sprinkler Permit: Yes[] No g # of Heads APPROVALS: ZONING: 31fv UTILITIES: CaZ]051131:1 k&I Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: I lC- 2-20-41RE: BUILDING: 5,f_3 -Z.6 -IS Ok to construct single family home with setbacks and impervious area shown on plan. ylo -b°'c iMP. Z26o 1;V`&%6oan - S t CtIZ Revised: June 30, 2015 Permit Application FEB 16 2018 t J Z CITY OF SANFORD P-I. BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3 g L 'SSnj,,A Historic District: Yes No Parcel ID: 17 20-31-502-0000-Ite9a Wyndham Preserve Lot I tpq Residential ® Commercial Type of Work: New ® Addition Alteration 11 Repair- Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 _Email:- Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greeriwood Blvd, Suite 124 Fax: 407-647-0700 City, State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kul p Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@rhUlhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFOR. IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TSE 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 bas commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FOC 1053 Sball be inscribed with the date of application and the code In effect as of that'date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S'Ig' 4J= Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Willets Print Contractor/Agent's Name p '/) I 4d R --haa4q0tv Signature of NotaryState of Florida Q Date Shayne Mangel pisPO NOTARY PUBLIC STATE OF FLORIDA Comm#GG113i1`I ires 6/21/2021 Contractor/Agsonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: Z WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application P O 8 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3893 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-1690 Phone Number: 407.647.3700 Email: 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 WPostj2i0i0i7 WFIRMi& adopt&ion=finished floor elevation 24" above BFE (Ordinance 4360) 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 W, the best available information used to determine the base flood elevation is: BP# 18-913 Reviewed by: Michael Cash, CFM Date: February 28, 2018 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y FL°R;D Landscaping in Right -of -Way www.santordn.gov Department of Planning 8h 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 -Nay. All requested information below as well as a current survey, site plan or plat clearly identifying the xao..m,nbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdorey=ft 1. Project Location/Address:3893 l_copr 2. Proposed Activity: Q Driveway Walkway M Other. 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction Of New SFR 1-1 Emergency Repairs This application is sub - d by: Ply ow1w. n Signature: Print Name: Address: 1064 Gree wood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax 407-647-0700 Email: Shayne.m=9eQsWY1 Vwrne&wm Date: hl O-1 Maintenance Responsibilitiesllndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, storrmwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right -of --way. 1 have read nd erstand the above statement and by signing this application I agree to its terms. Signature: Date: I" I& —1k This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Date: rm . w io ROW use D"veWay.Pdr REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: - S — 8 Project Name: Wyndham Preserve - Lot I b9 Project Address: J$11'tr SaPnford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . 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. Print Name f Ownerffenant Signature o wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Willets Print Nam of Gen. Contractor G SignaYur-eV Gen. Contractor CGC1522347 Gen. Contractor License # fit e rbroy Print Name of El. Contractor moi. - Signature of El. Contractor EI. Contractor License # o Progress Energy o Florida Power and Light on _/_/. LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I — I S l 9. I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC 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): Ca' The specific permit and application for work located at: 3$93A n4-dA StIvet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder; STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this jday of r(4 2001$, by _ Robert Willets who is o personally known to me or o who has produced as identification and who did (did not) take an oath. b -,_ (1 14,,r 'hA Qwi Signature Shayne Mangel I NMJvElv OTARY PUBLIC STATE OF FLORIDA Print or a name tj Comm# GG113111 Expires 6/21/2021 Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) i irrui rim urea uii irui eirri iui irri THIS INSTRUMENT PREPARED BY: i YtY I ttCCY Name: Star) ht Homes Florida LLC GRANT MALOY r SEMINOLE COUNTY Address: 1084 Greenwoo Blvd Suite 124 CLERY. OF CIRCUIT COURT t. COMPTROLLER BK ?070 Fe 541 (1F9s) NOTICE OF COMMENCEMENT RECORDEDTO?U1d6//201°111:26:40 AM RECORDING FEES $10.00 State of Florida RECORDED BY ,ier_kenro County of Seminole Parcel ID Number: 17-20-31-502-0000-) ta90 permit Number. The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance withChapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the proper and street address If available) Preserve,Wyndham GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Star11 ht Homes Florida LLC Address: 1405 Ad Alabama Road Suite 200 Roswell, GA 30076 NA Foe Simple Title Holder of other than owns) Name: Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Adder: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section T13.18(1)(b), Florida Statutes. Name: NA ' Address: NA Of In addition to himself, Owner Designates To receive a copy of the Uenor s Notice as Provided In Section 713.13(1)(bj, Florida Statutes. Expiration Date of Notice of Commencement (The explretlon date b 1 year from data Of recording unless a different date Is specified) _ yygRlVfAfG 70 OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCQMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYINOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDNoTWICEFORIONRTHEIMPROVEMENTS SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under pen Ides of per)ury, I declare that I have read the foregoing and that the facts stated In It are true to m nowledge nd belief. owners Printed He Dwners 81anaWro must elfin be nadoe of oonaacrcaneM and no one else maybe Pertnitled to sign U Na or her steadFloddaStaWe713.13(1)(p):' The owner ' State of County of n & The forego) Instrument wa ckn yAedged bef&M day of Who IS personally known to MD by Name of person meldng statement OR who has produced Identification typo of identification produced: 6hayne Mangel NOTARY PUBLIC 6TATE OF FLORIDA Nome Comm# GGj 13111 Expires 521/2021 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # Address: BUILDING PERMIT Min MaxMinMaxInspectionDescription 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence i REVISED: June 2014 t,ELEC RICAtL PERMIT.. r : =:4• _. . t.:• y ; -.., . ,..,• .r Min Max Inspection Description i 10 Underground Electric Mechanical Rough 10 Footer / Slab Steel Bond Plumbing Sewer 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final i I i i ILL" y.l •r ' .1r•+:+r •.k a .1_'Y7's• Nuc• (-'o»c.-1-:..r .:2_ Max Inspection Description Plumbing Underground Mechanical Rough Plumbing Tubset Plumbing Sewer Y'•mlvc:.rQ+•+ 7a -fm o..vv. w.. p•,: ;Mni:t?....,.x3'ei.'::.•.t!'.•.;,.r,:.y..;Cr'p•; •it'::•f_<;'tFl c•7"; ~r I f : a • 4 r. ;Y_%.'Yi is •"';ay%P';•n,•^,••• i - M..+u, Cvv NICAI, PER1VI hT "' " 1 _..R_ _ty_'d.:x'i_"• -!. :.3..- .i:+•r.•t.}it5 4 .fit•• .iti:_iS:• Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i i RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 169 - 2260 SR Builder Name: Starlight Homes Street: 3893 Saltmarsh Loop State, Zip: Permit Office: SirYleounty^ USANFORDCitySanford , FL , 32773 o l PermitNumber: Owner: Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2502.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1324.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area above grade (ft') 2260 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(191.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 452 a. U -Factor: Dbl, U=0.34 150.00 ft' SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heal Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.258 14. Hot water systems 8. Floor Types (1324.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 275.00 ft' None c. other (see details) R= 47.00 ft' 15. Credits Pstal Total Proposed Modified Loads: 63.14 Glass/Floor Area: 0.085 PASSTotalBaselineLoads: 65.79 1 hereby certify that the plans and specifications covered by Review of the plans and STAT. this calculation are in compliance with the Florida Energy specifications covered by this O- tttE Code. calculation indicates compliance with the Florida Energy Code. hull : _ .•,', • ;,, PREPARED BY: Before construction is completed ri ' 01 DATE: this building will be inspected for i'I a compliance with Section 553.908 t I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ ode. G'Op WT. OWNER/AGE 'BUILDING OFFICIAL: DATE: 01 ro 6 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 On for whole house. 1/19/2018 12:40 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 1/19/2018 12:40 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot 169 - 2260 SR Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2260 Lot # 169 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3893 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2260 19508.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 1002 9318.6 Yes 5 1 1 Yes Yes Yes 2 Floor 2 1258 10189.8 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Floor 1 109.3 ft 0 1002 ft' 0 0 1 2 Raised Floor Floor 2 ---- -_- 47 ft' 0 0 0 1 3 Floor over Garage Floor 2 ---- 275 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1481 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1324 ft' N N 1/19/2018 12:40 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 1/19/2018 12:40 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 CEILING Ceiling Type Space Ft -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1324 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below A amt Tn Wall Type R.\/alUe FlIn Et In Area R-V21ne Fraction Ahgor rra 1 E Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 33 6 9 5 315.5 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 7 3 9 5 68.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 47 0 8 1 379.9 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 40 6 9 5 381.4 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 S Garage Frame - Wood Floor 1 13 27 9 9 5 261.3 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S Wood Floor 1 None 39 3 6 10 20.5 ft' 2 S Wood Floor 1 None 39 2 10 6 10 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 2 None low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 2 S 3 None Low -E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 3 S 3 None Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 ft 0 in None None 4 N 7 None Low -E Double Yes 0.34 0.26 N 60.0 ft' 1 ft 0 in 1 ft 0 in None None 5 N 8 None Low -E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 N 8 Vinyl Low -E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 411 ft' 411 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000384 2276 124.95 234.98 3451 7 1/19/2018 12:40 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 1/19/2018 12:40 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block. Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 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 Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ftT DUCTS V # Supply -- Location R -Value Area Return --- Air Location Area Leakage Type Handler CFM 25 TOT CFM25 OUT QN RLF HVAC # Heat Cool 1 Attic 6 452 ft' Floor 2 113 ft' Prop. Leak Free Floor 2 cfm 67.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ian M:r Venting Jan lx Feb X Mar Feb r Ceiling Fans: Apr Jun n JJulul lX AugpriMayriJA Se lX Sep EX Oct ov Oct X Nov Dec JXJDec Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 Hours 4 5 6 7 8 9 10 11 12 Cooling (WD) Cooling (WEH) Heating (WD) Heating (WEH) AM 78 PM 80 PPM 78 AM 66 PM 68 AM 66 PM 68 78 78 80 78 78 78 66 66 68 68 66 66 68 68 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 66 66 68 68 68 68 68 68 78 78 78 68 68 68 68 80 78 78 68 68 68 68 80 80 78 78 78 78 68 68 68 66 68 68 68 66 80 78 78 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 47 0 0 1 - Electric Heat Pum 1 -Central Unit 1/19/2018 12:40 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3893 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1212.50 ft' b. Concrete Block - Int Insut, Exterior R=4.1 1028.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 261.31 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1324.00 ft' 6. Conditioned floor area (ft) 2260 b. N/A R= ft' 7. Windows- Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.34 150.00 ft' 11. Ducts a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R ft' 6 452SHGC: SHGC=0.26 b. U -Factor: Dbl, U=0.58 41.00 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 36.0 SEER:14.00 SHGC: d. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heal Pump 36.0 HSPF:8.20 Area Weighted Average SHGC: 0.258 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1002.00 R a. Electric Cap: 50 gallons b. Floor over Garage R=19.0 275.00 ft' EF: 0.95 c. other (see details) R= 47.00 ft' b. Conservation features None 15. Credits Pstat 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 compliant features. Builder Signature: V Date: I (,-DI 17 Address of New Home: 3BSi32,1K" J Lmo City/FL Zip: 30.4_zm" tFt- Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 12:41 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 1/19/2018 543 Shepherd Ave Structure XFOB Value HICK SINGH. CI . - ORANGE COUNTY PROPERTY APPRAISER 01 - Single Fam Residence Results Gross Area: 4345 sqft Type Code: Signup for e -Notify... Beds: 4 Q Searches C Sales Search Q Property Record Card My Favorites 543 Shepherd Ave < 05-22-30-8503-00-010 I of 1 - Click To Vlew 0 U Ioad... eys.o $re. t Adds.. Floors: 2 Erickson Marsha W Schreur Tr 543 Shepherd Ave i 1 tLailinq Address On File 543 Shepherd Ave Po;tal Gtv and Zpcodc Winter Park, FI 32789 i N... Winter Park, FL 32789-3972 Prorerr; ;4 Incorrect Mailing Address? 0104 - Single Fam Class IV Winter Park View 2017 Property Record Card Property Features 11 Values, Exemptions and Taxes11 Sales Analysis11 Location Info11 Market Stats Update Information 2018 values will be available in August of 2018. Property Description Yew Plat SYLVAN PARK REPLAT 0/58 LOT 1 & N 29.1 FT OF LOT 2 Total Land Area 11,788 sqft (+/-) 1 0.27 acres (+/-) GIS Calculated Notice Land and Use Code Zoning Land Units Unit Price Land Value Class Unit Price Class Value 100 -Single Family R-tA 1 LOT(S) working— working... working... working... Page 1 of 1 (1 total records) Buildings Important Information Dale Built Structure XFOB Value FPL2 - Average Fireplace Model Code: 01 - Single Fam Residence Actual Year Built: 1989 Gross Area: 4345 sqft Type Code: 0104 - Single Fam Class IV Beds: 4 Living Area: 3707 sqft Building Value: working... Baths: 3.5 Exterior Wall: Wood Frame Stucco Estimated New Cost: working... Floors: 2 Interior Wall: Drywall Page 1 of 1 (1 total records) Extra Features Description Dale Built Units XFOB Value FPL2 - Average Fireplace 01/01/1989 1 Unit(s) working... PT3 - Patio 3 01/01/1989 1 Unit(s) working_ WLDC - Wall Dec 01/01/1989 45 Units) working— Page 1 of 1 (3 total records) This Data Printed on 01/19/2018 and System Data Last Refreshed on 01/18/2018 http:/twww.ocpafl.org/searches/ParcelSearcli.aspx 1/1 2017 - AIR BARMER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 169 - 2260 SR Builder Name: Starlight Homes Street: 3893 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The idropped ceiling/soffitinsulationnanypp9 /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be seated. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Ds. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oop*na and wifina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sori kler cover Mates and walls or c6lonas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/19/2018 12:41 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR -BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 169 - 2260 SR Builder Name: Starlight Homes Street: 3893 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford. FL , 32773 Permit Number: Design Location: FL. Sanford Jurisdiction: Cond. Floor Area:: 2260 sq.ft. Cond. Volume: 19508 cu ft. Envelope Leakage Test Results Regression Data: C: 511 Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. 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 ... 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 individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 heal recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/19/2018 12:41 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. 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 ... 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 individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 heal recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 1/19/2018 12:41 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 169 - 2260 SR Builder Name: Starlight Homes Street: 3893 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford , FL . 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Dud Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2260 House Duct System Total Conditioned Floor Area) Leakage Qn,0u0* Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1/19/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 0, -THE ST,g7 O rr 1/19/2018 12:41 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Job: Starlight - Wyndham Wrightsoft• Project Summary Date: 6/16/2017 Entire House By: Energy Air, Inc n Plan: 2260 S Magellan 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886.3729 Email, GRenner@energyair.com Web: www.energyair.com For: Lot 169 - 2260 SL, Starlight Homes 3893 Saltmarsh Loop, Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 17353 Btuh Ducts 2176 Btuh Central vent (47 cfm) 1319 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 20848 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area (ftp) H 2310 Co2310 Volume (ft') 20003 20003 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 137 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO360000B AHRI ref 8068612 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF Backup: 8.2 HSPF 33800 Btuh @ 47°F 93 OF 1105 cfm 0.057 cfm/Btuh 0.50 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Equipment latent load Relative humidity 50 Moisture difference 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15512 Btuh Ducts 3236 Btuh Central vent (47 cfm) 900 Btuh Outside air cfm/Btuh Static pressure Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19648 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 314 Btuh Central vent (47 cfm) 1382 Btuh Outside air Equipment latent load 4769 Btuh Equipment Total Load (Sen+Lat) 24417 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO360000B Coil FB4CNP036L AHRI ref 8068612 Efficiency 11.7 EER, 14 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual air flow 1105 cfm Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.80 Input = 5 kW, Output = 16034 Btuh, 100 AFUE Bold/Jtallc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.28 RSU025M 2018 -Jan -19 tZPa 40 9 14CCA ...Speck\Wyndham Preserve\Lot 169 - 2260 SR.n,p Calc = MJ8 Front Door faces E wrightsoft, Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyair.com Web: wmw.energyair.com For: Lot 169 - 2260 SL, Starlight Homes 3893 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight - Wyndham Date: 6116/2017 By: Plan: 2260 S Mayellpn Design Conditions Equipment type: Split ASHP Outdoor design DB: 92.6°F Sensible gain: 19648 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.9°F Latent gain: 4769 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 24417 Btuh Indoor RH: 50% Estimated airflow: 1105 cfm Manufacturers Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Sensible capacity: 23961 Btuh 122% of load Latent capacity: 6713 Btuh 141 % of load Total capacity: 30674 Btuh 126% of load SHR: 78% Design Conditions Outdoor design DB: 44.2°F Heat loss: 20848 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000B+FB4CNP036L Actual airflow: 1105 cfm Output capacity: 33800 Btuh 162% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1105 cfm Output capacity: 4.7 kW 77% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. 2018 -Jan -19 12:44:40 wrightsoft• Right -Suite® Universal 2017 17.0.28 RSU025M Page 1 ACC= ...Speck\Wyndham Preserve\Lot 169 - 2260 SR.rup Celc - Wit Front Door faces: E Duct System SJob: Starlight -Wyndham wrightsoft• y Summary Date: 6116/2017 Entire House By: Energy Air, Inc _ , „ Plan: -2260 S Magellan 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-8863729 Email: GRenner(denergyaircom Web: wmv.energyair.com For: Lot 169 - 2260 SL, Starlight Homes 3893 Saltmarsh Loop, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.136 in/100ft 1105 cfm 206 ft 7 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Beth 2 c 118 6 7 0.162 4.0 Ox 0 VIFx 27.8 145.0 st1 Bed 4 c 1369 75 81 0.185 6.0 Ox 0 VIFx 21.5 130.0 st2 eed2-A h 1770 100 97 0.162 7.0 Ox 0 VIFx 32.6 140.0 st1 Foyer -A h 2907 164 89 0.175 8.0 Ox 0 VIFx 19.6 140.0 st1 Laun c 737 4 43 0.268 4.0 Ox 0 VIFx 9.3 95.0 Lott c 2291 125 135 0.284 7.0 Ox 0 VIFx 3.5 95.0 bat c 186 5 11 0.186 4.0 Ox 0 VIFx 20.3 130.0 st2 br3 c 1411 74 83 0.183 6.0 Ox 0 VIFx 22.7 130.0 st2 kit -tem h 3497 198 188 0.136 9.0 OX 0 VIFx 41.0 165.0 st3 kit -fam-A h 3497 198 188 0.137 9.0 Ox 0 VIFx 39.3 165.0 st3 m be c 384 20 23 0.241 4.0 Ox 0 VIFX 16.0 100.0 m br C 1783 94 105 0.245 6.0 Ox 0 VIFx 14.4 100.0 We c .443 22 26 0.172 4.0 Ox 0 VIFx 28.1 135.0 st2 vAc3 c 72 2 4 0.188 4.0 Ox 0 VIFx 19.3 130.0 st2 wlc4 c 432 18 25 0.179 4.0 Ox 0 VIFx 26.0 130.0 st2 Bold/italic values have been manually overridden 2018 -Jan -19 12:44:40 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 o CC% ...Speci icWlyndham Preserve\Lot 169 - 2260 SR.rup Cale = W8 Front Door faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 666 568 0.136 623 14.0 0 x 0 VinlFlx st2 Peak AVF 196 231 0.172 522 9.0 0 x 0 VinlFlx st3 Peak AVF 396 376 0.136 504 12.0 0 x 0 VinlFlx st1 Bold/italic values have been manually overridden 2018 -Jan -19 12:44:40 wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 Page 1 o CC% ...Speci icWlyndham Preserve\Lot 169 - 2260 SR.rup Cale = W8 Front Door faces: E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam, . in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk W Ox 0 1105 1105 0 0 0 0 Ox 0 VIFx wrightSOW Right -Suite® Universal 2017 17.0.28 RSU02534 ACCK ...Specific\Wyndham Preserve\Lot 169 - 2260 SR.rup Calc - W8 Front Door faces: E 2018 -Jan -19 12:44:40 Page 2 CVTW Level 1 Job #: Starlight - Wyndham Performed for: Lot 169 - 2260 SL 3893 Saftmarsh Loop Sanford, FL 32773 Energy Air, Inc M 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 wwwenergyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.28 RSU02534 2018Jan-19 12 45 05 m Preserve\Lot 169 - 2260 SR.rup level 2 AHU ON METAL STAND 3.0 TON 240V /5KW HP m br 10x6 105 cfm 18 x 8 Loft 8x4 8x4 23drn ax4 24x18 12x6 43 1105 cfm 135 cfm SupCf p 4„ 7,.14„ 6 a Laun 4 „ E TR Yba 4 26 cfm cWIC g" 6.. 41. 1 10x6 10x6 83 cfm 14 x 681 cfm x6 bra Bed4 604 VTR n CFM Job M Starlight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 2 Lot 169 - 2260 SL 5401 Energy Air, Ct RightSuite® Universal 2017 3893 Saltmarsh Loop OrlandoFL 32810 17.0.28 RSU02534 Sanford, FL 32773 2018 -Jan -19 12:45:05 Phone: 407-886-3729 ...m Preserve%Lot 169 - 2260 SR.rup www.energyair.com GRenner@energyair.com 1* I IS z26c) %Yike N LOT = to om o 1002 SQ.FT. NZ 'D ENTRY = 48 SQ.FT. IIs`o PATIO = 100 SQ.FT. WALKWAY = 0 y A/C PAD = d IMPERVIOUS= CL SOD - WW_ avet to 1,000 SQ.Fr. o 114 SQ.Fr. m3 V O 0 co 126 SQ.FT. N AREA = z DRIVEWAY = 0 C SIDEWALK - 0 SOD - 0 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. WYNDHAM PRESERVE LOT 169 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 5' LOT AREA CALCULATIONS LOT = 4,400 SQ.FT. LIVING AREA= 1002 SQ.FT. GARAGE = 411 SQ.FT. ENTRY = 48 SQ.FT. DRIVEWAY = 405 SQ.Fr. PATIO = 100 SQ.FT. WALKWAY = 84 SQ.FT. A/C PAD = 9 SQ.FT. IMPERVIOUS= 46.8 X SOD - 2,341 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,000 SQ.Fr. APRON = 114 SQ.Fr. SIDEWALK = 200 SQ.FT. SOD = 126 SQ.FT. TOTAL AREA AREA = 5,500 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK - 284 SQ.FT. SOD - 2,467 SQ.FT. WYNDHAM PRESERVE - LOT 169 PLOT PLAN LOT 167 LOT 166 5` N89'40'51 "E 2 40.00' NORTH BOUNDARY L/NE OF LOT 769 LOT 169 AREA = c 9 "' 4,400 S.F. ± "' AA C 10.0 PAD p PAT10 O O 6.U- LJ 16.0 1 2.0' 6.v 28.0 PCP-Permonent Control Point 0 -Description FP&L -Florida Power & tight P _Plat PROPOSED D.B. -Deed Book Water Meter 2 STORY RESIDENCE Da -Water Valve P.B. -Plat Book 3893 SALTMARSH Pg. -Page RC® -Reclaimed Water Meter LOOP Ra;D4-Reclaimed Water Valve LOT 168 2260 MAGELLAN BP Brock Paver n ELEVATION - S r; FFE -Finished- Floor Elevation GARAGE - RIGHT CI -Curb InletGuy O GTI -Grote Top Inlet O' FFE= 30.3 6.01 7.3 RCP -Reinforced Cone. Pipe Z PORC NCS -No Comer Set (Falls in Water) n SF-Squore Feet ENHo -Electric Handhole D.U.E.-Droino a Utility Easement Coo -Clean OutFMGD-MAG NAI do DISK 20.7 6.0' Description I Date I Dwn.ICk'd I P.C.IOrder No. oo LB-Lice, gdwpmen LEGEND:ADUSSD-Access Droino a Utilities SidewalkBusine/ 9ss // BFP-Backflow Preventer Sight Distance Easement S Survey PRM anent Ref. Monument R -Reported PCP-Permonent Control Point 0 -Description FP&L -Florida Power & tight P _Plat FFE -Finish Floor Devotion D.B. -Deed Book Water Meter O.R.-Official Records Book Da -Water Valve P.B. -Plat Book Cr -Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev.-Elevation Ra;D4-Reclaimed Water Valve Cone. -Concrete M -Coble Box BP Brock Paver M -Telephone Box SW -Sidewalk El -Electric Box FFE -Finished- Floor Elevation 0 —Utility Pole CI -Curb InletGuy Pole GTI -Grote Top Inlet tight Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overheod Utilities PVC -Polyvinyl Chloride O -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) D jonitory Sewer Manhole SF-Squore Feet ENHo -Electric Handhole D.U.E.-Droino a Utility Easement Coo -Clean OutFMGD-MAG NAI do DISK X"4 -Irrigation Control Valve P.K.-Parker Kolon Nail I' -Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SAD -Set P.K. do Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod L87768 11-Existing Grade FIP-Found 1/2" Iron Pipe LB7768 CI -Blow -off Valve FPKD-Found P.K. Nail do Disk 197768 --_-Drainage Flow Direction FCM-Found 4'x4" Concrete 0 -Proposed Design Grade Monument Monument PRM LB7778 e,/ Grad Note: Some items in above leaen may not be aoo icablel Description I Date I Dwn.ICk'd I P.C.IOrder No. w a in 3 CL0 16.0' a a v V, . . ol- c' 1 af- nn * : 1 4_ S89'40'S1 PROPOSED 5' . CONC SIDEWALK LOT 165 1? l,e-gt3 Z0NINi' )AT5_3 (D (8 Ok to construct single family home with setbacks and impervious area shown on plan. t•lllo• 8 `ta lime • ZZto o IKa -e 11 an - S, CTf, LOT 170 O O 10' UTILITY EASEMENT (P' corlc CURB-" SALTMARSH LOUPN pOp 5 RIGHT—OF—WAY ROAD) /1 YPCPPRIVATEROAD) v 555.98' S89-40-517 CENTER LINE BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. SURVEYOR'S NOTES: 1. Current title information on the subject property hod not been fumished to GeoPoint Surveying, Inc. of the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were token from engineering plans and ore subject to survey. 3. Devotions shown hereon ore in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades do finished floor elevations shown hereon are from the construction pion for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 5. This Plot Pion is subject to matters shown on the construction plans for *WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed infonnotion shown based on proposed/ supplied plan and/or instructions per client (not field verified) phi1t ,. -tQNLY J es D.'Levif ei S '• << c IDA PROFESSIONAL',SURVEYOR' do MAPPER NO. LS6915 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Mop Panel Number 12127C -0765H. in Flood Zone "X" DESCRIPTION: LOT 169, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. , Drown: JE Checked: JDL P.C.: Data File:BrimnW-Plat Date:01/23/18 Dwg:Br=nW-1ot169 Order No.: — oER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: — SL n 0 v 0 RECORD COPY Pon NOR P,XLLMIE5TrW ELECTRIC Starlight Homes 2260 Magellon LOAD CALCULATION December 12, 2017 1. HVAC LOADS INEC 2014 - 220.82(QQ - (4)1 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.50 TON 6.30 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4. KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.97 KVA TOTAL LOAD FOR COMPRESOR @ 100% 6.30 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 11.29 KVA 11. GENERAL LOADSINEC2014-220.82(Bl(Il-(411 LIGHTING 2260 Sq Ft @ 3VA/Sq. Ft 6.78 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA 1 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER 1.20 KVA 1 0.8 DISPOSAL(I) 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) OuILD(/yG112RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 7.2 SUMMER KITCHEN/JENAIR SANFORD 1 2.5 MICROWAVE CIRCUIT O 1 F OgRTM 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL e 7.2 30AMP POOL CIRCUIT 8 - 7 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 37.28 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.91 KVA SUB -TOTAL (GENERAL LOADS) INEC2014-220.82(B)l 20.91 KVA HVAC LOADS 11.29 KVA GENERAL LOADS 20.91 KVA TOTAL DEMAND LOAD INEC 2014 - 220.82(A)l 32.20 KVA MINIMUM SERVICE SIZE 134.16 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical,'1l5;Q Amp ElectricA.Diagram,. A mIp Mam1 i1 2QV/ 24'gV . RECORD COPY T,ypiea_'I 1;5,O Am'p Interior Ran'el e%IL044 SANFpRD o AgRTM` 18-913 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: W PO169 - W PO169 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Project Name: WPO169 Model: 2260 Tampa, FL 33610-4115 Lot/Block: 169 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date I No. I Seal# Truss Name Date 1 IT12949805 A16 1/12/18 118 IT12949822 EN2 11/12/18 I 12 I T12949806 I A2 11/12/18 119 I T12949823 I HJ7 1 1/12/18 I 13 I T12949807 I A3 11/12/18 120 I T12949824 I V3 11/12/18 1 14 I T129498081 A4 11/12/18 121 I T12949825 I V5 11/12/18 15 I T1 2949809 1 A5 1 1/12/18 1 16 I T12949810 I A6 11/12/18 1 17 I T12949811 I A7G 11/12/18 1 18 1 T12949812 I B1 GE 1 1/12/18 1 19 I T12949813 I B2 11/12/18 1 110 1T12949814 I B3 11/12/18 1 111 I T12949815 I B4 11/12/18 1 112 I T1 294981 6 1 CJ 1 11/12/18 1 113 I T12949817 I CJ3 11/12/18 1 114 I T12949818 I CJ5 11/12/18 1 115 IT12949819 1 EJ7 11/12/18 1 116 IT12949820I EJ7G 1/12/18 J 117 IT12949821 1 EN1GE 11/12/18 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should'verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. D 8_913 VF<i O G NSFE .. No 68182 o * cr STATE OF i off O R O P fit Joaquin a PE No.68182 Mlrek U Im FL Cert 6830 6904 Pa East Blvd. Tampa FL 33610 January 12,2018 Velez, Joaquin 1 of 1 AIG Hip Girder 712949805 Jets FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57:46 2018 Page 1 I D:75SJeCO8yO W 2itGVr5nBLly96Pw-ruw29zRmlwcg7as8lcPhVANoM91pOalKbatU_Ozw5HJ 1 0.0 3.9.14 7.0.0 11.8.9 I 16.3.7 21.0.0 24.2.2 28-40 29 0.0 1 0 0 3 9.14 32.2 4.8 9 4-6.13 4-8 9 3 2.2 3-9-14 140 Scale = 1:48.9 5x8 = 20 II 3x8 = 06 = 5.00 12 4 18 19 5 20 21 6 22 23 7 Sx8 = st 1 0 24 25 10 26 14 27 "' 28 29 5x6 = 2x4 II 3x4 = 5x8 = 4x10MT20HS= 20 II 3x8 = 20 II LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 TCDL 7.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 BCDL 10.0 Code FBC2014/TP12007 Matrix -SH DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) Well Ud 0.34 13-15 >983 240 0.79 13.15 >422 180 0.22 9 n/a Na PLATES MT20 MT20HS Weight: 141 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - Is always iegidred lot statAlly and to p iovent cotlgx;0 wllh possible personal it*" and pooped damage. Fop general gutddnco negad ing the kkrlCallpn, storage, dolNory. erection and tracing of 1nRsas and Inns syslem; seeANSI/TPI I Quality Criteria. DSB49 and SCSI ButidComponent Parke Eat Blvd6904P6904Plng TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4.7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9.5 oc bracing. BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2106/0-3-8, 9=2106/0-3-8 Max Horz 2=46(LC 31) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (Ib) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-4669/1511, 3-4=-4546/1537.4-5=-5409/1845,5-6=-5409/1845.6-7=-4245/1452, 7-8=-4547/1536,8-9=-4668/1511 BOT CHORD 2.17_ 1362/4227, 16.17=-1362/4227, 15.16=-1344/4207, 13-15=-1756/5409, 12-13=-1756/5409,11-12=-1344/4226,9-11=-1344/4226 WEBS 4-16=-80/583, 4-15=-482/1464, 5-15=-526/322, 6.13=0/383, 6-12=-1432/474, 7.12=-310/1282 NOTES - 1) Unbalanced rool live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=1511; Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other five loads. 6) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 Ib uplift at joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 Ib down and 206 Ib up at 7-0-0, 111 Ib down and 110 Ib up at 9-0-12, 111 Ib down and 110 Ib up at 11-0-12, 111 Ib down and 110 Ib up at 13-0-12, 111 Ib down and 110 Ib up at 14.11-4, 111 Ib down and 110 Ib up at 16-11-4, and 111 Ib down and 110 Ib up at 18.11-4, and 211 Ib down and 206 Ib up at 21-0.0 on top chord, and 339 Ib down and 112 Ib up a1 7-0-0, 85 Ib down at 9-0-12,85 Ib down at 11-0-12, 85 Ib down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16.11-4, and 85 Ib down at 18-11.4, and 339 Ib down and 112 Ib up at 20.11-4 on bottom chord. The design/selectlon of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WARNING • VerUy dssl0n pantmetw* and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M114473 rev. 10924015 BEFORE USF - Design valid lot use only wpm Mllek6 conneclors. this design Is bossed only upon txsarneters drown. and 1s ton an Individual buWing component, not gn Ixaaefois arta prdryxerly Incorpotate inks design Into the oveu>tiatrusssystem. Before use. tho building deslgtwi must verify Imre ol)OIcalAlly of dodm building design. Bracing Indllcaled K to ptovent txtclding of Inx9vldudri Russ web and/or chord members orgy. Additional temporary and penndnenl rxacing WOW Is always iegidred lot statAlly and to p iovent cotlgx;0 wllh possible personal it*" and pooped damage. Fop general gutddnco negad ing the kkrlCallpn, storage, dolNory. erection and tracing of 1nRsas and Inns syslem; seeANSI/TPI I Quality Criteria. DSB49 and SCSI ButidComponent Parke Eat Blvd6904P6904 Plng lable from imus ate Inslikile. 218 N. lee Street. Suite 312, Alexandrim VA 22314. Safety Information drvdR FL 33610 Job Truss Truss Type Oty Ply WP0169 a puss system. Below use. the building designer must verify the "Icablity, of design parai neters and piopeily Incoglorato this design Into the overall building design. Malcing kx9atoted is to buckling of IndNWual Inrss web aril/os Chad members orgy. A[kllllonal lernWary and permanent hrocktg M iTe k' provenl Is always regaled for slobtilly and to prevent collapse wtih possll)le personal Injury and properly damage. Fa general guidance tegan9np the T12949805I WPO169 r AIG Hip Girder 1 1 I Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 9.130 S Sep lb z01 I MI I eK mauslrles. Inc. rn Jan lz lz:br:49 zvlu rage z ID:75SJeCOByOW 2itGVr5nBLly96Pw•ruw29zRmlwcg7as8lcPhVANoM91pOafKbalV_Ozw5HJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-4=-54,4-7=-54, 7-10=-54, 2.9=-20 Concentrated Loads (Ib) Ven: 4=-164(F) 7=-164(F) 16=-339(F) 12=339(F) 18=-111(F) 19=-111(F) 20=-1 1 1(F) 21=-I11(F) 22=-111(F) 23=-1 1 1(F) 24=-61(F) 25>61(F) 26=-61(F) 27=-61(F) 28= -61(F)29= -61(F) 0 WARNING - Verily design pmnivrers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1110-7,173 rev. IW302015 BEFORE USE Design valid for use only with MllekV connectois this design K bored only upon pmamelers shown. and Is for an Individual buldtrl0 componenl, nor a puss system. Below use. the building designer must verify the "Icablity, of design parai neters and piopeily Incoglorato this design Into the overall building design. Malcing kx9atoted is to buckling of IndNWual Inrss web aril/os Chad members orgy. A[kllllonal lernWary and permanent hrocktg M iTe k' provenl Is always regaled for slobtilly and to prevent collapse wtih possll)le personal Injury and properly damage. Fa general guidance tegan9np the faLdcotkm, stooge. delivery. aecllon and bracing of trusses and Inns systans, "ANSI/IPI I Ouatily Criteria. DS"9 and SCSI Building Component 6904 Perks East Blvd Tompe. FL 33610SafetyInformationalvallc"o from truss Rate trxtikrie. 218 N. Lee Slreef. Wie 312. Alexandria. VA 22314. Truss (Truss Type A2 Hip II 1 Job Refer s Sep 15 2017 4x6 = 3x4 = 4x6 - 4 5 6 T12949806j 12 12:57:47 2018 Page 1 SIY6slAW UpEc2XSzw5Hl D 29.0 0 1 '1.00 Scale = 1:48.9 3x6= 1.9x6= 3x8= 4x6 = 3x8 = LOADING (psl) SPACING- 2-0-0 CSI. Design valid la use only with Mllek0 connectors. lark design Is based only upon paaneters stnown, cowl is fa an hdly"xg Wilding component. not DEFL. in (loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.17 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Soley IMormoBon avaiic"e Iron) Truss Plate I nstlhute, 218 N. Lee Street, Srrlte 312, Nexandilo. VA 22314. Vert(TL) 0.48 10-12 >699 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz( L) 0.10 8 n1a We BCDL 10.0 Code FBC20141TP12007 Matrix -SH Weight: 129 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0-3-8,8=1087/0-3-8 Max Horz 2=58(LC 12) Max Uplift 2=-278(LC 8), 8=-278(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2104/1265,3-4=-1846/1103, 4-5=-1681/1057, 5-6=-1681/1057, 6.7=-1846/1103, 7.8=-2104/1265 BOT CHORD 2-12=-1052/1894, 10.12=-979/1877, 8.10=-1061/1894 WEBS 3-12=-282/313,4-12=-254/508, 5-12=-342/220, 5.10=-342/220, 6.10=-254/508, 7-10=-282/313 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.0psf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterlor(2) zone, cantilever lett and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 Ib uplift at joint 2 and 278 lb uplift at joint 8. jdl V Q WARNING - Vodly design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M67473 rev. 10'0.72015 BEFORE USE Design valid la use only with Mllek0 connectors. lark design Is based only upon paaneters stnown, cowl is fa an hdly"xg Wilding component. not o truss system. Below uso. tho building deslgrxn must verily the oppllcablly of design poianoters and property l ncorpaote this design Into the overall building design. Nocing Indicated Is to buckling of IrdNk/ual Inuss web and/a chord members only. Addillonal lernporay and permanent bacing WOWprevent 6 always required for statwlly and to prevent collapse with possible personal it*" and property danogo. ra general gt/dance regading the 6804 Parke East Blvd. labdcalkxi storage, delivery, eaecllon and bracing of Immes and truss systorns, seeANSI/IPI I Quality Criteria, DSB-87 and SCSI Building Component Tempo. FL 33610SoleyIMormoBonavaiic"e Iron) Truss Plate I nstlhute, 218 N. Lee Street, Srrlte 312, Nexandilo. VA 22314. Job Truss Truss TypeOty Ply I W P0169 1 WP0169 ' A3 Hip 2 1 I 712949807 Job Reference (optional) Buildeis FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12:57.48 2018 Page 1 I D:75SJeC08yOW 2itGVr5nBLly96Pw•nG2oa1S1 gXsONIOXOI S9abSGhyYOUaCd2uMb3vzw5HH 1.0.0 5.23 11.0.0 _ 17.0.0 22.9.13 28.0.0 29.0.0, 1.0 0+ 5.2.3 5.9.13 6.0.0 5-9.13 i 52.3 1.0 0 Scale = 1:48.9 5x8 = 4X6 = 4 5 3x6 = w 11 , 0 3x6 = 2x4 II 30 = 3x4 3x8 = 2x4 11 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud TCLL 200 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.11 12 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.28 12-13 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 7 rVa We BCDL 100 Code FBC2014/TP12007 Matrix -SH LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1087/0-3-8,7=1087/0-3-8 Max Horz 2=-70(LC 13) Max Uplift 2=-273(LC 12), 7=-273(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2213/1314, 3-4=-1669/1033,4-5=-149211016. 5-6=-1670/1033, 6-7=-2213/1314 BOT CHORD 2 -13= -1105/1986,12-13=-1105/1986,10.12=-718/1492,9-10=-1118/1985, 7.9=-1118/1985 PLATES GRIP MT20 244/190 Weight: 136 Ib FT = 20% Structural wood sheathing directly applied or 3-9-0 oc purlins. Rigid ceiling directly applied or 5-6.10 oc bracing. WEBS 3.12=-542/429,4-12=-115/372, 5.10=-114/372,6-10=-541/429 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; 8CDL=3.Opsl; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterlor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273 Ib uplift at joint 2 and 273 lb uplift at joint 7. j2 Q WARNING • Vorly daaryn panmafen and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rov. 10903/2015 BEFORE USE. Design valid for use only wllh Milok® connectors. Inls design Is based orgy tOxxl parameters shown. and Is lot au IndMdualbtlding component, not o puss syslein. Beloie use. the bulking designer must vo4ty the cW cablily of design lxYanoteis and Ixopeily incotpoiate Ihh design Into the overall buldkig design. Bsachg Indicated Is to bucklihy of IndIVI tKl tnrss web and/of chord rnerMxrrs orgy. Additional lemporary and permanent bacbV MiTe k' prevent Is always iegsbed for slab611y and to prevent collarze Win possible personal rdur and Ixopedy damage. For getxnal guidance tegading me kixlcullorx storage, delivery, erection and Ixacing of IRraeS and miss systems seeANSI/1PI l Quality Crlterb, DSB-89 and SCSI Building Component 6904 Perks Easf Blvd. Solely Information avcBable from liuss Rate Instlfrde. 218 N. Lee Streel, SUte 312, Alexandria, VA 22314, Tempo. FL 33610 Job Truss Truss Type Oty Ply WP0168 T12949B08 W POI69 A4 Hip 2 1 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 Job Reference (optional)i Builders FirstSource, Tampa, Plant City, Florida 33566 a.73V s Sep lb zui i Mirex mausmes, mc. rn 3an rz rz:ar: tF ce io Faye r ID:75SJeCOByOW2itGVr5nBLly96Pw-FTcBn?Tlbr F_tblzkzO7o?OZMrSD?omHY58bLzw5HG 1.0.0. 7.7.12 13.0 0 15 0.0 20.4.4 28.0.0 29.0.0 1.0.0= 7.7.12 54.4 i 2.0.0 5.4.4 7.7.12 1-40 06 = 4x6 = Scale = 1:48.9 3x6 = ,u ,. ,.. 3x6 = 2x4 11 3x4 = 30 = 3x4 20 11 6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Wall Ud PLATES GRIP TCLL 20.0 6904 Parke East Blvd. Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.34 2-13 >990 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 132 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling dlfectly applied or 5.5.13 oc bracing. WEBS 20 SP No 3 REACTIONS. (Ib/size) 2=1087/0.3.8, 7=1087/0-3-8 Max Horz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1243, 3-4=-1466/971, 4.5=-1297/945, 5.6=-1466/971, 6-7=-2075/1243 BOT CHORD 2.13=-1011/1840, 12-13=-1011/1840, 10-12=-598/1297, 9-10- 1018/1840, 7-9=-1018/1840 WEBS 3-13=0/300, 3.12=.678/494, 4-12=-223/378, 5-10=-223/378, 6.10=-678/494, 6.9=0/300 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 Ib uplift at joint 7. 0 WARNING- Verity dosryn perernarom and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MIF7473 rev. 14W2015 BEFORE USE. Design vdtd loo use only with Mllek® connectors. n* design Is based orgy upon Ix»amelers shown. aril Is for cn Mlvictual IxNdi g component, not a truss systom. Itofore use. the IHllding desipowo must verily the aixAkublify of design parameters onrr properly hcoolooafu this design Into the overall Buehg WIcated Is to buckling 6xlNkluol frim web and/a chord members only. Atk911oral ternrorary and Winanenf txWrg WOWbuildingdesign. prevent of is always oecitbed for stability and to Ixoveni coltgxe with posd)le personal ifury and Ixop arty damage. for general gukiarce regarding the 6904 Parke East Blvd. fabrication storage, delivery, eiecllon and bracing of tnmes and frim syslerM seeANSI/TPI I Quality Criteria, DSS -89 and SCSI Wilding Component Tomps. FL 33610SafetyInformationavallalefromInmRateInstitute, 216 N. lee Street. Srlte 312, Alexandria. VA 22314. Job Truss Truss Type Oty Ply WP0169 DEFL. in Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 T12949809IWP0169A5Common101 Job Reference (optional)I Builders FirstSource Tampa Plant City Florida 33566 Lumber DOL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:49 2018 Page 1 ID:75SJeC08yOW2itGVr5nBLly96Pw•FTcBn?Tfbr_F_t bjzkz07o?08Mo8D2lmHY58bLzw5HG 1.0.0 6.9.3 14.0.0 21.2.13 28.0.0 9.0.0, 1OO I 6.9.3 I 7.2-13 7.2-13 6.9.3 1.0.0' Scale: 114'=1' 5.00112 4x6 = 3x6 = 3x6 = 30 = 3x6 = 30 = f 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ioc) Vdefl Ud PLATES GRIP TCLL 20.0 6904 Parke East Blvd Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.22 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.61 2-12 >543 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 8 We r1/a BCDL 10.0 Code FSC2014/fP12007 Matrix -SH Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1087/0-3.8, 8=1087/0-3-8 Max Horz 2=87(LC 16) Max Uplilt 2=-292(LC 12), 8=-292(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-2078/1321, 3-5=-1777/1148, 5.7=-1777/1147, 7-8=-2078/1321 BOT CHORD 2-12=-1102/1873, 10.12=-570/1221, 8-10=-1 109/1873 WEBS 5.10=-327/598,7.10=-435/466,5-12=-327/598,3-12=-435/466 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterior(2) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 1O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 Ib uplift at joint 2 and 2921b uplift at joint 8. 0 WARNING- Vorlfy dedyn paramotas and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE NO -7473 ray. 1=0015 BEFORE USE. Deslpn vabkf loi kw only with Mllek®conneclors. lhls deslgn is based only ulxxl Poiameteis shown. and h loi ontridlvldual bxrldlrlg componont, not o truss system Before uso. the building designer must voilly tho albpBcabllty of cfeslgn Ixxameteis and property Incorlwrate tints design Into Iho overall inch --cited Is to buckling IrK#MtKA bills web arxl/a chord members only. AckD9orwl tornpaary aW permanent txaclrlg MiTekbradnOdesign. Bating prevent of Is always iequbed lop slabllly and to lxevont cdlapse wllh possible personal"aid Ixoperty damage. For general Oilckme iegading the 6904 Parke East BlvdkilWalloixstorage, del wety, eiecllon axi brocing of trusses a1c1 trim systems, secANSI/IPI I Quality Criteria. OSB -89 and BCSI Building Component Tanga. FL 33610SafetyInformationavcUablefromtrussPlateinstitute, 218 N. Leo Street. Sulte 312, Mexoncift VA 22314. W P0160 A6 Roof Special 4x6 = 5 4x6 WPOI69 S Seo 1 47(6 = T12949810 Scale = 1:49.7 3x6 = Ii 7C 1° 3x6 = 20 II 3x8 = 4x6 = 3x9 = 7.1.1510.4.0 11-8.0 , 19.0.0 I 28-0.0 7.1.15 3.2.1 If 7-4-0 9.0-0 Ig Plate Offsets (X,Y)-- 12:0-3-O,Edgel, 18:0-0-10. Edge] Design vdld loi use only with Mllek® connectors. this design Is Dosed only upon pararmoters shown, and Is lot on lndlvrdttd building component. not TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.91 Veri(LL) 0.16 8-10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) 0.45 8-10 744 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.10 8 We n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -SH Weight: 134 Ib FT = 200b LUMBER- BRACING - Design vdld loi use only with Mllek® connectors. this design Is Dosed only upon pararmoters shown, and Is lot on lndlvrdttd building component. not TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5.8 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 5.10 REACTIONS. Ib/size) 2=1087/0-3-8,8=1087/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2. 268(LC 12), 8=-318(LC 13) FORCES. (lb) - Max. Comp./Max. Ten - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3=-2091/1233.3-4=- 1711/1086, 4-5=-1700/1114, 5-6=-1699/1085, 6-7=-1858/1127, 7-8=-2097/1271 BOT CHORD 2-13=-1004/1857,12-13=-1004/1857,10-12=-957/1837, 8-10=-1066/1887 WEBS 6-10=-172/461, 7-10=-249/282,4-12=-855/1293, 5-12=-932/679, 3-12=-466/385 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsi; h=15ft, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerior(2) zone; cantilever telt and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live toad nonconcurrent with any other live toads. 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 2 and 318 Ib uplift at joint 8. 0 WARNING - Yortry dedlin parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1167473 rov. 16=1015 BEFORE USE Design vdld loi use only with Mllek® connectors. this design Is Dosed only upon pararmoters shown, and Is lot on lndlvrdttd building component. not a fuss system. Before use. the bllalrvj designer must veilty IW apPllcabliy, or design Ixnarneters andf properly Incoipofato this design Into the overall biLding design. bocbig Irdicated Is to bucklAtg of IrWNkktal Irass web and/or chord rnembeis only. AdKlllionat tefnpaary and permanent Madng WOWprevent Is always iequfred loi statAlty, and to proven) coltgxe with possUe personal blprry and pooperty, damago. For genard gulda co regarding the 6904 Poike East Blvd. faUrlcatbn, storage. doikory, erection and bracing of Inmes arxt lnss systems, secANSI/IPI t Quality Cdtetlo, DSB-69 and BCSI 110ding Component Tampa, FL 33610SafetyIMotmallonavdlddefromlnmPldeIns1hfie, 218 N. tee Street, Milo 312, AlexarKhla. VA 22314. Job Truss Truss Type Oty PlyWP0169 PLATES MT20 MT20HS Weight: 161 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - MiTek Is always iegt*ed lot slalxllly and to prevent cotlgJae with posslble personal"and property damage. rot general guidance regading Ino 712949811 W P0169 A7G Root Special Girder 1 1 I WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1554/0.3.8, 9=2469/0-3-8 Job Reference (optional) Ruildars FirstSource. Tamoa. Plant City. Florida 33566 Max Horz 2=66(LC 12) 8.130 5 SOD 15 2017 MiTek Industries. Inc. Fri Jan 12 12:57:51 2018 Page 1 ID:75SJeC08yOW2itGVr5nBLIy96Pw•CrjxChUv7SEzELI659?sCD4k7Aaho33ksaFgEzw5HE r 0.0 6.11-1 1 10.4.0 l 13.8.0 17-2.4 21.0.0 + 23.9.13 1 28.0.0 9.0•Q 1.0 0 6.11-1 34.15 3 4.0 36-4 3.9.12 2.9.13 4.2.3 1.0 '0 Scale = 1:50.8 4x6 = 3x6 = v = V 3x12 MT20HS 2x4 11 5x8 = 4x10 MT20HS 3x8 = 7x10 = 20 II LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 70 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 CSI. TC 0.68 BC 0.42 WB 0.99 Matrix -SH Deslgn valld loi use only with Mitek® connectors. tints design Is based only upon paramelea shown. and Is lot an In dlvldrxil buldbng component, not DEFL. Vert(LL) Vert(TL) Horz(TL) In (loc) I/dell Ud 0.26 13-15 >999 240 0.59 13-15 >561 180 0.10 9 Na Na PLATES MT20 MT20HS Weight: 161 Ib GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - MiTek Is always iegt*ed lot slalxllly and to prevent cotlgJae with posslble personal"and property damage. rot general guidance regading Ino TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-10 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid calling directly applied or 7.11-15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1554/0.3.8, 9=2469/0-3-8 Max Horz 2=66(LC 12) Max Uplift 2=-425(LC 8), 9=-770(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3312/875, 3.4=-2948/863,4.5=.2932/849,5-6=-5068/1562,6-7=-5069/1562, 7-8=-5548/1744, 8-9=-562311734 BOT CHORD 2.16=-783/2987, 15-16=-783/2987, 13-15=-1275/4610, 12.13_ 1535/5202, 11-12=-1544/5140,9-11=-1544/5140 WEBS 3.15=-422/218, 4.15=-585/2068, 5-15=-2551/851, 5-13=-285f710,7-13=-484/610, 7.12=-602/1986 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope), cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 Ib uplift at joint 2 and 770 Ib uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 Ib down and 97 Ib up at 21-0-0 on top chord, and 15181b down and 476 Ib up al 20-9-8, and 278 Ib down and 114 Ib up al 21-0.0 on bottom chord. The desigNselection 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 (pit) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (Ib) Vert: 7=-53(8)12=-1796(B) 0 WARNING- Veft dosryn pammerere and READ NOTES ON THIS AND INCLUDED WEK REFERANCE CAGE M67473 rev. I&OW I S BEFORE USE Deslgn valld loi use only with Mitek® connectors. tints design Is based only upon paramelea shown. and Is lot an In dlvldrxil buldbng component, not a truss system. Before use, tho txAcing designer must verily tho applicability of design parameters and prorkily Incotpoiato this design Into the overall building design ®acing Indicated Is to prevent txrckling of Individual truss web and/or chord members only. Additional temporary and penrwrwnl txacing MiTek Is always iegt*ed lot slalxllly and to prevent cotlgJae with posslble personal"and property damage. rot general guidance regading Ino IaWcollon. sloroge. delivery, election oW bracing of musses and inns syslc ns. seeANSI/1PI I Quality Cdledo, DSB-69 and BCSI Building Component 6904 Parke East Blvd safety Information avaualble from truss Nate Iutlhrie, 218 N. Lee Steel. Stdre 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty PlyWPOI69 Grip DOL 1.25 TCDL 7.0 712948612 W P0169 B1GE Common Supported Gable ' 1 1 BCDL 10.0 Code FBC2014/TP12007 WB 0.04 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Fri Jan 12 12:57:52 2018 Page 1 ID:75SJ9CO8yOW2itGVr5nBLly96Pw-g2HJPOVXumMgsVKI11W 5IRd21Z2gOU2DzW KpCgzw5HD 1.0.0 , 10.4.0 20.8.0 1.0.0 10.4.0 I 10.4-0 ' Scale = 1:36.1 06 = 30 — 22 21 20 19 16 17 16 15 14 13 3x4 — 3x4 = LOADING (pst) SPACING- 2-0.0 TCLL 20.0Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress incr YES BCDL 10.0 Code FBC2014/TP12007 CSI. DEFL. In loc) Well Ud TC 0.08 Ven(LL) 0.00 1 n/r 120 BC 0.04 Vert(TL) 0.00 1 Nr 120 WB 0.04 Horz(TL) 0.00 12 n/a n1a Matrix -SH LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 20 SP No.3 REACTIONS. All bearings 20.8.0 lb) - Max Horz 2=72(LC 12) Max Upflll All uplift 100 Ib or less at joints) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13 Max Grav All reactions 250 Ib or less at joint(s) 12, 2, 18, 19, 20, 21, 22, 16, 15, 14, 13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown PLATES GRIP MT20 244/190 Weight: 96 lb FT = 20°0 Structural wood sheathing directly applied or 6.0.0 oc purlins. Rigid ceiling directly applied or 10-" oc bracing. NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10, VUIt=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerlor(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANWPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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) 12, 2, 19, 20, 21, 22, 16, 15, 14, 13. 10) Beveled plate or shim required to provide lull bearing surface with truss chord at joint(s) 12, 2. Ia 0 WARNING - Verity dedpn paranetors and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M&7473 rev. 1003,2015 BEFORE USE DOslpn vaild la use only with Mllek®conneclors, fhb design is Ixned only upon parameters shown, and Is loo an I ndlviducil holding comtwrtenl, not o truss system. Before use. Ile building designer must verify the a11pllca1:Ally of design Ixtramefos axl propwly Ineortxrate anis design into the overall Biding design. Bracing Indicated Is to prevent budding of IndNkJual truss web and/a chord members only. Addiilonal ternporw aril permcrrent baling WOWIsalwaysrequiredlooskdAllyandtoIrevenfcdlapsewithpossiblepersonalWrayandgopertydonogepoogenerdguidanceoegafdingthe fabicallon, slorago, delivery, eiocilon and L 4=kV of mosses and muss systennx SeeANSI/IPI I Quality Crltedo, OSB49 and SCSI Building Component 6004 Parke East Blvd Safety Information ovtllc"o from truss Rafe institute. 218 N. Lee Street, Stile 312. Alexa lift VA 22314. Tarrpa, FL 33610 Job Truss Truss Type Oty Ply i W P0169 1.25 Rep Stress Incr YES Code FBC2014/TP12007 712948813 W P0169 B2 Common 1 1 Matrix -SH Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 4x6 = 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Fri Jan 12 12:57:53 2018 Nage I itGVr5nBLlv96Pw-BEIhdMW 9f3VhTevUCa 1 KHe9BBzFr9vNMCA3Mk6zw5HC Scale = 1:34.9 3x6 = 30 = 30 = 30 = 3X6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 Verl(TL) -0.24 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0.3.8 Max Harz 2=72(LC 12) Max Uplift 6=-197(LC 13), 2=-223(LC 12) CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.39 Veri(LL) -0.08 6-7 >999 240 MT20 244/190 BC 0.57 Verl(TL) -0.24 6-7 >999 180 Tempo. FL 33610 WB 0.17 Horz(TL) 0.05 6 n/a n1a Matrix -SH Weight: 90 Ib FT = 20°1+ BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6.4-11 oc bracing. FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown TOP CHORD 2.3=-1501/956, 3-4=-1282/832,4-5=-1296/842, 5-6=-1525/974 BOT CHORD 2-9=-811/1347, 7-9=-435/901, 6-7=-830/1374 WEBS 4-7=-242/435,5-7=-3261347,4-9=-225/415, 3.9=-309/333 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Ops1; h=1511, Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load 0120 Opsl 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 Ib uplift at joint(s) except 01=1b) 6--197,2=223. fg Q WARNING - 140,117 doOgn pwamsfen and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIP -7473 rev. I&CMIS BEFORE USE Design valki for use orgy vAlh AAlek®conneclors This design Is based only upon parameters shown. aryl Is rot an WK#*Aios butIcAng component not a truss system. Before use. the building designer mus) verify the applicability of dodW pataneters arta piopoily Incoipoiale Ihls design Into the overall bWc9ng deapgn. Biachg Imlleclled K to btrXN of Irxllvkfual inns web and/or chord mernbors only. Addlbrwl temporary axil paimanenl btaGng M iTek' prevent Is always relied lot stability and to pteveni collapse wllh I>Du"e personal tnk>ry and property damage. Foo general gtldanc0 iegading he 6904 Parke East Blvd. kiNicalbxt stoiage. dellvery, eiectlon atxi biact;V of Inisses and Inns system& seeANSI/TPI I Quality Criteria. DSB-09 and BCSI Building Component Tempo. FL 33610saletyInformationavaeablefromDissPlateInsllfrdo. 218 N. I ee Sheet..Wle 312. Nexandrlo. VA 22,414 Job Truss Truss Type Oty Ply WP0169 a buss syslem. Bolan use. the bilding deslgnot must verify the applicab lity o' design paaneters aux' property hcoi orote R* daAlgn Inlo the over"' building design. ®achg Indicated Is to prevent trucking of IrKMAKA truss web and/or chard inernbers only. Addd'lorxt ternporesy and permanent bracing MiTek Is "ways required la sklAlfy and to prevent collapse with possible personcl bpry and po'orty danage. For goner" guidance regadlng the labilcollon storope. delivery, erection cord bacbng of busses and hiss systems. seeANSIMI I Quality Criteria, 058.69 and BCSI Building Component 6904 Porro East Blvd. T12949814i WP0169 B3 Common t t Job Reference (optional) Pnildare Fi-M... ca Tamna Plant crty Finrida 33566 8.130 s Seo 15 2017 MiTek Industries. Inc. Fri Jan 12 12:57:54 2018 Page 1 ID-75SJeC08yOW 2itGVrSnBLly96Pw-cOP4giXoONdY5oUhmHZZgsiJxNb4uMdW OgpvGYzw5HB 1.0.0 5.1.8 10.4.0 15-6.8 20.8.0 1.0.0 5.1.8 5.2.8 5.2.8 5-1.8 Scale =1.34.9 4x6 = 3x6 = 3x4 = 3x4 = 30 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.05 6 We We BCDL 10.0 Code FBC2014lrP12007 Matrix -SH Weight: 90 Ib FT = 201b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.5.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 2x4 SPNo.3 REACTIONS. (lb/size) 6=755/Mechanical, 2=821/0.3.8 Max Horz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=-223(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1 502/957, 3-4=-1282/831, 4-5=-1296/842, 5-6=-1 525/974 BOT CHORD 2.9=-811/1348, 7-9=-435/90116-7=-831/1374 WEBS 4.7=-242/435, 5-7=-3261348,4-9=-2241415,3-9=-309/334 NOTES - 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18, MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed, end vertical tell and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) lot truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 6=197,2=223. Q WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11,7473 rov. 14119=15 BEFORE USE Design valid la use only with MOek® connectors. Inls design la baed only upon paometeis shown. andis la an kx lvtdu" building component. not a buss syslem. Bolan use. the bilding deslgnot must verify the applicab lity o' design paaneters aux' property hcoi orote R* daAlgn Inlo the over"' building design. ®achg Indicated Is to prevent trucking of IrKMAKA truss web and/or chard inernbers only. Addd'lorxt ternporesy and permanent bracing MiTek Is "ways required la sklAlfy and to prevent collapse with possible personcl bpry and po'orty danage. For goner" guidance regadlng the labilcollon storope. delivery, erection cord bacbng of busses and hiss systems. seeANSIMI I Quality Criteria, 058.69 and BCSI Building Component 6904 Porro East Blvd. Safety Information cm0c"e from Inas Ptalo InsBbte, 218 N. Lee Street. Suite 312. Aloxa cilk-L VA 22314. Tortpa. FL 33610 Job Truss Truss Type Ory Ply WP0169 TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 712949815 WP0169 B4 Common 1 1 BCLL 0.0 Rep Stress Inc( YES WB 0.17 Horz(TL) 0.05 6 n/a rVa Job Reference (optional) L4uil0er6 rlrstsource, i ampa, dant t;iry, rtonoa.:aloud d.IJV s bep 1a ZVI r Nrr r ex mausmeS, Inc. rn elan 1z leap:= zvna rage r ID:75SJeCQ8yOW 211GVr5nBLly96Pw-4dzS22YOAhIP1Y2tK?4oM3FUhnxJdpsflUZTp'Izw5HA 10.0 5.1.8 10.4.0 15.6.8 20-a-0 1.0.0 I 5.1.8 5.2.8 I 5.2-8 5-1.8 Scale =1:34.9 4x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.24 6-7 >999 180 BCLL 0.0 Rep Stress Inc( YES WB 0.17 Horz(TL) 0.05 6 n/a rVa BCDL 10.0 Code FBC2014/1P12007 Matrix -SH Weight: 90 Ib FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4.5.8 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-11 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=755/Mechanical, 2=821/0-3-8 Max Harz 2=72(LC 16) Max Uplift 6=-197(LC 13), 2=223(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1502/957, 3-4=-1282/831, 4-5=-1296/842, 5.6=-1525/974 BOT CHORD 2-9=-811/1348, 7-9=-435/901, 6.7=-831/1374 WEBS 4.7=-242/435, 5-7=-3261348, 4-9=-224/415, 3-9=-309/334 NOTES - 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=197,2=223. Q Ig WARNING- Verfly daedyn para,"fars and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE N67473 rev. 1@038015 BEFORE USE. Design valid for use only wtlh Mllok®conneclors. llYt deslpn b lased only upon tarameters shoam. and Is for an IndNkAxA Witting component. not o truss system. Before use. the building designer must verity the ofXAlcablity of design Maineters and properly hcogorate this design Into the over..' txOdng design. bachg Indicaled Is to prevent budding of Indk4 du al truss web and/on crwrd members only. Addillonal lemmary and pennanent bnacing WOW Is always iectudrod la slabillty, and to prevent collapse vAm possiNe personal b*" and Ixoperty damage. For general guidance iogadng Ila fabrication. storage, delivery. erection and bracing of trusses and IR=syslems, seeANSt/IPII Quality Crllerb. DSB-E9 and SCSI BuUdtng Component 6904 Parke East Bbd Safety Information avallabte from truss Rate hsllhde. 218 N too Street. Srlte 312. Alexandria. VA 2'2314. Tampa. FL 33610 Job Truss Truss Type Oty Ply IWPO169 P0169 Cil Jack -Open 6 T1294911161W1 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 Job Reference (optional) autluers Farsibource, I amps, mann Gary, i-lonaa 33bbb a. r Jv s Out; r a cv 11 ml r en nruubureb, nw. rn vert 14 14.v1.av cv io rove ID;75SJeC08yOW 2itGVr5nBLly96Pw•4dzS22YOAhIPjy2tK?4oM3FZUn32drRHUZTp?zw5HA 1-ao 1-ao 1.0.0 1.40 2x4 = Scale = 1:6.5 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 2 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na Na BCDL 10.0 Code FBC2014lrP12007 Matrix -P Weight: 5 l FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-4/Mechanical, 2=121/0.3.8, 4=10/Mechanical Max Horz 2=30(LC 8) Max Upllit 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsl; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and lorces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 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 lit 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 Ib uplift at joints) 3, 2. 0 WARNING- Vorlry dedyn pammorem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD -7473 rev. 1693WI S BEFORE USE. Design valid loo use only with Mllek®conneclom D* design Is based only ul>on 1>mamelen shown. and Is la an Individual Ixdldhng component. not a truss system. Before use. the I"ding designer must verity the applkabYlly of design paoaoneteis and rxoperty incorrwrate this design Into the overall Indicated Is to buckling in dWJtK l truss web and/or chord members only. AUdltlonal temporary and permanent Madng MiTek' building design &acing prevent of Is always reprint for staWliy and to Ixevoni cdtarxe wllh pozUe personal Initey and Ixoperty damage. For general guidance regarding the 6904 Porke East Blvd. fabrication. storage. delivery. erection and bracing of mases arxi inns systems, seeANsl/IPI I Quality Criteria, DSB-69 and SCSI Building Component Torrpo. FL 33610SafetyInlormationavaltabtehomUumPlateInstlhde, 218 N. lee Streol. Sulle 312. Mexdxxida. VA 22314. Job Truss Truss Type Ory Ply WP0169 loc) Well Ud PLATES GRIP T12949817 WP0169 CJ3 Jack -Open 6 1 999 240 MT20 244/190 TCDL 7.0 IJob Reference (optional) 13UIIOOFS FIrSIS0urC9, Tampa, Plant city, Flonaa 33566 C 13v S bep lb eUl l MI1 ex mOUSlfIeS, Inc. rn ,Tan lz iz:o!]oo zvre rage n ID:75SJeCOSyOW 2itGVrSnBLly96Pw-YpXgFOY2x_tFK6d3uib 1 vHnkkBO2MIhouBIOLRzw5H9 1.0.0 3.0.0 1.0.0 3.0.0 2x4 = Scale = 1:10.8 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014rrP12007 Matrix -P Weight: 11 Ib FT = 20°0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Harz 2=59(LC 12) Max Uptllt 3=-46(LC 12), 2= 63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi--O.18; MW FRS (envelope) and C -C Exterfor(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will III 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, 2. 0 WARNING- Vady duly. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. 1&V3,2015 BEFORE USE. Design valid 101 use only wllh Milek0 connectors. I1* design Is basod only upon parameters stnown, arx'1 Is lop anindivid al tAilding component. not o truss system. Below use. Me btllding design. must verity the alAAIcal)IIlly of design paramotors orxd rxopeity Incorporate this design into Iho ovotalt building design. Bracing Indicated Is to prevent tA#ckling of IndIvIdual Inns web and/01 chord members only. Additional temporary and permanent tracbrg WOW Is always regaled lot stability and to prevent collgxse with Iwss"o personal hMy and property damago. Foo general grldanco r0garalng Ino IabtlCalbrL 1101000, ddNerY, erection and btacing of trues and truss syslfmvL seOANSI/iPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely information ovallc"e from lru Rate institute. 218 N. lee Street. Sate 312. Nexan drl0. VA 22314. Taiga. FL 33610 Job Truss Truss Type Oty PlyWPO169 loc) Well Ud PLATES GRIP TCLL 20.0Plate 712949816 WP0169 CJ5 Jack -Open 6 1 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Job Reference o tional Builders FirsiSource, Tampa, Plant City, Florida 33565 UAW s sMp 1, zu1 r Mr r eK mauslnes, inc. Fri .Ian ie rcorao zu ro rage i I D:75SJeCOByO W 2itGVrSnBLly96Pw-YpXq FOY2x_1FK6d3uib 1 vH nidBL?MI hou810LRzw5H9 1.0.0 5-0.0 1.0.0I 5.0.0 Scale = 1:14.8 20 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Veri(TL) 0.08 2.4 727 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014fTP12007 Matrix -P Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=122/Mechanical, 2=247/0-3-8,4=48/Mechanical Max Horz 2=91 (LC 12) Max Uplift 3=-84(LC 12), 2=-67(LC 8) Max Grav 3=122(LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7.10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsl; h=151t; Cat. 11; Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C -C Exlerior(2) zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit 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 Ib uplift at joint(s) 3, 2. 0 WARNING- Verffy design pararriefam and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M67473 rev. I&W1015 BEFORE USE Design valid for use only vAth M1ek0conneclors. this design Is based orgy upon parameters shown. and Is for an indNklrxA buldirlg component, nor a buss system. Beforo use. Iho bWdilg deslgnei must verify the apolcabBlfy of design lxtrarnelGrs aril properly klcorporole Thisdosign Into Iho overall building design. BockV Indicaled K to buckling of IndWkAral trim web aril/or chord members only. Adclllorxa lempotory and permanent bracing MiTek' prevenl Is always iegrLed for stability and to prevent collapse vAlh possible personal hpay and popedy damage ror Oenero/ prldalco iegadnD the 6004 Parke East Blvdfabrlcotkbn, storage. delivery, erection aril bracing of tnrsses and trim systems, seeANSI/TPI I Cuoilty, Criteria, D$049 and BCSI Bul ding Component Tonipe. FL 33610SafetyIM11onavallablefromLossPlateInsllfle. 218 N. Lee Streol. Sidle 312, Alesaroddo. VA 22314. Job Truss Truss Type Oty Ply I W POI69 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.51 712949819 WPOI69 EJ7 Jack -Open 8 1 I LUMBER - TOP CHORD 20 SP No.2 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi7ek Industries, Inc. Fri Jan 12 12:57:57 2018 Page 1 ID:75SJeCOByOW 2itGVr5nBLly96Pw-O?SCTkZgil76yGCFR06GSUKmJadlSlxy6o2attzw5He 1.0.0 7.0.0 1.0.0 7.0.0 3x6 = LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 7.0 Lumber DOL 1.25 BC 0.51 BCLL 0.0 ' Rep Stress Incr YES Safety Information available from Inns Elate Institute, 218 N. tee Slreel, Wfe, 312, ABexarxila. VA 72314. WB 0.00 BCDL 10.0 Code FBC2014fTP12007 Matrix -SH LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0-3.8, 4=81 /Mechanical Max Harz 2=122(LC 12) Max Uplllt 3=-104(LC 12), 2>83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.8 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.12 24 >688 240 MT20 244/190 Vert(TL) -0.26 2-4 >308 180 Horz(TL) -0.00 3 n/a n1a Weight: 23 Ib FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; VUI1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psi; BCDL=3.Opsl; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Exterlor(2) zone; cantilever ielt and right exposed; end vertical tell and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except 01=1b) 3=104. Q WARNING- VeAry deOgn porametws and READ NOTES ON THIS AND INCLUDED Atr EK REFERANCE PAGE 01197473 rov. 10932015 BEFORE USE Design valid rot use only NAth Wei* connectors. this design Is based only upon patamelens shown. and Is for an Individual building component, nor a truss system. Belem use. the buildup designer must verify One arrxkabllty of design paaneters and pnopeely I ncoiWolo ttls design Into the over,. Bracing Indicated Is to budding IndNkJtal Russ web and/on chord members only A&IIIIDnxl temporary and permanent bacing M iTek' building design. pevenl of Is always iegW ed for stability and to Ixevenl collarze wllh possilxo personal InWy and popery danago. for general gldance regadng One fabrk,411 n. storage, delivery, erection and tracing of mases and Inns systems. SeeANSI/1PI I Dually Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Inns Elate Institute, 218 N. tee Slreel, Wfe, 312, ABexarxila. VA 72314. Tempe. FL 33610 Job Truss Truss Type Ory Pty WP0169 Iho a A)ft0tAIfy of design pneters xl psoixxly hcoporoto this design Into the ovaldlotrusssystemBeforeuse. the IxAdlng deslgrxrs must verify aaa LOADING (psi) T129498201 W P0169 EJ7G Jack -Open Girder t 2 o...1A...w 1f:...1c......... Tw...ww 01Cl...:w.. 77CGG Vert(LL) -0.11 1-3 >716 240 i Job Reference (optional) a ten n Con 11Z7n1T AA,Tn1, InA„nirk Inn Cri len 17 17• r? CA 7n1C Dena 1 r.-. ....... -------- .,-- -„ .... - ID:75SJeCOByOW2i1GVr5nBLly96Pw-UCeag4alTc7zaOnSl7dV_is Z_YgBw5LSn7PKzw5H7 3.8.2 7.0.0 342 3.3.14 2x4 11 20 11 Scale = 1:21.1 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 11 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsl; h=15ft; Cat. If; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL --1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 04;, joint 2 = 0%, joint 3 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 1=310,3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 Ib down and 217 Ib up at 2.0.12, and 735 Ib down and 217 Ib up at 4.0.12, and 737 Ib down and 215 Ib up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54,1-3=-20 Concentrated Loads (lb) Vert: 4=-735(F) 5=-735(F) 6=-737(F) AL WARNING -Verily design Parameters And READ NOTES ON THIS AND INCLUDED NIfEK REFERANCE PAGE UN -7473 rev. 100931015 BEFORE USE. 7.0.0 Plate Offsets (X,Y)-- 11:0.3.1,0-1.81 Iho a A)ft0tAIfy of design pneters xl psoixxly hcoporoto this design Into the ovaldlotrusssystemBeforeuse. the IxAdlng deslgrxrs must verify aaa LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.11 1-3 >716 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Verl(TL) -0.26 1-3 >315 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Malrix-SH Weight: 63 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc puffins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=1167/0-3-8,3=1538/Mechanical Max Horz 1=106(LC 23) Max Uplift 1=-31 O(LC 8), 3=-456(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten -All forces 250 (Ib) or less except when shown. NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 11 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsl; h=15ft; Cat. If; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL --1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 04;, joint 2 = 0%, joint 3 = 0% 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will lit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=1b) 1=310,3=456. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 Ib down and 217 Ib up at 2.0.12, and 735 Ib down and 217 Ib up at 4.0.12, and 737 Ib down and 215 Ib up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54,1-3=-20 Concentrated Loads (lb) Vert: 4=-735(F) 5=-735(F) 6=-737(F) AL WARNING -Verily design Parameters And READ NOTES ON THIS AND INCLUDED NIfEK REFERANCE PAGE UN -7473 rev. 100931015 BEFORE USE. Deslgrl valk) los use only with W lekO connectors. Tills design Is bored only upon paameten shown. and Is fa an hdlvkk" 1xilc9ng component, not Iho a A)ft0tAIfy of design pneters xl psoixxly hcoporoto this design Into the ovaldlotrusssystemBeforeuse. the IxAdlng deslgrxrs must verify aaa bsA<9ng design. ®ocing Indk oted Is to prevent buckling of trxltvtdtKll truss web oixYor chord inembers only. Addltonol tornpxxcxy oro penriGnenl Mo'=1n9 M iTek* Is cdwoW iogWed for stm0ty aid to lxeveni collgsse with posslUe Poisonul Inp4y and rxoperly domoge. too geneic9 glldalce regaldng We latxtcatkxf. storage, delivery, erection aid Ixactrfg of Ifusos orx) Inns systairi soeANSI/TPI I Quality Crlreda. DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety InlOrmdBOrl avdlade from lnrss Plate IrutlRdo, 218 N. lee Street. Srd10 312. Ale><andrb, VA 22314. Tamps. FL 33610 Job Truss Truss Type Oty Ply IWPOI69 loc) Well Ud PLATES GRIP 7129498211 WP0169 EN1GE GABLE 2 1 rVr 120 MT20 244/190 TCDL 7.0 I Job Reference (optional) Ruildam FirstSnurca_ Tamna_ Plant CiN. Florida 33566 0.00 1 8.130 S Seo 15 2017 MiTek Industries. Inc. Fri Jan 12 12:57:59 2018 Page 1 ID:dZ1YOHLeatAtc_9cUS?Fa5z4Ss9-UCeag4a1Tc7zaOnS?7dV_is4s_53g8J5LSn7PKzw5H7 1.0.0 2-10.0 4-10.0 6.10.0 _ 1.0.0 1 2.10.0 I 2.0.0 2.0-0 20 II 5 2x4 = 20 II 20 1 20 II Scale = 1:15.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) 0.00 1 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Verl(TL) 0.00 1 Nr 90 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix -P Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 'Except' BOT CHORD 5-6:2x4 SP No.2 REACTIONS. All bearings 6-10-0 Ib) - Max Horz 2=92(LC 9) Max Uplift All uplift 100 Ib or less at joints) (5, 2, 7, 8 Max Grav All reactions 250 Ib or less at joint(s) 6, 2, 7, 8 FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing NOTES - 1) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 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 lot a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 6, 2, 7, 8. Q WARNING- Ve" dsWgn pararnefera and READ NOTES ON THIS AND INCLUDED U EK REFERANCE PAGE NO -7473 rev. 12-00.31015 BEFORE USE Design valid lot use only vAlh Milel0 connoctors. Ih1s design Is based only upon paameters shown, and Is for an Yxlividtal Wilding component, not a truss spfwn Before use. the building desigm4 must verity the c4AAIcaGlty of design r"anelois caul goWly IncorFoialo this design Into Iho overall DiockV Indicated Is to buclding IndlAduci Russ web and/or chord rnernbers only. Addlllonul lernporory and permanent bracing M iTek' building design. prevent of Is always regtLed for skiltAlty, and to prevent collapse vAth possible peisorxi Inpay and property dona0o For genesol guidance iegarWg Bne 6904 Parke East BNd. lobrlcalkm storago, delivery. eiocilon and boating of Inrssm and tnrss syslems. seeANSI/1PI l CuaBty Cdlerlo, D$6.69 and SCSI Building Component Tarrpri. FL 33610SafelyInformationawbablefromInasMatefrnsBitAe. 218 N. Lee Street. Stile 312, Alexcxxlrict. VA 22:314. Job Truss Truss Type City Ply W P0169 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0Lumber T12949822IIWP0169EN2Moreopitch101 YES WB 0.00 BCDL 10.0 Code FBC2014lrPi2007 Job Reference (optional) Builders FirsiSource. Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 12:57:59 2018 Page 1 ID:dZIYOHLaatAtc_ScUS?Fa5z4Ss9-zOCztObwEvFgBZMeZn8kXvP5aOlyZeRFa6Xgymzw5H6 1.0.0 6.6.5 6.10.0 1.0.0 6.6.6 'o-3.8 2x4 11 3 20 = ^ 20 11 LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 TCDL 7.0Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 BCDL 10.0 Code FBC2014lrPi2007 Matrix -P Scale = 1:16.3 DEFL. in (loc) Well L/d PLATES GRIP Ven(LL) -0.10 2-4 >780 240 MT20 244/190 Ven( I-) -0.24 2-4 >312 180 Horz(TL) 0.00 4 n/a n1a Weight: 25 Ib FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=228/Mechanical, 2=315/0.8.0 Max Horz 2=92(LC 9) Max Uplift 4=-76(LC 12), 2=-1 40(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1; h=151t; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C -C Exterior(2) zone; cantilever tell and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noreconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 2=140. Q WARNING- Verily doslyn panmoton and READ NOTES ON THIS AND INCLUDED MIIEKREFERANCE PAGE A1*7473 rev. I&V32015 BEFORE USE Deslgm valki for use only with W lekO connectors. RIs cleslgn Is based only upon parameters shown. and Is for an bdlvlderat LAAtllne component not a truss system. Before use, the txAdting designer must verily the oppllcalAlty of design porarnoters and properly lncortorate this design Into the overall belting design. Bracing Indicated Is to prevent brclding of Individual Inns web and/or chord rnernbens only. Additional temporary aril permanent baling WOWIsalwaysiogrlredIonstab9tlyandtoproventcollaixewithpossiblepersonalIn)Lsy and property damage. for general gldamce iegard hg the k-"Icallon storage, delivery, erection and Ixaclng of trusses and tnna systems. seeANSI/IPI I Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety information ovallabie from Inns Plate InsStruo. 218 N. lee Street. Settle, 312. Alexctndlcr. VA 22314. Tompe, FL 33610 Job Truss Truss Type Oty Ply WPOI69 a outs system Belae use. the bu klny designer must vestry the appllcablity of design txnarnetors and properly bocoip of elle this design Into the overall brAding design. Bracing IWIcated Is to bucklb,g of hWlvWual truss web and/or chord members orgy. Adrltkorx4 temporary and permanent baling MiTek' 4.3.10 0-0-9 712949823 W POI69 HJ7 Diagonal Hip Girder 3 1 I loc) Udell L/d PLATES GRIP Job Reference o trona! Ruildars FirstSourca. Tampa. Plant Citv. Florida 33566 TC 0.34 Veri(LL) 8.130 s SOD 15 2017 M17ek Industries, Inc. Fri Jan 12 12:58:00 2018 Page 1 ID:75SJeCQSyOW 2itGVrSnBLly96Pw-RamL51bY?DNhplxg7Ylz37yM8oeL11 dOpmGEUCzw5H5 1.5.0 5.5.13 _ 9.10.1 1.5.0 5-5.13 4.4.3 Scale = 1 20 6 2x4 = LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-81 (LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-784/231 BOT CHORD 2-7=-275!720, 6.7=-275/720 WEBS 3-7=0/312, 3-6=-784/299 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical lett and right exposed, Lumber DOL --1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 2=144 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 80 Ib up at 1-4-15, 64 Ib down and 80 Ib up at 1.4-15, 29 Ib down and 44 Ib up at 4-2-15, 29 Ib down and 44 Ib up at 4-2-15, and 53 Ib down and 92 Ib up at 7.0.14, and 53 Ib down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 Ib down at 1-4-15, 19 ib down at 4-2-15,19 Ib down at 4.2.15, and 39 Ib down at 7.0.14, and 39 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Ironl (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1.4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13=-39(F=-20, B=-20) 0 WARNING- verify doWffn panmefem and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M67473 rov. IM302015 BEFORE USE lleslpn valkl rot use only Win Mitek® connectors. this design Is based orgy upon pacimetels shown. and Is for an Individual bulding component. not 5-5.13 a outs system Belae use. the bu klny designer must vestry the appllcablity of design txnarnetors and properly bocoip of elle this design Into the overall brAding design. Bracing IWIcated Is to bucklb,g of hWlvWual truss web and/or chord members orgy. Adrltkorx4 temporary and permanent baling MiTek' 4.3.10 0-0-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Veri(LL) 0.03 6.7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.10 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix -SH Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=117/Mechanical, 2=449/0-4-9, 5=318/Mechanical Max Harz 2=131(LC 4) Max Uplift 4=-81 (LC 4), 2=-144(LC 4), 5=-93(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-784/231 BOT CHORD 2-7=-275!720, 6.7=-275/720 WEBS 3-7=0/312, 3-6=-784/299 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opst; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical lett and right exposed, Lumber DOL --1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except 01=1b) 2=144 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 Ib down and 80 Ib up at 1-4-15, 64 Ib down and 80 Ib up at 1.4-15, 29 Ib down and 44 Ib up at 4-2-15, 29 Ib down and 44 Ib up at 4-2-15, and 53 Ib down and 92 Ib up at 7.0.14, and 53 Ib down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1-4-15, 2 Ib down at 1-4-15, 19 ib down at 4-2-15,19 Ib down at 4.2.15, and 39 Ib down at 7.0.14, and 39 Ib down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as Ironl (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1.4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=42(F=21, B=21) 10=-91(F=-46, B=-46) 13=-39(F=-20, B=-20) 0 WARNING- verify doWffn panmefem and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M67473 rov. IM302015 BEFORE USE lleslpn valkl rot use only Win Mitek® connectors. this design Is based orgy upon pacimetels shown. and Is for an Individual bulding component. not a outs system Belae use. the bu klny designer must vestry the appllcablity of design txnarnetors and properly bocoip of elle this design Into the overall brAding design. Bracing IWIcated Is to bucklb,g of hWlvWual truss web and/or chord members orgy. Adrltkorx4 temporary and permanent baling MiTek' prevent Is always iegr4ed for slabBlly and to Ixevent collgne vAM possible poisonal rWnY and property damage. rot goneral guidance iogaiding the 6904 Parke East Blvdfabricationstorage. delivery, erection and baling of Ictuses and tnm systems. seeANSI/rPI I Quality Criteria, DSII -89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablebornlnrssPlateInstik4e. 218 N. toe Street. Srlle 312. Alexard do. VA 22314. Job Truss Truss Type Ory Ply WP0169 Udell Ud PLATES GRIP TCLL 20.0 T12949824 IWP0169 ^ V3 Valley 1 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Job Reference (optional) Builders FnsiSource. Tamoa. Plant ON. Florida 33566 999 8.130 s SOD 15 2017 MiTek Industries. Inc. Fri Jan 12 12:58:00 2018 Paoe 1 ID:75SJeCOByOW 2ilGVr5nBLly96Pw-RamL5lbY?DNhpjxg7Yfz37yO3omX15hOpmGEUCzw5H5 3.1.8 3.1.8 2x4 i 2x4 1' Scale = 1:9.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) n/a We 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert( I-) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(rL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix•P Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=82/3-0-14,3=82/3-0-14 Max Horz 1=42(LC 9) Max Uplift 1=-23(LC 12), 3=-29(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-1-8 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and C -C Exterlor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 00%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0.0 wide will Iii between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplill at joint(s) 1, 3. 0 wARNING . verty dadpn pommerw* and READ NOTES ON rHiS AND WCLUDED M1rEK REFERANCE PAGE M*7473 rev. 1=11015 BEFORE USE Design valid rot use only vAth Milek® connectors This design Is based only ut»n Parameters awwn, and Is for an IndMdial btAding component. not a fruss system. Before use, the building designer must verily the cWlcab911y of design Diameters and property Yncorpoale this design Into the overall bxBdng design ®achg IncllcoUxl Is to povent budding of Individual truss web daxl/or chard members only. Additional lempotary and pcnrnarent bracing MiTek• Is always reqs/red to stability and to rxevent collarxe Win possible personal hNy and ptoporty danoge. For gerwral guldunce regarding M labitatim storage, deltv". erection and bracing of Misses and truss systems, SeeANSI/iPI l Quality Criteria, DSB-69 and BCSI Building Component 6904 Perks East Blvd, Safely Information avallable from lnss Rate Insllfrrio, 218 N. lee Streel- Shdle 312, Atexd ndit VA 22,114 Tonps, FL 33610 Job Truss Truss Type Oty Ply I W POI69 Vdefl Ud PLATES GRIP TCLL 20.0 712949825 WP0169 V5 Valley 1 t MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Jan 12 12.58:01 2018 Page 1 ID:75SJeC08yOW2itGVr5nBLly96Pw-vnKjl5cBmXVYRIW 1gGBCcKUWbC3D1YxX1OOnoezw5H4 5.1.8 5/-8 20 II 2x4 i 20 11 Scale= 1:14.3 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n1a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(TL) n/a n1a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 rVa n1a BCDL 10.0 Code FBC2014/TP12007 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=156/5-0-14,3=156/5-0-14 Max Horz 1=79(LC 9) Max Uplift 1=-43(LC 12), 3=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind- ASCE 7.10, VUI11=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psl, BCDL=3.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C -C Extedor(2) zone; cantilever telt and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, Joint 2 = 0%, Joint 3 = 0% 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 100 Ib uplift at joint(s) 1, 3. 0 WARNING- Veiny dodgn pa melore and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M*7473 rev. IOyWW IS BEFORE USE. DeOgn valkt for use only wIth Mllek® connectors, lnls design 6 bawd only upon Ixxometers shown, and Is for an kx1 *Md building component, not a buss syslem. More use. the buildingdosignei must vedfy the apdk:abDty of design rxxanolers axh property incorporate this doslgn Into the overall btA(&V design. Brochg IrWlaated Is to rxevent budding of IndNklud In= web and/or chard members only. AdUttonU lernpolary and peimanent bracing M iT®k' B always readied la slabilty aid to prevent collaix a with 1ou0Ne persond"and property damage. For genorat guidance iWarcling the labilcall n, storage, delivery, erection and biocing of tnissm a cl Inns syslo ms, seeANSI/1P11 Quality Critab, DSB49 and SCSI Guiding Component 6904 Pedro East Blvd. safety Information avahable from hiss Rate Instlfrde, 218 N tee Slreet, SuAto 312. Alexorxido, VA 72314. Tango, Fl 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y indicated. 1 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injuryoffsetsore Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-brocing. Is always required. See BCSI. 1/ ldrwide CI -2 c2,3 2. Truss bracing must be designed by on engineer. For lateral themselves WEBS Cx, 4 truss spacing, individual braces may require brocing, or olternotive Tor I Om 3 p0 brocing should be considered. E 3. Never exceed the design loading shown and nevers U stock materials on inadequately broced trussesC) ° Q. 4. Provide copies of this truss design to the building FOr 4 x 2 Orientation, locate c2 C° 2 ° 10 BOTTOM CHORDS designer, erection supervisor. property owner oral all other interested parties. plates 0-'Ae from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wone at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSI/TPI 1. connector plates. THE LEFT. 7, Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in occord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless noted, this Is not d. lumber.lumber. fire treo ICC -ES Reports: retardant.pre preresslyen or greenusewithservative The first dimension is the plate 10. Comber is a non-structurol Consideration and Is the width measured perpendicular4x4 ESR -1311, ESR -1352, ESR1988 responsibuity 6f truss fabricator. General practice Is to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 comber for deod load deflection. the length parallel to slots. 11 Plate type, sae, orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and she, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided of output. Use T or I bracing spocing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require Italledateral bracing of 10it. noted. section 6.3 These truss designs rel on lumber valuesgy or Tess, if no ceiling ls installed unless omerwie noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. reaction section indicates joint number where bearings occur. 17. Install and laod vertically unless Indicated otherwise. Min Size shown is for Crushing only. 18. use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI I: Notional Design Specification for Metal 19. Review oil portions of this design (front, bock words Plate Connected Wood TfUSS Construction. and pictures) before use. Reviewing pictures alone s not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information20. rm Design assumes manufacture in accordance with Guide to Good Practice for Handling,M,!Tek ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 RECORD COPY City of Sanford_ Building"and Fire Prevention Product Approval Permit # # 1 8- 9 Specif' r Form SANFOV 0 OFPA9 Project Location Address rs1-, l-CDp As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DALTON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL79715-R3 Horizontal Slider Casement Double Hun Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1, Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-R10 Other June 2014 Cii 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 CAST -CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-RlO Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1/2/2018 Busin s 8 ofe. io a e u io Florida Building Code Online SCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats 6 Facts I Publications FBC Staff BCIS Site Map I Unks ; Sear• dj*r , Product Approval USER:PubllcUser Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan ). King, P.E. 4' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv fb1 Eauivalencv of Standards.odf 1/3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products - — FL # Model, Number or Name 15036.1 a. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.2 1 b. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.3 1 c. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.4 1 d. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15036.5 1 e. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.5 for Design Pressure Ratings, any 15036.6 1 f. ClassicCraft Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15036.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product Description 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 11 (a) Inst 15036.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.1.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Installation Instructions FL15036 R2 II (a) Inst 15036.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a)Eval 15036.2.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.3.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS036 R2 AE (a) Eval 15036.3.odf Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.4.1df Created by Independent Third Party: Yes 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15036 R2 AE (a) Eval 15036.S.odf 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Installation Instructions FL15036 R2 II (a) Inst 15036.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 1/2/2018 15036.7 rgClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.7.2df 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 15036.7 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 1S036.7,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 11 (a) Inst 15036.8.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 15036.8 for Design Pressure Ratings, any FL15036 R2 AE fa) Eval 15036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 11 (a) Inst 15036.9.Wg 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 15036.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (al Eval 15036.9.odf Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.10.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 15036.10 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: M ®0-9 ,tom CM Credit Card Safe haps://www.floridabuilding.org/pr/pr_app_dti.aspz 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118Industrial Dr. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P. E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.6 3. Calculations Anchoring Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. off###, i Signed & Sealed by SCi- Adj,Lyndon F. Schmidt, P.E. E 1Y No 43409 O:. STATE OF •:4OJ ONA 00,` Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRU" DOORS Classic -Craft. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 61h Edition (201 7) Florida Building Code FBC) structural requirements including the High velocity Hurricane Zone' (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wag dressing or stucco. 3. When used in the ?iVHP this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the HVHi requiring wind bome debris protection this product is required to be protected with an Impact resistant covering that complies with FBC Sections 1609.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shop be the some as that shown for 2x buck masonry construction. 6. Site conditions that devote from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHl'. 8. Inswing configurations and outswing configurations using sill items R31 b f133 under the active door do not meet the water Infiltration requirements for the ?1VHP. Inswing units shag be installed (in the -HVHP) only in nonrhobitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill's less than 45 degrees. 37.5 MAX. OVERALL WIDTH Z 3 O mx x e O O b P P TABLE OF CONIEN I bESIGN,P.RESSURE-(P.IqDESCRIPTION 1 Typical elevallons, design pressures 8 general notes 2 Door panel details FSHEET• Horizontal cross sections 4 Vertical Goss sections 5 Buck and home anchoring • 2X buck mosonry conshuction 6 Frome anchoring . I X buck mosonry constnrcfion 7 Bill of Materials S Components 37.5 MAX. OVERALL WIDTH Z 3 O mx x e O O b P P LL N.T.S. er; JK of. LFS 040 NO -- FL -15036.6 n I or 7 bESIGN,P.RESSURE-(P.Iq SWING c FRAME:L s ::Y:7x. POSRfVE.4 NEGTNE,' INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5' 75.0 75.0 LL N.T.S. er; JK of. LFS 040 NO -- FL -15036.6 n I or 7 EXTERIOR 46 INTERIOR HORIZONTAL CROSS SECTION 360 MAX. DOOR PANEL WIDTH lAr T- 00C! L 1.4r WO PAI'M NOTE: WOOD DOOR COMPONENTS: OAK ISG ag) HINGE mLE emmula EXTERIOR A. OP Z d z INTERIOR 2-'\ VERTICAL CROSS SECTION LL N.T.S. fff: X L Ff LFS lwm mm FL- 15036.6 n 2 or 7 51r Y 03 1 2 1•tlrMlN. `. . •. y. 4 4 EMB. (TYP.I § ;1 4 20 C A o• =Nj g * 6a ae n iii ••'' ... '``` >° o lllllll 1\ u B L Z o:W 40 n m 9 ,n 21 INTERIOR 7 ``\\ SI$ d " V VVV CZO 1 2 •, 5a 3 3 3 • o rr 17 $ yl EXTERIOR 10 M $Lq > cW 10 H 9 E d 3 HORIZONTAL CROSS SECTION c 1.1lr MIN. j Shown wll X sub -buck 1.11r MIN. I c EMB. (TYP.) 3 4 S EMB. (iYP.) c 4 4 4 C p a a D B 0.1s 0.)s CSINK CSINK to L (PYP.) (YP) L 20 20 pp 8 6 W W OZ 40 7 7 INTERIOR INTERIORc E N EXTERIOR EXTERIOR 10 K 2 U o.m 02124112 i 27 40 9 10 0 swa N.T.S. L C E D*rl K: JK m' EcW. BY.. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 0"WK too N 3 Outs shDMm •ins ng 3 4t op p.' Ih. d - ftwbV FL -M36.6 N obu opproved sHan -L or 7 0 8 N EXTERIOR INTERIOR E z c{i 9004 a I mnILl r 19 a c U IL C 11\\\ o 111 11 6 V N •; E z c{i 9004 a I mnILl 3 VERMAL CROSS SECTION S VERTICAL CROSS SECTION q putswing confi urotlon 4 Outswing contiourot'on see general noes, sheet 1 see general ne es, sheet 1 for "HMr woter infiltrotion to iiwr voter InNtrotion requMments requtements E 02124112 LL- N.T.S. JK er• LFS WINO W.: FL -15036.6 xr 4 Of 7 a N 0 r 19 a c U IL C 3 VERMAL CROSS SECTION S VERTICAL CROSS SECTION q putswing confi urotlon 4 Outswing contiourot'on see general noes, sheet 1 see general ne es, sheet 1 for "HMr woter infiltrotion to iiwr voter InNtrotion requMments requtements E 02124112 LL- N.T.S. JK er• LFS WINO W.: FL -15036.6 xr 4 Of 7 a N 0 D MASONRY TYP. HEAD OPENING 3 JAMBS g L 2X BUCK — L= d C; BUCK ANCHORING For DP <= 48 PSF 6. 7 ANCHOR MIN.: 1 MASONRY — TYP. HEAD — TO MASONRY OPENING S JAMBS FRAME EMBEDMENT U d 2X 3 D MASONRY TYP. HEAD 3 OPENING & JAMBS f 2X BUCK 1 STRIKE JAMB FRAME ANCHORING HINGE JAMB Moson% 2X buck construction for DP r_ 48 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge disfonce to mortorjoints. oddillonal concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor fable: 1 1.nMin o mhl+vn 5ff edge d slonm l' end dbronce. i l' o.C. SPCOV orwWlntdnomH+~ium 3/£ odge drtonm I• end ronce, t t• o.C. SPCOV of acrd screws to prevent rhe splt&V of wood. BUCK ANCHORING For DP > 48 PSF and DP - 75 PSF r` MASONRY OPENING FRAME Ek Lj8Ci 2X BUCK LATCH A DEADBOLT DETAIL I 1 FRAME ANCHORING Mosonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL ILL N.T.S. G or JK e C. W. LFS ; awe Na: a N FL -15036.6 0 is or 7- 0 ANCHOR MIN.: MIN. CLEARANCE MIN. CLEARANCE TO MASONRY i0 AOJHOREDGE. ANCHORT/4- SIZE . EMBEDMENT EA*ACENT 1•i/4- 2- 4- 4- 1 1.nMin o mhl+vn 5ff edge d slonm l' end dbronce. i l' o.C. SPCOV orwWlntdnomH+~ium 3/£ odge drtonm I• end ronce, t t• o.C. SPCOV of acrd screws to prevent rhe splt&V of wood. BUCK ANCHORING For DP > 48 PSF and DP - 75 PSF r` MASONRY OPENING FRAME Ek Lj8Ci 2X BUCK LATCH A DEADBOLT DETAIL I 1 FRAME ANCHORING Mosonry 2X buck construction for DP > 48 PSF and DP <= 75PSF HINGE DETAIL ILL N.T.S. G or JK e C. W. LFS ; awe Na: a N FL -15036.6 0 is or 7- 0 e st R MASONRY OPENING FRAM Ix BU( III STRIKE JAMB FRAME ANCHORING Mosorvy 1 x buck constnlcnon For DP - rB PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of The eornen may be masted to maintain The mYL edge distance to mor JOWL 2 Concrete anchor locoWm noted as' A%. ON CENTER' must be odWed to maintain the mh edge dktance to nwx1w)01n1L additional concrete onchen moy bo reQL*ed Tomuuse the IMAX. ON CENTER' d rnensbn we not exceeded. 3. Concrete anchor toble: ANCHOR - ANCHOR MIN. MIN: CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENT TYPE EDGE ANCHOR 11w a 1N• 1.1/4• r 4' TA CON N 3/16- 1.1/P r 1.1/r to C ONa nay xRc.. w...a i. Maintain a minimum S$ edge distance. I -end dhbnCM d 1' o c. spocbp of wood soews to prevent the spirting of wood. e 1 HINGE JAMB 1 MASONRY TYP. HEAC OPENING a JAMBS FRAME 1 X BUCK F TYP. SILL - FRAME ANCHORING Masonry lx buck construct on, For DP > 48 PSF and DP r 7c PSF LATCH A DEADBOLT DETAIL HINGE DETAIL c. fir: JK i L W.- LFS Nox NDs FL —15036.6 i sT 6 or 7 2.2Tr --1 T 4AT WW m 7 r tq SELF NG SADDLE IRENOID 4.56' 2.36' Ly XIGN WAIF DA iHRESHOID BIU OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG - WSS WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1/4* X 2-3/4" PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4' X 1-3/4" ITW CONCRETE SCREW STEEL G 3/16' X 3-1/f PFH ITW CONCRETE SCREW STEEL H 1/4"x 3.114' PFH ITW CONCRETE SCREW STEEL 1 I/4" X 2-1/4" PFH 9W CONCRETE SCREW STEEL J 1/4"X 3.3/4' PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH WOOD SCREW STEEL L 8X2-1/2"PFH WOOD SCREW 1.15- MIN. EMBEDMENT] STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 VX 4" HINGE .097" THK. STEEL 10 N 10 X 314" PFH WOOD SCREW (HINGE TO FRAME) STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB PINE SG >= 0.42 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WITH YIELD STRENGTH Fy (MIN.) E= 600 PSI THERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (1.9 lbs. DENSITY POLYURETHANE 2.2Tr --1 T 4AT WW m 7 r tq SELF NG SADDLE IRENOID 4.56' 2.36' Ly XIGN WAIF DA iHRESHOID A arc 02 24 12 I 4" D"G BY. JK cm W. LFS m smm 7 or 7 o Fes— 2.36" 19 20 HEAD IDESS l\ ^ i zb d n Jome 2.2Tr --1 T 4AT WW m 7 r tq SELF NG SADDLE IRENOID 4.56' 2.36' Ly XIGN WAIF DA iHRESHOID d1 w o -c arc 02 24 12 scuc N.T.S. D"G BY. JK cm W. LFS DI4rm6 a' FL -15036.6 smm 7 or 7 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board or Professional Engineers Certificate orAuthorization No. 9813 Product Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 Category Sub Category Manufacturer Product Name ASTM D2843-99 Therma Tru Corporation Classic -Craft' Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing TEL -06-1031-3 TAS 202-94 Phone 419.298.1740 Non -Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ".this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929-96 ETC -01-741-10705.0 TAS 202-94 ETC -01-741-10593.0 TAS 202-94 TEL -06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. ost+tcf;7jt Signed & Sealed by F•,G c C t jlrvrf 7' i e Signed & Sealed by Lyndon F. Schmidt, E , •. ee Lyndon F. Schmidt, P.E. No 43409 41j Lyndon F. Schmidt, P.E. r STATE OF j o FL PE No. 43409 O• O A tn. 10/16/2017 Rt AL % THERMANTRU' DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. Thts product hos been evoluoted and 8 in compfionce with the 6th Edition (2017) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Ione" (HVHI). 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to boss material shot be beyond wog dressing or stucco. 3. When used in the imr this product Is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud homing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item 039 under active doors and all sills used under sidegtes meet water infiltration requirements for "HVHT. 8. Inswing configurations and outswing configurations using sill items 0313 033 under the active door do not meet the water infiltration requirements for the "HVHT'. Inswing units shag be Installed (In the 11VHP) only In nor}hobitoble areas or of habitable locations protected by on overhang or conopy such that the ongle between the edge of canopy or overhang to sill 8 less than 45 degrees. 0 d Tiled OF CONTEHR SHEET f DESCRIP170N I Typical elevations, design pressures 3 general notes 2 Door pone] detoBs 3 Sidefite pane] details 3 Globng detail4 47.0 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buds and frame anchoring . 2X buck masonry construction 8 Frame anchoring . 1 X buck masonry construction 9 Big of Materials 3 Components 0 d SWING I— 53.13' MAX. ovERAIL WIDTH -i DESIGN PRESSURE (PSI) WITHOUT SURFACE _ BOLTS WITH SURFACE' BOLTS POSITIVE T, O x = 53.13" x 98.0" 47.0 47.0 60.0 -60.0 o m w 53.13" x 96.5" 47.0 47.0 0 o SWING OVERALL FRAME- DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE _ BOLTS WITH SURFACE' BOLTS POSITIVE NEGATIVE" a INSWING 53.13" x 98.0" 47.0 47.0 60.0 -60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 o ES 03! mo`aR p E8z 3a SWING OVERALL FRAME- DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE _ BOLTS WITH SURFACE' BOLTS POSITIVE NEGATIVE" POSITIVE NEGATIVE INSWING 53.13" x 98.0" 47.0 47.0 60.0 -60.0 OUTSWING 53.13" x 96.5" 47.0 47.0 60.0 L 02124112 LL N.T.S. er: JK er LFS FL— t5036.7 n 1 or 9 EXTERIOR E i INTERIOR 46 R 9 o g o a .• mdd 1 HORIZONTAL CROSS SECTION s_ 36.0' MAX. 2 3a DOOR PANEL WIDTH 1 W EXTERIOR INTERIOR a 4.11' Lr - 1.48' O 2 u t All IJ LA N IF o 0 N N N N Z p W W O 41 uh CSO 1.48. DOOR PANEL Cloak NOM WOOD DOOR COMPOMM: OA[ ISG >• 0.671 13--'' • ` _ O o CAM 02124112 = N HINGES711F tO1TDMRAIIWatt N.T.S. 2 VERTICAL CROSS SEC17ON cm er: JK m' 2 0". er: LFS 6MrblC rq_ a FL -15036.7 0 srtn 3 or 9 " O 46 EXTERIOR 26 23 4T 13.7S'MAX. PANEL WIDTH 52 /rill fl R _ 7.17MAX. Sl s i D.L.O. WIDTH INTERIOR E p 29 SEE NOTE I q6 d a 1 HORIZONTAL CROSS SECTION V o j p 26 23 S GLASS s GLASS a J811EBREaca IZ rs 23 1/2- MIN. 26 1 /2' MIN. a W o 2S GLASS THK. 2S GLASS THK. 1 i EXTERIOR 22 EXTERIOR 22 aorzy] OJ 2S 1/8' \ 2S Ifir p • 1 TEMPERED TEMPERED C a c o o 3 GLASS ` cuss EXTERIOR INTERIOR I a a AIR SPACE AIR SPACE b 1/B' 1/8' a 24 TEMPERED 24 TEMPERED y INTERIOR GLASS INTERIOR GLASS Y f 2s 29 25 18 GT GLAZING DETAIL G1 GLAUN D AIL 18 29 d Z b S YWADt•0 pbss w/ .S Insubled AIDC w/ W O t smc Ele Irome pvc SI* from* SEE NOTE I m y r RR 3 41 a ES 1.OB 1.08" o' S0 IDELRE P NE 11 NOW WOOD Smfl11ECOMPONEMS:PONE ISG >•0.421 rI I I I j' Sl = 1 F-- -I I - -moi 1 "' ' i u° NOTE: IST IS3 am 02 24 12 i i 1. Spocing for item 018 d 029 (lite home screws) is o scut: N.T.S. as follows: From the bottom up on Sides: 6.5, with Sf ELITESIDt BTM. S2 SIDEl11E SRIF owl, *r JK m' 7) more spaced of 9.88' o.c. there ore (2) screws Itol both top and bottom 2.13' in from each comer. 2 VERTICAL CROSS SECTION CW. or. LFS 3 E 3 MWDC w R FL -15036.7 0 srctr 3 or o INTERIOR EXTERIOR 1 0.15 Fes— CYINK B 1 HORIZONTAL CROSS SECTION q Outswing shown - ft tV also approved INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION q Outswingconfigwofion vir. I. The sidelite is direct set into the jamb with (12) item MM (M8 X 2 PFH wood screw). There ore 14 of each vertical jamb from the top down of 13.5.31'. 48.5'& 66". SEE NO1 EXTERIOR q HORIZONTAL CROSS SECTION q uuw(re configwoffon INTER EXTEI S HORIZONTAL CROSS SECTION 4 Shown w/1Xwb-buek r.1 u- uru 0.15' CSINK TYP.) INTERIOR J,'y rni Z Oa J Pn 2 d 0 6 UN •• E 9$ cc mua Sn EXTERIOR IOU U i SCAM N.T.S. 9 10 B arc. Gy. A E aoc W. LFS 3 HORIZONTAL CROSS SECTION DPAW ` ND- q ofso o ne stfown - inswing FL -15036.7 also approved srcn 4 OF 9 f U19ti? INTERIOR 1 VERTICAL CROSS SECTION s ms=. ane EXTERIOR INTERIOR INTERIOR O. 40 61 62 I r2-'\ VERTICAL CROSS• requtremenh ILL N.T.S. er JK a. LFS rwc No - FL -15036.7 a 5 or 9 a•. 111111goo 8 N•; EXTERIOR INTERIOR INTERIOR O. 40 61 62 I r2-'\ VERTICAL CROSS• requtremenh ILL N.T.S. er JK a. LFS rwc No - FL -15036.7 a 5 or 9 SO M SEE NOTE I INTERIOR EXTERIOR T VERTICAL CROSS SECTION 6 OVt90Mr shown - inswing also oDwoved 3 VERTICAL CROSS SECTION 6 Outswing conrigwotion z Cl EXTERIOR` SEE NOTE 1 (—M INTERIOR S VERTICAL CROSS SECTION 6 Outswing conrigurotion SEE NOTE I INTERIOR EXTERIOR 2 VERDCAL CROSS SECTION 6 Shownw/lx U".k NOTE: 1. Anchors ass'y Ihru head and SRI of 4" In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing conrourotion ut: N.T.S. s e sn. JK m C sn. LFS ; mm Ho • a FL -15036.7 c a _ or yq Q n i d7 •: Z O • P om qrl u i{ A 2g § m [ W0I V NOTE: 1. Anchors ass'y Ihru head and SRI of 4" In from each corner end. 4 VERTICAL CROSS SECTION 6 Inswing conrourotion ut: N.T.S. s e sn. JK m C sn. LFS ; mm Ho • a FL -15036.7 c a _ or yq Q Ir MASONRY OPENING 2X BUCK N OR E O BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odWed to maintain the min. edge distance to mortar Joints. n 2. Concrete anchor locations noted at MAX. ON CENTER' must be odjusted to maintain the min. edge distance to mortor joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor toble: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT 70 MASONRY TO ADJACENT 1111 8,t= EDGE ANCHOR ITW 1/4' 1.1/4• 2' 4" TAPCONo ELCO 1/4' 1.1/4' 1' 4' ULTRACON ITW a 1 ins. 1.1/4• 3" 1.1/2' TAPCON WUUU34 U'1IJUN NVICX 1. Maintain a minimum SIT edge distance. I' end distance, d 1' o.c. spacing of wood screws to prevent the splitting of wood. a STRIKE JAMB 3• , M I 1 jDETAJL SEEL MASONRY TYP. HEAOPENINGIlJAMB M TYP. FRAME N` 2X BUCK ( t, Li h N TTYP. SILL— 1 J! - I 1 SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck corsmxtlon L 28 M OUTSWING INSWING 63 DETAIL I Attach SUFfoCe bolt strike plate to home as shown (Outswing) M 011rswlNG D 65 66 INSWING 27 LATCH A DEADBOLT DETAIL 63 DETAIL 2 Attach %LNfoce bolt stoke plate at the threshold Ouftwing) HINGE JAMB 63 64 DETAIL 1 Attach surface bolt shake plate to from as shaven (Wowing) 64 63 DETAIL 2 Attach surface bolt strike plate at the threshold Inswing) A Q'ii n O d1 $ Q'rp` a ri 1111 8,t= i< r6 xi mLLLL. 1V HINGE DETAIL Er: JK m Ix. LFS ; arolc Iro.: FL -15036.7 e n 7 or 9 O MASONRY OPENING FRAME 1X BUCK SEE DETAIL 2 STRIKE JAMB • FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the Mtn. Masonry 1 x buck eonshuctkxn edge distance to mortarjolnts. 2. Concrete anchor locotim noted as MAX. ON CENIEr must be ocyusted to moinfain the mh edge distance to mortar jo1ft additional concrete anchors may be required to ensure the 'MAX ON CENTER' dimenslon are not exceeded. 3. Concrete onchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR IIYY • 1/4' 1.1/4' r P TAPCON 3/1L' 1.1/PTAPCON• r 1.1/4' WOOD SCREW INSTALLATION NOTES: d dnfone•. A 1' o.e. sooatno of51. Mountain a minimum S/B' edge distance, 1 on o wood screws to prevent Me spHNng of wood. U 0 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL 1 Attach SWloce boll str"e plate to=, as shown toulswing 65 66 63 DETAIL 2 Attach ndoce bolt spike plate of the threshold latw*v) o a p•2 m [ W yV pLL i d HINGE DETAIL 63 64 DETAIL 1 Attacch AAiace ball stoke plate to home of shown Ing) 64 63 DETAII t Attach Waco bolt strike plate of the threshold OtAre) e 02/24/12 LL N.T.S. 4w.. JK Vt. LFS rwm NO FL -15036.7 n 8 or 9 7S=G+n R o o DETAIL 1 Attach SWloce boll str"e plate to=, as shown toulswing 65 66 63 DETAIL 2 Attach ndoce bolt spike plate of the threshold latw*v) o a p•2 m [ W yV pLL i d HINGE DETAIL 63 64 DETAIL 1 Attacch AAiace ball stoke plate to home of shown Ing) 64 63 DETAII t Attach Waco bolt strike plate of the threshold OtAre) e 02/24/12 LL N.T.S. 4w.. JK Vt. LFS rwm NO FL -15036.7 n 8 or 9 4,0 K g o- .P 0 o' o *i R $ 5601, mnd1, P O14 Z d o R rRy > z sm o0 u p m 0. CCS0 Y n V e I'^ Ln 122 WW In o 2.3d' --i Ti 4.63'--I 19 ?p LEAD A ID e Jrnnb i6 OUISWING SIDEUIE J1 BUMP FACE THRESHOLD LOW ROME = 254 SOPRO 21.1 w i456 I.d6 2.1 —{ I.dS S.)S i o _ o236' I f ' I 1.69 I I I I I N_ o u t z u L an 02 24 12 c 1 SCALL N.T.S. we. e.. JK • 1 cNc er LFS ; P CUP FRAME is INSWING SIDELRE 26 p M SS SELF LUUSi1NG SADDIF IHREHOLD o""""" "o, n S9 LIG W D A IRES TOLD 9J 5 4C spoeer WC FL -15036.7 n o snm 9 or 9 0 BILL Of MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 114" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1/4"X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 27 LATCH STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" IThV CONCRETE SCREW STEEL 29 N8.10 X 1-1 /7' PLASCREIN STEEL H 1/4x " 31/4' PFH IlW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1/4"X 2-I /4" PFH f11N CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1/4'X3-3/4" PTH 11W CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K N 10 X 2" PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L N8 X 2-1 /2" PFH WOOD SCREW 1.15 MIN. EMBEDMENT) STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS - M N8 X 2" PFH WOOD SCREW STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRU FIBERGLASS N 1/4"X 2-3/4"PFH 111N CONCRETE SCREW STEEL WITH YIELD STRENGTH Py MIN. = 6,000 PSI 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4' HINGE .097" iHK. TEL 44 HINGE STILE WOOD 10 N 10 X 3/4' PFH WOOD SCREW HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. 1 l 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM 1.9 Lbs. DENSITY) POLYURETHANE 14 1' L X .040'' DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS - IS INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. 16 OlI1SWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 18 N6.18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT N454 8.U' L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 I /4-20 SIX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET OEADBOLT -SIGNATURE SERIES 180 STEEL 64 N 10 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4"PFH OWI CONCRETE SCREW STEEL 66 3/16" X 2/4"PFH RYV CONCRETE SCREW S1EET. 4.56' —1 67 3/16" X 3/4" PFH R1N CONCR E,TE SCREW STEEL t 2.12' 4,0 K g o- .P 0 o' o *i R $ 5601, mnd1, P O14 Z d o R rRy > z sm o0 u p m 0. CCS0 Y n V e I'^ Ln 122 WW In o 2.3d' --i Ti 4.63'--I 19 ?p LEAD A ID e Jrnnb i6 OUISWING SIDEUIE J1 BUMP FACE THRESHOLD LOW ROME = 254 SOPRO 21.1 w i456 I.d6 2.1 —{ I.dS S.)S i o _ o236' I f ' I 1.69 I I I I I N_ o u t z u L an 02 24 12 c 1 SCALL N.T.S. we. e.. JK • 1 cNc er LFS ; P CUP FRAME is INSWING SIDELRE 26 p M SS SELF LUUSi1NG SADDIF IHREHOLD o""""" "o, n S9 LIG W D A IRES TOLD 9J 5 4C spoeer WC FL -15036.7 n o snm 9 or 9 0 BILL Of MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD 23 PLASTIC UP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 114" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILICONE D 1/4"X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 27 LATCH STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DEADBOLT PLATE STEEL F 1 /4" X 1-3/4" IThV CONCRETE SCREW STEEL 29 N8.10 X 1-1 /7' PLASCREIN STEEL H 1/4x " 31/4' PFH IlW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD I 1/4"X 2-I /4" PFH f11N CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC J 1/4'X3-3/4" PTH 11W CONCRETE SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. K N 10 X 2" PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. L N8 X 2-1 /2" PFH WOOD SCREW 1.15 MIN. EMBEDMENT) STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS - M N8 X 2" PFH WOOD SCREW STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRU FIBERGLASS N 1/4"X 2-3/4"PFH 111N CONCRETE SCREW STEEL WITH YIELD STRENGTH Py MIN. = 6,000 PSI 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 9 4" X 4' HINGE .097" iHK. TEL 44 HINGE STILE WOOD 10 N 10 X 3/4' PFH WOOD SCREW HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. 1 l 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 46 POLYURETHANE FOAM 1.9 Lbs. DENSITY) POLYURETHANE 14 1' L X .040'' DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS - IS INSWING SIDELITE SPACER PVC 51 SIDELITE TOP 3 BOTTOM RAIL COMP. 16 OlI1SWING SIDELITE SPACER PVC 52 SIDELITE STILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 18 N6.18 X 1-3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT N454 8.U' L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 I /4-20 SIX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET OEADBOLT -SIGNATURE SERIES 180 STEEL 64 N 10 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4"PFH OWI CONCRETE SCREW STEEL 66 3/16" X 2/4"PFH RYV CONCRETE SCREW S1EET. 4.56' —1 67 3/16" X 3/4" PFH R1N CONCR E,TE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board orProressional Engineers Cenifiwte of Audioriation No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) i etf J Lyndon F. Schmidt, P.E. 3. Calculations Prepared by 4 y43 • J .).:;1?!,,Signed 8 Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) .` 4 ''.•' G E N Si;• .tyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. No 43409 4. Quality Assurance •:'r Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products -0 : ( u Lyndon F. Schmidt, P.E. within a quality assurance program that complies with ISO/IEC 17020 and :-9 ST:; t E JF t y Guide 53. :4. c:• f. U •: QUO FL PE No. 43409 1•., (n Q; • 1o/1s/2017 Sheet 1 of 1 Q • • • ; o SSC t di8C7tt1 25t THERMANTRU9 DOORS Classic -Craft. FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Hondo Building Code FBC) structural requirements including the'lfgh Velocity Hurricane Ione' (HVHI). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shoil be beyond wall dressing or stucco. 3. When used in the "HVHP this product Is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'NVHP requiring wind bome debris protection this product B required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 a R301.2.1.2. 5. For 2x stud froming construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 1139 under active doors and ail sills used under sidefites meet water infiltration requirements for -HVHP. 8. Inswing configurations and outswing configurations using sill items 1131 a #33 under the active door do not meet the water Infiltration requirements for the 91VHT. Inswing units shall be installed fin the "HVHP) only in non•hobitoble areas or of habitable locations protected by on overhang or canopy such that the ongle between the edge of conoDv or overhona to sill is less than 45 decrees. SWING TABLE OF CONTENTS DESIGN PRESSURE (PSI) DESCRIMON i I elevations, d ssunpreresanerdnotes NEGATIVE Door panel deloilsP23Sldeltepaneldetails a Glaring detorl 68.5 x 98.0" Horizontal cross sections 47.0 vertical cross sections 6 1 vertical cross sections 7 1 Buck and frame anchoring - 2X tuck mosorvy construction 8 1 Frome anchoring -1 X buck masonry construction 9 1 Bal of Materials a Components SWING 68S MAX. OVERALL WIDTH DESIGN PRESSURE (PSI) WITHOUT SURFACE BOLTS - RESr! NEGATIVE 8 i`~• C o n 68.5 x 98.0" l7 i z 7 O i = 47.0 60.0 60.0 4ID rp•D m LL61 o h P LA 60.0 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE BOLTS - RESr! NEGATIVE 8 i`~• C o n 68.5 x 98.0" 47.0 47.0 60.0 60.0 4ID rp•D m LL61 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE BOLTS - WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 68.5 x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 1 68.5 x 96.5" 47.0 47.0 1 +60.0 60.0 erre e+'. JK cw er. LF$ FL -15036.8 X1 1 or 9 i 2 E I a 09 t`t AI EXTERIOR 43 iii'' * • t````. ri n Ea $ ou INTERIOR 4 HORIZONTAL CROSS SECTION S n36.0• MAX. cul DOOR — PANEL WIDTH 2 J DID j W EXTERIOR INTERIOR L r-1.+s• —1 •. g m I " a e LIL 1 T- eO 2 12 /RAIL u U N LE o 0 N N p N P . W W Z o0 1.4r 10 DOO NEl —T L w i Oossk Qo 14011: WOOD DOOR COMPO MM OAK ISG >• Un C-' 02 Uo DATE 02124112 °z 11 INCE lE IS lOIiOM ILd•.•.. N.T.S. o 2 VERTICAL CROSS SECTION owe e.. JK o 2 cm. rr. mywoc wo, a N FL-150368 0 N sw[n a ori O 13.7. PANT 7. D.L I SO SIDE NE S NOTE WOOD SIDEIITE COMPONEMS: PINE (SG "0.42) NOTE: i s I. Spacing for Item N 18 d N29 Qite frame screws) is as follows: From the bottom up on sides: 6.5, with z17) more spaced of 9 SW o.c. there ore (2) screws both top and bottom 2.13" in from each comer. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION C. rn ct MIN. kSS THK. EXTERIOR TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS INTERIOR SI SIDfUIE TOP A BTM. Ral GLAZING DETAILG1 SMR. adplanw/ pvc Ete hCme MIN. SS THK. TEMPERED GLASS EXTERIOR c-1. I/8" TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 n 0 0l z n n qqmo 9 °cW YI pcn r z 3n ij soma N.T.S. are W. JK m LFS 3 rsario "o - Fl– 15036.8 o_ FL-15036.8 e Salo 3 or 9 O EMB. (M.) SEE NOTE I INTERIOR EXTERIOR 0.15' CSINK C TnPI 1 HORIZONTAL CROSS SECTION 4 Outswing shown - Inswing also approved i a S z ii C 4TERIOR XTERIOA 2 HORIZONTAL CROSS SECITON 3 HORIZONTAL CROSS SECTION 4 Outswtng configuration 4 Outswing configuration TE 1 SEE NOTI INTERIOR EXTERIOR 1-1 u- KAIM 6 HORIZONTAL CROSS SECTION 4 Shown w/IX sub buck nw aucmo n wc f sel iNor he jamb with 112) item NM 108 X T PFH wood screw). There are (4) of each vertical tomb from the top down at 13.5, 31", 48 5"& 66". KTERI01 ITERIOF 4 HORIZONTAL CROSS SECTION q uuwing configuration sruc: N.T.S. 0". 11r. A m arK. W. LFS 3 b HORIZONTAL CROSS SECT10NCROSSSECTION q tnsvrg configuration FL— t50 6.8 a 1 a 9 lam i i O Imo' ,r•rrr J ; Yas V n i*u m uAl0 V mnnLo rDC O o gn r V1 ZU sruc: N.T.S. 0". 11r. A m arK. W. LFS 3 b HORIZONTAL CROSS SECT10NCROSSSECTION q tnsvrg configuration FL— t50 6.8 a 1 a 9 lam V19t,z INTERIOR g t 1 VERTICAL CROSS SECTION 5 OW ac .. • ftig EXTERIOR INTERIOR e e e 6S 3 VERTICAL CROSS SECTION S oneeeriofs.sgononesheet 1 for'HVHr water infiltrotion requirements 62 1 eVERTICAL CROSS SECTION S Wowing configumtion see ggenerol notes. sheet 1 i o: f 1iVFfr Wh ter infatmtion y INTERIOR O. 61 lift, 62 i :f1 _ • p i 60 zXTERIORINTERIOIPWmm e o e S VERTICAL CROSS SECTION 66 S Outswtng coNloumtlon see general cries, sheet 1 for 11VHr woter infltrotion requirements r` oRmZ U n •: n 0 xf-4 ZA 0E sc; lw• Zd m x m2 r fw S4 souE: N.T.S. owe. or. JK • M. BY.. LFS ; mkwwe NO.: • FL -15036.8 u swrtr -L or 9 0 hL E D , D E • : 14 y o:, D y i 1. V.w J Q,' Op Cep D N% qZ` Q;n i d i d mBLtAC4 1rs I n z S u5} S Z V C 19 r D4 11 50 M 19 t SO M c SEE NOTE I a SEE NOTE I V INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR 2 VERDCAL CROSS SECTION i R d Shown w/IXsub-buckso N5t1VERTICALCROSSSECTIONSEENOTEtM IS Ouhwing slwwn . bowing 39 olso opproved 16 NOTE: W m o t 2 d 1. Anchors oss'y thru head and sal of 4' in from each comer end. G ao INTERIOR EXTERIOR u e aL INTERIOR 1v.1 EXTERIOR G 50 N N S VERTICAL CROSS SECTION W W N o SEE NOTE 1 M 50 6 Outswing configuration L SEE NOTE 1 in eh Z 15F/M oo 11 C; kI 19 N e m A F • e p Z u z ° n DAM 02124112 = 0 seNE• N.T.S. i • • n e • . e are tn. JK m' CNK. W. LFS 3 Ne "e ro3VERTICALCROSSSECTION4VERTICALCROSSSECTION 6 outs%*v conBgurotbut Il Irm+Ang conOgurolbxt FL- t 5036.8 n Lmj-r7 cIs— a s. D MASONRY TYP. HEAD OPENING S JAMBS SEE NOTE 1 L MULLION 2X BUCK SHOWN FOR d N REFERENCE != ONLY V O BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge "once to mortor joints. " MAX.2. Concrete anchor locations noted as ON CENTER' must be adjusted to maintain the min. edge distance to mortorjoints, additional concrete anchors Mmayberequiredtoensurethe AX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT b TYP. q 1 hssr EDGE ANCHOR ITW a 1/4" 1.1/4' 2" 4" TAPCON Np ELCO o 1/4' 1.1/4" 1" 4" ULTRACON g V O ITW a 1 3/16' 1.1/4" 3" 1.1/2" TAPCON WSft N O Cm WLJVN 41L.x[n IMIALLAIN.JI'1 MIMI.. 1. Maintain o minimum 5/8" edge distance, 1"end distance, S 1"o.c. spacing of wood screws to prevent the splitting of wood. 3' - MASONRY MASONRY OPENING FRAME 2X BUCKS P* I E DETAIL 1 l Illlll ih TYP. HEADS JAMBS b TYP. q 1 hssr TV. SILL 1 111 SEE DETAIL 2 FRAME ANCHORING Masonry 2X buck construction l OUiSWING 63 INSWING DETAIL I Attach suAoce bolt strike pate to home as shown (Oulswing) IL OUTSWING 65 66 INSWING 63 LATCH B DEADIOLT DETAIL DETAIL 2 Attach sudoce bolt strike plate of the Ihreshotd Out_ft) HINGE JAMB 63 64 DETAIL 1 Attach surface bolt stoke plate to home as shown lir-ft) 64 It vl,T DETAIL 1 Attach sutfoce boll sifte plate at the threshold buvAng) 1 * rr, ih n q 1 hssr s z o 6 s9N,..z i v Nzl I O 6 n Np VU3 g V ORc WSft N O Cm N o a zgmm HINGE DETAIL ae N.T.S. = L W. JK a L n• LFS 3 mvio No: ° N FL -15036.8 c a 7 or 9 " 0 MASON OPENIN FRAN IX X 4, SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Mosorvy 1 X buck construction 1. Concrete anchor locotlons of the comers may be odJusted to maintain the mix edge dfstonce to mortar Joints. 2. Concrete anchor locations noted as WX. ON CENTER' must be odltnfed to molntoln the m1m edge distance to modar Joints. additional concrete anchors may be requked to ensue fhe ibMAX. ON CENTER' dlmenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT ' TO MASONRY TO ADJACENT SEE DETAIL I ANCHOR IT a 1/1' 1.114, 2' 4, iAPC ON J ' m O TYP. HEAD 6 31W 1.114, Y 1.11r v N •: 9 • 2 { JAMBS DO W W o L0€ 5 tY 3 p LLLL V JN TYP. EEIRU 0 IUCK F TV N SILL I I I I SEE DETAIL 2 STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Mosorvy 1 X buck construction 1. Concrete anchor locotlons of the comers may be odJusted to maintain the mix edge dfstonce to mortar Joints. 2. Concrete anchor locations noted as WX. ON CENTER' must be odltnfed to molntoln the m1m edge distance to modar Joints. additional concrete anchors may be requked to ensue fhe ibMAX. ON CENTER' dlmenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT ' TO MASONRY TO ADJACENT EDGE ANCHOR IT a 1/1' 1.114, 2' 4, iAPC ON J ' m O 11 fA CONe 31W 1.114, Y 1.11r 1IWV VRCA InilnlLn IIVI`r nV lC: 1. Moinfaln o minb wm 5Ar edge distance, )*end distance. 6 P o.c. spochV of I -- fn --.t thw <r gffh-- of wand. 1 HINGE JAMB LATCH A DEADBOLT DETAIL DETAIL 1 Attach surface boll spike plate to home as shown IOuMAng) 65 66 63 DETAIL 2 Attach Surface boll stoke plots of the threshold 1Orltswu+gl 711RGEDETAIL 63 64 DETAIL 1 Attach surface bolt strike plate to home as shown [inswing) 64 t DETAIL 2 Attach sudoce Doll stoke plate he at the threshold I^^'tl) IV4NY JK I wNc No. FL -15036.8 ngor_L q•• O• ••'lli `Av• rnl Vn I •••'••. u 0 n R f\\\ J ' m O rrrrfl ,it v N •: 9 • 2 { DO W W o L0€ 5 p LLLL V DETAIL 1 Attach surface boll spike plate to home as shown IOuMAng) 65 66 63 DETAIL 2 Attach Surface boll stoke plots of the threshold 1Orltswu+gl 711RGEDETAIL 63 64 DETAIL 1 Attach surface bolt strike plate to home as shown [inswing) 64 t DETAIL 2 Attach sudoce Doll stoke plate he at the threshold I^^'tl) IV4NY JK I wNc No. FL -15036.8 ngor_L C. „ MATERIAL 4' o r a U 1. adl i Y OP 0h Z ID o u siu x7 2 :I V V Oz d R w m LiW U C m J CCt .. J o a & 1 y " i N N A T la I-- 220r E'i P, o1,, I St N r 2.17 I 1 I :n V' u nyo 0 23r—TT 19 20 HEAD i SIDE 4' jamb > > E 4.56• 2.59' 16 Sp F NG SIDEIIIE 21 UMI f C IRESHOLD L W PRO TLE - W iS 21S ==Q S 2.36. 1.68 - 2.1 o _ c i I ' .6Y 1.68 { 5.75 L I 2arz:02 2e 12 ? o ; o N.T.S. 2 L " 0.53' i'-- o — L i--.53• - C"L n. LFS ; J9 HIGH WA1FR D THRESHOLD 23 SM VIC UP LIFE FRAME 1S I CNG SIDEUIE 26 PvC C M h :1_SEIf ADJUSTING SADDLE 1HREHOLD FL -15036.8 0 SHM 9 w to Blll OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LRE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILst ICONE D 1/4" X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 27 LATCH STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DEADBOLT PLATE STEEL F 1/4'X 1-3/4"ITWCONCREIESCREW STEEL 29 118•lOX 1-1/2'PUSCREW STEEL I 1/4"X 2-1/4' PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1 /4' X 3.3/4" PFH mN CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K N 10 X 2' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L N8 X 2-1 /T PFH WOOD SCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 118 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL DOOR SKIN:.) 25 MIN. iHK, FIBERGLASS BY THERMA-TRU 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 41 WITH YIELD STRENGTH Py (MIN.) = 6,000 PSI FIBERGLASS 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 42 TOP RAIL COMP. 9 4` X 4' HINGE .097" THK STEEL 13 LATCH STILE WOOD 10 q 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 N 10 X 1-3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibi. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAZI STEEL 50 SIDELRE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS - 1 S INSWING SIDELTTE SPACER PVC 51 SIDELRE TOP 3 BOTTOM RAIL COMP. 16 OIITSWING SIDELIIE SPACER PVC 52 SIDEUTE STILE w000 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/2" SURFACE BOLT SPACER STEEL 18 qb-1 B X 1.3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT N454 8.0" L. X .25 THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 13/4" 1. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT •SIGNATURE SERIES 780 STEEL 64 p 10 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLUUR GLAZING TAPE 65 3/16" X 2-1/4" PFH 111N CONCRETE SCREW STEEL 66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL 4S6' 67 3/16' X33/4' PFH ITW 1 CONCRETE SCREW STEEL C. „ MATERIAL 4' o r a U 1. adl i Y OP 0h Z ID o u siu x7 2 :I V V Oz d R w m LiW U C m J CCt .. J o a & 1 y " i N N A T la I-- 220r E'i P, o1,, I St N r 2.17 I 1 I :n V' u nyo 0 23r—TT 19 20 HEAD i SIDE 4' jamb > > E 4.56• 2.59' 16 Sp F NG SIDEIIIE 21 UMI f C IRESHOLD L W PRO TLE - W iS 21S ==Q S 2.36. 1.68 - 2.1 o _ c i I ' .6Y 1.68 { 5.75 L I 2arz:02 2e 12 ? o ; o N.T.S. 2 L " 0.53' i'-- o — L i--.53• - C"L n. LFS ; J9 HIGH WA1FR D THRESHOLD 23 SM VIC UP LIFE FRAME 1S I CNG SIDEUIE 26 PvC C M h :1_SEIf ADJUSTING SADDLE 1HREHOLD FL -15036.8 0 SHM 9 w to Blll OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LRE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1/4" INTERCEPT SPACER STEEL C MAX. 1 /4"SHIM SPACE WOOD 25 SILICONE CAULK SILst ICONE D 1/4" X 2-3/4' PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC LIP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 27 LATCH STRIKE PLATE STEEL 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DEADBOLT PLATE STEEL F 1/4'X 1-3/4"ITWCONCREIESCREW STEEL 29 118•lOX 1-1/2'PUSCREW STEEL I 1/4"X 2-1/4' PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1 /4' X 3.3/4" PFH mN CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K N 10 X 2' PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L N8 X 2-1 /T PFH WOOD SCREW 1.1 S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M 118 X 2" PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS - N 1 /4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL DOOR SKIN:.) 25 MIN. iHK, FIBERGLASS BY THERMA-TRU 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 41 WITH YIELD STRENGTH Py (MIN.) = 6,000 PSI FIBERGLASS 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 42 TOP RAIL COMP. 9 4` X 4' HINGE .097" THK STEEL 13 LATCH STILE WOOD 10 q 10 X 3/4" PFH WOOD SCREW STEEL 44 HINGE STILE WOOD 11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 BOTTOM RAIL COMP. 12 N 10 X 1-3/4' PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibi. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAZI STEEL 50 SIDELRE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS - 1 S INSWING SIDELTTE SPACER PVC 51 SIDELRE TOP 3 BOTTOM RAIL COMP. 16 OIITSWING SIDELIIE SPACER PVC 52 SIDEUTE STILE w000 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1/2" SURFACE BOLT SPACER STEEL 18 qb-1 B X 1.3/4" PFH SCREW STEEL 61 IVES SURFACE BOLT N454 8.0" L. X .25 THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X 13/4" 1. STEEL 20 SIDE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEADBOLT •SIGNATURE SERIES 780 STEEL 64 p 10 X 2-1/2" PFH SCREW STEEL 22 1 /8 THK. CELLUUR GLAZING TAPE 65 3/16" X 2-1/4" PFH 111N CONCRETE SCREW STEEL 66 3/16" X 2-3/4' PFH ITW CONCRETE SCREW STEEL 4S6' 67 3/16' X33/4' PFH ITW 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 2. Drawing No. No. FL 15036.9 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Prepared by RW Building Consultants, Inc. (CA #9813) Testinq Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3, Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) OET:S 7 b Lyndon F. Schmidt, P.E. 4. Quality Assurance F:,•• c••+.' y• i. Certificate of Participation issued by National Accreditation and `o ;. G l: ,c < .•• o e Management Institute, certifying that Therma Tru Corporation is y manufacturing products within a quality assurance program that complies Z ,a< with ISO/IEC 17020 and Guide 53. c•;•p-: 1„ Lyndon F. Schmidt, P.E. O FL PE No. 43409 rl 10/16/2017 Sheet 1 of 1 i S;'` ••-•"r " THERMAKIRIU97 DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I . This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Balding Code FBC) structural requirements Including the "High Velocity Hurricane lone' (HVHI). 2. Product anchors sholl be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVH2- this product is required to be protected with on impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the "HVHP requiring wind borne debris protection this product 4 required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 d R301.2.1.2. 5. For 2x stud homing construction, anchoring of these units sholl be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detogs of this drawing requite further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal Of item R39 under active doors meet water infiltration requirements for •THVHT. 8. Inswing configurations and oubwing configurations using sill items R31 S a33 under the active door do not meet the water infiltration requirements for the "HVHP. Inswing units shag be installed (n the'1MZI only in non•hobitable areas or at habitable locations protected by on overhang or canopy such that the angle hnrween the edoe of conoov or overhona to sig is less than 45 degrees. SWING TABLE OF CONTENTS SHEETS I DESCRIPTION 1 Typicol elevoliicru. design pressures a general notes 2 Door panel detais 3 Horizontal cross sections 0 L] Vertical ctm sections S Buck anchoring 6 Frome anchoring . 2X buck mosonry construction 7 Frame onchoring. IX buck mosorvy construction 8 1 AskQol details 9 1 Big of Materials b Components SWING 74.7 MAX. OVERALL FRAME WIDTH DESIGN PRESSURE (PSI) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS ZZ 0 O M x NEGATIVE POSITIVE NEGATIVE We S Lj 0 L] o P 60.0 -60.0 0 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 -60.0 OUTSWING 74.5'x 96.5" 1 +47,0 47.0 60.0 M N.T.S. M. JK or LFS wo No: FL -15036.9 n 1 or -9 4T • ,'tib{ • • • - EXTERIOR YAA s. H•: INTERIOR 46 yq 9 gz odLD 4 HORIZONTAL CROSS SECTION 9 36.M MAX. 1d DOOR St PANEL WIDTHF2 a R 2 ' c EXTERIOR INTERIOR W ; a f .tt• c Q 0 g W d E E,/. N e ^ L 55m 17 Y O62 P RAIL N LATT:N EL ^ 6 V 66 N v vi pp 2 a W W _ b h (aj r as I --I 3v r 1.4r - I > > DOOR PANEL L = = ; 8 cwnlc cron a W = s — _- a , NOTE: WOOD OOOR COMPONEWS: OAK (SG>• 0.67113- o _ - Ze i,j •• N 2 GO i BIM 02124112 1 i W HINGESIitf 4S BOTfOMRAII SCALL N.T.S. C F 2 VERTICAL CROSS SECTION UNC n. ,1K m uec n. LFS ; m VAK No.: FL -15036.9 0 SHm _L of 10G a EMB. ice' n 4 4 ITMP.) 20 m = 21 8 40 7 14 E_ L$ 9 od INTERIOR 4 30 ou Z. 3 3 0 17 391 O z 0 EXTERIOR 10 H iW st 61 f 4 HORIZONTAL CROSS SECTION u 1-1/4'MIN. 3 4 S 3 Slwwnw/1XsutrDuck 1•I!4•MW . K EMB. (TYP.) EMB. (TYP.) C 4 4 4 C Q a m E O.1S O.IS L CSINK TYP-) MNK InP•1 t ti 20 20 86 V • g 8 e 8 e 7 40 1 40 7 INTERIOR 7 INTERIOR n n 00 Utill n •• a e e W i Q h O K 10 EXTERIOR 13 EXTERIOR 10 K z u DAM 02124112 i d 10 y 40 L 40 1p 9 B srwit N T.S. 427 it E E MO. at. JK o aa. n: LfS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION nMwro No.: ° 3 Outswing shown -Inswing 3 Outswing shown - Issuing 3 Outswing snows - inswing FL-15036.9 "- oho opproved oho approved oho opproved saa 3 OF 9 OO C-i 62 Vii,! INTERIOREXTERIOR 1 VERTICAL CROSS SECnON 4 = - a, e ems• e EXTERIORINTERIOR 62 I VERTICAL CROSS • v yM T 7-77,149 T•T r r r TAPCON ElCO 1/4" 1•T/r T' gV I 11 it_ pN n YZETYP. HEAD E b JAMBS x d € o MASONRY OPENING r O1u ASTRAGAL c SHOWN FOR iN REFERENCE m 2X BUCK ONLY mu 0 O 55m N N BB o ea CONCRETE ANCHOR NOTES: 1. Concrete onchor bcotbns of the comers may be o4usted to maintain the min. BUCK ANCHORING edge distonce to mortor)olnh. As S 2. Concrete onchor locotlons noted os MAX. ON CENTER' must be odimted to o s mointoln the min. edge dalonce to mortor/oinh, odditionol concrete anchors may be required to ensure the MAX. ON CENTER' dimensbn are not exceeded. 3. Concrete onchor toble: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE a-2 n TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENTEDGECOT: 02124112 iANCHOR SWt: N.T.S. e ITw o 1/,r owe. W. JN m LFSeatBY. 3 oaam c Yo, c WOOD SCREW INSLLLIA110N NOTB: FL -15036.9 L mahtah o 0* "1 &w wipe dbtonce. 1•end dmonce, a t'o.c. spoctrp of n sYco — or 9 O wood mewstopevent"minkvofwood T•T r r r TAPCON ElCO 1/4" 1•T/r T' 1' ULTRACON 7.S I I ANCHOR MIN. MIN. CLEARANCE SIZE - EMBEDMENT SEE DETAIL i0 ADJACENT L 1' MASONRY TYP. HEAD ANCHOR I1Wt • OPENING LL JAMBS 1.1/a" r ASiRAGAI SHOWN FOR FRAME REFERENCE 1.1/a' r ONLY TAPCoN 2X SEE DETAILt t • — r I SILL FRAME ANCHORING M,2X buck construction for DP ca 48 PSF 1= O L` rP ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be od(usted to maintain the min. edge distance to morforjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfor joints, additional concrete onchoa may be required to ensure the "MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE - EMBEDMENT TO MASONRY i0 ADJACENT EDGE ANCHOR I1Wt • 1/a• 1.1/a" r 4• TAPCON ITw • 3/16• 1.1/a' r TAPCoN I h'WYJL.RCn IrvJIALI..nIlW nII- 1. Maintain o minimum 5/8' edge distance, 1• end d810nce. 6 I' O.C. Spacing of wood screws to prevent the Wfiffing of wood. l' SEE DETAIL 1• — '' rrrr 1 Ass `` iZ •: MASONRY s o Z{ OPENING _ b JAMBS ASTRAGAL I '` SHOWN FOR FRAME -/ REFERENCE —a ONLY O o 2X BUCK — b, SEE DET I SILL s 1 1 G O R FRAME ANCHORING HINGE JAMB Masonry 2X buck construction for DP > 48 PSF and DP ca 6" r L 2 63 9 K NR 10 WPI ? b h L 64 e 0 DETAIL 1 DETAIL 1 Atloch ashop0l/surface bolt AttOCh OShOgol/nliaCe bolt strike V to frome spike plates to home L HINGE DETAIL _ as shown (Ouhv*v) as shown (ftwkv) = 6S 66 64 - 63 - 1-1-121 u aa. 0202124112 i 27 scut N.T.S. ° 63 B c By. JK m DETAIL t DETAIL t 00• n• LFS e Attach surface bolt Attach surface bolt 1hu~W. • strike pole of the tiveshold stoke plote at the tiveslwld LATCH A DEADROLt DETAIL FL -15036 9 OutsvMLTI Ih>s r+91 spas JL Of j G i 2 I 7s ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY SEE DETAIL C: it5.,==_ 1 1• MASONRY — TMP. HEAD E OPENING S JAMBS r a• 3/16• ASTRAGAL _ fiR, f ~ 0 0 0 SHOWN FOR FRAME REFERENCE ONLY S".1/r I^ d IX BUCK F SEE DETAIL TMP• IT SILL 1 FRAME ANCHORING Moson% 1 X buck construction Lor DP h 48 PSF L{ rP ASTRAGAL STRIKE JAMB FRAME ANCHORING MOSanry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the cornea may be od)wted to maintain the min. edge distance to mortor Joints. 2. Concrete anchor Locations noted as MAX. ON CENER• must be odJusted to maintain the min. edge distance to morfor Joints, additional concrete anchors may be reclubed to ensure the MAX. ON CENTER• dimension ore not exceeded. 3. Concrete anchor table: ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENEDGE C: it5.,==_ I E v r a• 3/16• fiR, f ~ 0 0 0 SEE DETAIL — F32 S".1/r OPENING MASONRY TMP. HEAD b JAMBS v ASTRAGAL SHOWN FOR 00 i muni FRAME REFERENCE ONLY 0 d IX BUCK - F Q XU U SEE DETAIL y TYP. N 1 SILL — i z i zyoSZ I 1• I I 1 I 1 iS FI (: gg5 yN G ASTRAGAL STRIKE JAMB FRAME ANCHORING MOSanry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the cornea may be od)wted to maintain the min. edge distance to mortor Joints. 2. Concrete anchor Locations noted as MAX. ON CENER• must be odJusted to maintain the min. edge distance to morfor Joints, additional concrete anchors may be reclubed to ensure the MAX. ON CENTER• dimension ore not exceeded. 3. Concrete anchor table: w6n.lu J1.,KCq' Mrnll./1nlJn rvV Gl3%.RCnmurnunnvn rv cr. 1. Maintain o mlMmum 5/8• edge distance. ) • end distance, IL 1• o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP r_ 6OPSF q 67 2 63 e 63 r L 64 DETAIL t DETAIL I Attach oshoOoVswloce bolt AHoch oftgoUsurfoce boll strike ploes to home strike plate to home as shown (Outswing) m shown Pm -ft) 63 65 66 64 63 DETAIL 2 DETAII 2 Attach slxloce bolt Attach surface boll strike plate at the threshold strike plate of the threshold 1O1r1»tnel 1»ing) HINGE JAMB LATCH A DEADSOLT DETAIL IL N.T.S. K. JK n: LFS WW wa FL -15036.9 El -L or 9 ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY TO ADJACENEDGE ANCHOR1/4• E 1.1/P r a• 3/16• 1.1/a• S".1/r w6n.lu J1.,KCq' Mrnll./1nlJn rvV Gl3%.RCnmurnunnvn rv cr. 1. Maintain o mlMmum 5/8• edge distance. ) • end distance, IL 1• o.c. spacing of wood screws to prevent the splitting of wood. for DP > 48 PSF and G DP r_ 6OPSF q 67 2 63 e 63 r L 64 DETAIL t DETAIL I Attach oshoOoVswloce bolt AHoch oftgoUsurfoce boll strike ploes to home strike plate to home as shown (Outswing) m shown Pm -ft) 63 65 66 64 63 DETAIL 2 DETAII 2 Attach slxloce bolt Attach surface boll strike plate at the threshold strike plate of the threshold 1O1r1»tnel 1»ing) HINGE JAMB LATCH A DEADSOLT DETAIL IL N.T.S. K. JK n: LFS WW wa FL -15036.9 El -L or 9 II a4--SEE NOTE Iow 4—or NOTE: I. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND THE BOTTOM. it wue N.T.S. owe. m. JK ua. or. LFS FL -15036.9 r $ or II ........... 4S\\ J I\ 01n0 17 R m8N •; E RRo 3aR• 0 mai c 0E Eo I u wue N.T.S. owe. m. JK ua. or. LFS FL -15036.9 r $ or n r 4S6' -1—6` ff, — 3 ; I •• ... •``` J> 'iP ti N •: 0 2.36• ' o u i< r. E =$ mu HEAD t SIDE R ig 7 5 co jt920Tm • m o a oZ0 a I -- 220' -- i I R' e I— 4.63' —I Ln > W o5tm §a J I WMP FA f 1NRESNOID LOW PROflLE yo m ` J S GI c m6c a PINE) V ro N N Z e t' SELF A NG ADDIfiREHO1D w e k 4s6- a a x.36" _ w e_Q ms N — Z V L —02/24/12 i T o r: N.T.S. is 39 NI H WAtE DAM iHRESHOID ave. W. JK m' uoc a.. LFS 3 g RR. w : a FL -15036.9 m G Wen _q 9 G 0 d BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4' SHIM SPACE WOOD D I /4" X 2-31,C PFH ElCO OR I1W CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1/4"XI-3/4'rtWCONCRETESCREw STEEL G 3/16" X 3.1 /4" PFH R1N CONCRETE SCREW STEEL rK1/4"x 3.1 /4"PFH RVJ CONCRETE SCREW STEEL I/4" X 2-1/4" PFH fTW CONCRETE SCREW STEEL 1/4"X 3-3/4" PFH ITW CONCRETE SCREW STEEL p 10X2" PFH WOOD SCREW STEEL t8 X 2-1 /2" PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL HURRICANE ASTRAGALALUM. ASTRAGAL STRIKE PLATE STEEL rl ASTRAGAL FLUSH BOLT STEEL ASTRAGAL FLUSH BOLT RETAINER ALUM. SHORT REACH COMPRESSION WEATHER-STRIP FOAM LONG REACH COMPRESSION WEATHER-STRIP FOAM 4" X 4` HINGE .09T THK. STEEL N 10 X 3/4- PFH WOOD SCREW HINGE TO FRAME) STEEL 13 q 10 X 1-1/7 PANHEAD SMS STEEL 17 KWIKSET PASSAGE LOCK •SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SIDE JAMB SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE PFIBERGLASS M. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD UM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 40 CLASSIC CRAFT DOOR •SEE DOOR PANEL DETAIL SHEEP FOR DETAILS 41 WITH YIELD STRENGTH FTHK, MIFIBERGLASSER6OSPSI TMERMA-TRU 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM 1.9 Lbs. DENSITY POLYURETHANE 60 1 /2' SURFACE BOLT SPACER STEEL 61 IVES SURFACE BOLT N454 8.l)' L X .25' THK. STEEL STEEL 62 1 /4-20 SIX BOLT W/ 1/4-20 FEMALE END X 1-3/4" L. STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 64 q 10 X 2-1/2' PFH SCREW STEEL 65 3/16" X 2-1/4" PFH tTW CONCRETE SCREW STEEL 66 3/16" X 23/4' PFH IIW CONCRETE SCREW STEEL 67 3/16" X33/4" PFH RW CONCRETE SCREW STEEL R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing l Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ') only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC -01-741-10705.0 ETC -01-741-10593.0 TEL -06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84 -00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) o otitt biiib; ;,30,t'` Lyndon F. Schmidt, P.E. 3. Calculations Prepared by a' ><• %,l s, Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) e> ' •'• G'•i`: •'•T i yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. : ' ••' f 4. Quality Assurance r : o Certificate of Participation issued by National Accreditation and Managemeri Institute, certifying that Therma Tru Corporation is manufacturing products = 'O % Lu ` Lyndon F. Schmidt. P.E. within a quality assurance program that complies with ISO/IEC 17020 and S i :1 E O F J FL PE No. 43409 Guide 53. IST' 4 n 10/16/2017 Sheet 1 of 1 .0 X- . 0 R 1 4 d1189r[:: i1f; THERMANTRU""' DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTS WING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 61h Edition (2017( Florida Building Code FBC) structural requirements including the'1•ligh velocity Hurricane Zone" (NVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shop be beyond wall dressing or stucco. 3. when used in the 1fVHr' this product is required to be protected with on impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the "HVHP requiring wind bome debris protection this product is required to be protected with on Impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of IN drawing require lurlher engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Nem #39 under active doors and oil sills used under sidefites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #313 #33 under the active door do not meet the water infiltration requirements for the "HVHT. Inswing units shop be installed (in the "HVHZ") only in non-hobitoble areas or at habitable locations protected by on overhang or canopy such that the ongle between the edge of canopy or overhang to si l is less than 45 degrees. SWING TABLE OF CONTENTS SHEET B DESCRIPTION 1 Typical elevations. design pressures 3 generol notes 2 Door panel details 3 Sidelite pones details 3 Gbring detol 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sectkms 7 Cluck and frome anchoring . 2X buck mosorry constnrctlon B Frame anchoring .1X buck mosonry construction 9 Astragal detols 10 Bill of Materials 3 Components SWING 105.7 MAX. OVERACT FRAME WIDTH DESIGN PRESSURE (PSI) WITHOUTSURFACE DOLTS WITH SURFACE BOLTS POSITIVE i:' zzz O NEGATIVE zz IOS.S" x 98.0" 47,0 5c r= m l7 x = 60,0 60,0 30 r. Eax 9 ° • 47.0 lu e 00 P P li 2 O U L7L Ilk 9 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUTSURFACE DOLTS WITH SURFACE BOLTS POSITIVE i:' n NEGATIVE zz IOS.S" x 98.0" 47,0 47,0 60,0 60,0 30 r. Eax 9 ° • 47.0 1 +60.0 li 2 SWING OVERALL FRAME DIMENSION DESIGN PRESSURE (PSI) WITHOUTSURFACE DOLTS WITH SURFACE BOLTS POSITIVE NEGATIVE POSITIVE NEGATIVE INSWING IOS.S" x 98.0" 47,0 47,0 60,0 60,0 OUTSWING105.5" x 96.5' 47,0 47.0 1 +60.0 5er JK WUS FL -15036.10 cn 1 or 10 EXTERIOR 46 INTERIOR 1 HORIZONTAL CROSS SECTION 36.(r MAX. 2 DOOR PANEL WIDTH 2 L r 1.4tr ILL o u TOr Rau u N snLE P 3 I•--1.16' --I DOOR rANEL —TL I I Classk aoH % NOTE WOOD DOOR COMPOWM: OAK rZ 0.67) N INCE STILE S BOTTOM RAII EXTERIOR INTERIOR 2 VERTICAL GROSS SECTION 2 g 49 1 I WO In: A I FL -15036.10 an 2 or 10 13.7 PANT 7. DA SO SIDEf I NEL NOTE WOOD SIDELRE COMPONDAS: PINE (sG n 0.421 NOTE: 1. Spacing for item M 18 d 829 (lite home screws( is as follows: From the bottom up on sides: 6.5. with 7) more spaced of 9.88' o.c. there ore (2) screws both top and bottom 2.13" In from each comer. 7(TERIOR INTERIOR YIONTAL CROSS SECTION X GLASS BITE 4• 26 WK. 25 EXTERIOR APERED SSS SPACE IPERED SSS INTERIOR G1 GLAZING DETAIL S Wa. ed Olass w/ prt Qts home 1 /Y MIN. GLASS THK. I/8" TEMPERED GLASS EXTERIOR AIR SPACE 1/8" TEMPERED GLASS INTERIOR 2 VERTICAL CROSS SECTION 3 i n Q z uu M 02124112 i L N.T.S. C n. JK eo X. Bit LFS 3 AMC NO. R n FL -15036.10 0 srr 3 a 10 n 4 O 00 p 0- e. ri ti,11 1* sL ii R m 1,1 N •; 51 y z *z gds m' xv Sa`aLC INTERIOR 2 VERTICAL CROSS SECTION 3 i n Q z uu M 02124112 i L N.T.S. C n. JK eo X. Bit LFS 3 AMC NO. R n FL -15036.10 0 srr 3 a 10 n 2 6 6 INTERIOR 1 4 rmoml — EXTERIOR 20 0 0.1 S CSINK C ( Typ.) B 1.1/PMiN. 1 HORIZONTAL CROSS SECTION vv EMB. (TYP.) 4 gLull po ngpl s - inswing 5 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item iM (08 X T PFH woad screw). There ore (4) of each vertical iamb from the lop down of 13.5. 31". 48.5'& 66". 2 HORIZONTAL CROSS SECTION q Outswing shown . Wwing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION q Cutswing configuration OTE I INTERIOR 4 EXTERIOR 1.1/PIAIN- S HORIZONTAL CROSS SECTION 4 Shownw/IXsub-buck 0.15 C'SINK M?.) EXTERIOR if ® ® s% 21 am f 2 4 0 17 F 3 4Lk 4 D Pf ```\\ $ R o _ 61 EMB. (TYP.) 4 gLull po ngpl s - inswing 5 3 6 6 6 NOTE: 1. The sidelite is direct set into the jamb with (12) item iM (08 X T PFH woad screw). There ore (4) of each vertical iamb from the lop down of 13.5. 31". 48.5'& 66". 2 HORIZONTAL CROSS SECTION q Outswing shown . Wwing also approved INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION q Cutswing configuration OTE I INTERIOR 4 EXTERIOR 1.1/PIAIN- S HORIZONTAL CROSS SECTION 4 Shownw/IXsub-buck 0.15 C'SINK M?.) EXTERIOR SEE NOTE 1 INTERIOR 10V1 12 14 9 (10 4 HORIZONTAL CROSS SECTION 4 Inswing configuration w er A m IK. W. LFS 3 AWM MD.; a FL -15036.10 "- a tM 4 or 10 G w oa 11 Pf ```\\ $ R o _ 111 arZFE9U 000LO E gy=pfe - SEE NOTE 1 INTERIOR 10V1 12 14 9 (10 4 HORIZONTAL CROSS SECTION 4 Inswing configuration w er A m IK. W. LFS 3 AWM MD.; a FL -15036.10 "- a tM 4 or 10 G PPS S.• A 9 %Zl Q l c 0p 34040 62 INTERIOR63 19 8 7 EXTERIOR INTERIOR EXTERIOR O. O. 62 60 40 62 o © p m r2"\ VERTICAL CROSS SECTIONm Li m -fir © m 1111 0 I iiia . EXTERIOR r I iiia rINTERIOREXTERIOR r INTERIOR r4"\ VEIMCAL CROSS SECTION 62 k,.!,/ Inswing configuration 62 7 8rlriotsheetI water Infiltration z 40 31 requirements 40 63 MINE S6 . VEIMCAL CROSS SECnON o VERMAL CROSS SE N sheet I pon SO M ' ISE SEE NOTE I INTERIOR if EXTERIOR 1 VERTICAL CROSS SECTION 6 OUMdnp shown - Wwk O olso oPproved INTERIOR EXTERIOR SEE NOTE 11 M T, ID j ri\ VER17CAL CROSS SECTION v• EXTERIOR SEE NOTE I C C 4 INTERIOR 5 VERTICAL CROSS SECTION 6 Oufswing confgurotion SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION d Shown w/Ixsub-buck NOTE: 1. Anchon oss'y 1hru heod and sill of 4' in from each corner end. 4 VERTICAL CROSS SECTION 6 4nwinp conligurolbn 1 As: N.T.S. ti. w JK LFS wc .o: FL -150J6.10 W -k -OF -M v11 TYP. HEAD MASONRY& JAMBS OPENING d 2X BUCK t FI r STRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING it ry MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY MASONF yy T O OPENINI EDGE ANCHOR L FRN 1/4' 1.1/4- 2X CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the coursers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be odjusted 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 ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT yy T O EDGE ANCHOR ITW 1/4' 1.1/4- 7 4" TAPCON* r TYP. HEAD ELCO 1/1' 1.1/4' 1' 4' ULTRACON d ITW a 3/16' 1.1/4" Y 1.1/7' TAPCON z o SHOWN FOR wvl.0 x,lccw rN tnl.r.+rn.n rv nc. 1. Maintain a minimum 5ff edge distance. 1' end distance. d I' o.c. SpoCkV Of wood screws to prevent the splitting of wood. ASTRAGAL STRIKE JAMB FRAME ANCHORING MOsotry 2X buck construction AtIOCh OStrOgWSWf0Ce bolt strike pro es to home os a— (Oub%ft) 63 6S 66 DETAIL 2 Attach Surface bolt Strike plots at the threshold IOngl Attach ostlogaUsurface boll strike ploles to frame as shown (1nsvAng) 64 63 DETAll2 Attach Surface bolt stoke plots of the threshold Pig) 28 i L 27 LATCH A DEADBOLT DETAIL k-* 1 I 1 I i h iJj h II I yy T O SEE DETAIL J 0 P r TYP. HEAD ot S i "zuE e b JAMBS d N2 0 ASTRAGAL z o SHOWN FOR O vy REFERENCE az IE nn TYP. ONLY HINGE JAMB I mm Ro ICK N F TYP. SILL I SEE DETAIL 1 1 1 11 t I 11 ASTRAGAL STRIKE JAMB FRAME ANCHORING MOsotry 2X buck construction AtIOCh OStrOgWSWf0Ce bolt strike pro es to home os a— (Oub%ft) 63 6S 66 DETAIL 2 Attach Surface bolt Strike plots at the threshold IOngl Attach ostlogaUsurface boll strike ploles to frame as shown (1nsvAng) 64 63 DETAll2 Attach Surface bolt stoke plots of the threshold Pig) 28 i L 27 LATCH A DEADBOLT DETAIL HINGE DETAIL k-* 1 i h iJj h yy T O J 0 P N •; ot S i "zuE e 3.4e r dz d N20 1 z o O vy W az HINGE JAMB I mm HINGE DETAIL TS MASONRY AME ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE '• EMBEDMENT i0 MASONRY. . TO ADJACENT EDGE ANCHOR. 111N • T 1• 1.1/1' T P TA CON SEE DEfAII 1, ITW TAPGON• J/16• 1.1/P 3• 1.1/2• TMP. HEAD b JAMBS ASTRAGAL SHOWN FOR M TMP• REFERENCE ONLY u O BUCK N F TYP. SILL SEE DETAIL I I I I I I I I I a o nyrs STA o t„ O Oz MASON R 9 d OPENINGm • ° ° 8 28 gg ta Y St m'R FR L I nn z it 1^ 27 or.5 o0 1X In LATCH iDEADBOLTDETAIL Ia y 55 t2 to V t0 H N V V W W O A • N St HINGE JAMB e w ASTRAGAL STRIKE JAMB FRAME ANCHORING o o Masonry 1 X buck constriction HINGE DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odjusted to malntoln the min. g edge distance to mortar joints. G 67 z , : g 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to molntain the mics. edge distance to modorjolnts, additional concrete anchors 64 63 65 66mayberequiredtoensuretheMAX. ON CENTER' dimension ore not exceeded. - 3. Concrete anchor table: o - • o Nz 1z N - Z Y DAM 02/24/12 = z 63 WALL N.T.S. ° 637 G 64 2 s.c. rn• JK m DETAIL 2 DETAIL 2 DETAIL 1 DETAIL 1 trrr w: LFS 3 Attach surface bolt Attach surface bolt Attach oshoOoUsufoce bolt Attach osho0d/sufoce bolt 0,vM ,p, saWOODSCREWINSTALLATIONNOTES: strike plate of the threshold strike plate at the Threshold strike pbies to home strike plates to frame n I. Maintain o nsWmum s/8• edge distance. 1 • end distance, d I• o.e. spoesng o! (Inswing) (Outw*v) as shown (Inswing) as shown (OutswwM9) FL -1 5036.1 O c wood screws to prevent the spitting of wood. SHM Q or 1 D Oe a ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE '• EMBEDMENT i0 MASONRY. . TO ADJACENT EDGE ANCHOR. 111N • T 1• 1.1/1' T P TA CON ITW TAPGON• J/16• 1.1/P 3• 1.1/2• f O ••• i rnin y J:ci N Pl 4D o ai Y' J` yj i m n 11II`\` g1 is 95.25 r.g my' E §$ q muS ISM 20.0 1B.5 14-V{ f b g u= p I0 O 13 Trp. o 13 TYP. 4X TYP. 13 Y O 0 4,F a a 5 5 m 3.25 3.2s T 2^ 0.75 1.91" -1 0.75 ss N N Ln W SEE NOTE 1 3 ii- 0.06' 0 0 N W . 4 O I 5 iaWJ 2 I I-- o.13• n W e A AL DEfAII 1 N - 2 V NOTE: oat 02124112 = WLE• N.T.S. 1. THE ASTRAGAL BOLT HAS A 3'THROW AT THE TOP AND THE BOTTOM. orc. „r: JN m aac BY. LFS ; DMMUC n FL -15036.10 n Saw 9 or 10 G f c F-- 2.36' --I 19 20 Nom l IDE 2.59' 4.56' I F^ I.6r -"1 2.36' LDST --a 39 HIGH WATER DAM RESHOID 22 0 U it K m0 2.2(r m h a 7 4.63' -I 16O NG SIDEUIE LOWIROflU? lb9'1 r2.IS2.11' I I-- 1.68' S.IS It J swt: N.T.S. a L j vac W. JK as W6 LFS N IDEIIIF IIASD U/ 111E fRAME IS VN 26 PVC N DDLETHREH U) FL -1503610 srcn or BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD 21 KWIKSET DEADBOLT - SIGNATURE SERIES 780) STEEL B 2X BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX. 1 /4' SHIM SPACE WOOD 23 PLASTIC UP LITE FRAME SMC PVC D 1/4' X 2.3/4"PFH ELCO CONCRETE SCREW STEEL 24 114' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 25 26 SILICONE CAULK PLASTIC LIP LITE FRAME PVC SILICONE PVC F 114" X 1,314' ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE STEEL G 3/16' X 3114" PFH TTW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL I 114' X 2.1/4" PFH ITW CONCRETE SCREW STEEL 29 K40 X 1.79' PT THREAD MAJOR DIA. 4.OMM SCREW STEEL J 1/4' X 3-3/4" PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD L 8 X 2.11T PFH WOOD SCREW 1.15 MIN. EMBEDMENT STEEL 32 DOOR BOTTOM SWEEP PVC M 8 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. N 1/4' X 2.9/4" PFH ITW CONCRETE SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. 1 HURRICANE ASTRAGAL ALUM. 40 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DEVILS 2 3 ASTRAGAL STRIKE PLATE ASTRAGAL FLUSH BOLT STEEL STEEL 41 DOOR SKIN; .125 MIN. THK, FIBERGLASS BY THERMA-TRUWITHYIELDSTRENGTHFyMIN.) = 6,000 PSI FIBERGLASS 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 42 TOP RAIL COMP. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 43 LATCH STILE WOOD 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 44 HINGE STILE WOOD 9 4' X 4' HINGE .097" THK. STEEL 45 BOTTOM RAIL COMP. 10 11110 X 314" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAM 11.9Ibs. DENSITY POLYURETHANE 11 3/B" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD 50 SIDELTIE PANEL - SEE SIDELTIE PANEL DETAILS SHEET FOR DETAILS 12 10 X 1-3/4" PFH WOOD SCREW STEEL 1 51 SIDELITE TOP b BOTTOM RAIL COMP. 13 10 X 1-11T PANHEAD SMS STEEL 52 SIDELITE STILE WOOD 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL 60 1/2 SURFACE BOLT SPACER STEEL 15 INSWING SIDEL17E SPACER PVC 61 IVES SURFACE BOLT #454 8.0" L. X .2S THK. STEEL STEEL 16 OUTSWING SIDELITE SPACER PVC 62 1/4-20 SEX BOLT W/ 1/4-20 FEMALE END X I-3/4' L. STEEL 17 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 63 SURFACE BOLT STRIKE PLATE STEEL 18 106.18 X 1-314' PFH SCREW STEEL 64 6-5r3—/16'X 10 X 2-112' PFH SCREW STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 2-114' PFH ITW CONCRETE SCREW STEEL 20 SIDE JAMB PINE SG>=0.42 WOOD 1 66 3/16-X2-3/4-PFHITW CONCRETE SCREW STEEL 67 131W X 3-3/4' PFH ITW CONCRETE SCREW STEEL c F-- 2.36' --I 19 20 Nom l IDE 2.59' 4.56' I F^ I.6r -"1 2.36' LDST --a 39 HIGH WATER DAM RESHOID 22 0 U it K m0 2.2(r m h a 7 4.63' -I 16O NG SIDEUIE LOWIROflU? lb9'1 r2.IS2.11' I I-- 1.68' S.IS It J swt: N.T.S. a L j vac W. JK as W6 LFS N IDEIIIF IIASD U/ 111E fRAME IS VN 26 PVC N DDLETHREH U) FL -1503610 srcn or 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration Product ApprovaldbprUSER: Public User Product or Aoolicatlon Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com FBC Staff SCIS Site Map I Links I Sear. Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 the Luis Roberto Lomas Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 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 Standard AAMA/WDMA/CSA 101/I.S.2/A440 Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIdku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d Year 2008 1/3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL aY I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions FLIS332 R4 11 08-00500E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE S10807D.odf 15332.2I SERIES 420 ALUMINUM SGD I REINIES 420 FORCED ALUMINUM SGD OX, XO, XX 96"x80" NON - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.4I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE S1080SD.Ddf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 II 08-02248C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 11 08-02249C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512969C.odf Created by Independent Third Party: Yes Installation Instructions FL15332 R4 11 08-02250C.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 512970C.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FLIS332 R4 11 08-00499E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 510806D.Ddf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLIS332 R4 11 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 15332.8ISERIES430/440 ALUMINUM SGD I SERIES 43 N- 440 ALUMINUM SGD XXX 143"x80" NOI Limits of Use I Installation Instructions hnps://www. 1/5/2018 Yes. DOCU,,KkWVF.OR, DESIGN PRESSURE i4 Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143'x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00503E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Iicen: under Chapter 455, F.S., please dick bap_ Product Approval Accepts: esY Credit Card Sate https://floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITK REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM. 6063-75. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. 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 BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA 33KSI OR ALUMINUM 6063-T5 .046' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP. PX. XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS R.VISIONS 650 WESTZ.MARKET03 REET O6CPoP1109 DAN APPROVED ADDED CHARTS 03/05/12 RL REVISED PER NEW TE511NC 10/29/13 R.L ADDED FIANCE AND FIN INSTALLATIONS 12/08/13 ILL REVISED RNSTALLATKIN DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 1 R.L. SIGNED: 06/20/2017 MI WINDOWS AND DOORS LLC 650 WESTZ.MARKET03 REET 0%killnluI, o96' SERIES 420 SGD X 80" NON -REINFORCED NOTES GA 0 : MOM OrC ao. REV F.A. 08-00498 E sSR1 a1T; NONAEsuNTSoE02/23/09 9T 1 OF 10 Luis R. Lomas P.E. FL No.: 62514 L FIMRTG LOU" AS 1472 WOOOF43RORPLEOMVXLE MCZ70M 4344904M A6mas(wwwprmm 6 MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED 17• 7 O.C. I 6" MAX T70.0 n) 360 420 I8 0 17' MAX O.C. w. T- O X a IAX AME 6' MAX ICHT 1 SERIES 420 SGD EMRIOR VIEW OE$*N PRESSURE RATING WFACT RATING 140.0PSF NONE SEE CHARTS el AND 02 FOR OTHER UNrTS RATINGS NOTES. 1. NAXINUMPANEL SOE:481R'x79' 2 ALWMUM O.I.O.: "W x 74 Sr END ON 6" MAX ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FW INSTALLATIONS REVISED INSTALLATION DETAILS REVISED DISTAL AnON DETAILS CHART /1 WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. SEENOTE 9 SHEET 1 Desfgn pressure chaff (psf) FramD Srlgb Pinel and T0tw Franc Wbth (h) T70.0 n) 360 420 I8 0 60 00 7200 9400 90.00 Pos I Keg Pas I Nap Pas I Nog 1i Pas Nap 80.0 40.0 35.1 40.0 452 40.0 43.4 40.0 ' 40.0 CHART*2 WHERE WATER INFILTRATION RESISTANCE 1S NOT REOUIRED. SEE NOTE 9 SHEET 1 Design pressure Chart (pary Ftam Silple P1I" W% T%1d R0M Wdlh (n) l bgm 30.0 36.0 4Z 1 410 l„) 6000 7200 ae.00 1 9600 Pos Nap Pos I Nap Pas I Nog I Pot 1 Nog 80 0 531 35.1 482 40.2 43.4 1 43.4 1 40.0 1 40.0 CHARTIO Numbarofancbo/foe60onsrepufiod Slnpb Rind end Total Emma Width (in) Height J0.0 36.0 1120 410 12/06/13 RL 72.0 184 0 910 His Jamb AS I Jamb I N6S I Jamb I HLS I Jamb 80.0 a 5 5 5 1 6 1 5 1 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION ORAw1t OW(: a0. F. A- 08-00498 scut NTS — 02/23/09 —2 OF 10 BOTTOM L t08EAT0L01WItSP.E. 1432I1000FORD RO LEWISWILLE. NC 7'021 42,+36o0 -06>m AbaSvtrb-wvp am SIGNED: 06/20/2017 EN;y 0 5 •a= 70T OF 4 FS ; cl0Rvol- G` 410NA filli`1 1`\ Luis R. Lomas P.E. FL No.: 62514 are AFFIL a 03/05/12 R.L. 10/29/13 A.L. 12/06/13 RL 07/30/15 R.L. 06/20/17 R.L. SIGNED: 06/20/2017 EN;y 0 5 •a= 70T OF 4 FS ; cl0Rvol- G` 410NA filli`1 1`\ Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 4c JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX_ 1 0MAX C I^ —{ ' 6 MAX 6' MAX I I L 17' MAX O.C. so' T - MAX FRAME HEIGHT 6' MAX CHART v Nvmfw of.ndf4r fq"d".rgWnd Ramo Sn* Pb W&v T41d L(N VVd2h(h) O x a CHART v Nvmfw of.ndf4r fq"d".rgWnd Ramo Sn* Pb W&v T41d L(N VVd2h(h) 1dOh1 20.0 !!A 42.0 40 1M) 00.0 7L0 "0 1 K0 NLS I J&Mb I NQS I Amo I Xis I Amo I NAS Amo M0 1 s 1 s 1 s 1 6 1 s 1 6 s SERIES 420 SGD EXTERIOR V•!EW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESS(/RE RATING IMPACT RATING SEE CHART 84 FOR NUMBER OF t40.0PSF NONE LOCATIONS REQUIRED SEE CHARTS N1 AND 47 SHEET 2 FOR OTHER UNITS RATINGS NOTES: I. AWOMUMPANELSIZE:431?x79' 2. MAXIMUMO.LO.:"Wx74W F.A. HANDLE SET (PART 899-04.145) LOCATED 39 2W ON CEI EM ROLLERS (PART sw17.195) AT EACH END OF PANEL NTS RNSSIDNS MI WINDOWS AND DOORS LLC 1I11IIlII, OCSCJO w" 0aC A/f10Vm ADDED CHARTS 03/05/12 R.L. REASM PER NEW TFST)NO 10/29/13 ILL ADDED FIANCE AND FIN OfSULLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. SIGNED: 0620/2017 MI WINDOWS AND DOORS LLC 1I11IIlII, 650MARKET RE SFgsGRATZ. PA030REET SERIES 420 SGO 96' X 80• NON—REINFORCED o lOFFINELEVATIONTAT cF•'fZ(OR1Qt • : ow0 No. acV 08— s' aT38 0049 vNA11E\G` a1c 02/23/09 OF 10 luta R. Lomas P. . L ROBERTO LOWS P.E. 1472 W000FOR0 RO LEWISKLLE, NC 27077 434-100609 dbnnaVmma:e -- FL No.: 62514 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR NOTES 1. INTERIOA ANO EXTERAOR FINISHES BY OTHERS NOT SHOWN FOR CLARY. 2. PERIMETER ANO JOINT SEALANT BY OT}IERS TO BE DESAGNEO W AOCORDANCE WTrH ASTM E2112 1 3/8' MIN. EMBEDMENT T -- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW MIN. BENT MIN. STANCE WOOD FRAMING OR ZX BUCK BY OTHERS 1/2' MIN. MTEEDGEDISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EM8T BY OTHERS RL ADDED FLANGE AND FW INSTALLATIONS 1/4' MAX. R.L. SHIM 010 W000SPACE ILL SCREW 06/20/17 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR NOTES 1. INTERIOA ANO EXTERAOR FINISHES BY OTHERS NOT SHOWN FOR CLARY. 2. PERIMETER ANO JOINT SEALANT BY OT}IERS TO BE DESAGNEO W AOCORDANCE WTrH ASTM E2112 1 3/8' MIN. EMBEDMENT T -- 1/2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 010 WOOD SCREW MIN. BENT MIN. STANCE WOOD FRAMING OR ZX BUCK BY OTHERS r1/< MAX. SHIM SPACE F-91 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZK BUCK INSTALLATION SIGNED: 020/2017 MI WINDOWS AND DOORS LLC ocwFmnm l MTE APPRovEO ADDED CHARTS 03/05/12 R.L. REVISED PER NEW UNG 10/29/13 RL ADDED FLANGE AND FW INSTALLATIONS 12/08/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 ILL REVISED INSTALLATION DETAILS 06/20/17 R.L. ' r1/< MAX. SHIM SPACE F-91 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZK BUCK INSTALLATION SIGNED: 020/2017 MI WINDOWS AND DOORS LLC 1111111I,I / 650 WEST MARKET STREET GRATZ. PA 17030 R.. L0 v .pENs'FJ; SERIES 420 SGO 96' X 80' NON REINFORCES= FRAME ATAii"OF- INSTAl1ATI0N OETAIlS FS, o ORWtcaw* orc roo av F.A. 08-00498 Illllll111 Luis R. Lomas P.E. I srxc NTS OMt 02/23/09 JSW4 OF 10 LROHERTOLOMASP.E. 1412 wOWFORD RD LE*b'VVLP. NC 27077 O&NO."n FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE AA A 1/4 " 4' MAX. W B. r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ALL TO BE SET IN L BED OF 1PPROVED SEALANT 1/2.; MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALIATION NOTES: I. INTERIOR AND EXTERIOR FJN/SNES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT 8Y OTHERS TO 8E DESIGNED IN ACCORDANCE WMf ASTM E2112 r 1/2' MII EDGE DISTA I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 7t mgm OESWPMN WE APPNDICO ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L ADOEO FLANGE ANO nN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION OETAIlS 07/30/15 R.L REVISED INSTALLATION DETALS 06/20/17 RL iv rce JAMB INSTALLATION DETAIL METAL STRUCTURENSTALL477ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96' X 60' NON—REINFORCED FRAME INSTALLATION DETAILS ONAM OWG NO. F.A. 08-00498 VALE NTS 02/23/09 1 s'5 OF 10 L ROBERTOLO wS PE. 7172 WOMFORORO LEWISVXLE. AC V= 4344UWM dwms®ktftft" sm SIGNED: 0620/2017 pEN9.'9J1i 05E OF : s G? S'pMA"`\ Luis R. Lomas P.E. FL No.: 62514 I 1/2- MIN 1- MIN. oEESCIo/1101T MTE APPf4VO SEPARATION EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN IHSTAL AIWHS 12/06/13 R.L. 11/4' MIN, 0 REVISED INSTALLATION DETAILS 07/30/15 R.L. CONCRETE • • n • .' , a: ' , EMBEDMENT 1 1/4- MIN. MASONRY EMBEOMENT E REVISED INSTAUATION DETAILS 06/20/17 RL BY 4_ 1 MAX. OTHERS — r SHIM SPACE OPTIONAL IX BUCK — I { . 1 /4- MAX. TO BE 1- d ' I SHIM SPACE PROPERLY MIN. I INTERIORSECUREDEDGE SEE NOTE 3 DISTANCE SHEET 1 3/16- TAPCON ' • k II:1 TAPCA 3. a MIN EXTERIOR INTERIOR SEPARATION SILL TO 'BE SET IN :a A BED OF APPROVED SEALANT 3/16- N 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL 1x BUCK JAMS INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEANASLLONRYINSTAATION BY OTHERS SECURED SEE NOTE 3 SHEET I a .• T y. 1 1/4- MIN. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. e Em BEOMENT NOT SHOWN FOR CURRY. Q' • . • 2 PERIMETER ANO JOINT SEALANT BYOTHEFIS TO SE DESIGNED W ACCORDANCE WITNASnW E2F 12 SIGNED: 06202017 z 7/B- MIN 1- MIN. MI WINDOWS AND DOORS LLC LLLIIIII/, SEPARATK)N EDGE DISTANCE 650 WEST MARKET STREET \ C, R•.Lp VERTICAL CROSS SECTION GRATZ. PA 17030 r •GEJVS 9s i CONCRETEMTASONRYINSTALLATION SERIES 420 SGO 0 *= 96- X 80- NON—REINFORCED — - 0r - FRAME INSTALLATION DETAILS y , TATE OF a uwH: aMc rao. rtnii4OP F2NTS — 02/23/09 08 — 68 E /' OF 10 'Slil t?```` LR09ERTOIOMA.SP.E. Luis R. Lomas P.E. F'=RDE'G FL No.: 6251443S40Mnumanninwo , WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 FRAMING 12X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I SHIM SPACE 110 WOOD SCREW EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCKWSTALLATION NOTES: I, WTER70RAND EXTERIOA FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIM AS7M EZI12 iE SET IN APPROVED SEALANT MIN. RENT MIN. c Q 04—wE 1 3/8' MIN. EMBEDMENT T- 1/2' MW. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE REWRONS 0ESCRFn0N WTE APPRM ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FN INSTALLATIONS 12/06/13 PLL REVISED INSTALIARON DETAILS 07/30/15 A.L. REVISED WSTAL A71ON DETAILS 06/20/17 1 RL INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INSTAL AT70N SIGNED: 06aM017 MI WIN650DOWS LLC l= 17tf o/zWESTMARKET STRRS EETEET GRATZ. PA 17030 J\? GENSFI No,,61T yISERIES420SGO 96' X 80* NON—REINFORCED FLANGE INSTALLATION DETAILS 5,((,{ t## E a.r pO TAT OF oF•FZOR10". \` olw It vw No uv 08-00498 E i,S ZONAL G\ wuc a1ENTS 02/23/09 7 OF 10 Lids R. Lomas P.E. FL No.: 6251d L ROBERTO LOMAKS PE IAW KIOOOFORO RD LEWISVMLE NC 27= 4$&60.0 0 .com 1/2' MIN. EDGE DISTANCE CMN CAT1 APPROYM STRUCTUREMETAL ADOEO CHARTS BYOTSBYOTHERS R.L. 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR UJ UJ INTERIOR ILL TO BE SET IN I BED OF LPPROVED SEALANT 1/2- MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INBTALITXW NOTES: 1. WTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNEO INAOCOROANCEWTTNASTM E2112 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS a" CMN CAT1 APPROYM A ADOEO CHARTS 03/05/12 R.L. 8 REVOLM PER NEW TESTING 10/29/13 RL C AD= FIANCE ANO FIN kMALLATIONS 12/06/13 R.L. 0 REV15E0 INSTALLATION OETAILS 07/30/15 R.L. E REVISED INSTALLATION DETAILS 06/20/17 RL 1/4- MAX, SHIM SPACE . JAMB INSTALLATION DETAIL AIETAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO 96" X 80' NON—REINFORCED FLANGE INSTALLATION DETAILS F.A.08-00498 snlr NTS 016 02/23/09 13PW8 OF 10 L ROBERTO LQUAS P.E. I'M WOODFORD RO LENTSVUE, AIC TAYj 46du4se dboupbumamocam SIGNED: 06/20/2017 N19•LP.J pSE OF ; kAr = S, DNAi1\\ Luis R. LOM03 P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN I' MIN. SEPARATION EDGE DISTANCE 4.. 1 1/4• MIN. y ° • 4 EMBEDMENT 1/4` MAX, SHIM SPACE r 3/16• TAPCON EXTERIOR LLU Uhl INTERIOR R[VI$I0IS SECURED DeScR nom are APPRUWW ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L ADDED FLANGE AND FW INSTALLAnoms 12/06/13 RL RVISM INSTALLATION OETNLS 07/30/15 R.L 1 MIN. EMBEDMENT E D INSTALLATION OETAILS 06/20/17 R.C. EMBEDMENT 3` MIN SEPARATION ;:•', . v INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN ` A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEM4SONRYWSTALL4TOM 4'_----= a, 1 1/4• MIN. EMBEDMENT 4: 2 7/8MIN I' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFiMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 1/4` MAX. SHIM SPACE MIN. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHEn EDGE NOT SHOWN FOR CLARITY. DISTANCE . OESrjNEO INACCOROANCEWITNASTM E2112 SIGNED: 0620/2017 WINMI OWS AND RS uC 3` MIN SEPARATION ;:•', . v INTERIOR 3/16' TAPCON EXTERIOR SILL TO BE SET IN ` A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEM4SONRYWSTALL4TOM 4'_----= a, 1 1/4• MIN. EMBEDMENT 4: 2 7/8MIN I' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETFiMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHEn NOT SHOWN FOR CLARITY. 2 PERIMETERANO JOINT SEALWrBYOTNERS TO 8E OESrjNEO INACCOROANCEWITNASTM E2112 SIGNED: 0620/2017 WINMI OWS AND RS uC 650DWEST MARKET STREET GRATZ, PA 17030 NJJ? ft.. toGENS 9S4 SERIES 420 SGO 2 *• O X 80' NON—REINFORCEDNf E LA96" FLANGE INSTALLATION OETAIlS DETAILS 7 • TAT OF t4 auwe oacwa RLv F•<ORIO*-': se08- 001498 uc a1LNTS 02/23/09 9 OF 10 L ROBERTO COMAS PE. M WOODFORD RD LEWISVALE, ATC 2702? s AmLomasPLuisR. os P.E. 7+das dw dwas unig""M bas WOOD FRAMING 1/4' MAX BY OTHERS I r SHIM SPACE is w000 SCREW INTERIOR 1 1/4 - MIN. EMBEDMENT APPROVED SEALANT — BEHIND FIN EXTERIOR MTE 7/16• MIN ADDED CHARTS 03/05/12 EDGE DISTANCE REVISED PER NEW TESTING 10/29/13 R.L. JAMB INSTALLATION DETAIL 12/06/13 RL WOOO FRMfWG OR 2X BUCKWSTALLATION METAL STRUCTURE R.L REVISED INSTALLATION OETA4S BY OTHERS APPROVED SEALANT EXTERIOR TRIM — BEHIND FIN 1 1/4' MIN. ye WOOD EMBEDMENT WOOD FRAMING SCREW BY OTHERS INTERIOR 1/4' MAX. HOOK STRIP — 7/16' MIN, EDGE DISTANCE EXTERIOR RLVI9ONS o6Cpwnav MTE APPROVED ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FlN WSTALIATIONS 12/06/13 RL REVISED INSTALLATIONATION DETAILS 1 07/30/15 R.L REVISED INSTALLATION OETA4S 06/20/17 1 R.L 1 5/8' MIN. EDGE 01ST. TRIMe • • 1 1/4' MIN. INTERIOR ' EMBEDMENT MASONRY/CONCRETE BY OTHERS 1/2' MIN. 1X BUCK BY OTHERS, EDGE DISTANCE HOOK STRIP iX BUCK TO BE PROPERLY SECURED a 3/16" TAPCON EXTERIOR PANEL INTERLOCK T> HOOK STRIP INSTALLATION AASONRY.CONCRETE SHIM SPACE 010 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES: I. INTERIOR ANO EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY 2 PERIMETER AND JOWr SEALANT BY OTHERS TO BE OESCNED IN ACCORDANCE WTTH ASTM EZI12 2X BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2' MIN. r EDGE DISTANCE 1 3/8' MIN. EMBEDMENT S10 CREW000 PAN EXTERIOR INTER OCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80' NON—REINFORCED FIN AND HOOK INSTALLATION DETAILS oR.»c o c Na F.A. 08-00498 scuF NTS — 02/23/09 —10 OF 10 L ROBERTOLOMtiS P.E. 142 WDOOAORDRD WWISVXLE NC27= 43466!4609 AwwSV&bmaqxwm SIGNED. 0620/2017 GENS'9s, A0,TAT 6E OF : 1 0R1V; G? i,PIONA 1 1`\\ Luis R. Lomas P.C. FL No.: 62514 RLVaws a1I 0mow10N MR APPROVED A ADDED FLANGE AND FW INSTALLATION 12/10/13 R.L. NOTES: 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH C REVISED INSTALLATION DETAILS 06/21/17 R.L. REOUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USE() DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNEDEBRISREGIONS. S. SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMSUES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERHUNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE OWANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. 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 BELOW. A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 6. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 THICK SIGNED: 06,12112017048" MINIMUM15. APPROVED CONFIGURATIONS: Ox, XO. XX, xP. PX, XIP. PIX MI WINDOWS AND DOORS LLC 0111IIIII/j, 650 RASTZ MAA K1703 BEET ``J 5 REMO4'F i SERIES 420 SGO REINFORCED WITHOUT ADAPTER_ *• 0 6 96" X 96" oNOTES TAT OfTABLEOFCONTENTS SHEET NO. DESCRIPTION 110' V.L. GB / S G 1 NOTES 02249C 7 wALL NTS 9— 10/30/13 —1 OF 10 ,, /fillIII %1\00 2 — 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS LR08ERTOL01KSPdd. I WOODFORDRDLENNSviLENCZ= Lu13 R. Lomas P.E. 43444946" FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX r (.. 17' MAX I I I O.C. 6' MAX 6' MAX 17' MAX O.C. 96' T-, MAX FRAME HEIGHT 6' MAX / SERIES 420 SGD REINFORCED WfrHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA nNG LUPACT RATING 135.0PSF NONE SEE CHARTS PI AND a7 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 46 Ir x 95' 2. MAXIMUM O.LO.: 44 S8'u 90 S8• NAROWARESCHEDULE 1 (1) FLAT MOUNTED HANDLE SET (9944-145) AT38 3W ON CENTER FROM PANEL BOTTOM11. 1)METALUC TAOLLERS(99}17.195) ATEACH ENO OF PANEL BOTTOM RAILS ALUMINUM6063.TORENFORCEMENT(668)ATALL PANEL WTERLWXS CHART 1( WHERE WATER INALTR4 nON RESISTANCE IS AEOLNREO. 0---, my I oc5cmP110N I WE APPa010 A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. Dos! n p www chart (ps1J pyro Shpb POW W4 Total From wwh (h) H>Ia 3RD 360 420 1 460 h) 60.00 moo 6ao0 9600 Pea I Neo Poa IYp Poc Np Pos Np 8a.0 10.0 58.4 a0.0 60.9 d00 45.7 40,0 420 6R0 10.0 55.2 10.0 a6.0 400 1 43.0 394 394 920 40A 524 40,0 45A a0.0 40.6 37.1 37.1 960 40A 19.8 40.0 a3.t 35.a 3&a 350 Z75 cHARrA2 WHERE WATER /NFH,7RAT70N RESISTANCE IS NOT REOUMID SEE NOTE 9 SHEET 1 Design pr el sure chart (pay kym Shoo Panel aw Toml Franco WdU ( 9&00 H Sno 36o ao h) a000 7zoo aoo Pos hap Pos IVa9 PCs Nov"PN00 84.0 SBA 56.4 50.8 50.9 45.7 45.7 42.0420 NRLO 552 55.2 a8.0 40.0 43.0 430 39.4 39,4 920 624 Szs tS,4 45.a 40,6 40.6 37.1 37.1 960 499 49.0 a3/ 43.1 384 38.4 35A 3fi0 Numbw *(anchor IocaF4;W e0uImd Frac swan Pond aro Total Fgmo VYI01n (L) NOV A J60 1 36.0 a20 '48.0 h) 60.0 720 ea.o 960 N45 Amb I N4S I Jamb MS$ Jamb N4S Jamb a 4 6 S 6 6 8 6 G- ET0 4 6 S 8 8 6 8 6 920 4 0-1 5 1 6 6 6 6 6 no 4 6 1 6 1 6 6 6 6 6 MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96` X 96' ELEVATION rNc am 00. r. V.L. 08-02249 • I C I F NTS 0"r 10/30/13 '2 OF 10 1 W MOUFUM RD IEWLSVXLE. NC 27079 ayr.66/.0a0y r0o maQ44b+uspa m SIGNED: 06/21/2017 O/'' moi GEMSt 9`r 0 5 ••*= 9E OF ALI a`` Will R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX 17" MAX O.C. 96' — MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX _ O.C. 6" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER` AT) SILL ANCNOBS PER LOCATION EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGNPRESSVRERATOJG WPACTRA77NO REQUIRED t35.OPSF NgNE SEE CHARTS f I AND f2 SHEET FOR OTHER UNITS RATWGS HARDWARESCNEDULE A (1 y FLAT MOUNTED HANDLE SET (99-04.145) AT 38 3N• ON CENTER FROMPANEL BOTTOM t)METaLUCTANOEMROLLERS (90-11-195)ATEACH ENO OF PANEL BOTTOM PALS C. ALUMNUM6063•TGREINFORCEMENT(666)ATALLPANELNTERLOCKS COWW" but I AVi0.OJm ADDED FLANGE AND FIN NSTALLATION 12/10/13 R.L. RENSM INSTALLATION OEMLS 06/03/15 R.L. REVISED INSTALLATION OE)A11.S 06/21/17 1 R.L NOTES: I. MAXIMUM PANEL SIZE: 46 f1r x 99 2 MA70MUM 0.L0.: 44 W x 90 SB' CHARTaJ MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION o11Aww owc 1q. V•(- 08-02249 a W -4Z NTS 10/30/13 —3 OF 10 L A00ERI0l0MtS P£ I4X "OOOFOW RD LEmSY4LE. NC 27= 43441104M dbmmf714bnao.mm SIGNED: 06/21,2017 0TAT6E OF 014ACE Luis R. Lomas P.E. FL No.: 62514 Numbor OfanchorlocadonsraoNrad RN, SMW FhwI and TOW U-4 Wldlh (h) M 30.0 ' s60 420 F Ido 720 840 060 Has Jamb I Jamb N8S Amb X" Amb 840 4 6 5 6 6 6 8 6 8R0 4 6 5 6 6 6 6 6' 0 .0 4 8 5 8 6 6 6 6 960 4 8 5 8 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION o11Aww owc 1q. V•(- 08-02249 a W -4Z NTS 10/30/13 —3 OF 10 L A00ERI0l0MtS P£ I4X "OOOFOW RD LEmSY4LE. NC 27= 43441104M dbmmf714bnao.mm SIGNED: 06/21,2017 0TAT6E OF 014ACE Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBEQMENT BY OTHERS MAX. SHIM Ito WOoo SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION W'000 FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JON? SEALANT BY OTHERS TO BE OESIGNEO INACOOROANCE KIM ASTM EZI 12 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. cvvc VIJTANCE 1 3/8' MIN. EMBEDMENT T- 1/2' MIN, EDGE DISTANCE f10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS Re-Imms Rw lIE3fJili110N 04TE APPATIJfO A ADOEO FIANCE ANO nN INSTILLATION 12/10/13 R.L. 0 REVISED INSTALLATION OETAI S 00/03/15 R.L. C REVISED INSTALLATION OETAI S 06/21/17 R 1 /4 MAX. SHIM SPACE JAMB INSTALLATION DETAIL WINO FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS Mk OMC NO. V.L" 08-02249 q sr"[ NTS oMh 10/30/13 S"W4 OF 10 L $10WRIO L0VAS P.E. 14=w00DF0W R0 LEwWvzu,E NC 27027 4364".060 AbMalowunuvocam INTERIOR SIGNED: 0621/2017 N' ll R ILolF ii TATE OF Luis R. Lomas P.E. FL No.: 62514 METAL. STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE By OTHERS 1/ EDGEtN. DISTANCE I 1/4' MAX. I r $HIM SPACE 1 010 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 • 11 11 INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION ME7AL STRUCTUREINSrAUA770N NOTES 1.INTERIOAAND EX77MMFbVLWES BY OTHER$ NOT SHOKW FOR CLARrry 2. PERIMETER AND JOINT SEALAMBYOTNERS LOBE DESIGNED W ACCORDANCE WTM ASTM E2T 12 SILL TO BE SET IN A BED OF APPROVED SEALANT T-- 1/2' MIN. EDGE DISTANCE I 010 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. HIM SPACE pr4wahs o6CWvr= WE AMOYM ADOED FLANGE ANO FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION O1:TAILS 03/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE XSTALLATION SIGNED: OW 1,2017 MI WINDOWS AND DOORS LLC l[ o,, 650 WEST MARKET STREET GRATZ. PA 17030 a"RJ5 • • , aj 11 r•. EMS':9 i F SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 ! 96' X 96' FRAME INSTALLATION DETAILSE OKQM ortc Ntl. O t'nzOR10T' tSS08-02249 iq i411111 1E``` NTS ovc 10/30/13 —5 OF L AOSENTO LOMAS PX. 14M WOO AD RO LEWISYRLE NC770TJ Luis R. Lomas P.E. 4364x" 9 danu iMuso.mn fl No.: 62514 1 1/2- MIN 1' MIN, SEPARATION EDGE OISTANCE r 1' 1 1/4MIN. 4CONCRETE EMBEDMENT MASONRY INTERIOR BY OTHERS 1/4' MAI. SHIM SPACE OPTIONAL E 1x eucK 1. INTERIOR ANO EXTERIOR RNISHES• 8YOTHERS, TO BE NOT SHOWN FOR CLARITY, PROPERLY 2. PERWETERAND JOWTSEALANT OYOTHERS TO 8E SECURED v SEE NOTE 3 SHEET 1 • 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT a 1 1/4 MIN, EMBEDMENT Q: M27/8• MINI' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET E044SOMY INSTALLATION fXVISIONS DCSCF q" Iare APPaaEO ADDED FLANGE AND FIN INSULLATION 12/10/13 RL REVISED WSTAlU110N DEGLLS 08/03/13 RL REVISED WSTAUAIION DETAILS 06/21/17 R.L 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY 1' 71 MAX SHIM SPACErMIN. INTERIOR EDGE SECURED DISTANCE NOTES: 1. INTERIOR ANO EXTERIOR RNISHES• 8YOTHERS, NOT SHOWN FOR CLARITY, 2. PERWETERAND JOWTSEALANT OYOTHERS TO 8E MIN SEPARATION v I a MI WINDOWS AND DOORS LLC 650 WEST GRATZ. p i' 3/16' TAPCON EXTERIOR ` CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION OETAIL OPTIONAL 1x BUCK CONCRET&mASONRYINSTALLAT/0N 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR ANO EXTERIOR RNISHES• 8YOTHERS, NOT SHOWN FOR CLARITY, 2. PERWETERAND JOWTSEALANT OYOTHERS TO 8E OESAGNEO W ACCOROANCE %WTIf ASTM E2112 SIGNED: 0821/2077 MI WINDOWS AND DOORS LLC 650 WEST GRATZ. p i' PA 17030 GENSF9if'i SERIES SERIES 420 SGO REINFORCED WITHOUT •ADAPTER 0 6 * 9T L 9OFRAMEINSTALLATION DETAILS fob/t EmgtTAT OF V- LORW owc "°' a„ i/"Fs;[OR101; G saac 08 C SIOIIIAIIIIN?``\` NTS — 10/30/13 x' 69 OF 10 LRMR70LOW P.E. I4&WOWF0R0R0LEWW4UAACZMX LUIS R. Lomas P.E. 47"1"" .a/m FL NO,: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3%8' MIN. OR 2X BUCK EMBEDMENTBYOTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/a' MAX. SHIM SPACE 110 WOOD SCREWS EXTERIOR UJ UA INTERIOR VERTICAL CROSS SECTION WDOD FRAMING OR 2X &ICK INSTAMAn0N NOTES. I. WTERIOR AND EXTERIOR FINISHES: BYOTHERS NOT SHOWN FORCLARIM 2. PERA(ETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASnAE2112 rO BE SET IN OF DVEO SEALANT MIN. NEM 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE e10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS adore ADDED FIANCE AND FW INSTAUAT*N 12/10/13 R.L REVISED INSTALLATION DETAILS 05/03/15 R.L. WYISED INSTALLATION DETAILS 06/21/17 R.L. 1/a' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK /NSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FLANGE INSTALLA71ON DETAILS ILV•L I 08-02219 I C I I"" NTS 1— 10/30/13 IS4EU7 OF 10 SIGNED. 06121/2017 TA OF , 70t7 i zz,oS ONA u?\` Luis R. Lomas P.E. FL No.: 62514 1/2• MIN, EDGE DISTANCE MErAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4, MAX. SHIM SPACE J10 SMS OR SELF DRILLING SCREW INTERIOR 1 TO BE SET IN BED OF PROVED SEALANT 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTAUATTOV NOTES: t. INTERIORAND EXTERIOR RNLSHES 8YOTHERS, NOT SHOWN FOR CLARITY, Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 1/2' MIN. EDGE OISTAN( T- 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS oEsonwnON ale APPRoVIM A ADOED FLANGE ANO Ftm INsTALATION t2/10/13 RJ- 6 LBREVISEDINSTALLATIONDETAILS06/03/15 R.L. C I REVISED INSTALLATION OETAILS 06/21/17 RA. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 0&2lt2Ol7 MI WINDOWS KDOORS LLC 1L650WESTMARKETSTREET GRATZ, PA 17030 J S R ! 0 OENs 9f, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS NYSrATA7OF AWft L• 08-02249 O is`r/ONAtC E G FF/1I1111110NTS ° 10/30/13 9T8 OF 10 L MWR70L0Wt9PE. 14R WDOOF*R0 RD L£WISMLE NG 271VJ Luis R. tomos P.E. 43045046" lftswnwp+ FL No.: 62514 I 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE 1' 1 1/4' MIN, CONCRETE/ EMBEDMENT MASONRY BY OTHERS I 1/4' MAX. SHIM SPACEOPTIONAL 1X BUCK TO BE 1v PROPERLY 1 O 1,- 4 S- G\' SECURED owc Ra SEE NOTE 3 SHEET 1 08-022x9 I 3/16' TAPCON EXTERIOR Uj UJ INTERIOR SILL TO BE SET IN A BED OF 3/16' TAPCON APPROVED SEALANT MASONRY/ CONCRETE BY OTHERS a a 1 1/4' MIN. EMBEDMENT a 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRE7SU4$ONRY WSTALLITION Rcns o/a OESL11YIgn DATE APPROVED ADDED nANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED WSTAUATION OETAR.S OB/03/15 R.L. RENSED INSTALLATION DETAILS 06/21/17 R,L 1 1/4' MIN, EMBEDMENT 1. IN1 ERIOR ANO EXTERIOR pNISNES, BYOTHERS NOT SHOWN FOR CLARITY. 2. PERDWETER AND JOINT SEALANT BY OTHERS TO BE 1' SIGNED. 0"1/2017 J 1/4- MAX. I r SHIM SPACE MIN, 650WESTMARKET STORS REET` LC GRATZ. PA 17030 EDGE vJ•\GEN DISTANCE 0 P54-TA-fle 96' X TIOFLANGEINSTALLATION DETAILS 1v 3 . MIN. SEPARATION v 3/16' TAPCON ' CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMS INSTALLATION DETAIL CONCRETS,MASONRY WSTi1 ELATION NOTES: 1. IN1 ERIOR ANO EXTERIOR pNISNES, BYOTHERS NOT SHOWN FOR CLARITY. 2. PERDWETER AND JOINT SEALANT BY OTHERS TO BE OESOVED /NACCORDANCE WITH ASTM E2112 SIGNED. 0"1/2017 MI 650WESTMARKET STORS REET` LC GRATZ. PA 17030 61R!IL/07j i 9 % vJ•\GEN SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 P54-TA-fle 96' X TIOFLANGEINSTALLATION DETAILS 1v1O 1,- 4 S- G\' DRUM V.l„ owc Ra REV 08-022x9 S:. 4ORID i SCALE NTS °M 10/30/13 5N°LT9 OF 10 L ROSERIOLOMAS P.E. I4$2 ROLSMVlLLENGZ7= Luis R. Lomas P.E. d3 Es606M rLh no9aaoum„m,n FL No.: 6251 A WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT APPROVED — SEALANT BEHIND FIN is WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16' MIN EDGE DISTANCE EXTERIOR 1/4 MAX I SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FAAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. EXTERIOR PANEL INTERLOCK HOOKSTR/P INSTALLATION MASONRY.'CONCRETTE 1/2" MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS EDGE DISTANCE TRIM MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP 041E Avg A ADDEO FLANGE AND FW INSTALLATION 12/10/13 R.L. PANEL INTERLOCK 6 REVISED INSTALLATION OETAILS 08/03/15 R.L. NOOK STRIP INSTALLATION METAL $MUCT UAE C REVISED INSTALLATION DETAILS 06/21/17 ILL. 1 5/8' MIN. EDGE DIST. a TRIM a INTERIOR 1 1/4" MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 0 6 * = HOOK STRIP 1X BUCK BY OTHERS, 1X BUCK TO BE TAT OfAILS NYS PDNOTES: 1. INTERIOR AND Ek7E4lORFINISHES, 8YOTHERS, NOT SHOWN FORARITY. CL PROPERLY SECURED 08-02249 S F`':.I0R ICP• . 3/16' EXTERIOR PANEL INTERLOCK HOOKSTR/P INSTALLATION MASONRY.'CONCRETTE 1/2" MIN. METAL STRUCTURE EDGE DISTANCE BY OTHERS EDGE DISTANCE TRIM MIN. INTERIOR EMBEDMENT HOOK STRIP HOOK STRIP 10 SELF DRILLING SCREW a WOOD SCREW EXTERIOR PANEL INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION NOOK STRIP INSTALLATION METAL $MUCT UAE 2Xeucx4Y0oOFRWM SIGNED: 0&21/2017 MI oANDLLC RII[I0650WESTSTREET GRATZ. PA 17030NS S Tsi i SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 * = NAILFIN 6c HOOK IMSTALlATION DET TAT OfAILS NYS PDNOTES: 1. INTERIOR AND Ek7E4lORFINISHES, 8YOTHERS, NOT SHOWN FORARITY. CL DRAM V.L 08-02249 S F`':.I0R ICP• . 2PERIMETERANDJOWrSEALANTBY07NeISTOBE C WALL — 10/30/13 X10 OF /0 ryAl I11111111 DESIGNED INACCOROANCE WITHAST M E2112 LRO0fRroL0%"$P.E. 14MWDooraIORDLEW4MLr NC27an Lula R. Lomas P.E. a 44w4soa FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED OISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL, EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHUNG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE SIO WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE a10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL. STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-75 .048• THICK - MINIMUM 15. APPROVED CONFIGURATIONS: XIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RLM9014 MI WINDOWS AND DOORS LLCIt.. 0ESCaP110N CATE APPROYM HOED CHARTS 03/06/12 RL REVISED PER NEW TlSMNC 10/15/13 RL AOOED FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION DErAILS 06/22/11 RL SIGNED: 062212017 MI WINDOWS AND DOORS LLCIt.. 650630 ST MAAK to /z vJ\S CEIVS 9Jii GRATZ 17030STREET 6SERIES430SGO*•OTAYO143' x 80' NON REINFORCED NOTES r OF ORID. T; ORA1ne or/ No. 11Lv 08-00502 E i,S' 111HA11; i`'s sxt arcNTS 02/23/09 1 OF 9 Lula R. Lomas P.E. FL No.: 62514 L aoeEaro LCluASPE. 141¢w4OOAUa0 a01£WISVLLLE NCZN27 43440 -OM 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17'MAX I- -{ MAX6• MAX O.C. 6. I 17 MAX 80' O.C. MAX RT- AME SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF Na 771 SEE CHARTS of AND r2 FOR OTHER UNITS RATavw NOTES, I. MAXIMUM PANEL SIZE: 48 1,."x 79' 3. MAX/MUM0.LO.:4434•x74&r HARDWARE SCHEDULE I I(1) FLAT MOUNTED HANDLE SET (99.04-145) AT 35 3r4• FROM PANEL BOTTOM I OF PANEL BOTTOM RAILS REI 013cwl N DATE X A X c* SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF Na 771 SEE CHARTS of AND r2 FOR OTHER UNITS RATavw NOTES, I. MAXIMUM PANEL SIZE: 48 1,."x 79' 3. MAX/MUM0.LO.:4434•x74&r HARDWARE SCHEDULE I I(1) FLAT MOUNTED HANDLE SET (99.04-145) AT 35 3r4• FROM PANEL BOTTOM I OF PANEL BOTTOM RAILS REI 013cwl N DATE APPRM A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TEST= 10/15/13 R.L. C ADDED FLANGE IHSTALLATIONS 12/06/13 R.L. 0 REVISED INSGLLATION OETNLS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL CHART01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (ps9 Frame Single Panel and TOW From Width (In) Heighl 30.0 36.0 120 1 47.7 M) 90.00 106 00 126.00 143.00 Pas Nog POs I Nog POs I Nag I Pas I Nag 60.0 40.0 1 54.9 40.0 1 48.0 1 40.0 1 432 1 40.0 1 40.0 CHART42 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pst) Frame 3' Is Panel and Total Frame Width (M) Hkp M) 70.0 36.0 420 47.7 90.00 104.00 126.00 1 117.00 Pas Hog PCs I Nog I Pos I Nog I Pas I Nag 80.0 549 $4.9 48.0 1 48.0 1 43.2 1 431 1 40.0 1 40.0 CHART93 Number Of anchor locaNOas required Frame Sin* Panel and Total Frame Width (In) Height 30.0 360 420 47.7 90.0 WILD 1 1260 117.0 N&S I Jamb NAS Jamb I HAS I Jamb I H&S 1 Jamb 00.0 6 5 7 51 8 1 5 1 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 srac NTS MTE 02/23/09 5X°LT2 OF 9 L R09ERT0 L014t4 P.E 14X W000FM0 RO LEWWWLE NC V= 4T4•eW0009 116fDYbPLlrpr aim SIGNED. 06/12/2017 Y OiE OFt DNA ` l V\` Luis R. Lomas P.E. FL No.: 62514 R04901L4 1/2• MIN. RN OESCtVWN we APPROMEDGEDISTANCE A ADM CHARTS 03/08/12 R.L. B REVISED PER NEW TESRNO 10/15/13 R.L. WOOD FRAMING 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 RA. OR 2X BUCK EMB MENT 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS E REVISED INSTALLATION OETNLS 06/22/17 RL 1/4- w. SHIM 10 WOOD SPACE SCREW q.." 1 3/8• MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE I1/2' MIN. INTERIOR EDGE DISTANCE EXTERIOR ERIOR SILL TO BE SET IN A BED OF APPROVED 10 WOOD SEALANT SCREWMLJ WOOD FRAMING OR 2X BUCK BY on+ERs ZO-0 1 110 WOOD 1 3/8 MIN. SCREW EXTERIOR EMBEDMENT WOOD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOW FRAMING OR 2X BUCK INSTALLA TION 1/2• MIN.' EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 06r WO17 WOOD FRAMWGOR2XBUCK INS TALLA TION Ml WINDOWS KDOORS LLC 3T MARKET STR6``\`J\511ft.. to ..LOGRATZ. PA 17030 ,.•GENSF 9s SERIES 430 SGD GA `143' x 80" NON REINFORCED „w+ FRAME INSTALLATION DETAILS AT OF NOTES y0.• p S Lav 0Q10 . • j*` I. INTERIOR AND EXTERIOR FINISHES, Bvon+ERs oRWIt NOT SHOWN FOR CURT oRc Ra F.A. 08-00502 E .. jss/.... G`\ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE suua NTS oASE 02/23/09 g''3 OF 9 /it W4 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROSERT010U45°'E' Lu1s R. Lomas P.E. 11)2 HOODFORO RO LEWKVXLE. AC 27x21 FL No.: 62514 METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE Qy 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF APPROVED V.ANT 1 2' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERIOR AND EXTERAOR FWISHES. BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED WACCORDANCEWRHASTM E2112 MAX. SHIM SPACE MI WINDOWS AND DOORS LLCLLLIIIIri Rcytgams 650 WEST MARKET STREET S R• C p/i Rn 0CSCFWMN OAT: APPRM ADDEDCHARTS 03/06/12 RL. RE"SE0 PER NEW TESTWO 10/15/13 RL ADDED FLANGE WSTALIAnoNs 12/06/13 F0A R.R.L. REVISED LRSTALLAim oETAILS 0e/05/15 R.L.. 1/4• REVISED INWALAT10N DETNLS 06/22/17 R.L. NTS 08-0 0T542 1/2' MIN. EDGE DISTANCE INTERIOR T- Glmw B1F SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALL4T/ON SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLCLLLIIIIri 650 WEST MARKET STREET S R• C p/i GRATZ, PA 17030 v •GENS'Os i t• I 51 * _ SERIES 430 SGD 143' z 80' NON REINFORCED FRAME INSTALLATION DETAILS gyp, TAT OF ZZ i Fs<ORIO* G?- NTS 08-0 0T542 E 02/23/09 OF9 Luis R. Lomos P.E. LROBERTOLOWSPE 1137 V000FORO ROLEINSVI LE NC 27=27 dbmu@w..Ao.oa. FL No.: 62514 RIDWISKINS 1 1/2- MIN. 1' MIN, Ap 06CPoVIION WE APP ySEPARATIQNEDGEDISTANCEAADDEDCWARTS03/06/12 R.L. 6 REVISED PER NEW TESTL•1C 10/15/13 R.L 4 •• 1 1/4' MIN. C ADDED fUNOE INSTALLATIONS 12/06/13 R.L. EMBEDMENT c t 1/4' MN. EMBEDMENT 0 REVISED INSTALLATION OETNLS 08/05/15 R.L. 1/4- MAX. CONCRETE/ ° + SHIM SPACE E REVISED INSTAI.MTION DETAILS 06/22/17 ILL BY OTHERS OPTIONAL MIN. 1X BUCK EDGE v TO BE DISTANCE .' ' ANTERIOR PROPERLY SECURED 1/4' MAX. SEE NOTE 3 SHIM SPACE SHEET 1 3- 3/16- TAPCON MIN. SEPARATION EXTERIOR INTERIOR •:a 3/16- TAPCON EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL 3/16' TAPCON CONCRETE/MI SONRY OPTIONAL tX BUCK CONCRETE/MASONRYINSTALLATION BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET t MASONRY/ CONCRETE IBYOTHERS14 NOTES 1 1/4- MIN. 1.INTERIORANOEXTERJORRNISHESBYOTNERS` EMBEDMENT NOT SHOWN FOR CUIRITY. a' , , Z PER6UETERAND jOiNrSEAIANI8Y 0T mEAS To eE OESIGNEDW ACCORDANCE WffHASTM E2112 SIGNED: 061202017 z 7/8- MIN. 1- MIN. MI WINDOWS AND DOORS LLC oa11111I// SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `5 R.. to, VERTICAL CROSS SECTION GRATZ, PA 17030 r-GElYs 1 of CONCRETE401SONRYINSTALLATIMY SERIES 430 SGO 1k• 143" x 80" NON RN DETAILS o Y a FRAME INSTALLATION DETAILS pO TAT OF t0 i svFI1 08- y000502r' GNA\ SCALE NTS 02/23/09 5 OF 9LRO9ERT0I0u&SP.E, Luis R. Lomas P.E. I.41WODOWAORDLEV MVUENC27627Fl No.: 6251474-60 -OW dbvumdulnma — WOOD FRAMING OR 2X BUCK BY OTHERS 810 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2' MIN. 1 EDGE DISTANCE 1 3/8• MIN. E 18EQMENT MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE INTERIOR RDISONS 810 WOOD —1 RLv SCREW SILL TO BE SEF IN APP— A BED OF APPROVED ADDED CMRTS SEALANT R.L. B REVISED PER NEW TESTING WOOD FRAMING R.L C OR 2X BUCK 12/06/13 RL By OTHERS REVISED INSTALLATION DETAILS 1 3/8' MIN. R.L. E EMBEDMENT 06/22/17 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOrsHOWN FORCLARm 2. PERIMETEAAND JWNT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE 1477HASTM C21 t2 1 /4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS Duns o - FA 08-00502 V"AC NTS I °ATE 02/23/09 1-=6 OF 9 L ROBERTO L4W4S P.E. 1422 WDOOFORO 90 LEWISVRLE. NO 27027 4766/04M rmnusfiwkm — SIGNED: 0612M17 IsJ\? lR IILI0;i//i f, EIV 0 6 -*E It Luis R. Lomas P.E. FL No.: 62514 RDISONS RLv DCV—%NM WE APP— A ADDED CMRTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADOED FLANGE INSTALLATIONS 12/06/13 RL 0 REVISED INSTALLATION DETAILS 06/05/15 R.L. E REvtSEO DISTALIAT10N OETA65 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 60' NON REINFORCED FLANGE INSTALLATION DETAILS Duns o - FA 08-00502 V"AC NTS I °ATE 02/23/09 1-=6 OF 9 L ROBERTO L4W4S P.E. 1422 WDOOFORO 90 LEWISVRLE. NO 27027 4766/04M rmnusfiwkm — SIGNED: 0612M17 IsJ\? lR IILI0;i//i f, EIV 0 6 -*E It Luis R. Lomas P.E. FL No.: 62514 1/2' MIN I EDGE DISTANCE r METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 110 SMS SELF DRILI SCi METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW EXTERIOR It 11 11 11 11 11 INTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERIOR AND EXTERIOR FINISHES. IFYOTHEPM NOT SHOWN FOR CLARTIY. 2 PERfMETER AND JON?SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 L TO BE SET IN XD OF APPROVED LLMIT REV O[SCfiP1101I GTI: APPMAD A ADDED CHARTS 03/06/12 R.L. 8 REVISEO PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L 1/4- MAX E REVISED INSTALLATION DETAILS 06/22/17 R.L r SHIM SPACE MIN. EDGE INTERIOR DISTANCE 110 SMS OR SELF DRIWNG SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAM8 INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS CRAM owe Na F.A. 08-00502 SCAU NTS I p1r 02/23/09 s'W7 OF 9 L ROBERTO LOWS PE 1432 "COOFGRD RO I Ev48v1LLE. NG 27x3 43wasao>• 1fAmomb"wwacam SIGNED. 06/2M17 NJ S 1R I IL 0'//. 11.,•(G., cE642NSF9iP TAT SE OF ; 4,-' . _ZOR101'- 7• Luis R. Lomas P.E. FL No.: 62514 EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS alrawuvN VERTICAL CROSS SECTION CONCRETE,AtASONRY !A(STALLATION INTERIOR 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE MIN. EDGE •v DISTANCE v SEPARATION v ' 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT .. . CONCRETE/MASONRY BY OTHERS r 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ALS 1 1/2" MIN. 1" MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 03/06/12 BY OTHERS REVISED PER NEW TFSIING 10/15/13 4 " '. • 1 1/4" MIN, ADDED FLANGE INSTALLATIONS EMBEDMENT R.L REVISED INSTALLATION DETAILS OPTIONAL R.L 1X BUCK ICU TO BE 143' LAN x NON REINFORCESFIANCE PROPERLY SECURED D SEE NOTE 1/4' MAX. SHIM SPACESHEET11 owc ro Aty 3/16' TAPCON EXTERIOR 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS alrawuvN VERTICAL CROSS SECTION CONCRETE,AtASONRY !A(STALLATION INTERIOR 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE MIN. EDGE •v DISTANCE v SEPARATION v ' 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT .. . CONCRETE/MASONRY BY OTHERS r 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 ALS I. WTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOTSHOWNFORCLA TY OE9tlIII)TION WE Ni1gVm ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TFSIING 10/15/13 ILL ADDED FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS OB/0b/15 R.L REVISED INSTALLATION DETAILS 06/22/17 ILL INTERIOR JAMB INSTALLATION DETAIL 00NCRETE144SONRY WSTALLATTON NOTES I. WTERIOR AND EXTERIOR FINISHES, 8Y OTHERS, NOTSHOWNFORCLA TY 2 PERIMETER AND JOINT SEALANT 8Y 0THERS TO BE OESIGNEDW ACCOROANCE WTTH ASTM E2112 SIGNED: O6 WO17 MI WINDOWS AND DOORS LLC.01tt1II/II/l,, 650 WESTMARKET STREET t • 0 ice9si GRATZ, PA 17030 r •GEN q OTAYPOrF-',&' SERIES 430 SGO 143' LAN x NON REINFORCESFIANCE I80" NSINSTALLATION DETAILS D i'L's;e4OR1aG?N oaAwN owc ro Aty OB - y00582 E ESI0ixuENTS ° h 02/23/09 OF'9 U l L ROBERTO LOMAS P.E 14.72 MOOFORD RO LEWIS91LLE NC T)OTJ Luis R. Lomas P.E. A304".6609 Noau Irq ccm FL No.: 62514 1 5/8` MIN. EDGE DIST. 1' TRIM a . INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE1PROPERLYSECURED Ilf 3/16' EXTERIOR M;;j) PANEL INTERLOCK HOOK STRIP INSTALLAT/0N A1A,SONRY/CONCRETE RLASIONS 0evitproN ADOEO CKARTS REV= PER NEW TESTING ADOM FIANCE PMALLATioms REVISED INSTALLATION DETAILS REVISED INSTALLAiWN OE JULS METAL STRUCTURE1/2- MIN. By OTI{ERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP U SCR SELF DRILLING PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: I. INTERIOR AND EXTERIOR FINISHEa BY OTHERS'. NOTSNOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS >D BE DESIGNED IN ACCORDANCE WITH ASTM 02112 INTERIOR TRIMI 1 3/8` MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCKAVOOO FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430 SOD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS OPAM Or'G ND. F.A.08-00502 scxt NTS — 02/23/09 9 Of 9 L ROWR/O LOAKi P.E. N.Y W090#z0 O R0 tEW1SV9AJE NC?7027 OAX opw-m 03/06/12 R.L. ; 10/15/13 R.L 12/06/13 R.L 00/05/15 R.L. 06/22/17 R.L SIGNED: 0612WO17 E,NSF fr'. TM10'F Oi .e'- A` S'ONA 11x\\\\` Luis R. Lomas P.E. FL No.: 62514 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. Z. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFD FOR THIS DEBRIS REGIONS. PRODUCT IN WINO BORNE S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALLLOCATEANCHORSASSHOWNINELEVATIONSANDINSTAL-LATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. 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 BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF. G-0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 NOTES 2 ELEVATION E A ADDEO CNARTS 03/06/12 R.L. B RENSEO PERNEW TESTWC 10/15/13 R.L C ADM FIANCE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E WASED LNSTAUATION DETAILS 06/22/17 R.L. SIGNED: 0&2WO17 MI WINDOWS AND DOORS LLC 650 GRATZ MARKK17030REET J S!R'..O i4 ip'ENSF 9,P• S 4-UiPOKF--k= a 25 SERIES 430/"0 XIX SGO 143" x 96" REINFORCED maNOTES 0RMd' L`: ollAwlt F A owe Ila OS -00503 E S OIjIA111`` Luls R. Lomas P.E. scut NTS o`er 02/23/09 * 1 OF 9 L RODERlOLCWAS P.E 143? OOFORD RD LEWISVVAF_ AC27= AWA"60 Inn FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART ®3 FOR NUMBER OF LOCATIONS REOUIRED 17" 6- MAX r - MAX - 6" MAX 6" MAX L 17" MAX O.C. 96" T - MAX FRAME HEIGHT 6" MAX SERIES 430/440 XIX SGD EX EROR NEW DESIGN PRESSURE RITWG IMPACT RATING t40.OPSF NONE SEE CHARTS of AND 12 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Ul"x 9S" 2 MAXIMUM O.L0.:445'N•x90&r t 1 r4JY wwwn _ M Mt SE 1(9944.145) AT 37 314 -ON CENTER FROM PANEL 807TOM ti. (1) r.ETALUC TMIOEM ROLLERS (99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS 6063-79 OF OPERABLE As 1 ocsuevroN X X SERIES 430/440 XIX SGD EX EROR NEW DESIGN PRESSURE RITWG IMPACT RATING t40.OPSF NONE SEE CHARTS of AND 12 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 Ul"x 9S" 2 MAXIMUM O.L0.:445'N•x90&r t 1 r4JY wwwn _ M Mt SE 1(9944.145) AT 37 314 -ON CENTER FROM PANEL 807TOM ti. (1) r.ETALUC TMIOEM ROLLERS (99-17-195) AT EACH ENO OF PANEL BOTTOM RAILS 6063-79 OF OPERABLE CHMT 422 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIREO SEE NOTE 9 SHEET 1 Ds sI n prem» chart (PSI) Rai ShOb mw and Toto) Frwm vvm (hl Holum X0 I 74.0 4Lo I47.7 h) 90.00 t0i0o 126.00 14300 Pea Aho Pos I Arm Pos Np Pas Hao 84.0 60.0 6011 579 57.9 520 520 48.0 48.0 84.0 60.0 60A 57.8 54A 46,9 40.9 430 45.0 03059.8 1 59.6 1 51.7 1 51.7 40.1 46.1 -72-3-12-3 88.o5&6 1 566 1 490 430 43.7 43 400 30.0 CHART rJ NRmhar ofencfrorloCatlonsrpuUea As 1 ocsuevroN flobld 70.0 3i0 420 1 47.7 A ADDED CHARTS 00.0 708.0 1ffi3O u30 N8S Jamb Nig Ama N45 I Jom6 N8S Jamb 84.0 8 RMED PER NEW TESTING SM 7 8 7 8 6 6 0 8 C ADDED FIANCE INSTALLATIONS 7 0 7 6 8 8 9 6 94o 0 REVISED INSTALIATION DETAILS cHARTIr E RMED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Oesfan aromra chart (po From Shpb Pard and TOW From vmn (o) H*N 70.0 1 76.0 4L0 47.7 w 90.00 ,OL00 1z6 ao 14300 Pas Np Pos Mp Pos Np POs Np 84A a0A 60D 40.0 57.9 40.0 52.0 40.0 46.0 u0 AOA 00.0 1 40.0 51.6 40.0 se8 40.0 450 920 40A 69A soo s1.7 40.0 48.11 40.0 1 42.3 9i0 40.0 SBA 40.0 49. 40.0 437 40.0 400 CHMT 422 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIREO SEE NOTE 9 SHEET 1 Ds sI n prem» chart (PSI) Rai ShOb mw and Toto) Frwm vvm (hl Holum X0 I 74.0 4Lo I47.7 h) 90.00 t0i0o 126.00 14300 Pea Aho Pos I Arm Pos Np Pas Hao 84.0 60.0 6011 579 57.9 520 520 48.0 48.0 84.0 60.0 60A 57.8 54A 46,9 40.9 430 45.0 03059.8 1 59.6 1 51.7 1 51.7 40.1 46.1 -72-3-12-3 88.o5&6 1 566 1 490 430 43.7 43 400 30.0 CHART rJ NRmhar ofencfrorloCatlonsrpuUea As Shya Pond ana TOW Rano w1aln Ih) flobld 70.0 3i0 420 1 47.7 h1 00.0 708.0 1ffi3O u30 N8S Jamb Nig Ama N45 I Jom6 N8S Jamb 84.0 6 6 7 6 B 6 9 6 SM 7 8 7 8 6 6 0 8 9L0 7 0 7 6 8 8 9 6 94o 7 8 7 8 0 8 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED.. ELEVATIONS F.A. I 08-00503 L E NTS 02/23/09 1-2 OF 9 L R09ERTOL04LLSP.E. 1472 W*WF0RDROLEWt5V U.E,NC2f0?7 AN41006ft- m-am- NATE APPRWO 03/06/12 R.L. 10/15/13 R.L. 12/06/13 RL 08/05/1S R.L 06/22/17 RL SIGNED: 06/22/2017 lR IC O,', i pEN194p'i 0 5 •1t= 0T OF Luis R. Lomas P.E. FL Na.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN. OR 2X BUCK EM8EQMENT BY OTHERS 1/4 - MAX. SHIM 110SCREW SPACE 110 WOOD SCREW 000 FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II II II INTERIOR vyL v,J.•K VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTALLATXW NOTES: I. WTERIOR AND EXTERIOR FINISMES. BY OTHERS, NOT SHOWN FOR CCARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2I I? 1 3/8" MIN. EMBEDMENT 1 1/2- MIN. EDGE DISTANCE 110 WOOD SCREW BE SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS OFAk oMC M0. F.A. 08-00503 Wju NTS Dat: 02/23/09 3 OF 9 L ROBERTo Lo"AS P.6 tat 010012FORO RD LEwrsvalE Kc 27017 a.aaoeo 4Lvnrs oan;ram SIGNED: 0&2MO17 DGFN*G. 0 6 *= i toS FCOR10*• oNA E;-,\N` Luis R. Lomas P.E. FL No.: 62514 RDA901t9 R[v OESCPIr4N we APPROVIM A ADDED CHIMS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSULLATION DETAILS OB/05/15 Rd. E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS OFAk oMC M0. F.A. 08-00503 Wju NTS Dat: 02/23/09 3 OF 9 L ROBERTo Lo"AS P.6 tat 010012FORO RD LEwrsvalE Kc 27017 a.aaoeo 4Lvnrs oan;ram SIGNED: 0&2MO17 DGFN*G. 0 6 *= i toS FCOR10*• oNA E;-,\N` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4- MAX. p A r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11' 11 11 II II INTERIOR 1/2' MIN. EocE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED W ACCOADANCE WITH ASTM E2112 TO BE SET IN IED OF APPROVED LANT 1/2' MIN, EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE C^ I Gngwn JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 0612WO17 DOORSLLCMIWIN650ooEST IIIA MAWS RKET Rtv aenlnN alt APP Ym A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OETAUS 06/05/15 R.L E REVISED INSTALLATION OETAILS 06/22/17 ILL JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNEO: 0612WO17 DOORSLLCMIWIN650ooEST IIIA MAWS RKET SSR /i GRATZ. PA 17030 0 5SERIES430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS TAT OF13 Tu ii.l s 4OR10T; awns aw w. Rlv 08 3 E lids R. Lomas P.E. FL NO.: 62514 scut alt sttatTNTS02/23/09 4 OF 9 L ROBERTO LOMAS P.E. 1432 WOOOFCRD RO LEWISVILLE. NSC 2:027 gw0.760009 Ab-+brkvwd0M 1 1/2- MIN. 1- MIN. Ot3CFwnw 1 am AppwVED SEPARATION EDGE DISTANCE A ADDED CNMTS 03/06/12 R.L. 6 REVISED PER NEW TESMC 10/15/13 RA. 1 1/4- MIN, 1 1/4- MIN. 1/4' MAX. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. n EMBEDMENT EMBEDMENT SHIM SPACE0 REVISED MSTALLATION DETAILS 06/05/15 R.L. CONCRETE/ . E REVISED INSTALLATION DETAILS 06/22/17 R.L. MASONRY BY OTHERS OPTIONAL EDGE •'v 1X BUCK DISTANCE INTERIORTO8E . PROPERLY 1/4- MAX. SECURED SHIM SPACE ! SEE NOTE 3 SHEET 1 3. IN3/16- TAPCON MIN. !; SEPARATION EXTERIOR INTERIOR •• •' D 3/16' TAPCON o' SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16- TAPCON SEALANT JAMS INSTALLATION DETAIL CONCRETE/MASONRY OPTIONAL 1X BUCK CONCRET&AIASONRYINSTALLATION MASONRY/ BY OTHERS TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 y r b' • 1 1/4' MIN. 1.INTERIOR AND EXTERIORRNISHES.BYOTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. e • • a' . ' • .. 2 PER/NETERAND JOWT SEALANT BYOTHERB TO BE DESIGNED LYACGORDANC£ W"N ASflH E2112 SIGNED: 06/2WO17 z 7/e MIN, 1- MIN. MI WINDOWS AND DOORS .LLC 11 111II/ISEPARATIONEDGEDISTANCE 650 WEST TZ MARKETSTREET`Js J S RENS 9,p VERTICAL CROSS SECTION G CONCRE1F4144SONRYINSTALLA7701Y SERIES 430/440 XIX SGD *• 4TAFL? 0 143" x T96' AL REINFORCED ` FRAME INSTALLATION DETaLS ¢1 OF LV olutn+ owe w. An 0' F•'OlOR10. • : saac NTS ouc 02/23/09 OB T53 Of 9 E i Zi, iOMA`1 NG` I-RMRFOLOMASP.E. Luia R. Lomas P.E. 14 WOODFORD RD LEKISY¢A$ NC 27UD 43461104M 4bnnoxasm FL No.: 62514 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATAON NOTES: I. INTERMANDEXTERjORFwwim BYOTHERS, NOT SHOWN FOR MAA?Y. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE OESIONED IN ACCORDANCE W1I N ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DIRK qNC rp. F.A. 1 08-00503 WP E NTS °`* 02/23/09 s"EET6 OF 9 L RO'SERM LONAS AE 1432111, WF RO RD LEWISYMM No r.0b 4.u4u41Bo! `mmea bn o.aan SIGNED. 06/22!2017 NS` REI COy i G NSF ,LP i iS10RA` lS Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE REV 00CM1,1101L MiE APPIIOVED A ADDED C+WtTS 03/08/12 R.L. B REVISED PER NEW TESnNG 10/15/13 R.L. 0 FRAMING 1 3/8' MIN. EMBE4NENT C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. R 2X BUCK BY OTHERSD REVISED INSF,uunON DETA&S 08/05/15 R.L. 1 3/8' MIN. EMBEDMENTSHIM 1/4' MAX. E REVISED INSTALLATION DETAILS r SPACE 06/22/17 P -L MAX. SHIM I SPACE T INTERIOR 1/2' MIN. 10 WOOD EDGE DISTANCE SCREW D0 EXTERIOR INTERIOR X10 WOOD SCREW 1110 WOOD SCREW SILL TO BE SET IN a A BED OF APPROVED SEALANT Qt FRAMING OR OR ZX BUCK EXTERIOR ql-3— BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2K S" INSTAILATON BY OTHERS 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATAON NOTES: I. INTERMANDEXTERjORFwwim BYOTHERS, NOT SHOWN FOR MAA?Y. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE OESIONED IN ACCORDANCE W1I N ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DIRK qNC rp. F.A. 1 08-00503 WP E NTS °`* 02/23/09 s"EET6 OF 9 L RO'SERM LONAS AE 1432111, WF RO RD LEWISYMM No r.0b 4.u4u41Bo! `mmea bn o.aan SIGNED. 06/22!2017 NS` REI COy i G NSF ,LP i iS10RA` lS Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 00 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. _ I EDGE DISTANCE CA I cIYIVIY IT I cnlwrl 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTAUATION NOTES: 1. INTERIOR ANO EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY, 2. PERIMETER ANO JOINT SEALANT 8Y OTHERS l0 BE OESIGNEOW ACCORDANCE WITH ASTM F2112 1/4- MAX. SHIM SPACE OR LUNG L TO BE SET IN BED OF PROVED SEALANT 1/2 -- MIN. EDGE DISTANCE 1- 1 J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS r1 /4 MAX. SHIM SPACE INTERIOR EXTERIOR a JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143` x 96' REINFORCED FLANGE INSTALLATION DETAILS ORWK ovm NO. F.A. 08-00503 lr4L NTS o`er 02/23/09 1 SNW7 OF 9 L ADBFRTOLOULTP.E. rift N000Ti7RD RD L EWISVALE. AC 27021 asLE6iG609 Asnaa nawosan SIGNED: 06/2M17 Luis R. Lomas P.E. FL No.: 62514 K`' oETCRVIgN CAN APP*M A ADDED CNARIS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLUCE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTAUATION DETAILS 06/05/15 R.L. E REVISED INSTALLATION OEGILS 06/22/17 RL EXTERIOR a JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGO 143` x 96' REINFORCED FLANGE INSTALLATION DETAILS ORWK ovm NO. F.A. 08-00503 lr4L NTS o`er 02/23/09 1 SNW7 OF 9 L ADBFRTOLOULTP.E. rift N000Ti7RD RD L EWISVALE. AC 27021 asLE6iG609 Asnaa nawosan SIGNED: 06/2M17 Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. REASONS CONCRETE/ SEPARATION EDGE DISTANCE REv oEstwvluw DATE Aim MASONRY A ADDED CNARIS 03/06/12 R.L. BY OTHERS B RMED PER NEW TESTING 10/15/13 RL 1/4' MIN.1 1 4" MIN. 1 4• C ADDED FIANCE INSTALIA,TIONS 12/06/13 a, a' 1 EMBEDMENT SHIM SPACE 0 REVISED INSTALLATION DETAILS 06/05/13 R.L. EMBEDMENT' a• , . E REVISED wamuAT10N DETAILS 06/22/17 R.L OPTIONAL 1" MIN, OIX TBOUCK EDGE DISTANCE : ' , • .° INTERIOR PROPERLY 1/4 SECURED _ E NOTE 3 SHIM SPACE OSHEETI 3/16" 7APCON 3 FMIN. SEPARATION • ° ' • EXTERIOR INTERIORI El 3/16" TAPCON 3/16" TAPCON mu SILL TO BE SET IN ° EXTERIOR A BED OF APPROVED SEALANT OPTIONAL IX BUCK ,JAMS INSTALLATION DETAILCONCRETE/MASONRY TO BE PROPERLY / MAiONRYWSTALLAT1pNBYOTHERSSECUREDCONCRETE MASONRY/ I I III CONCRETE BY OTHERS Fi- 11 1/ MIN. EMBEDMENT MIN. 1" MIN. SPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASDNRY INSTALLATION SEE NOTE 3 SHEET 1 NOTES: 1.11MRIORAND EXTERIORANISHES 8YOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED WACCORDANCEKITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS OPAWt OAC Na F.A. 08-00503 sox NTS 02/23/09 S'w8 OF 9 L ROBERTO LOMAS P.E. tart WOOOTORO R0 LEW1$VUC NC Z,= aAr,raraP ,aaner awr.o..mn, SIGNED. 0&2M17 GEkSFgAi+ pE OF ; ivy PF• ORlO* • '' ONA HIM Luis R. Lomas P.E. FL No.: 62514 1 5/8• MIN. EDGE DIST. TRIM ' 1 1/4' MIN. INTERIOR . EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE 3/16• BY OTHERS TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP ICE INTERIOR TRIM 1 3) MIN. EMBEDMENT HOOK STRIP a SCR WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STR110 INSTALLATION 2X SUCK40VOOD FRAMWO 1/2' MIN, EDGE DISTANCE 110 SELF DRILLING IIN SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS.. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JO/NT SEALANT BY OTHERS TO BE DESCNEO IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA. 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS awm: ol+o Na F.A. 08-00503 3c, NTS — 02/23/09 —9 OF 9 L M)SERTOLOMLSI.E. Iu2 w000waoao LEwLsvaLE.IaC2 ov X0002 domaspFbrrulprcan SIGNED: 06/=017 5 1111 IIID/ /, J•' y T V F Luis R. Lomas P.E. FL No.: 62514 1¢Auaps 900P P110N WTE APRWWADDEDCHARTS03/06/12 R.L. REVISEDrD PER NEW TESTING 10/15/13 RLADDEDFLANGEINSTAIAARONS12/06/13 R.L. REVISED INSTALLATION DETAILS 06/05/15 R.L REVISED INSTAUATION OETAILS 06/22/17 R.L 1/2' MIN, EDGE DISTANCE 110 SELF DRILLING IIN SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS.. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JO/NT SEALANT BY OTHERS TO BE DESCNEO IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA. 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS awm: ol+o Na F.A. 08-00503 3c, NTS — 02/23/09 —9 OF 9 L M)SERTOLOMLSI.E. Iu2 w000waoao LEwLsvaLE.IaC2 ov X0002 domaspFbrrulprcan SIGNED: 06/=017 5 1111 IIID/ /, J•' y T V F Luis R. Lomas P.E. FL No.: 62514 IProfessional ••!I SCIS Home I tag In I User Registration I Not Topics I Submit Surcharge I Stats B Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I Florida oduct Approval US rye( I USER: Public User Product Approval Menu > Produc[ or Application Search > Application List > Application Detail FL * Application Type Code Version Application Status Comments Archived FL9174-1112 Revision 2017 Pending FBC Approval Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoorcom Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email 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 Gordon Thomas the Evaluation Report Florida Ucense PE -46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2012 Florida Ucensed Professional Engineer or Architect FL9174 R12 Eouiv WD2017-OO1R2 Evaluation Report - FL 9174 -PDE Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Summary 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 R12 II 0228-318958-P8 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart sloned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.Ddf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120/ 6100/ 9100 #0229 16' 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 R12 II 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sipned.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD signed.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' 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 R12 II 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 li 307494 P11 Track Suoplement Chart sinned.Ddf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supo sianed.Ddf Design Pressure: +25.90/-28.8D Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120/ 6100/ 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 Ii 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 PH Track Supplement Chart slpned.pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection SUDD sianed.odf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 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 R12 II 0234-319022-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD slpned.DdfImpactResistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' 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 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 lI 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 11 319040 PI Post Istall Instructions sianed.pdfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection SUDD sinned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Created by Independent Third Party: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Evaluation Reports Created by Independent Third Party: Yes FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report FL 9174.PDF Created by Independent Third Party: Yes Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' 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 R12 If 0232-318999-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sianed.odf Impact Resistant. No Design Pressure: +12.40/-13.80 FL9174 R12 11 324620 P16 lamb Connection SUDD sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' 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 1112 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 1112 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: No FL9174 R12 It 324620 P16 Jamb Connection SUDD sianed.pdf Design Pressure: +18.50/-20.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF door. 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 Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 [[ 307494 Pll Track Suoolement Chart sianed.pdf Impact Resistant: Yes FL9174 R12 [I 319040 Pl Post [stall Instructions sianed.odf Design Pressure: +30.00/-33.50 FL9174 R12 11 324620 P16 Jamb Connection SUDD slaned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' 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 R12 11 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 Pll Track Supolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 11 319040 PI Post Istall Instructions slaned.odf Design Pressure: +39.20/-43.70 FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 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. 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12 If 0600-319026-P5 S.odf FL9174 R12 11 307494 Pll Track Supplement Chart sianed.odf FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Parry: Yes 9174.12 15120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 If 0601-319027-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 11 324620 P16 Jamb Connection Suoo sioned.Ddf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 30' Max height. Max section height 24". Glazing 0602 1 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.01' Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sipned.Ddf Impact Resistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part/: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R12 11 0604-319030-P6 S.Ddf FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 It 319040 PI Post Istall Instructions sianed.odf FL9174 R12 11 324620 P16 Jamb Connection SUDD sioned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Part/: Yes Evaluation Reports FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Thins Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0605 -319031 -PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 ll 307494 P11 Track Supplement Chart sianed.Ddf FL9174 R12 11 324620 P16 Jamb Connection Supp slaned.DdfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001 R2 Evaluation Report - FL 9174. PDF Created by Independent Third Party: Yesdoor. 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0606-319032-P7 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.DdfImpactResistant: No FL9174 R12 11 324620 P16 Jamb Connection SUDD sipned.odfDesignPressure. +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Part/: Yes designed as partially enclosed or door Is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0609-319035-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supolement Chart sipned.pdf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions sloned.pdf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Back Ncrl Contact Us :: 2601 Blair Stene Road, Tallahassee FL 32399 Phone: 850.487-1024 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 send electronic mall to 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 emalis provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS, please click b2a. Product Approval Accepts: Credit Card Safe Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' 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 R12 li 0608 -319034 -PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf FL9174 R12 lI 324620 P16 Jamb Connection SUDD sianed.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' 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 R12 11 0607-319033-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart sioned.Ddf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection SUDD sioned.udf Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by independent Third Party: Yes Back Ncrl Contact Us :: 2601 Blair Stene Road, Tallahassee FL 32399 Phone: 850.487-1024 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 send electronic mall to 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 emalis provided may be used for official communication with the licensee. However email addresses are public reco-d. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS, please click b2a. Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: s Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any ! company manufacturing or distributing these products. 2)1(my business) is not owned, operated or controlled by any company manufacturing or distributing these products. ! 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Kornish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope 1111irrriii 00. D. 7-/y, . 0. No. 46718 jr Lkv STATE OF Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. 11. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 III. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. Table 1A — Doors under Evaluation FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.5 Model# 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9° 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30/ 17.00 psf 25.90/ 28.80 psf 30.001 33.50 psf 43.20/ 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-P6 319022-P6 Impact Rating Yes No Yes Yes Yes Table 1A — Doors under Evaluation Table 1 B — Doors under Evaluation ;`p° N ° C). UcIFrvs'' .O No. 46718 V n ' STATE OF' L7 ` i s ''FLORIDA .••'• 2 , 01VAL ENG .`\. FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x 8' 18' x 8'-9" 18' x 8'-9" 18' x 8' 18' x 8' Design Pressure 39.20/ 43.70 psf 12.40/ 13.80 psf 18.50/ 20.70 psf 30.00/ 33.50 sf 39.201 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1 B — Doors under Evaluation ;`p° N ° C). UcIFrvs'' .O No. 46718 V n ' STATE OF' L7 ` i s ''FLORIDA .••'• 2 , 01VAL ENG .`\. Table 1C — Doors under Evaluation o FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.001 46.30 psf 15.30/ 17.00 psf 23.00/ 25.00 psf 39.20/ 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 319030-P6 Impact Ratin No Yes No No YesL. Table 1C — Doors under Evaluation o Table 1 D — Doors under Evaluation C. Conclusion IIII11!/// No. 46718 STATE OF PtOR\VP'.-* `GN E . S/ONA iZtv3f 7 LAV-)1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51 Edition 2014) and 6-' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. a,, Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18'x10' 18'x8' 18'x8' 18'x8'-9° 16'x8'-9" xH Design 15.30/ 30.00/ 39.20/ 18.50/ 25.90/ Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion IIII11!/// No. 46718 STATE OF PtOR\VP'.-* `GN E . S/ONA iZtv3f 7 LAV-)1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 51 Edition 2014) and 6-' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1) I have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, L,--7:4 14 Gordon Thomas, P.E. FL PE # 46718 Karl, I. sm4uPACT RE9SrANr GLAZING orGCH - .090' YINONM $SB CLAZING IN uQLOE0 FRANCS SEEMED 13 CA H= ARGLO TOCEIICR W' A UPOMM OF (C) /&I' SO CVIS BRAGKEt ArrAGOD TO TRACK WIN 1/4-29d/Ir TRACK SOL? AND MUT. INSTALLED IN TOP OR WMIUCIATE SECDON (IRM OR IATMOUT OECORAUVC INSERTS) NEU$ UNIFORM STATIC DESIGN PRESSURES SHDMN ON 1115 ORAV44Q CLA7p0 13 CA FLM ANGLE SHALL HAVE A MAMAN MIGHT 0 1175' AND A MAOYUU LENGTH Or 10.75. OlADNG C NOT VAPACT N GA NON pow, RESISTANT MD DOES NOT MEET THE REQUIREMENTS FOR TRACK nom-soom cE®as REaaa 3h4_oro,, L /IACr RESISTANT OL4ZM ONIION - WACT IAC sptMs RMSTANT GLAZING SYSI01 NAY BE INSTALLED IN IOP LIN 3 AS OR ONTIDNEDIATE UPON (WITH OR WIMQUF DECORATIVE NO" L•ISERTS 1RA7YIG 91AEL BE 1/o WMRMO -AR Ie G Mw WIT P0. re G EQUAL G ALNC SMALL HAVE A UAA UL NEGIT OF 13.2t' AND A SAAMPAS LENGTH OF TRACK 3408'. C AZINO IS WACr RESISTANT AND GOES YLET THE RWIVIEJENTS FOR WND-BWJIE DEBRIS RECONS. 3/Ifal-S/S' LA0 SEE OErAL E ON SHEET 2 FOR ASSEMBLY DETAILS SCIICW Ar EACH GLAZED SECTION REQUIRES REwFORCEMOIT BRACKETS MMB $RACKET ATTACHED TO U -BAR QU UPPER Hamm ION (SEE OCTAL 0 SIM 116 CA J -STRUT SCREWED TO LOWER 1/4-20.1/16' TRACK IMMORAL RN Or C71DT1 AND OPERATOR STU TO Of BOLT AND 1/1-20 NEX FACTORY wsrALLED. w3FAuER SMALL F40 wsTALL (1) MIT AT EACH JB 409 1 •-1•.7 SCP Op"L N0 CRWTR SCREW TO ATTACH BRACKETLO CATION TME J -STRUT TO W INTEGRAL RIB ANO OPERATOR SAE AT THE CEHICARIC Or THE DOOR PER OCTAIL r ON SHICET2 1 VINYL OR WOW DOOR STOP MAILED A MAAWY OF 1' D.C. UUSf OVERLAP TOP AID RUTH EROS K PArELS WGULAI 7/11' TO LRCI W.OAQLC PRESRW& HET LOOK SIRE LOCM OR OPERATOR RELURLD. IS OA S SECTION SMALL RUTH FOARCO weOAM JAMB dtACBUCKETS PLACE PO M INSULATIONAWINSERTION CAPO FORFORSEE31TV. STERE ANDAOXWOfD30CMA0G1EK OIA191Y, . OLE Olt 2 CAINCA STEEL BAOKEA. ENOIHAVE9ACKIUNM AMCATON, ANTYPE W TO HAVE A a3MYW 1.1' OCIM. CAP To 1. 111E OMG1 OF THE SUPPORTING STRUCTURAL KEY I= OR SAE LOCH CLELOITS SHALL BE THE REpONSBRIFY OF THE BOTH —HOT PROFESSIONOF RECORD FOR THE BULOINC GAL REOUM WITH OPERATOR CURRENT OULCSTRUCTUREANDINAC70ROAHCENTHON SEE NOTE .). 1110E CODES FOR THE LOADS OSTEO ON MS ORAMNO. LOCH INN TOR 7. DOOR JA1A9 TO BE MINIMUM bb SIOICRIML GRAM CLARITY LUMBER REFER to JAIDI OONNECTICH WPPLim cm FOR BOIL NI SOC100N SCID ATTACHMENT TO SUPPORTING SMXTURE ODOR 9101x1 SEC 9 ar 2 FOR U -BAR LOCATIONS G. LOUVER OPTION - .OHO' Low" LOUVERS N mom ON DOORS WITH OMER FRAMES SCHCMED TOGETHER WTH A MINIMUM OF (6) SECTION QUANTITIES Alm Sa1' 901" INSTALLED w THC BOTTOM SECTION. SEE MOTES 1 AND 2 ON THIS STREET FOR OTIONC IRUWE S `AREiNO T Ui ACT - _OO iNmIRE95TAiT SION SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE 0" H -604T 1 IWPoRY LOAD EACH iwe (PLF) L1ER{11111IFJ AvAE J KD'',, O P.••L cEP1•:Qq y o . STATE OP x: IV nfio oAPW.I I/Owi NOG. ao R K 11TH. n K IIMF G ENO W NOTE ON SQEr R INSTALLATION V. REVISIONS CHANCES TO GENERAL MAT AND CHANGED TAN FASTENER TTPC ENO CMS AND TOI RETAINER. MGLD CENTER HINGE ICE AND ADDED VER OPTION. MCIO STRUT MFICARON NEINOO w COLORSO PANT TO YPCO NUMBER. YRB 5/10/03 P1 ADOEO IMF IYPACr f 7/12/08 UPOATM RRE BLOCK f 8/26/10 H I AQOEO SNi43, N SQ1 DOOR YOCENTER OTOSGoam. c5c s / yOTE 201,11N SACKER 0 12•-0". (3) CENTEN MINCES PER JOINT ACQUIRED ON DOOR YDTHS LESS TUM OR EQUAL TO 17-0'. FOLLOWING ORNEN9CH OENOTCS "TIED JAMS BRAGKEt ArrAGOD TO TRACK WIN 1/4-29d/Ir TRACK SOL? AND MUT. FOLLOMNC DIMENSION OENOIES QUICK INSTALL JAYS BRACKET INSTALLED N WTMWLY SLOT. NO ADDITIONAL HARDWARE HMO TO ATTACH TO TRACK. DOORS %31H NICK UFT, ROOF PITCH. AMIM CRATER THAR IF IN "EIGHT REOURE UK OF CONMYWS WALL MICE SEE SIPPLWW TRACK CHART FOR OCTAL& STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A N PSF): +2190%28.80 IMAX TD1N; 10'-0' Wayne DESIGN TEST (PSE. +38.0.5 -13.20 MAX HEIOITK 9•-9' I I GATE NMIE ORAIWN 3/6/06 ORTt((6 j(J Dalton. IYPACT/GTQIC RARATED(lE5/MO : TES YAx SECTON NEIQTI: 2T ' Ep(EO 4/6/06 URBlfo°f1 GARAGE O 00 R $ MODELS 5120/9100/9605 SHEET 1 OF 2 dm4N OF ORERHEAD ODOR OW ORAWNO PART NO, vu aSdll O 318960PB4SSA fON . Tal. WINOLOAD SPECIFICATION OPTION CODE 0230 I acv. P10 e5/ •7• -lex 13 CA AOANSTABLE TOP PLACE U -BM OVER NTECRAL IBB 13 CA ADLRTmu FIXTURE ATTACKED TO MM THE (8) DRi-fVNCNm TOP I1%TUPE PRE-PONCHED NKEs ' • NOES EA9 END FAO NO UPWARD IN BOTTOM O• U -MAR AND ATTACH THIN d0 CAP AT WITH (2) 1/1-14.5/8' EACH END MTX (1) 1/1-/.:T/B• CRTMnE scREvs SEUF OKtD1G PTIfE SCREM FOR STANDARD TRACK AND (3) P = 4718 SELF OnLAYc TRE SGREYS FOR LOW HEADROOM IRACII (2 OF TBBCI APE USED WATT THE Ttp DETAIL ° RST AS ). LOW H ADROOM TRACK 13 GA ROLLER SIDE ATTACKED TO PRE -PUNCHED NOES N IP OF U -OM CE U -BAR OVER IMMORAL RI° WITH NTH (2) 1/.-14151 B TIN SCREWS. THE (8) PE-NOCKED NOES Gd ED FACING UPWARD AND ATTACH now TKOUSEVOHOLEINSUOETOENSURE PROPER ALI OF ROWERS CAP AT EACH EMD WITH (7) 1/4-147/b' SELF ORRUNO CflbnEE 3 C M5 17 CA RPM ATTACIEO U-eM PLACED OVER TOP MTH (4) 1/4-14.5/8• / MBB ON ME BOTTOM SECTOR $FLAIL ONL1 BE ATTACKED IMWI ENO CAF AT EACH CFOMPnE S (2 HIS VHCM ME FACTORY ENO MY" (1, 1/4-14.7 SOF OPR101G Na THE ATTACHED) BCu E TIM U -GAR MON FRE-FUNCRD IHXE to 2' NKOM STTXRMGAM 0i$TUEroRSLAI ETH $SEB°E ROLLED MM UNBARS; ALL UNBARS SHALL BE 4-1/2' sTE1M INSTALLED CH SECTIONS PRIOR t0 DETAIL B NSTALENO ROLLER SUM MO TOP FIXTURE ON THE II-RAR1 SEE is CA NWGE ATTACKED PU10E U-. OVER NIECML NO AND ATTACH WITH (5) 1/4-206/0' - MTH (2) 1/4-2Dd/ COMPnTE SCBM (2 OF CRUPTIIE SLAEWIS 1NRU WWCH ARE FACTORY PRE -PUNCHED LAKES AT ATTACED. 3 OF wOCH EACH IFIWJWEDIATE LANCE ME FIELD Dim INTO IOCADCH (/ TIGN FLANK TOP LEAF. AID 1 O< IWICH IS MEMO @STA" Oi I1 -OM ANO BOTTOM HN.E LEAF AND 1 TI•U MON FRE-FUNCRD IHXE W0 of U -BAR AND N Y DETAIL NTEORAL M OF SECROK) C 12 CA BOTTOM BRACKET FACTORY ATTACHED MM • o PEACE U -OAR OVER INTEGRAL RB WITHIeaS/NF NOTCM 00" TO CLEAR BOTTOM RTE SOEt4 BRACKET AND ATTACH THIN END CAP TU WIC HINGE LOGOOW (2) CRMFTIIE SORE" AT EACH TUNATC40HDIDMTHTI) 1/4-147/17' SELF OKU14 CLOP E SCREW AS FOR •PACT RESISTANCE. 111701 AND URE_(1) 1/4-144/i SELFTHE Bones BRACKET MUST BC SCREWED TO 111E BOTTOM . • 007mm CUYPBItEc SCEM ACROSSBO71OMOFTHEBOTTOMU-SAR AT U -BAR MTH EACH PRE-PUDIpED HOE AT MY 2) i 11447/0' SOF DETAIL 0 MINCE LOCAEIOL USE (1) 1/4-200/0• SO" AT ALL OTHERCOPTIESCEWl SEE IMPACT DOTTOM BRAC LT COMPTITE PRE-PUK04M LAKE LOCATIONS. DETAIL TITS SKEET. yNE..KoR'''% P.•'V,LCENSF'•.'jsi Ab. 77945 0, .• STATE OF ' 4( - ONAL' 11111111L0•• cYWC AF01W91, R 1374 cOPIY FIGO 140 MNNT HOPI 01117 FL PE 7AH3 R R .$To$ rawmauL DIO®MI RAL PRDMOO ONLT Pa 1TRINNRCN M WtAA4AP m4M1UC m OETALL MN STADBESS MI" STAINLESS BALED RUBBER WASHERS I/t' 0.G MAX t/O' BEAD GE F SSGL40C AC SEAEDITCOMA RLN 1 FtAWI STEEL a* USED ONLY ON IMPACT GLAZED SECTION - G IR11 EINFOIRCM r @RACKET AriACHED MDI (4) 1/4-14 is. SELF DRILUHG CMMPTIIE SCREWS (2 THROUGH eoTN BRACKET AID U-90) QE 1) 1/4-14007 SEIf IMBUING CANPTITE SC1EY AT II IDLE OF DOOR 1HGN T -.sour k OPERATOR eRAatET: gm.A.SIINT • SCREW ONLY RE0NRE0ACTCLAWSECTIONSSEENOTE ATTACH BOTTOM BRACIMT To BOTTOM U -OM "T" (2) .W M//s-14.7/0' SERF ORRUNO dtlMPT'. SOREIMS 1 IMPACT ROTTOM BRACKET 4) SECTION ODORS WTH (5) r. IB CA. 80 K9 U -BARS LOCATED OVER INTEGRAL RBS AS RATINGS MODELS 5120/91 1 ALL U -OARS SIAL Of PLACED OVER INTEGRAL ROS AND Wayne ATTACKED THRU PRE -PUNCHED HOLES MM (2) 1/4-1-3 Dalton. TU WIC HINGE LOGOOW (2) CRMFTIIE SORE" AT EACH TUN GARAGE DOORS 1/4-14.7/8• SELF OFILLNG CRIMPITE SCREW AT EACH ENO DIVISION of MEANER Dom C4 Dra PD+ SACOLAA0 ORIDAA .12314 CAP (EXCEPT BOTH U -BARS ON GOT MM SECTION - SEE OETM. B AM 0 THIS SHECK). W 1/4-14a/O' OYWiniE SOAPFaamuTELr MDRAT CH d0 OF 0000 AMCIEIOS CHANCED CENTER LANCE INTERMEDIATE 4000E LOCATKK AID (I) 1/4-140)4• ORIMFnIE SLEW APPROXIMATELY r FROM EACH ETD. FOR DOOR 10011HS GREATER THAN IY-O'. MERE SMALL BE A LOUVER OPTOH TOTAL OF (20) SCEK AITA000 EACH U -OAR EXCEPT BOTH U -BARS ON WrWU SECTION SMALL HAVE A TOTAL OF (18) SCREWS EACH, FOR DOW WIDTHS LESS THAN OR EOUAL TO IDENIBIGTION METHOD 12•-O'. THERE SMALL. eE A TOTAL OF (10) rl" ATTAOUNc EACH U -BM EXCEPT BOTH U -BARS ON BOTTOM 9(C11CH NOX-SnNCnRGL DECORATIVE SMALL NAVE A TOTAL OF (14) SCREWS EAOL OMEN WDOW TRIM 2. MM 111E EXCEPTION KC THE (S) PRE -PUNCHED HOLES N TE TOP OF EACH END USED FOC ATTACHMENT OF THE ROLLER 71/4' POLYCM00NATE SIDES AND TE (6) PRE-PUNWEO LAKES N DE BOTTOM OE THE TOP FONRE P3 AWED SIP004KMW EACH CD USED FOR THE ATTACK MEHT OF AND U.`LLBS NOIm OTHF3RTL5E ON TOS SPECi1GT10H ORMNq ALL PRE-PUNCEO HOLES N ALL -OARS 91ALL BE ATTACHED TO IKE DOOR MTH 1/4-140/°' ~nE SCREWS ON SUPPORMC 1 IB CA WARS SKALL BE STAMPED '44' APPROXIMATELY 0' FROM EACH EN0. RATINGS MODELS 5120/91 Wayne Dalton. GARAGE DOORS A DETAIL DIVISION of MEANER Dom C4 Dra PD+ SACOLAA0 ORIDAA .12314 RATINGS MODELS 5120/91 WINDLOAD SPECIFICATION OPTION CODE 0230 ENG PART N0. I REV. 318960 1710 PI CHANGES TO GENERAL FORMAT AND CHANGED U -OM FASTENER TYPE AT ENO GPS AND BOTTOM RETAINER. CHANCED CENTER LANCE CAKE AND ADDED LOUVER OPTOH CHANGED STAT IDENIBIGTION METHOD FROM COLOR° FAINT TO STAMPED NUMBER ORT 3/8/08 P3 AWED SIP004KMW OESCH PRESSURE LOADS ON SUPPORMCSTRUCTUREMD CAIBRED NUMBER OF ON DOORS iASTENERS ANO CENTER 3 8 CA . WAGES REQUIRED FOR BARS W AROWER DOOR ROM OMFOBS AS No 5/10/00 PC AWED IMPACT 1ESISTMCE TO DDDR. ADDED YODEL 4100. MODIFIED NOTE B TO TE THAT LOUVERS KOTtYPACT iTANT. 0/0/ 07MOOIFm AAE® OKETI SCHCOULE FOR OFTIR4 ADDED LIaCKETAS. SHEET L 4/17/0° AWED IMPACT RESISTANT GLAZING ADDED TEXAS LICENSE NUUSER TO TITLE BLOC( CHANGED LOUVER MM INCREASED MAX NOOK LLIFTIF °ANOo RAF PITCH TRACK NOTE. ORT 7/22/00 PC UPDATED TITLE BLOCK WINDLOAD SPECIFICATION OPTION CODE 0230 ENG PART N0. I REV. 318960 1710 i- 14" MAX 12" MAX 12" MAX I 12" i MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. O"ATME A KO"M'PC 4576 CLUNKMRO190 MOUNT HOPE ONA TL PC 77943 T% K 117UI PROAFS90NAL CNf91T m's ffm PROVED OLV Fait ycpwr-ATIO1 7 9NOIOAO O&ST111=001 oRALi PLATE LOCATION HEDULE 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-- CLIP DETAIL 11 GA MIN CLIP SEE SCHEDULE - CUP LOCATIONS 11" 7 0 SEE SCHEDULE TRACK 13 GA MIN CONTINUOUS WALL ANGLE TYPICAL CLIP BOLTING DETAIL a 4CK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1 (1) 1/4"-20 TRACK j OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL REVISIONS INCHNPS—TEXAS ANGLE 12 FOOT IED 11/03 DATED FORMAT. ASED ALLOWABLE YRES TO 0%57.00 PSF FOR DOR IMOTNS. XD 'TEXAS WALL TO -CONTINUOUS ANCLE'. ADDED RATE MOUNTING CHANOED TO NO ANCHORS 2/07 IANCEO FORMAT. 1 MODELS 9800 1024 WITH OVERLAY 8/21/07 UPDATED MODELS IED 1N CHARTS, IATEO SPLICE A CUP IO/OS/07 04/11/08 ANDED 1-1/2' TO 8' DOOR THICKNESS RT UP TO 14• NIGH. 12/11/08 UPDATED TITLE K8/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE 5/15/17 DESIGN PRESSURE CHART MAX PSF VDNMOTX1Ri 9'-0" 46.0 PSF/-52.0 PSF PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS INCH NPS—TEXAS ANGLE 12 FOOT IED 11/03 DATED FORMAT. ASED ALLOWABLE YRES TO 0%57.00 PSF FOR DOR IMOTNS. XD 'TEXAS WALL TO -CONTINUOUS ANCLE'. ADDED RATE MOUNTING CHANOED TO NO ANCHORS 2/07 IANCEO FORMAT. 1 MODELS 9800 1024 WITH OVERLAY 8/21/07 UPDATED MODELS IED 1N CHARTS, IATEO SPLICE A CUP IO/OS/07 04/11/08 ANDED 1-1/2' TO 8' DOOR THICKNESS RT UP TO 14• NIGH. 12/11/08 UPDATED TITLE K8/2/10 UPDATED TITLE K. REMOVED CHART. 11/15/13 UPDATED TITLE 5/15/17 DESIGN PRESSURE CHART MAX PSF VDNMOTX1Ri 9'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 lwqpgy ton DATE NAME DRAWN B/21/07GRT CHECKED 8/21/07 MRB 11 s SHEET 1 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. TRACK SUPPLEMENT CHART PE"8 0) 474-9: 9032514 307494 P11 2 3/4" t1" REVISIONS EDGE DIST TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED 1 8 2-24 sPJ 6/11/03 E60XX MIN. 1/8 2-24 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-32.00 PSF FOR MIN 3/16" THICK ALL Doo; VIDTHS. STEEL FOR MOUNTIN CHANGED -TEXAS WALL ANGLE, TO 'CONTINUOUS 5/16" x 1-5/8" WALL ANGLE DEDWUSTRRAATEMOUNTING LAG SCREW OR nEi No w s EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6X0.2 TRACK CLIP PADDEEOAMG S Lo OO SPF (G=0.42) OR _ _ AND 6024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" SCHEDULE. LE HOLE OR PAIR OF TRACK BOLT AND ORT 5/21/07 HOLE LOCATIONS 1/4-20 HEX NUT PS UPDATED MOODS CSUEDINCHARTS UPDATED SPLICE k CUP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL OLP /06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE TING DDEETAIL DDRAWINC& MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CRT 10/05/07 a WITH MIN. (1) 1/4-20x7/8" SELF P7 uFATE T KaUSE roELIMINATETHEUSEOF DRILLING SCREW WITH 1" O.D. THE a CUP (REPLACED 4 •' 4 4' WASHER AT EACH HOLE OR PAIR OF eOAARD Ac;oss THE HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 a. •• Pe UPDATED STEEL 4. . d MOUNTING DETAIL MRS04/11/08 PB EXPANDED 1-1/2' TO fid 4 CHART W TO 11' HI(il. CHART DOOR THICKNESS4'NICK ORT 12/11/06 P10 ADDED MODEL $700. 3/8" SIMPSON TITEN HD, UPDATED TITLE0LTLOKx CRT 6/2/10 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE P11 UPDATED TITLE BLOCK. REMOVED CHART. AT EACH HOLE OR PAIR CRT 11/15/13 OF HOLE LOCATIONS 1 1 I 1 I ! P12 UPDATED TITLE WALL ANGLE J // NE Esc 6/15/17 1/4-20x9/16' Q.. X KQ TRACK BOLT AND 10EN SF 1. CONCRETE MOUNTING DETAIL Q.•• 14-20 HEX NUT S _ TRACK CLIP - ; NO. 77945 Tis' STATE OF T ARID Sz0A/AL OkeG\\. 1 Wayne GATE NAME DRAWN 8/21/07 GRT OWAVW 4 KORKa K 4374 COUNTY Rao Lao f 7 Dalton. GARAGE DOORS CHECKED 9/21 07 MRS SHEET 2 Of 2NOON? .TIL am rt PC 7n43 Tx FE man 3393 ADOISON DRIVE DRAWING PART N0. REV. CNONIDIY SCAT n KJ' ESSO A a KT MVEMA TRACK SUPPLEMENT CHART PENSACOLA. FLORIDA 32514 307494 PI VKUCPotomoto AlION AWDAO CONa?RUG1161 lwy 95OL 474-9590 11 Wayne ZDalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIOA 32514 850) 474-9890 Ko OBJ LICENSE No.77945 O STATE OF 4& c<ORIDP 01VAL A, MAYNE A KOPINUH. PC 4574 COUNTY ROAD 140 u0UWF MOIL agortIC71545RPC117"4 PpOFEMOMAL ENCMIER'S SEAL PROYM ONLY FOR KOOFICATIOM OF W/OLOAD 026MVCTKU OLTARd 6- MA N/ SF 6- MAI SEE DETAILS 1, 2 AMD 3 REOURRED FOR VERTICAL 1 PMTERINFORpNC rODOR WIDTH NO SCREW WASHER ANO EPRI OF 2-3/4- AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL I MINIMUM 2300 P9 [ONCa NOTE, MA1011UM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM ?" 03 QNEAOEA IDCII SOUTHERN PINE BkAC(ET LI1M e 4"(4 O 4) 3/B' SIMPSON TIMM NO SCREW ANCHOR WITH A 1-1/4- WASTER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. DETAIL 4 YINIMUN 7D00 P51 CROUT iRlfD ISHU d=MA)GNIUM DESIGN LOAD CAPACITY OF 2400 LBS. P17 UPDATED TITLE BLOCK ESC B/13/17 MINNUM 2N6 /3 C HEADER LOCK SOUTHERN PINE BRACKET LUMBER. O 4- 1-1/2• 4) 3/8' IIA. LAC SCREWS WI H1-1 4. O.D. WASHERS. LAC SHALL HAVE A MINIMUM PENETRATION OF 1-9 INTO THE MAIN ORT MEMBER. DE7Art NR}DRSIIPPORT S7AUCTI1Ri Nn—T fuYl—uL'61 Ln.p CAPACITY Of 2430 LBS. SHEET I OF 2 JAMB CONNECTION SUPPLEMENT DRAMANG PART NO. I REV. 324620 P16 Wayne moDalton. GARAGE DOORS 3395 ADOISON ORIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 P9 CONCRETE tLam. MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE OESION LOAD OF THE STRUCTURE DMGN 2 3/4' OF SUPPORTING STRUCTURE SCALL MIN EDGE DOST BE THE SOLE RESPONSIBIUTY OF THE PROFESSIONAL OF RE FOR THE STRUCTURE d a. 4 3/6. SIMPSCN TITEN NO. 2-3/4' MN EMBED. IAN 6" BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4 -20.9/16 - TRACK BOLT ANO I/4-20 HEX N TRACK KRFGT CONCRETE MOUM`D4r MAIL sJK0 E E Q .945 'lrNo. 77 _ W z TAse OF Z: ORA w 1 kOIMTN. PE 4776 COuo ROAD 1w MOWR WPC 0=60 R PE 77145 rx IS 111a6 FROFESSOPUL ENGPTER'3 MAL PROVIDED ONLY FOR VflpRCaROM OF 074DLOAD COOFO ICT0M WIAIL£ REVISIONS 1 P17 UPDATED TITLE BLOCK ESC 6/15/17 i I MN 2 . 4 SPF (0.0.42) OR BETTER WALL STUD UM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RES'ONSGIUTY OF THE PROMSSIONAL OF RECORD FOR THE STRUCTURE 5/15' IAiCMK EW WITH 1-9/3((D N CENTER OF/A6OREACHLOCA7110H JANE 1 4- 2ACANO1/4-2 TRACK ONRFrr =ffl MQIMTINr DETAIL MAT 470 OG PER A - FACTFMFR SHEET 2 OF 2 ICHECKE01 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV. 324620 P16 A 1/2/2018 Florida Building Code Online AN lit SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall SCIS Site Map ( Links Sear• dbpra Product Approval USER: Public User t> Product Aporoval Menu > Product or Application Search > Application List > Application Detail FL # FL19715-R3 ti'••':: Application Type Revision i "'' .' Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 651) 264-4178 Nicholas. Kopp@andersencorp.com Authorized Signature Nicholas Kopp Nicholas.Kopp@andersencorp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 Jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2019 Validated By Locke Bowden o Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 I • 1 Sections from the Code hrips://floridabuilding.org/pr/pr app_dtl.aspx?param=vvGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d Year 2011 2008 2005 2012 2002 1994 1994 1994 1/2 1/2/2018 Florida Building Code Online N. Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/22/2017 Date Approved 08/08/2017 Date Revised 12/18/2017 e FL aY Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL19715 R3 II WD002 SS 2017-06-IS.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4875 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWD012 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4807 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 lI SWD010 SS 2017-06-14.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4805 SS 2017-06-14.udf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19715 R3 II SWDO11 SS 2017-06-14.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installations Instructions and Product Evaluation FL19715 R3 AE PER4806 SS 2017-06-14.Ddf Report for design pressure tables and limitations of use. Created by Independent Third Party: Yes Back `Next The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email add, if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wit supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 45S, F.S., please dick b=e_. Product Approval Accepts: MW3®ITR CM Credit Card Safe https://toridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 2/2 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. THE NUMBER OF INSTALLATION ANCHORS OEIKTEOIS TME MINNAVM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. INSTALL INOMOVAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tln INCH THE DEPICTED LOCATION i SPACING IN THE ANCHOR LAYOUT DETAILS 01. WITHOUT CONSIDERATION OF TOLERANCES(. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NO(T. SHIM AS REQUIRED AT EACH INSTAUATION ANCHOR WITH LOAD BEARING SHIM($). MARIMVM ALLOWABLE SHIM STACK TO BE 3/B INCII. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. $K%9$I SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 18 WO00 SCREWS OR 12 GAUGE ROOFING NAILS OR TOA COMMON NAILS OF3VFI TNT LENGTH TO ACHIEVE 1.1/2 INCH MINIMUM EMIKOMENT INTO WOOD SUBSTRATE INSTALLATION SHALE MAINTAIN MIN. 3/B' EDGE DISTANCE. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 46 SFIf-TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 N Nt IMI 19M BEYONO METAL WALL. INSTAUATON SMALL MAINTAIN MIN. )/w EDGE DISTANCE- THROUGH ISTANCETHROUGHFRAMEINSTALLATION: FOR INSTALLATION INTO WO00 FRAMING USE 410 WOOD SCREWS Of SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCH MINIMUM EMBEDMENT INTO WOOD $UBSTRATE THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CDNCPZMMIA$ONRY, USE 3/16 INCH DIAMETER RTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMALL MAINTAIN MIM. 13/4' EDGE DISTANCE. THR04JGM FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 430 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREAD$ PENEIRAIION BEYOND METAL WALL' MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER AND LDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST 6E MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING FOR HOLLOW BLOCK AND GROUT AUEO BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SMELL OF BLOCK INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, ANO ANCHORS SMALL NOT 6E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. INSTALLATION ANCHOR CAPAC TIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.5S. L CONCRETE -MINIMUM COMPRESSIVE STRENGTH CIF 3000 PSL C. GROUT -FILLED CMU- UNIT SM14TH CONFORMS TO ASTM G90WITN MINIMUM COMPRESSIVE STRENGTH OF 2000 PL AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF Woo I% 0. HOLLOW BLOCK CMV - UNIT STRENGTH CONFORMS TO ASTM C -SO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 M E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.6 MIL (0.0478' of M GAUGE). MIK IA"EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-75. MINIMUM WALL THICKNESS OF USG'. MIK 1/r EDGE DISTANCE SILVER LINEBUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PROGULT SHOWN MEREIN 6 DESIGNEO AND MANUFACTURED TO COMPLY WREATHE 6TH EDITION FLORIDA WILDING CODE VKL EXCLUDING MVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA IOIAS.Z/Ar1008/11 2. ADEQUACY OF ME EXISTING STRUCTURAL CONCAEFUMASORRY. ZX FRAMING, AND METAL FRAMING AS A MAIN VINO FORCE RESISTING SYSTEM wABLE OF WITHSTANDING AND TRANSFERRING APPUEO FOODVR LOADS TO THE FOUNDATION IS THE RESPONSINLRY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BVCO (WHEN V%O) SMALL BE DESIGNEO AND ANCHORED AS SPECIFIED HEREIK REFfRTO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS MR A SPECIFIC SRM IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC OOCUMENF$ FOR USE WITH THIS DOCUMENT IN MON41VHZ MEAS, IN HVMZ AREAS, 0>IE TIME PAOOUCT APPROVAL TO BE OBTAINED FROM MWAPOAM RER OR ANI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUORED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. C W NDOW FRAME MATERIAL PVC 7. IM ACCORDANCE WITH THE 6TH Eo1T10N FBC wOG0 COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR LULL BE OF A DURABLE SPICES AS DEFINED IN CHAPTER 23. B. GLASS MEETS THE REQUIREMENTS OF ASTM f UOD GLASS CHARTS. SEE SHEET 6 FOR GLAZING OETAKS, MAX OVERALL SIZE WIDTH HEI6HT TABLE OF CONTENTS SHEET REVISION SHEET OESCRIPTION 1 IIdSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 - ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SEMONS MAIL FIN) S VERTIC.LL 6 HORIZONTAL SECTIONS (TFOOUGH FRAME) 6 HORIZONTAL SECTIONS, B= INSTALLATION, 6 GLAZING OETAR MAX OVERALL SIZE WIDTH HEI6HT CONFIG. DESIGN PRESSURE - MISSILE IMPACTRATIN6 36' 64' 0/x 35 / -35 PSF NON EMPACT 38' 66' 0/x 50 / •50 PSF NON IMPACT 38' 74• O/x 50 / -50 PSF NON IMPACT 38• 7r O/x 35 / -35 5F NON IMPACT 44• 62' O/X 50 / -50 PSF NON IMPACT 46' 7r O/x 35 / -35 PSF NON IMPACT 4r N' O/x 20 / -20 PSF NON UPACT Ir 7r O/x 25 / -25 P5F NON IMPACT 36' 03.75* 0/X (ORIEL) 35 / •35 PSF NON IMPACT 48' 96' O/X (ORIEL) ZO / -20 PSF NON IMPACT 72' 6r O/X-O/X 33 / -35 PSF NON IMPACT 7r 64• O/X-0/x 35 / -35 PSF NON IMPAR 76' 6r O/x-0/x 50 / -50 SF NON IMPACT 76' 7r O/x-O/x 50 / .50 PGF NON LHPACT 76' 7r O/X-0/X 25 / -25 P5F HON IMPACT BO' 7A• O/x-0/X 35 / •33 PO NON IMPACT 96• 74• O/x-0/X 30 / -30 PSF NON IMPACT l0w 6r O/X-0/X-O/X 50 / -50 PSF NON IMPACT Toe' 72' O/X-0/X-0/x 50 / .50 PSF NON IMPACT 00' 84' O/X-O/X-0/X 25 / -25 PSF NON IMPAR 0410dy FIBnA by FIFIlIr4 F. M&WO. P.E. R4Yfp1: I4P141p10'41P IIIb APW11414 F#: FL19715OM201706.15 id'AIAIB114110 SilverLine Ib.,Mdersen g711 PE LIYIAGE O41Mi w.d 441MswIwL w tKHO N.lr.:l.Js-Iaao O IIf III1111\\\\` t1 ? lL " m10 z N _Z Z DWS U: SW0002 SHEET,. 1 OF 6 MAX FRAM HEIGHT 91 MAX FRAME WIDTH 43• ELEVATION SING11 NUN. W WOOW MAX FRAME WIDTH 90- e E 4 3 F 5 4 MAX FRAME HEIGHT 74 - 4)@s ELEVATION TWIN SINGLE NUN. WINDOW 0 QUALIFIED CONFIGURATIONS FRCN TOP OONRCURATIONS FW ALL 2!014!02 IIATNGS. SINGLE UNIT C01,111W AnONS QUALIFIED CONFIGURATIONS MCHT000NnGUlUT10N$FOItFv.25023301 PAn:G$, rWIN UNIT C0101GURATIONS FW NEI FLAX FRAN HEIGHT 91 MAX FRAME WIDTH 48 - ELEVATION SINGLE HUNG 011111 W W DOW s ELEVATION TIWU SINGLE HUNG W W DOW SilverLine 1 bArldenen bf S6YEYSI(ol n'i r.o TM YNNS\'IK w Clgt Z^ S s x atN W n O m Z O V) H z Lu o a map, T Iii x 4)@s ELEVATION TWIN SINGLE NUN. WINDOW 0 QUALIFIED CONFIGURATIONS FRCN TOP OONRCURATIONS FW ALL 2!014!02 IIATNGS. SINGLE UNIT C01,111W AnONS QUALIFIED CONFIGURATIONS MCHT000NnGUlUT10N$FOItFv.25023301 PAn:G$, rWIN UNIT C0101GURATIONS FW NEI FLAX FRAN HEIGHT 91 MAX FRAME WIDTH 48 - ELEVATION SINGLE HUNG 011111 W W DOW s ELEVATION TIWU SINGLE HUNG W W DOW SilverLine 1 bArldenen bf S6YEYSI(ol n'i r.o TM YNNS\'IK w Clgt Z^ S s x atN W n O m Z O V) H z Lu o a ZNZGO SW0002 1EET: 2 OF 6 Ir T x x ZNZGO SW0002 1EET: 2 OF 6 Ir 2' MAX. FROM CORNERS 11' MA) O.C. 11' MAX O.C. r MAX 4 1/r MAX CORNERS r I G.C. 4 v O.C. 2' ERSCORNERS roort.r..rvar.raw.s rMAX ywl.K.w w[.wuc.•oc FROM CORNERS ANCHOR LAYOUT NAIL RN -SINGLE HUNG WINDOW 20' MAX. O.G. L 6' MAX FROM CORNERS T_ ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 4 v2' MAX. O.C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WIN00W t' MAK FROM 6' MAX CORNERS O.C. 6' MA O.C. t` MAX FROM CORNERS 6' MAX FROM 12 3/4' MAX. CORNERS 1 O.C. i - 161/r MAX I I FROM CORNERS - CORNERS f— r--r- 2 MAX 07 i 20' MAX. O.G. L 6' MAX FROM CORNERS T_ ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 4 v2' MAX. O.C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WIN00W t' MAK FROM 6' MAX CORNERS O.C. 6' MA O.C. t` MAX FROM CORNERS 6' MAX FROM 12 3/4' MAX. CORNERS 1 O.C. i - 161/r MAX I I FROM CORNERS - CORNERS f— r--r- 2 MAX 07 O C w Intl.nloao 6' MAX O.C. 0 FROM coaNEas I 20' MAX. O.G. L 6' MAX FROM CORNERS T_ ANCHOR LAYOUT THROUGH FRAME • SINGLE HUNG WINDOW 4 v2' MAX. O.C. ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WIN00W t' MAK FROM 6' MAX CORNERS O.C. 6' MA O.C. t` MAX FROM CORNERS 6' MAX FROM 12 3/4' MAX. CORNERS 1 O.C. i - 161/r MAX I I I I L^-cseFL 16 yr MAX O C w Intl.nloao O.C. 0 L 2(is 6' MAX g, ppm ANCHOR 6' MAX. FROM CORNERS STRAP P/N 50-2995.2 FROM SEE SHEET 5 FOR OETAMS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW o o MAX O ANCHOR LAYOUT NAIL FIN - MIKE SINGLE HUNG WINDOW Ir MAX. O.C. STT2AP P/N 50.2995-2 SEE SHEET 5 FOR OETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW STT/FIIIII,LL`` 11 ' min mZ F O J V h Z0 U6 u: SW0002 IEET'. 3 OF 6 Silver Line L^-cseFL W_S-w w,a wovwe w Intl.nloao 0 I t ' P3I>z oc is 2(is Z g, ppmJrZ< 1 W m 'c i e o B o A 0 H o c m VIJ Z O O tjtj LU LU K o o STT/FIIIII,LL`` 11 ' min mZ F O J V h Z0 U6 u: SW0002 IEET'. 3 OF 6 CONCRETE/ MASONRY 1 1By /2' MinOTHERS EMBEDMENT Sll verf eCAULKBETWEENe CONCRETE/ MASONRY 6 2X • WO00 BUCK BY OTHERS ° •a , ' 2X WO00 BUCK BY OTHERS SEE SHEET 6FOR CONNECTION DETAILS 3/$'M1N v ••••• ac mv[aut euvc w•n ••urrraawo•or EDGE DIST. st8 WO00 SCREW INSTALLATION ANCHOR 3 J ao y z EXTERIOR BY O l'HERS V4- MAX MIN. 3/$' EDGE DISTANCE V` PERIMETER / SHIM SPACE SHIM SPACE d a MO aSEALANT / O.A.BY M1 Z 3 3f J OTHERS / UNIT SASH REINFORCING vo W j j vHEEXTERIORINTERIORSEESHEET6FORREQUIREMENTSA11]J. 3 THREA05 W x " W j' o m SEE GLAZING SEE GLAZING DETAIL SHEET 6 PENETRATION BEYOND METAL STRUCTURE W N F± p j & Lu m 0 Z W 40 Zv9 OETAIL SHEET 49 GR. 5 SELF•TAPPiNG' SCREW INSTALLATION ANCHOR d n vMETALSTUDBYOTHERS, SEE SHEET I INSTALLATION g VERTICAL SECTION NOTE,. a m j Q NERD • 2X W000 SUCKEXTERIOR FINISH ti) NAZI FINBY OTHERS WZ - SEE 61 AZM%6 EXTERIOR PERIMETER SEALANT Q DETAIL. SHEET 6 BY OTHERS O O.A. vV) + m EXTERIOR INTERIOR WIDTH a Zz UNIT LuW HEIGHT / 0 0 PERIMETER HORIZONTAL SECTION Lu ANSEALT BY OTHERS 1/4* MAX Q IAM$ • METAL STUD EXTERIOR FIMSH SHIM SPACE NAIL FIN BY OTHERS rie WOOD $CREW INSTALLATION ANCHOR •. 3/B' MIN. r o ; ` IL A..-.. jA X WOOD BUCK BY OTHERS EDGE DIST. F yg 4 SEE SHEET 6 FO ° P• CONNECTION DETAILS e J Z u>\ q d`• '' F s 17 CAULK BETWEEN CONCRETE/MASONRY i,,tiNCRETE/ MASONRY 6 2X I Lir MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT mZNm q VERTICAL SECTION p$.+ zS llnvZ Q SILL•2x WOOD BUCK DWG 0. NAIL FIN S W 000 2 MEET: 4 OF 6 910 WOOD A= RINSTALLATIONANCHO CONCRETE/ MASONRY BY OTHERS ' CAULK BETWEEN CONCRETE/MASONRY '.' BY OTHERS....... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT _ BY OTHERS / O.A. EXTERIOR UNIT HEIGHT SEE GLAZING J DETAIL, SHEET 6 3/4' MIN, EDGE DISTANCE 2X WOOD BUCK/STUO BY OTHERS 75"5' E SHEET 6 FOR v4• MA)L CONNECTION DETAILS SHIM SPACE a ' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 61aZING 1 v2• MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4• MAX SHIM SPACE - 1 INTERIOR VERTICAL SECTION S J HEAD -2X WOOD BUCK THROWN FRAME SEE 6LAM* DETAIL, SHEET 6 EXTERIOR FINISH EXTERIOR INTERIOR BY OTHERS a a ANCHOR STRAP, AT TWIN 6 PRECAST SIU, TRIPLE CONFI6.ONLY. SEE PLAN YIEW-ANCHOR STRAP UNIT P/N 50.2995.2)' DETAIL AT HEIGHT RIGHT FOR INSTALL REQ. 4,0000 PERIMETER SEALANTSBYOTHER yr MAX j SHIM SPA 1 I EXTERIOR FINISH oMIR BY OTHERS a a EMBEDMENT PRECAST SIU, a BY OTHERS 5) 1114 PANCAKE HEAD SCREWS FROM STRAP TO 3/16• ITW TAPCON 4,0000 e ' 2.0000 INSTALLATION ANCHOR a 0.500 0.0620 f 3/4' MINS EDGE DISTANCE p VERTICAL SECTION S SIU -CONCAETE/MASONRY THROUGH FUME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. V2' EDGE DISTANCE 1110 GA. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET IINSTALLATION NOTE 14 PE SEALANT EXTERIOR — BY OTHERS CE OA - UNIT WIDTH Q HORIZONTAL SECTION 5 JAMB- METAL TUBEMUO OR APPROVED MULUON THROUGH FRAME 5) 1114 PANCAKE HEAD SCREWS FROM STRAP TO 4.0000 4,0000 FRAME. HOLES PROVIDED 2.0000 2.0000TOACCOMODATE8014DIA. 0.500 0.0620 0. ) 3.0000(2)'T-6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONLRETE/MASONRY, USE (4) 3/16• ITW TAPCONS PER STRAP, MIN. 1.1/4• EMBEDMENT, MIIy 1-3/4• EDGE DISTANCE, B. FOR INSTALLATION TO METAL STUD, USE (4) 8010 SELF-ORILLING SCREWS, GR, 5, PER STRAP. MIN, 3 THREADS PENETRATION, MIN, 3/4' EDGE DISTANCE, C. FOR II45TALLATION TO WOOD, USE (4)1110 WOOD SCREWS PER STRAP, MIN, 1-1/2• EMBEDMENT, MIN 1' EDGE DISTANCE. SilverUne IwAndemn 9711 e•.ra••000• o4 a EIL" am Namw awlmwctm n.crul.dnoo Z^ 2 3 '< " "' I 0r L• W 40 h W V m w O nm2 I W M N W YTO ' r F O .o i 0 o v OwG tt: SW0002 SHEET. 5 OF 6 r INTERIOR I/NTERIOR SMALL'FRAME LAR6E'FRAME RENFORCING EXTERIOR REINFORCV* SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMEPTTS. VERTICAL SECTION HORIZONTAL SECTION MEETING Sim 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SiMRATIN65: 48 X 72, (O/X). DE5I6N PRESSURE •/- 35 PSF 36 X 84, (0/7), DESIGN PRESSURE •/- 35 PSF 38 X 74, (0/X), OESIGN PRESSURE •/- 50 P5F 38X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE./- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X•O/7), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-0/X•0/7), DESIGN PRESSURE •/-50 PSF J c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-0/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL- REINFORCING, IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF GLAZING DETAIL i NOTE: L LOCATION OF BUCK OR WENDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4' FROM CORNERS Silverl;ne NOTE: INTERIOR v` ZX WOOD BUCK OF SUFFICIENT bllVK6-4W CONFIGURATIONS SHALL COMPLY I 0 yWj WMIN. GLASS WITH SAFETYWITHSAFETY GIAZING REQUIREMENTS p u, BITE Vr g7llOUTLINEDINCURRENTFBCANDASTME1300 . t V4• MIN. Ij} f 1/8• SETTING BLOCK EMBEDMENT GLASS LOAD RESISTANCE, u j 1 V2• MIN. EDGE ac....•••• OK a4vlawCAM uo•TM .rca w awe DISTANCE r MIN. Eo6E GLAZING DETAIL i NOTE: L LOCATION OF BUCK OR WENDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4' FROM CORNERS Z yEXTERIOR / INTERIOR v` ZX WOOD BUCK OF SUFFICIENT I 0 yWj WMIN. GLASS x p u, BITE Vr BY OTHERS t V4• MIN. Ij} f 1/8• SETTING BLOCK EMBEDMENT u j 1 V2• MIN. EDGE GLAZING DETAIL i NOTE: LLOCATION OF BUCK OR WENDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.G. SPACING SPECIFIED 15 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR 4' FROM CORNERS Z y 16' MAX O.C. THEREAFTER h Gv,2v` ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT yWj W co cpm WINDOW FRAME. u, mozs W h= N BY OTHERS t V4• MIN. d EMBEDMENT 1 V2• MIN. EDGE DISTANCE r MIN. Eo6E DISTANCE CONCRETE/ MASONRY BY OTHERS 8VCK INSTALLATION DETAIL W{y > F•N Z Y 0 OWG +t: SW0002 SHEET: L OF L r 4Z y h Gv,2v` yWj W co cpmjr! w z u, mozs W h= N q Q d W{y > F•N Z Y 0 OWG +t: SW0002 SHEET: L OF L r e A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 4875 Wh Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — D (Engineering Evaluation) Windows Single Hung Series 2900/4900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 06/14/2017 Contents: Evaluation Report Pages I —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.06.14 21:54:09 -04'00' S F. p 7 o T T Hermes"PIJ Wo', P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 06/14/2017 Report No: 4875 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL q 73778) for Silver Line Building Products based on Method ld of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6`" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL 1# 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 6" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date. 06/14/2017 Certificate of Authorization: 29578 Report NO: 4875 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization #: QUA2515). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B9241.01-109-47 5/18/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 E9223.01-109-47 10/28/2016 2. Quality Assurance Window and Door Manufacturers Association FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD -61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 06/14/2017 Report No: 4875 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Business • Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I publications I FBC Staff I SCIS Site Map I Unks I Search I Florida r 0USER: Approval IUSER: Public User J Y-rwiti Product Approval Menu > Product or Application Search > Application Us t > Application Detail OF FL # FL13192-R5 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 RS COI RIO - Certificate of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eaury RI0-269211-17 ASTM C1186 eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products r FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.odf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.odf Impact Resistant: N/A FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.Ddf Design Pressure: N/A FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathing.Ddf Other: For use in HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.Ddf 0406.06 Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 RS AE ER RIO -2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing.Ddf FL13192 R5 AE NOA 17-0406.06.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathing.Ddf Design Pressure: N/A FL13192 R5 11 HardiePlank-Installation.Ddf Other: For use in HVHZ Install In accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.Ddf 0406.06 Verifled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.odf FL13192 RS AE ER RIO -2687-17 Plank Shinale to CMU.odf FL13192 RS AE ER RIO -2688-17 Plank WSP Sheathino.odf FL13192 R5 AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 11 ER RIO -2685-17 Shinale Wood Metal Approved for use outside HVHZ: Yes Frame.nd Impact Resistant: N/A FL13192 RS II HardieShingle-Installation.Ddf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.odf Created by Independent Third Party: Yes 13192.4 HardleShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 RS II ER RIO -2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.odf Design Pressure: N/A FL13192 R5 II HardieShingle-Installation.udf Other: Verlfled By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Frame.Ddf Metal FL13192 R5 AE ER RIO-2687-17 Pank Created by Independent Third Party: YesShinale to CMU.Ddf t 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R5 II ER RI04683-17 Plank Wood Metal Frame.Ddf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathina.Ddf Design Pressure: N/A FL13192 R5 11 NOA 17-0406.06.Ddf Other: For use In HVHZ Install in accordance with NOA 17- FL13192 R5 ]I Preva il-Lao-Sidina--Installation,odf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.udf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheath(na.Ddf FL13192 RS AE NOA 17-0406.06.Ddf Created by Independent Third Party: Yes Dock Next Contact Us :: 2601 Blair Stone Road. lbllahassee F1 32399 Phone: 850-487-1624 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. 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 communloUon 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 email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hare . Product Approval Accepts: e'il Credit Card Safe Florida Product Approval Prevail'" Lap Siding For use inside HVHZ: o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17-0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o Prevail Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO - 2687 -17, or RIO -2688-17. Consult the Prevail product installation instructions on the follow pages for all other installation requirements. PREVAIL South MULTIFAMILY SIDING PRODUCTS Lap Skiing INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010 SMOOTH 3 TEXTURED IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. STORAGE & HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Car tanks on1Carry edge. P 9 . Protect edges and comers from breakage. The manufacturer is notg responsible for damage caused by OUZO ling station so that wind will blow dust away from user and otheisin working area. 2 Use one of the diming methods: a• Best i. Score and snap it. Shears (manual, electric or pneumatic) b. Better: I. Dust reducing circular saw equipped wrOh a Hard'iebladensaw blade and HEEPPAvaaumextraction c. Good: L Dust reducing circular saw with a Hardleblade saw blade only use for low to moderateallIng) Ii. NDOORS using score and snap, a shears (manual, electric or pneumatic). 2. Positionadtirhgstation bwell-ventiledarea NEVER use a power saw Indoors NEVER use a circular saw blade Oral does not cavy the tlardieblade saw blade trademark NEVER dry sweep— Use wet suppression or HEPA Vacuum Important Note: For marinum protection Ong respiable dust production), the Manufacturer recommends always using •Best -laud cutting methods where feasilikimproper storage and handling of the NIOSH -approved respirators can be used'n conlundkn with above cuW precil to further reduce dust exposures. Additional exposure information Is evailable at www,prmllsiding.com to help you determine the most appropriate culWhg :: for you Job requirements. If concern still exists about exposure levels or you product. do not oDn* wrlh the above practices, you should &* consult a qualified Industrial hygienist or contact the Manufacturer for further information. SDMlim GENERAL REQUIREMENTS: Prevail'" lap siding can be installed over braced wood or steel studs spaced a maximum of 24' o.c. sheathing'. Irregularities in framing and sheathing can mirror through the finished application. Prevail*" lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulatiorlsheathing. A water -resistive barrier Is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. The manufacturer will assume no responsibility for water infiltration. Instep Prevail"' products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6' is required (fig. 3). Maintain a 1" - 2' clearance between Prevail'" products and roofs, decks, paths, steps and driveways (figs. 4,5 & 6). Maintain a 114' clearance between Prevail'"" products and horizontal flashing (fig. 7). Ensure gutters have end caps. Maintain a minimum V gap between end caps and siding Figure 1 Double Wall Single wall trim (fig.8). 9 Construction Construction Install kickout gashing at roof -wall junctions (fig. 9). water -resistive bander letwin bray Adjacent finished grade must slope away from the building In accordance with local Iywood or 24' o.c. max. building codes - typically a minimum of 6' In the first 10. 0 .'Wong Do not install Prevail'" products, such that they may remain in contact with standing water. Prevail'" lap siding must be installed on vertical wall applications only. DO NOT use stain on Prevail'" products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found In the Technical Bulletin 'Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardte.com. INSTALLATION: JOINT TREATMENT Required for Factory Built ColorAnlsh, Recommended for Primed product) It is not recommended to use caulk at field bull Joints. Figure 2 water-reslstive barrier jdnlllashing 3Vfromo 00 WlrksWII water-reslsuve pto • g border 1 0 planks in ° o M oderate contact ° 0 o°0 tarter strip to nt plank angle Install factory finished edges together at butt joints. \ leave appropriate gap between planks and him, then caulk•" As required by k)wl building code "'Apply caulk In accordance with caulk manufacturers written application instructions. WARNING: AVOID BREATHING SILICA DUST Prevail°1 products contain respirable crystalline silica, which Is known to the State of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational acunces. Brealhig excessive amounts d respirable sl6ce dust con also cause a disabling and polentialry fatal lung distase called slricosls and has been linked with cher diseases. Some stodles su8gest srn may increase Unese risks. Durom' hgg msta8atkn or handling: ((1) work k outdoor areas wIN amp), ventilation; (2) use fiber cement shears for culWg or, where not feasble, use a Hardieblade' saw blade and dust reducing arcuWr sew elladhed to a HEPA vacuum; (3 worm oUhe+s In the immediate area; (4) wear a properly fitted, NIOSH approved dust mask or resplretor 95) N accordance with applicable govemmenl regulations and manufacturer Inhstrudlons to further Ilmlt respirable silica exposures. During dearwp, use HEPA vacuums or wet cleanup methods •never dry sweep For further irdormalion, refer to our Insla101 n Instructions and Material Salary Date Sheet available at www.prevallsiding.com or bYcalling 1.877.2367526. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. PR1007-114 7110 Vann lapXg Maintain a 1/4" clearance between the bottom of Prevails' products and horizontal flashing. Do not caulk gap. Figure 7 sidng Do not 1/4' gap sidMcaulk gashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck r ledger 1'-2' Figure 9 KICKOUT FLASHING South CLEARANCES down a sloped roof, one of the most critical flashing details occurs where a roof intersects Install siding and trim products in Maintain a 1" - 2" Maintain a 1" - 2" clearance At the juncture of the roof and vertical compliance with local building code clearance between between PrevailT"' products surfaces, flashing and counterflashing requirements for clearance between the PrevailTM products and ' arid decl ing material. shall be installed per the roofing bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions. adjacent finished grade. Figure 3 driveways. Provide a 1" - 2" clearance between the swd filrtg roofing and the bottom edge of the Iba"nem— Figure 4 aiding se6arrker siding and trim. Flgure 6 Vann lapXg Maintain a 1/4" clearance between the bottom of Prevails' products and horizontal flashing. Do not caulk gap. Figure 7 sidng Do not 1/4' gap sidMcaulk gashing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 8 gutter and end cap FASTENER REQUIREMENTS" fascia deck r ledger 1'-2' Figure 9 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects 1 a sidewall. The roof must be flashed with uadk,or ewes membrane step flashing. Where the roof terminates, ron9 install a kickout to deflect water away from elp the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 9, Kickout Flashing= To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all PrevailTm lap siding products. Face nailing (fasteners exposed) should only be used where required for high wind areas and must not be used in conjunction with blind nailing. Consult applicable building code, product evaluations, or code compliance reports for correct fastener type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local building codes have specific jurisdiction. Consult James HardieTechnical Services if you are unsure of applicable compliance documentation. stud 24" ---- O.C. max. Figure 10 Figure 11 stud 24" FI 8 9 1 114' min. O.C. max. overlap water-reslsUve .. Minimum overlap fi" barrier o for Both Face c k r. and Blind Nailing 1 blind nail t k k 3141'-' o Ikk O t.q min. 1 1/4" face nail overapT r r rN water -resistive c water -resistive c barrier 11/4' min. barrier overlap' Laminate sheet to be removed immediately after installation of each course for Factory Built Color products. t The illustration (figure 9) and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jcordine.com. Also see General Fastening Requirements. P214 6110 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit ppremature corrosion. The manufacturer recommends the use of quality, hot -dipped galvanized nails. The manufacturer is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing Prevail'" products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING Prevail'" products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). South Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult the manufacturer's Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, Caulk il 9112 8114 0 25 20 17 16 15 14 13 13 9 add nail 50 40 33 32 do not under Do NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant DO NOT use stain on Prevail'"' products. complying with ASTM C920 Grade NS, Class 25 or Prevail'" products must be painted within 180 higher or a Latex Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must be applied in accordance 100% acrylic topcoats are recommended. with the caulking/sealant manufacturer's written Do not paint when wet. For application rates refer to instructions orASTM C1193.aint manufacturers specifications.Rack rolling is recommended if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the Factory Built Color technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new Prevail'" lap siding with Factory Built Color technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your Factory Built Color product dealer. Treat all other non -factory cut edges using the Factory Built Color technology edge coaters, available from your Factory Built Color product dealer. PAINTING PREVAIL'" SIDING AND TRIM PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY When repainting Factory Built Color products, the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oiValkyd base paints on Prevail'" products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING Number of 12' planks, does not include COVERAGE AREA LESS OPENINGS SQ 1 so =100 sq.fL) 1 GUIDE waste 5114 exposure) 4 Please call 877-236-7526, option 1 for local availability) PREVAIL' LAP SIDING WIDTH 6114 7114 7112 8 8114 9114 5 6 6114 6 314 7 8 9112 8114 12 10 314 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 56 7 175 140 117 112 104 too 88 88 65 8 200 160 133 128 1t9 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product. RECOGNITION: Prevail'" lap siding complies ASTM C1186 in so doing meets the Fiber -Cement Siding code requirements in the 2006 International Building Codee Section 1401.10,1405.15, and 1405.17.2; and the 2006 Intemational Residential Codea for One- and Two -Family Dwellings Table R703.4 and section R703.10.2. Consult James Hardie Technical Services for applicable product evaluations or code compliance reports. P314 7110 South 2010 JHTL. AD rights reserved. TM, SM, and ®denote Additional Installation Information, PREVAILtrademarksorregisteredtrademarksofJHn. Warranties, and Warnings are available at www.prevailsiding.com MULTIFAMILY SIDING PRODUCTS Pala 7110 1/2/2018 Florida Building Code Online i BCIS Home Log In I User Registration Hot Topics ! Submit Surcharge Stats & Fads Publications FBC Staff SCIS Site Map Unks i Sear• dbp r Product Approval 1:2--- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail I FL it FL12194-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 grahman@aluminumcoilsinc.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/Email Category Panel Walls Subcategory Soffits 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 the Zachary R. Priest 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 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits inal.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrwmooed2jQ%3d%3d 1/2 1/2/2018 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12194.1 Florida Building Code Online 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions FL12194 R6 11 ALC15001.3 2017 FBC Evaluation ReDort 04 T Soffits final.odf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 Soffits final.odf Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licen! under Chapter 455, F.S., please dick here . Product Approval Accepts: E' Credit Card Safe https://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwlDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu%2bwcrWmooed2jQ%3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6'" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 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, 1709.10 Properties: Wind Resistance REFERENCES Ea& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 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 61G20-3. ALC 15001.3 FL12194-R6 Paqe 1 of 3 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC 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. 16" 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. ZZZ 11zzz11zzz1Z ZZ ZZ 16- FULL VENT 16'CENTER VENT 16' SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit Panels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 int/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. J 1111111 PptY R. p G. . .Rid ' Q.•',\GEN:* •S''. No 74021 yt • , i4 STATE OF : 1 T • A, P •: S . C O R t•O , G `• CERTIFICATION OF INDEPENDENCE 2017.09.01 W5-10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company 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. APPENDICES 1) APPENDIX A — Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 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 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 1404.5.1. 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 are as follows: a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 ALC 15001.3 FL12194-R6 Page 1 of 8 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 d. 16" Q4 Soffit — 8 -inch o.c. Fastener Location IF Fastener Fastener Location 11l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16,14 Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J4 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 MOP No. Width psf) 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 long x. 0072 -inch dia. x min. 3/16- 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. o.c. spaced 36 -inch o.c. 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 min. 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. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 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 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width pso Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/ inch crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 53.3 12 -inch spaced max. 8 -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) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min 3/16- 153.3 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 16 -inch Wood 1,25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Flonda 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 A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 23.5 16F-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced 0.072 -inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 143.3 spaced 16 -inch o.c. 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 pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment 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 Wow crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 spaced 24 -inch o.c. nail spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 4 of 8 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 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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 staple spaced Three (3) 18 ga.t/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min . 2 25- Wood leg spaced 8- staple spa finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75 -inch inch O.C. 3/16-inch head spaced spaced 16 -inch o.c. shank nailchinchail x 0.072 -inch diameter12-inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 801 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3116 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No 2 SYP 12 -inch 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 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 5 of 8 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 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0 072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. a801-60 roofing nail spaced 1) 7d x 2.25- inch o c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity 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 pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 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 A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16 min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on ether side diameter finishing of the batten at nail with min. 3/16 - each batteNrafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or a. Y.- One (1) 18 g1anchoredtoga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min 153.3 inch x 7d ringmin. pattern spaced 16- 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 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 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 Min. 3/8" head dia. nail with min. IW" engagemenc(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagemenc(ior concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F -3\—"F" CHANNEL Wood, concrete or Block t, FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. l—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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 Ur scrVem` 1 SOFFIT STAPLE 3/4- x 1/4- OPEN RAFTER L DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND 1 vs KTv00MI PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' x 1/4' CROWNJTRIMMLFACIA 8' BOARD 11-3/4- STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED CAP WITH THE O CFASCW NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFFIT -max• 12 -inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VV SOFFIT STAPLE GIST DIAMOND11 PATTERN 1 1 DETAIL FAca BOARD > rr i ST SAPI[ / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTEO S.S. screwed to soffit With one (I #8 X PAINTED S.S.8' FASCIA CAP 1/2' x 3/8' head O.C. diameter screw, 3/4' X 1/4- 16, O.C. CROWN STAPLE SOFFIT—max. 12 -inch span SOFFIT W000 OR 8LOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 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 System No. Installation Detail 1 t' (RIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD I/ 61 S/r I -ft 16F-1 SOFFIT & FASCIA 16F-5 OETAIL FASCIA CAP: REFER TO SOFFIT t FASCIA OETATL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 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 System No. I Installation Detail 16F-3 Min. 3/8" head dia. nail with min. ly." engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block wall FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC 15001.3 FL12194-R6 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 Lj 1 ` SOFFIT STAPLE 3/4• x 1/4• OPEN RAFTER DIAMOND PATTERN 1 ; D ETAI LLW CROWN STAPLES USING A OIAISD KTVEENA PATTERN FACIA BOARD BOARD FASCIA CAP 16F-4 e• 3/4• X 1/4• CROWNJ5.S. FACIA BOARD 1 STAPLE ON CENTER 1-3/4• TRIM NAIL P F• CHANNEL CAN BE PAINTED S.S. 48• FASCUI CAPINSTALLEDWITHTHEO.C. NAILING FIANCE UP OR3/4• X 1/4• DOWN CROWN STAPLE SOFFIT- max . 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 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 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 1 t' TRIM RAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1-.4- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'q' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND 16F-2 8 PATTERN, REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN \ DETAIL / FASCIA CAP; / \ TO SOFFIT L FASCIA F' CHANNEL--,-" HANNEL DETAIL SOFFIT: MAX. 16' SPAN W000 / SUBSTRATE SOFFIT STAPLE OIAMONO PATTERN ALC15001.3 FL12194-R6 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj n `, SOFFIT STAPLE Dlsr L DIAMOND PATTERN I I DETAIL FACIA BOARD yr wrvm i STARES / 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3:::8 L 3/4' x 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16 -inch span SOf'FTT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 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 I t' TRIM NATE FASCIA BOARD PAINTED S.S. J[ I - STAPLES - CROWN ,—FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO 1-4, CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 t' TRW NAIL FASCIA BOARD PAINTEO S.S. SOFFIT &FASCIA 24F-1 8 DETAIL 24F-4 1'' CROWN STAPE1"4* FASCIA CAP; REFER o TO SOFFIT & FASCIA \ OErA1L Nominal M 2' I I I 3 9,1BattenAnchoredtoSOFFIT; MAX. 2P I I 1F•CNANNEE Rafters vilA onee Id Ring Shank Nail at NOOO SUBSTRATE every Railer \ SOFFIT STAPLE OIAMONO PATTERN ALC 15001.3 FL12194-R6 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. ALC 15001.3 Installation Detail 1 t- TRIM NAIL FASCIA OOARO PAINTED S.S. 1-,' SMOOTH SNANN FASCIA CAP ROOF NAILS SOFFIT I'et- CROWN STAPLE 1 i' TRIM NAIL FASCIA BOARO PAINTEO S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'cf- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OETA0. Nominat 1'ar SYP Batten Anchored to SOFFIT; MAX. 24' MHANNEL Rafter rith one Td Ring Shank Had at every Rafter M000 SUBSTRATE - UBSTRATE ALC15001.3 FL12194-R6 Page 10 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 I I• TRIM NAR. FASCIA BOARD PAINTED S.S. ILGA i- T -NAILS IFASCIA CAP SOfF1TI CROWN $TAPLE 1 t• TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 8 DETAIL 24F-6 I•.l CROWN STAPLE fASCIA CAP; REFER TO SOFFIT L FASCIA OETA0. Nominal I•Y STP F -CHANNEL Batten Anchored to SOFFIT; MAX. 29,• Rafters with one 1d Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 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 It• TRIM NA0. FASCIA BOARD PAINTED S.S. rsCROWN FASCIA CAP STAPLESS SOFFIT USIMD A OIAMONO PATTERN; REFER TO r4* CROWN STAPLE SOFFIT STAPLE RATILEVEREO AfTER DIAMOND PATTERN OETA0. FASCIA BOARD SOFFIT b FASCIA 1 f" taw MAIL PAINTED S.S. DETAIL 24J-1 & 1"s' CROWN STAPLE 24J-2 FASCIA CAP; REFER 101011`11 1 FASCIA DETAIL 8^ Mon*ud t•s rSVP Wltena scabbed en To etl SOFFIT; MAX. 24' 3/9 HANNEI secured with one (l) m I L shank nalI o0a4ht-nadetl through the toner into the end WOOD SUBSTRATE of the batten or two (2) 7tl I ring stunk nods toe-nadetl on ether side of iM tuttem at the catteNrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 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 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 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-ft2 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,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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 Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 Page 2 of 4 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. Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Basic Wind Speed mph) HeR hotfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 468 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 -338 -37.9 42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 41.2 1 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 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 -395 44.9 -50.7 -56.8 -63.3 70.1 Enclosed 4 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 23.5 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 23.5 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 ALC 15001.3 FL12194-R6 Page 2 of 4 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 C ALC15001.3 FL12194-R6 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed (mph) He hotfft 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 435 487 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 -39.1 -44.5 -50.2 1 -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 Loads) 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 -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 -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 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 29.9 337 37.8 42.1 46.7 60 174 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 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 ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Basic Wind Speed m h HeR htfft120 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 -459 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -478 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -493 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 501 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 -78.1 -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 17.3 203 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 18.8 221 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 20.2 237 27.5 31.6 35.9 40.5 454 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 4 1 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 49.1 544 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.3 FL12194-R6 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 318" F -Channel 3/8" 318" J -Channel 3/4" 1/8" HEM T7 3/4" 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/e' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 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 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 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 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D o s - TVP o 1a m 18' BLANK 3 / 8 PROFILE S IMP" o ooaa aao 00000 aaoo oaooa aaoa ALC 15001.3 FL12194-R6 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 31/8" 1 7/8" 1 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/1" 1/2" x 3/4" 1/8" Eve. 3/8" 13.75" BLANK 3/8" PROFILE 0 svm 0 xs r0 0.12rro 00000 aaoo aaaoa aoo aaooa ooaa ENO OF REPORT ALC 15001.3 FL12194-R6 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 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, 1709.10 Properties: Wind Resistance REFERENCES Eq!L Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 HAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 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. ALC 15001.3 FL12194-R6 Paoe 1 of 3 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings 318" 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. 16" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inZ/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 int/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.3 FL12194-R6 Page 2 of 3 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 D: :CC= STATE OF : 1 T'•.A, P.. . 0 F1 CERTIFICATION OF INDEPENDENCE 2017.09.01 10:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company 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. APPENDICES 1) APPENDIX A—Approved Systems (8 pages) 2) APPENDIX B— Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 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 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 1404.5.1. 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 are as follows: a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location 1 + II b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16 -inch o.c. Fastener Fastener Location Location 11 1 ALC15001.3 FL12194-R6 Page 1 of 8 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 d. 16" 04 Soffit — 8 -inch o.c. Fastener Location IF Fastener Fastener Location 1,l ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F4 Approved Systems for 12 -inch Overhang with F -Channel 12J4 Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J4 Approved Systems for 16 -inch Overhang with J -Channel 24F-# A roved Systems for 24 -inch Overhang with F -Channel 24J4 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 pso 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 long x. 0072 -inch dia. x min. 3/16 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c 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 12F-2 Max. 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. 0.072 -inch dia. x min. 1/4 -inch head dia. trip nail spaced 48- 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. 5/8 -inch long T nail Wood crown staple spaced o c. 0.072 -inch dia. x min. 1/4 -inch 48 16 -inch spaced 8 -inch o.c. nel l apandsecuringeachpanell head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 Page 2 of 8 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 A Approved Systems for 12 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width No. Width psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/ crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. pinch spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x 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. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 153.3 12 inch spaced max. 8 -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) min. 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 153.3 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 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. trip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 614320-3. 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 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 1617-5 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 43.3 16 -inch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced 31.4 lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min 1.75 -inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072 -inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood Anelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16 -inch o.c. 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 pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia. x 23.5 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 nail spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 4 of 8 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 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso 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 staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8 - finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1l4 - One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter f80/ 24F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x t -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch 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 0.072 -inch diameter X80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0 072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 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 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8 finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 6 of 8 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 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 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 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12 -inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. '%- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ringin pattern spaced 16 min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. '/.- anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min. 153.3 inch x 7d ring pattern spaced 16- min 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75 lap 16 -inch o.c. 24 -inch o.c. nailed on either side inch x 0.072 -inch of the batten at diameter finishing each batten/rafter nail with min. 3/16 - intersection. Max. inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/8" head dia. nail with min. 1W* engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail wLth in. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL wood. concrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FI -12194-R6 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 n, ` SOFFIT STAPLE 3/4' x 1/4' OPEN RAFTER DIAMOND PATTERN DETAILCROWNSTAPLESI USING A DIAMOND V KTVCOIr sTAPUS i PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4' X 1/4' CROWN 8' FACIA BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFR- max. 12 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER VVKrWV04 SOFFIT STAPLE DIST I DIAMOND I DETAIL PATTERN FACIA BOARD sir 8frwMN i sr.rucs i 3/4' X 1/4' CROWN STAPLE -24- 24' ON CENTER USING A DIAMOND PATTERN0 1 N FASCIA CAP 12J-1 3/4' X 1/4' CROWN 8' 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed to soffit with 0ne(1) N8 x PAINED S.S. 48' FASCIA CAP 1/2' x 3/81 head diameter screw, O.C. 3/4' X 1/4' 16• o.c. CROWN STAPLE SOFFTr—max. 12 -inch span OPER WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC 15001.3 FL12194-R6 Page 3 of 12 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 System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED 3.5. FASCIA CAP SOFFIT 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD 11 SA Snr 1-N61 16F-1 SOFFIT & FASCIA 16F-5 OETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FL12194-R6 Page 4 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 Min. 3/8" head dia nail with min. 1!;" engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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 Lj 0UVED' c, ` SOFFIT STAPLE 3/4• x 1/a• OPEN RAFTER DIAMOND PATTERN DETAILLAWNSTAPLES USING A DIAMOND r K7`'I ST.w.ES 1 PATTERN FACIA BOARD FASCIA CAP 16F-4 6 3/4' X 1/4' CROWN a' FACIA 8OAR0 1-3/4• TRIM NAILTSTAPLEONCENTER 1-3/4• TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' % 1/4' DOWN CROWN STAPLE SOFFIT- max. 16 - inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA 0 ETAI L ALC 15001.3 FL12194-R6 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 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 1 I' TRIM NAIL 111111 BOARD PAINTED S.S SOFFIT—] FASCIA CAP SOFFIT I's}• CROWN STAPLE OPEN RAFTER FASCIABOARO 1'4- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16F-2 8 PATTERN, REFER TO DETAIL SOFFIT STAPLE _ 16F-6 DIAMOND PATTERN / DETAIL OS CAP; REFER T / \ i0 SOFFIT i FASCIA DETAIL F' CHANNEL 3,81SOFFIT: MAX. 16' WOOD SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 3 FL12194-R6 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 specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIi PAINTED S.S. 48' O.C. SOFFIT -max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix B i Kr.VM `, SOFFIT STAPLE DIAMOND PATTERN DETAIL I I FACIA BOARD yr crwrM i ST*^CS ASCIA CAP 3/4- x 1/4- CROWN 1-J/1- TRIM NAILSTAPLE -8. ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- x 1/4 - CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'.1' CROWN FASCIA (AP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1'e!' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRW NAR FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 8 24F-4 1'rI' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT B FASCIA \ DETAIL NSTP Batten Anchored to SOFFIT; MAX. IL' I 1F-CMANNEI Rafterslfers withifh one 10 IRingShankNailat M000 SUBSTRATE ererT Rafter % SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 9 of 12 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 8 System No. Installation Detail 1 t' TRIM NAI( FASCIA e0ARO PAW1E0 S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOfFIi I'e!' CROWN STAPLE 1 t' TRW NAI( FASCIA BOARO PAWTEO S.S. SOFFIT & FASCIA 24F-2 & OETAIL 24F-5 1'e4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAR. Nominal r r SYP eat Ien Anchored to SOFFIT; MAX. TL' f -CHANNEL Rafters with one Td Ring Shank Nail at every Rafter WOOD SUBSTRATE ALC15001.3 FL12194-R6 Page 10 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 1 I' TRIM NAD, FASCIA BOARD PAINTED S.S. 146A T -NAILS FASCIA CAP SOFFITI I'1t' CROWN STAPLE I I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 8 DETAIL 24F-6 I'et' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1-12' SYP F -CHANNEL Batten Anchored to SOFFIT; MAX. 24' Rallers with one Td Ring Shank Nail at every Rafter MASONRY ALC 15001.3 FL12194-R6 Page 11 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 1 f' TRIM MAO. FASCIA BOARD PAINTED S.S. 1's4' CROWN- ROXN FASCIA CAP STAPLES SOFFIT U51:1G A DIAMOND PATTERN: REFER TO CANTILEVEREO 1'4- CROWN STAPLE SOFfIT STAPLE RAFTER DIAMOND PATTERN OETAP. FASCIA BOARD SOFFIT & FASCIA 1 raw MAP. PAINTED S.S. DETAIL 24J-1 & 1'4' CROWN STAPLE 24J-2 FASCIA CAP: REFER TO SOFFIT t FASCIA t4o.1inal DETAIL 8 \ 1' it SVP ns L. scabbed between rafter$ and SOFFIT; MAX. 24' 1 -CHANNEL o To ringsecuredwaitone (1) 7tl mp I I Shank naU Sbalpht-need thmu0h the rafter Into the end 1 X000 SUBSTRATE of Ina batten at two (2) 7d rap shank nab taanaded an elder side of the batten at the batlemafte Intersection SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 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 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 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-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vut is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 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 Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Flonda 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 C ALC 15001.3 FL12194-R6 Page 2 of 4 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. Design Wind Pressures for Soffits in Exposure B BTyp- g•` Zone :. Mean Basic Wind Speed (mph)- Ro""of < - 120 - ' 130' 150.. 160. :170. _ 180 190 Height ft 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 -28.6 -32.5 -36.7 1 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 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 -328 -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 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 147 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 26.3 295 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 23.5 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 ALC 15001.3 FL12194-R6 Page 2 of 4 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 C ALC 15001.3 FL12194-R6 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. Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Basic Wind Speed :mph) HeR htfft 120 130 140 150 160 170 180 190 200 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 -321 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 -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 Loads) 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 -436 49.6 -56.0 -62.8 -700 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -363 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 -44.1 -506 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 45.7 -52.5 1 -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 40.2 445 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 174 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 32.6 36.3 40.3 30 151 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 ALC 15001.3 FL12194-R6 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 ALUMINUM COILS, INC Soffits Appendix C ALC 15001.3 FL12194-R6 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. Design Wind Pressures for Soffits in Exposure D Building Type Zone an Basic Wind Speed :mph) h°tfft120 130 140 150 160 170 180 190PHe 200 Enclosed 4 0 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 1 -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 1 -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 -362 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 -78.1 -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 1 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 60 202 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 19.6 23.0 267 30.6 34.8 39.3 44.1 1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC 15001.3 FL12194-R6 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 318" F -Channel 3/8" 318" J -Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/e' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 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 5 3/4" 7/8" 1/8" HEM r 1/4" T 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 15001.3 FL12194-R6 Page 2 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 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 025, ryV 0125 ryn 18' BLANK 3 / a PROFILE 2.1rso" a 000a oao ooaoa oaoo oaaaa 0000 ALC 15001.3 FL12194-R6 Page 3 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 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 31/8" 7/8" 31/8" 7/8" 31/8" S/16" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.1 TV IMF o Sr rvv 0 2s ry 0129 ryp T7 o oaao aao 00000 aao oaaao 0000 ENO OF REPORT ALC 15001.3 FL12194-R6 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. F 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics ! Submit Surcharge Stats a Facts Publications I FBC Staff SCIS Site Map Unks I Sear. dArida - rProduct Approval4USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D. Harper@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard ASTM D3161 ASTM D3462 ASTM D7158 Product Approval Method Method 1 Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%2OCode%200nline.html Year 2016 2010 2011 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa of Products rk]`{i"ilMM'0b.'tilit t$ilPtw lW,&i r5444.1 d, N b r o Na a sc pti CertainTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.pdf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.odf Created by Independent Third Party: Yes IBacki Nert, The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcerr. under Chapter 455, F.S., please dick here . Product Approval Accepts: a isM;- Credit Card Safe file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 3532.09.05-1113 FL5444-RIZ Date of Issuance: 09/22/2005 Revision 13:09/05/2017 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 6"t Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: 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 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. TrinityJERD 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) ERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/05/2017. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 I 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. N QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6t" Edition (2017) Florida Building Code and 61h Edition 2017) 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 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: iaiibf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 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 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 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 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) 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 TFWZ.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 (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAutharizatfan #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SB47 Revision 13:09/05/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XTI 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia"", Belmont®, Belmont® IR, Carriage House Shangle•, Grand Manor ShangleO, Landmark"", Landmark"" IR, Landmark"" Pro, Landmark' Premium, Landmark"" TL, Landmark'" 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 Shake"" IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate"" 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 Ridge"', Cedar Crest"", 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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 within FBC HVHZ jurisdictions. 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 Vasd = 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 Vud =150 mph (V,,,t =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 (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidentiol5oloris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V„h = 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 F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CerNjfcote of Authorirotion N9S03 6EDITION 12017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITYJERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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. 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. 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" 305 nm) x(305 nm) (305 mm) 25 mm) Sealantlant 1"(25 mm)-ry 5 5/6" (145 mm) 5 r/z"pyo l*W& METRIC 1311¢" 131/@^ 131/8' 1"(25MM) Sealant 1"(25RM) -y T Figure 113. Usefour nailsfbr ew7full sbingk STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4536 Type II Is suggested. I - Rooling Cement Apply 1"(25 rrrn) spots of asphalt roofing Cement under each bb corner. Figure 11.4: Usefoar nails and sir spols ofospdnp cauml on slap slopes CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridae for CT20m, XTI 25, XTI 30, XTI 301R: Cut Shingles 25 rtmjrl1 -1 1— 2" (so n").. -Remove,- 1 , 11 tl — 1/ -- V _ -- tl _ 12 Cap Cap Cap 305 mm) Shingle Shingle Shingle 1 Figure 11.24: Cut labs, Then trim back to make cop sbingles 6ngltsb dimensions sboum). 5' 12" (305 mm)—` g 125 mm) l` 12 dos Noc+r Figure 11-25: lnstaUation of -ps along The Gips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthoriradon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every hill shine a located as shown below. 1'(25 M) 1' (25 inn) w figure 2.• Use sir nailsfor ereq fidt mingle. UTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below Apply asphalt roofing cement 1"(25 mm) from Mtge of shingle. Asphalt roofing cement meeting ASTM D 4596 111)e II is suggested. Hip & Ridee for ArcadiaTM: Cedar Crest'", Cedar Crest' IR t'man) t'Q5ano nu Fignrc 3: Use six units and jour s/xds (if eiqp1mill ronfrrrg cenrerrl oar sleep slo/n.s. 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® NP1 " 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 % 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. Exterior Research and Design, LLC. Certificate of Authorization #9503 Hand -sealing adhesive 4" 1/4" 3/4" I.0— 1" Dab of asphalt cement between shingle layers 1" 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 5 of 12 V 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Adddiwal ioib if requiied. NTINITY I ERD 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. 1 1Q' (39 ioW or less tamed 516' (I6 mn) Wk `' r P ION 04 FARM 11011PAR. ROMPRo041041i0I IIIt o Adddiwal ioib if requiied. NTINITY I ERD 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. 1 1Q' (39 ioW or less tamed 516' (I6 mn) Wk `' r P I ON a0, 11011PAR. 1' l3 mNj Hoofing Ceaeti Hip & Ridge for Belmont* or Belmont* IR: Option 1: For Belmont*, refer to instructions herein for Cedar CrestTM or Cedar CrestTM IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CrestTM IR hip and ridge shingles. Option 2: For Belmont*: Shangle* Ridge Figure 17-18: Sbangle* Ridge. 18• Exposure Remove tape from the right side g• and fasten SECOND Fasten the left side 85/8 RIGHT FIRST LEFT Figure 17-I9. Installation ojSbangle® Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic* NP11" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3S32.09.0S-R13 Cerdffcote olAuthorirotion 119503 6EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 QOTFuNITYIERD 6.7 C•_ARRIAGE HOUSE.SHANGLE® ANp GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use fife nails for every full Shangle. L'-(25mm) I (ntmm) F- 5/81' 5/8•' B SIB 18 mm)O (mm) figure 17-1- use file nails for erry fuU Grand Atenor Sbangk, Canlage Huttse Sbangle. or Centennial Slate. Ilse seven nails and three spurs of asphalt roofing cement for every full Grand Manor Shangte. Ilse fie nails and three spots of asphalt roofing cement for every full Gvriage Iloose Shangle and Centennial Sime. Apply asphalt roofing cement I' (25 mm) from edge of shingle figure 17.5)• Asphalt roofing cement meeting ASMI D458611pe II is suggested. I" j= —(25nm T— s/a•• t8mm111 38 mm) or less J k') I F(eare 17.5. Wbrn fnslaffing Grand Manor Sbangks on sleep slopes. use sewn nods and tbreespots ofespball rimfing cement. 6.7.1 Hsi & Ridee for Carrialte House Shanele• and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4' 12" F--(305 mm) --I—(375 mm) —(305 mm)- aew.e..nrre.o aewr•wrw L IL-1"(25mm) Release Tape I"(25mm) NailableT- Area LANDMARK Tl NorthGate: 13W' 13" 13'/2•' 1—(343 mm) T 330 mm)—I—(343 mm)- 1"(25mm) -I M-- rA m rA/ fignm 1,1d: Use four nils for erre-fill sbinyr- WIDE NNU'tG1r 14314' it AREA I+- (305 mm) (375 mm) (305 mm) Kellog Urtlits y — T (25 m) fi nal In.. r 425 mm) olW" U les Naing alas for law and standard ttbpes (tom 2:12 b 21:12) Nal between upper 6 bier Imes as Ow" above. Exterior Research and Design, I.I.C. Certificate o/Authoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 23:09/05/2017 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 ASTA1 D45861)'pe II. Apply I' spots of asphalt roofing cement undo each corner and at about 12" to 13' in from each edge. METRIC DIMENSIONS 12'— 305 mm) I'- 1"(25 mm) Nail Area For Steep 25 mm) ---- 143/4 17'-. 375 mm) (305 mm) mwmm a.r.r tease Tape lino Cement LANDMARK TL 1" 25 m QOTRINITYIERD Figure 13-5: Use sir nags and four spots of I" aspball roofing cement on sleep slopes 25 mm, NorthGate: STEEP 12' 14-3/4" 12' SLOPE 1—(305 mm)— — (375 mmj— 1 --(305 IT NAILING betweeg micsAREA} -- 1(25 mm) ;weC 1 1'(25 mm, Nailing areas for steep slopes (greater than 21:12) and "StonrMailing" Nail between lower 2 nail lines as shown above. 6.8.1 HiD & Ridee for Landmark'". LandmarkTM IR. Landmarkm Pro. LandmarkTM Premium, LandmarkTM TL Landmark' Solaris, Landmark"" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/14' 305mm) 415/16' 225 -0}m -m) m)415ryg 6 (125mm) I (125mm) 150mm) (150mm) Notch for Notch for Centering Centering 17 \ 131/4' nm) Notches for Alignmerdto 7 ( 337mm) Notches forAlignmentto 5 ir the Top Edge of the Previous (180rnm) the Top Edge o1 the Previous (196mm) Cap for 5' (125mm) Exposure Captor 55N (141mm) Exposure 1 L English Dimension Metric Dimension Shadow Ridge' Shadow Ridge' 1.. mm) Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate ofAuthorizatlon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2027 Page 8 of 12 1P 6.8.1.2 6.8.1.3 13 1/4' 337 mm) 9 27/32' I+--( 250 nm) 415nW 025 mm Cerlenn'g Notch Nign arse / notches to top edge 01 previous cmise NorthGate Ridge UTRINITYIERD 12' m5mm) I Laying Notch I I I I I II I Figure 13-20. Use laying nolcbss to center sbingles on Ups and ridges, and to locale lbv ovnecl exposure For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certifleate o/Authoriratlon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444-R12 Revision 13:09/05/2017 Page 9 of 1Z 13 1/8" 333 mm)— 6 5/8 -I L-6 5/8--b- 168 mm) 168 mm T Centeringi. 7 5/IC 104 mm) 131/4 Notch 337 mm , , I hese 7 8• 1 notchesnotches of top ( mm) edge of previous course. NorthGate Accessory 12' m5mm) I Laying Notch I I I I I II I Figure 13-20. Use laying nolcbss to center sbingles on Ups and ridges, and to locale lbv ovnecl exposure For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certifleate o/Authoriratlon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-1113 FL5444-R12 Revision 13:09/05/2017 Page 9 of 1Z 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 40' Guide Unes (1016 mm) 5 1/4' — 133 mm) • • 141/4' 1 ll2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.• Fastening Fhasidenhal and Prasldwlial TL Shote shingles on low and standard shpn TRINITYJERD STEEP SLOPE: For sleep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphall roofing cement under each shingle tab. After applying 5 nails in between the nailing guide fines, apply 4 nails 1' above lab cutouts malting certain labs of overlying shingle cover nails. V diameltr asphalt looting cement Figure 16-7.• Fasta7ing ftwidentkd and Flasklentlal T/L $babe sbingle s on sheep *P- 6.9.1 Hip & Ridge for Presidential Shake', Presidential ShakeTM IR, Presidential Shake TV". Presidential Solarism: 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 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPI'' 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 LOW, STANDARD AND STEEP SLOPE: mm) (730 mm) I 40 m, 1 1 I Rooling Cement I I I I Figrur 13.1: Int/enita fhnmu Sblrglles on Vrep Clop" For steep slopes. ase the nails and tight spas of asphalt roofing Figure 15-J.- F4slming 11411 ins Sbingles on cement for each full I Interns shingle as shown above. Appy I' Lott, 4nd.tilnnsford.9op" Minot) diameter spnts of mo8n6 cement (Asrm n 4586 7 Pe II For lore and semdanl slopes, use fire nails for each full suBBrsted) tinder inch tab corner. Press shlitee into place, do not Ilaueras shingle as spoon above, tapose cement. CAUTION: loo much roofing centenl can cause shingles to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CerNJlcote oJAuthorirodon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras rya; Figure 15-14: 18lbreepece units separate to make 54 RatterasAcmzory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles V TRINITY I ERD 9,. 230 mm) I I I I IFa I I g 118" ( 460 mm)- goti I--- 18" r p3 _Mrs 5 d 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle 2 Figure 15-20.- Cut Hatteras sbingles to make cow cap. Figure 15-21: tnstallatton o% caps along Gips and rfdgu 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP311w" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'"', HIGHLAND SLATE"''IR: { LOW AND STANDARD SLOPE STEEP SLOPE r r r— r Use PIPE nalls and EIGHT spots of asphalt roofing cement for each full Highland Slate shingle. For Muni -Dade, SIX nails are required. Apply I' diameter .gats of asphalt roofing cement under each tab es mm) 94-, L comer. Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. Mbm•Dddarpudas SIX nak (too noib 1n$Wbd Z CWdW tmaulasown). Figure 11.3: Use RYE nai/s forevery Higbdmut State sbtngla r F7o..J wo.ry a>oM mo..o j r ,• mr.a mmm) MdmiDra rp r ,•QSmmI aidran) Sa(nY(hent b.abd on, orb, eamsro.o) -- RoofY,aCemeM Figure Ib.it Use i1t'E rags and eigbi spots of aspbd l roofing cernent under eacb tab comer. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridae for Highland Slate'". Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate olAuthori:otion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle locilal ;Lc shown below. Sealant 1• (15 aa -r 56mn) m9r) 0911) (MM71) TRINITYJERD STEEP SLOPE Ilse FOCN naiLe and four spots of asphall roofing cement I'or every full shingle as shown below. AsphAl roofing raneol ineeling AtiT,%I D45M TW II is sugg'cud. Apply 1'(25 nun) slmis of acpludl roofing CC,nenl :s shown. CAUTION: fxcrosiae use of roofing cemeot Can cause shingles to blister. T B001100eemml- immmi 0-0 6.12.1 Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow Ridge'", NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's 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 61620-3 QA 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 3532.09.05-R13 Certificate o/Authoriration #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 12 of 12 3 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Fads ' Publications dHoridaVWbpr Product Approval USER: Public User Product or Aoolicatlon Search > Application Ust > Application Detail FL # FL5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harner mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Category Roofing Subcategory Asphalt Shingles 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 the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D file:///C:/Users/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 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 sen electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds 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 wis supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licen: under Chapter 455, F.S., please dick here . Product Approval Accepts: 99® file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization +x9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-1112 Date of Issuance: 09/22/2005 Revision 13:09/05/2017 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 6"t Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: 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 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. TrinityJERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The facsimile seal appearing was authorized by Roben Nieminen, P.E. on 09/05/20]7. This does not some as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 I ERD 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. UTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and a Edition 2017) 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 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: iaiitf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 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 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 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 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.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 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1113 Certificate ofAuthori:ation #9503 6T" EDITION (2017) FSC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 2 of 12 VTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT'" 25, XT'" 30 and XT"' 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont° IR, Carriage House Shangle*, Grand Manor Shangle®, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark"' 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 Shake"' IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate"' 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 Ridge'", Cedar Crest'", 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. S. 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 within FBC HVHZ jurisdictions. 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.,d = 150 mph (Vint = 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 PL® 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 (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Soloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,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 F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 3 of 12 INNTINITYIERD 6. 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 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 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. 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 12" 305 mm) (305 mm) (305 mm) I+ 1" (25 mm) Sealant_. 1"(25 mm) 1 5 5/6" (145 mm) 5 r/i'pb mood METRIC 131/6" 131/6" — 131/6" 1"(25 mm) Sealant 1" (25 nm) Figure 11-3: Usefour nails)8r etv7 fid! sbingla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4596 Type II Is suggested. I - Rooling Cement Apply 1" (25 mm) spots of asphalt roofing cement under each lab corner. Figure 11.4: Usefour nils rind scr spots ofaspbolt armment on sleep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridee for CT201, XTI 25, XTI 30, XTI 301R: Cut Shingles I -1 r- 2" (50 mm) Remove, 25 mm)I t Mhbia" gi, f-- _ t 2Cp305mm} Shingle Figure 11.14: Chit tabs, lbm Mm back to make cap sbingles BngUsb dimensions sbvum). i 5.12.. (305 125 mm) — `% S mint 0-vM Figure 11-15.- Installation of caps along the Gips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization x9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below t' (25 mm) 1125 mm) Nal Lire NO Nal Lin , Figure 2: Vse six nails for ereq frill shingle. QOTRINITYIERD Use SIX nails and FOUR acts of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting NMI D 4586 1 1)e II is suggested. figura 3: Uxe six nails nod four s1wds rf aspball roof ng cement on seep ala1,w,.. Hip & Ridee for ArcadiaTM: Cedar CrestTM, 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• NP1` 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 % 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" 1/4" 3/4" (r 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certif7cate oJAuthorlrotion #9503 6v" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. atm I l•Itsam) SM, (16 mrd II o Additional rails il required. TRINITYJERD 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. I. (25 nary) Rooting ceae d 6.6.1 Hip & Ridle for Belmont* or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle® Ridge Figure 17-18.• SbanRle• Ridge. 18' Exposure Remove tape from the right side t ; 8• and fasten r" 1 SECOND Fasten they f left side 85/8 RIGHT FIRST LEFT Figure 17-19: Installation ofSbangleO Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPi"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.L.C. Evaluation Report 3S32.09.05 -R13 Certificate o/Authoriration #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 6 of 12 TRINITYJERD 6.7 IECARR'R-10-7HOUSUSHANGL ®GR A MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails mid three spots of asphalt roofing cement for every Use rive nails for every full Shangle. full Grand .Manor Shangle. Ilse five nails and three spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial Nate. Apply asphah roofing cement I' (Z5 min) from edge of shingle Figure l7.5). Asphalt roofing cement Intrying NTN D4586 Thpe II t" 1" is suggested. 1'(25 mm) PerrelIno t tn•• 5/6" 85jT' 38 mm) 16 mm) (220mm) 1•• oilme _t. 25 mm) I (25 mm) J= Figure 17-a• Use fire nalb for ereryfull Grand Ala norSbangir. 5/8' SSW re rtage House Sbangle. or Centennial Slate. t6 mmll i (220—) 25 mm) Reolinp Cement Figure 17-5: Wben lnstai7ing Grand ManorSbangles on steep.dnpes. use seren nails and tbme spots ofaspbolt roofing revient 6.7.1 Hip & Ridae for Carriage House Shanale® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12- 1--(305 mm) -(375 mm)—I—(305 mm) rw,Nv...r...s rs.rrc.anr L 1 -1"(25 mm) Rele a Tape 1" (25 mm)- Nailabler Area LANDMARK TL NorthGate: 13V 13" 13th" x-(343 mm)—l--(330 mm)—I—(343 mm)-- I-1"(25 mm) 1" (25 mm) -I Figure 7,1.4: lisefoirr rails forr+rp•frdl sbirgle VIDE NNLM 12' 14 YV it AREA I+ (3D5 mm) 375 mm) 305 mm) -{ Naling Um@s 1'(25 mm) PerrelIno 1'(25am) ower ne4Ire Nein# wogs for loon and standard elope (hmn 2:1210 21:12) Nal between upper & bwei Ines as slxmT above. Exterior Research and Design, I.I.C. Certificate oJAuthorirotion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R12 Revision 13:09/05/2017 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 WXI D4586 type 11. Apply I- spots of asphalt roofing cement unde each corner and :n about 12" to 13" in from each edge. METRIC DIMENSIONS 12'— 305 mm) 1—l"(25morn) Nail Aim 1 For Steep 25 mm) ---- 143/4" »-17'—+ 375 mm) (305 mm) yar.ionrn 1"(25 mm) ---J aloaceTane I STEEP 12' SLOPE 1- -(305 n NAILING AREA I I TRINITY I ERD LANDMARK TL r( 13'/2" 13" 13'/i' 343 mm) (330 mm) (343 mm) 1 "(25 mm) 1 "(25 mm)-ftj I I NorthGate: 14-3/4" Z( - 1'(25 mm) Figure 13-5. Use six naffs andfour spots of aspbaU toofmgCen—s on steep slopes 12' 305 mm) - 1"(25 mm) --- Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'. Landmark' IR, LandnlarkTM Pro, Landmark^' Premium, Landmark' TL, Landmark' Solaris, LandmarkTM Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' I 97/5' 305mm) (250mm) 6' 6' 415/16' 415/18 150mm)r(150-m) ( 125mm) (125mm) Notch for Notch for Centering Centering 17 \131/4' n') Notches for Alignmentto ( 337mm) Notches forANnmem to the Top Edge of the Previous (180mm) the Top Edge o1 the Previous (196mm) Cap for 5' (125mm) Exposure Captor559(141mm) Exposure English Dimension Metric Dimension Shadow Ridge"' Shadow RidgeTM Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Ri3 Certificate oJAuthorkotion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27132' 259 mm) 41576' (125 mrr) Centering Notch 13 1/4' / 337 mm) \ awn these / notches to top edge of previous course NorthGate Ridge TRINITYJERD 2 3p5mm) I Laying Notch I 5- (1 I I Figure 13.10.• Use laying notcbes to center sbingles on blpis and ridges, and to bwfe the mrwi exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CernJkote ofAuthorirotion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 9 of 12 13 118" 333 mm)— 6 54- -4-6 5/8– 168 mm)II 168 mm 1 T I Centering 7 518' 194 mm) 31/4' Notch — 337 m) Align these 7 518' notches to topiedgeof ( 19; mm) previous course. NorthGate Accessory 2 3p5mm) I Laying Notch I 5- (1 I I Figure 13.10.• Use laying notcbes to center sbingles on blpis and ridges, and to bwfe the mrwi exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 CernJkote ofAuthorirotion #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 9 of 12 QOTRINITYIERD 6.9 PRESIDENTIAL SHAKE'"', PRESIDENTIAL SHAKE`"' IR, PRESIDENTIAL SHAKE TL'", PRESIDENTIAL $OlAR15'":wo LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use Ore nails for each full Presidential For sleep slopes, use nine nails for each full Presidential slningle and shingle as shown below. apply 1' diameter spots of asphalt rooting cement under each shingle tab. After applying 5 nails in between the nailing guide Imes, apply 4 nails 1' Nailing 40' above tab cutouts making certain tabs of overlying shingle cover nails, Guide Lines (1016 mm) 5114 133 slpss) t tl2' 38 mm) 141/4' 362 mm) NOTE: Apply nails on painted guideline. Figure 16-6.• FOskning Nesldenllol and N•asldarlkd TL Sbake 1' diamotei asphalt looting cement sbfngles on loin and slmidard sbpac Figure 16.7.• Aulaning Prtxidenuaf and Plesidenllal ML Shake sbingles on skip slopes. 6.9.1 Hip & Ridze for Presidential Shake'". Presidential Shake'" IR, Presidential Shake TM Presidential Solaris'"' 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 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NPI'"" adhesive or Henkel "PLO 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 LOW, STANDARD AND STEEP SLOPE: Figure ISd.- raslenhtg lla/lerat Sbiogles on loll, and Slaadard.Vopes For low and slandant,lopes, use fne nails for each full Ilaucris shingle a.W, slunvn abort. Fill 13• A Fastening aaarror Sb Awns oo Vrcp.Vopes For steep slop", w (be n.dls and eight spas of asphah rooting ceMMI for cath fug Ilauerss shingle as shown abose. Mph• I' 15mm) diameter .pas of roofing cement (A%TM D 4586 type 11 suggested) under rarh lob corom Press shingle Into placr, do na eaposc COMO, CAIMON: Too much roofing cetoent can cause shingles to blister Exterior Research and Design, I.A.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorkation #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 10 of 12 TRINITYJERD 6.10.1 Hip & Ridae for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18lbree piece units separate to make 54 Hatteras Accessory sbinglea. 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I 8'18" (460 m) 1---I--- 18" (203 mm) 460 mm) Cap Cap Cap Cap 3• Shingle Shingle Shingle Shingle `2aomml Ftgure 15-20.• Cut Hatteras sbingles to make coyer cap. Figure 15-21: Installation of caps along bips and ridRn 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPI"'" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Figure 11.3: Use FRW natls foreasy Higblmid $Wo sbingla STEEP SLOPE: Use FIVE nalls and EIGHT spots of asphall roofing cement` for each full Highland Slate shingle. For Mian l•Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. o..p o9, r ,• Rsrrd os sx arKDpr rpur t'p5mm) a 0 em) SIX rryptp»rY _ , , 4rpW ppr t r4r Good ndo i RooMgCOMM Figure tr•.ik Use ME not/s and ergbl spou ojaspball rwfing r en ml ander eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridae for Hiahland Slate"'. Hiahland Slate"' IR: Refer to instructions herein for Cedar Crest"', Cedar Crest"' IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certlllcate o/Authorlratlon #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S3-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use- FOUR nails for every full shingle locoed as sho%vn helow. sealant 61 - 1' 125 MM) m}»- 156 mm) r 13116' 13-tl6' 15-116 Mar.) (M0111 (10 no TRINITYJERD STEEP SLOPE Use FOUR nails and four spout of asphall nx76ng cement for even' full shingle ac shown below. Asph:dl nw ing ternent meeting AZNI D4586 111)e II is suggeslecl. Apply 1'(25 nnn) spots of aspkdt roofing celoc'tn :u Shown. CAUTION: Excessive use of roofing cement can cause shingles to hlisicr. 1 16567t/6H' II 1 _ ras,r(F—' O T_ l I~Eg1 j— 4 1— 13mm6 -H 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar CrestT", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's 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 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-11113 Cadfleate ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats 6 Facts Product ApprovaldbprUSER: Public User Product or Anolication Search > Application List > Application Detail FL # F1.5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark.d.hamer@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610)651-5847 Mark. D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D file:///C:/Users/E Rappold/Desktop/2017%20PRODUCT%20APPROVAUFlorida%20Building%2OCode%200nline. html 1/2 1/2/2018 Florida Building Code Online Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summa of Productst;+ai •f=t,ctl: sl'1 i, r5444 b r o Na a sc pti CertainTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Verified By: Robert Nieminen, PE PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes Back 0 Ne:t' The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wls supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a Ilcen: under Chapter 455, F.S., please dick here . Product Approval Accepts: Fa M Credit Card Safe file:///C:Nsers/ERappold/Desktop/2017%20PRODUCT%20APPROVAL/Florida%20Building%20Code%200nline.html 2/2 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 3532.09.05-1113 FL5444-1112 Date of Issuance: 09/22/2005 Revision 13:09/05/2017 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 6u' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: 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 IERD 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: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/05/2017. This does not serve as an electronlally signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 I 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 SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6h Edition (2017) Florida Building Code and 6th Edition 2017) 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 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: iftiitlf Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 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 OSNK07049 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 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 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 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 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 TFWZ.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 (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1413 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 2 of 12 VTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT"' 25, XT"' 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia"', Belmont*, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark', Landmark"' IR, Landmark"' Pro, Landmark'" Premium, Landmark"' TL, Landmark"' 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 Shake"' IR, Presidential Shake TL'" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras"', Highland Slate"' 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 Ridge"', Cedar Crest"', 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. S. 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 within FBC HVHZ jurisdictions. 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.,d = 150 mph (V„n = 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 Vwd =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 (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Soloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V„n = 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 F.A.C. Rule 61G20- 3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 NTINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 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. 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. 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. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" x+(305 mm) (305 mm) -(305 mm) t1" (25 mm) Sealant 1"(25 mm)-( i 1 1 5 s/s" (145 mm) 5 r/'' P !rood METRIC 131/e" 13116" 131/6" 1"(25mm) 1"(25mm) Sealant 61/8" T Figure 113. Usefour nailsfor evMfulf sbin#a STEEP SLOPE Use four nails and six spots of asphalt rooting cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I 14oling nil I Apply 1"(25 mm) spots of asphalt roofing cement under each bb corner. Ftguro 11.4• Use jour nalls and six spots ofaspball cmnml on s4o slopac CAUrfON: Excessive use of roofing cement can cause shingles to blister. Hip & Ridse for CT20m, XT' 25, XTI 30, XTI 30 IR: Cut Shingles 251mmjrl IMSh igle 2"(50mm)Remover . 12CapCap305mm) ShingleShingle 1 Figure 11.24: Oil labs, lben Mm back to make cap sbin& 6ngUsb dimensions sbomn). 305mm)'' Eases b S o l`b 12 dot Noc'+o Figure 11-25: instaUalion of -ps along The Gips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T "' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. 1'(25 mm) t' (25 mm) thil L'rr IhB Nall lira Figure 2: Usesix nails for er•eq f ill sbingle. NTINITY I ERD STEEP SLOPE UK SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below: Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting A.Ml D 4586 lhpe 11 is suggested. 6.5.1 Hip & Ridae for Arcadia": Cedar CrestTM, Cedar Crest" IR t'05mW t'nSmn)-- Figure 3. Uve sk nails and four seals rf asphall ronfrn# cement on sleep .,Iolva 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 "PL® 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 % 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 1/4" 4" 3/4" Ir 1" Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certiftate ofAuthorization #9503 67N EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 0 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Addiliuml rails if required. V TRINITY I ERD 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. 1 142' 08 FM a Ins Wr (16 M) ic 1' (?5 rmd Rooting kaeN 6.6.1 Hip & Ridge for Belmont* or Belmont* IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest" or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CrestTM IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle• Ridge Figure 17-1& Sbangle* Ridge. rSthe;. 13• Exposure Remove tape from the right side tg•and fasten ECOND FZj RIGHT FIRST LEFT Figure 17-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPI—" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Cerdficote olAuthoricotion #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 RON%1010A 01010010*1100080 S' Prop 1' (?5 rmd Rooting kaeN 6.6.1 Hip & Ridge for Belmont* or Belmont* IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest" or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar CrestTM IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle• Ridge Figure 17-1& Sbangle* Ridge. rSthe;. 13• Exposure Remove tape from the right side tg•and fasten ECOND FZj RIGHT FIRST LEFT Figure 17-19: Installation ojSbangle® Ridge sbingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPI—" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Cerdficote olAuthoricotion #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 TRINITYJERD LOW AND STEEP SLOPE STANDARD SLOPE Use men nails and thnx spots of asphalt roofing cement for every Use live nails for every full $bangle. full Grand Manor Mingle, Use fie nails and three spots of asphalt roofing cement for every full C-vriage Ilouse Shingle and CLmemnial Slate. Apply asphalt roofing cement 1' (25 mm) from tdge of shingb- figure 17.5). Asphalt roofing cement mewing ASTM D458611pe If 1" t" Is suggested. L [--(25 mm) (25 mm) F— —T Sa' 856, ( 16mm) (220 mm) J- L -4L.- figure 17-4• l/se fire nalLt for ererr• juU Grand Alanor$bangle• 5 56B" Carr!age!louse$bangle. or Centennial Stole (16mm)l t(220mm) figura 17-5. li'bra inslaffing Grand Manor Sbanglrs on sleep sloprs, ute seren nails and rbrre spots ofaspball roofing erment 6.7.1 Hip & Ridge for Carriage House Shanale® and Grand Manor Shanale: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4' 12" x-(305 mm) -.I—(375 mm)—I--(305 mm)-{ sw.r...a,.s. I— 1" (25 mm) Release Tape 1" (25 mm) -yl 11n.. Nailabler Area LANDMARK TL NorthGate: 13'M' 13" 13'/t" x-(343 mm)—l--(330 mm)—l—(343 mm) --j I-1"(25 mm) 1"(25mm) --I r4 m rA figum 1,1.4: Use fora nails for prep• frill sbin#r- WIDE Kwia 12- 14 314' 12' AREA I (305 mm) (375 mm) (305 mm) Naing Limiks 1' 125 mm) Upw-) IM 1- (25 mm) w ower nod Ire MEMO 71 Nang seas for law and standard slopes (tom 2:12 In 21:12) Nal between upper d lower Ores as Omit above. Exterior Research and Design, I.I.C. Certificate ofAuthoriration #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13:09/05/2017 Page 7 of 12 STEEP SLOPE Use sir: nails and four spots or asphalt roofing cement for every full laminmed shingle. See belo%v. Asphalt roofing cement should meet A%'rJt D4586 1)1)e 11. Apply I' spots of asphalt roofing cement unde each corner and at about I t' to 13' in front each edge. METRI( DIMENSIONS 305 mm) I'— 1'.(25 mm) Nail Area For 9t71"T 25 mm) 143/4'12" 315 mm) (305 mm) tease =Tape 1 (2 Cement STEEP SLOPE NAILING w I.. 25 mm; TRINITYJERD LANDMARK Tl r( 13'/2" 13" 343 mm) (330 mm) (343 mm) 1"(25 mm) 1.0 mm) --1 I I Figure 13-5. Use six naffs andfour spots of aspbdi roofing cement on steep slopes NorthGate: 12" 14-3/4" 12" Nailing areas for steep slopes (greater than 21:12) and "Storm4ailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Rid¢e for LandmarkTM, Landmarkv" IR, Landmarkv" Pro, Landmark' Premium, Landmark"' TL, LandmarkTM Solaris. Landmarkr" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/i!' 305mm) (250mm) 6 ' 415/16 415/16 150mm)r(1501m—m) 125mm) (125mm) FNotchfor Not for Centering Centering 12' . . 13114' tem) cichestorAlignmemio (337mm) Notches for 5 . the Top Edge of the Previous 7 the Top Edge of the Previous 7 Caplor5'(125mm)Mposure ( m) Cap1or551ff'(14lmm)Ixposure ji m) English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge'" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 8 of 12 927W 250 mm) 415nF (125 mm) Cer tertntg Notch 13 1/4' 337 rnm) \ Align these / notches 10 top edge of previous Weise NorthGate Ridge TRINITYJERD f Laying Notch I I W.11 I Figure 13-10. Use laying nolcdes to center sbingles on hips and ridges, and to locate The correct arposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest^', Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authoriratlon#9503 6T" EDITION (2017) FSC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 22 13 1/8" 333 mm)— 168 mm Centering 7 5/8 131/4 Notch 194 MM) 337 mm) /-#,fachethese75/8' notches to top (194 mm) I edge of previous course. NorthGate Accessory f Laying Notch I I W.11 I Figure 13-10. Use laying nolcdes to center sbingles on hips and ridges, and to locate The correct arposum 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest^', Cedar CrestTM IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R33 Certificate of Authoriratlon#9503 6T" EDITION (2017) FSC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 22 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each full Presidential shingle as shown below. Nailing 40' Guide Lines (1016 mm) s 114' — 133 rnm) 141/4' 1 1/2 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16.6.• Fastening Preside" AW and Presidential rL Sbake sbingles on loo and standard sopac Q0TP-uN1TYjERD STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide Wes, apply 4 nags I above lab cutouts maldng certain tabs of overlying shingle coyer nalls 1' diameter asphalt rooling cement Figure 16.7: Fasiming Praldenlud and Pmidential T/L $bake sbingles on $toep dopes. 6.9.1 Hip & Ridte for Presidential ShakeTM, Presidential Shake' IR, Presidential Shake TM Presidential Solaris'": 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 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic• NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'm, Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STEEP SLOPE: rigrwe I5•3. rostelling /I011cros Sbbrglea o" Low and Slandard.11oped For bee and shmdanl $lopes, use Gee nails for cinch fug Ila terns shingle v shown aldose. mm) - mm) rigrur IS• 1. rrrnntirg noanrudblOL's on "Moprs For steep $topes, use the nails and eight spm$ of asphah mofiog cement for each lug I Nueras shingle as shown above. Mph 1* Munn) diameter spas of moOng cemem (A%TM U 4566 Type II suggested) under eacb tab corner, Press shingle into place; do not expose cement. CAUTION: loo much roofing cement can nurse shingles to blister. Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS-R13 Certificate of Authortration #9S03 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13-.09/OS/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras^': 6.10.1.1 Option 1: Accessory for Hatteras 2 UTRINITYIERD Figure 15-14: 18 three piece [mils separate to make 54 Hatteras Accessory sbing(e4 6.10.1.2 Option 2: Cut Hatteras Shingles 9„ 230 mm) I I I Ea e g 18^ {460 mm)' roti 460 mm) ( 203 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle ` e`2qmml Figure 15-20.' Cut Hatteras sbingles to make coder cap, Figure 15-21: Installation of caps along bips and ridRes. 6.10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: Mlem•De 6,60hs SX no ("e n6b Irmottd am eras Figure 11.3: Use F7V6nallsforeauy nigblmut stalo sbingla STEEP SLOPE: Use FIVE nails and F.IGFIT spots of asphalt roofing cement' for each full Highland Slate shingle. For hilaral-Dade, SIX nails are required. Apply I' diameter spots of asphalt roofing cement under each tab comer. Atphall roofing cement meeting ASTM D4586 Type II is suggested. D..o pi..o wo.ti o j eammt ex.r„t—.I fX Mrri.Dtl rpurr ,• RSmmI a 7 mn) SUtrd lhamb r n . InbMO o,r ybr 1 elm o Yran1 RoaM9 Camni Figure II ;;4 Use nla nags and eigbi spots of arobill roofing cemenI underemcb fab comer. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 HSI & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorisation #9S03 6'" EDITION 12017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 1610) 651-5847 Revision 23:09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for eery full shingle lorded x; shown below. SranUm 6.116~E YSmn) 1 1 1•,zsa:>~ 156w) m1- 4 (Mall + Iam) QOTRINITYIERD STEEP SLOPE U,c FOUR nail+ and four spms of asphalt nw6ng cemeni for evm full shbigle as shown below. Acph:di roofing concia nxtiping ASr,%i D4586 lhpc II is suggcsad. Apply 1'(15 nun) slxus of aspludl nwGng conenI a, shown. CAU710\: FAcescive use of roofing cemcni can cause shingle io blicier. 1.— ------ a(9 i•1»s,h^ p56m4 I •_ q : T nooaloy tcmcm I—c l 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 manufacturer's 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 61G20-3 QA 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 3532.09.05-R13 Certificate ofAuthorizotion #9503 6r" EDITION 12017) FBC NON-HVHZ EVALUATION FLS444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 12 of 12 1/2/2018 Florida Building Code Online SCIS Home I Log In I User Registration I Hot Topics dr Product Approval 1\./11 P USER: Public User Product or Application Search > Application List > Application Detail FL 4 FL12328-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417)624-6644 Ext 2305 kerri_eden@tamko.com SCIS Site Map I Unks I Sear, 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 the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 Equivalence of Product Standards Certified By Sections from the Code https:IA~.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXCmdDgtF2AezualjgOiAramDGm5ebt5wRW28J8d8c6lCFKFGNQ%3d%3d 1/3 1/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Products Florida Building Code Online Method 1 Option D 10/05/2017 10/19/2017 10/20/2017 12/12/2017 FL it IModel, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBG Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes 12328.4 Moisture Guard A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.5 1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ: Yes Underlavments final.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.pdf Created by Independent Third Party: Yes https:lhvww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtF2AezualgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNO%3d%3d 2/3 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417)624-6644 hfp,//www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE, C EDITION (2017) Issued October 19, 2017 TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKOV ASTM Tile Underlayment TAMKOV Master Smooth TAMKO® Moisture Guard® TAMKOV No. 15 ASTM Asphalt Saturated Organic Felt TAMKO® No. 15 UL Asphalt Saturated Organic Felt TAMKOV No. 30 ASTM Asphalt Saturated Organic Felt TAMKOV No. 30 UL Asphalt Saturated Organic Felt ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with granules. ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is saturated with asphalt. TAMKO® TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO® TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOO TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8° gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Underlayment and TAMKOO TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKO® Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKO® ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOV TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slats Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOV ASTM Tile Underlayment N N N N N Y TAMKOO Master Smooth Y' N N N N N TAMKO® Moisture Guard® Y N N N N N TAMKOO No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKOO No. 15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO® No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlayment TAMKO® TW Underlayment Y Y N N N N TAMKOV TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 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. 0 CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product 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. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES iam Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (fST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. IR A i9 No 74021 0. STATE OF 4 O R t O .: Nom,: CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company 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. END OF REPORT TBP14001A FL12328-R8 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 Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: Quality Assurance: SCOPE TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 hftp://www.tamko.com UL LLC (QUA9625) Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKOV Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO® Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard® with a mineral surfacing and a removable release film on the adhesive side and removable selvedge release tape. TAMKO® No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO® No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKOV TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side. TAMKO®TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed In accordance with FBC requirements. Roof decks shall have no more than 1/8" gap at abutting joints. The minimum application temperature shall be 50°F except as follows: a) The minimum application temperature of TAMKO® TW Metal and Tile Underlayment and TAMKO® TW Underlayment shall be 40°F. b) The minimum application temperature of TAMKOO Moisture Guard® shall be 35°F. The minimum roof slope shall be in accordance with FBC requirements except as follows: a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12. Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 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. Metal Roof Mineral Wood Asphalt Panels and Surfaced Roll Shingles and Slate Clay and Underlayment Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMKOO ASTM Slate Y' N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile Underlayment N N N N N Y TAMKO® Master Smooth Y' N N N N N TAMKOO Moisture Guard® Y N N N N N TAMKO® No. 15 ASTM Asphalt Saturated Organic Y Y Y Y2 N N Felt TAMKO® No. 1S UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKO® No. 30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKO(& No. 30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKO® TW Metal and Tile Y Y N N N Y Underlayment TAMKOO TW Underlayment Y Y N N N N TAMKOO TAM -FELT Y N N N N N Notes: 1) Open valley applications per 1507.2.9.2 2) Wood shingles only TBP14001.4 FL12328-R8 Page 2 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 TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not within scope of this evaluation. 3) Installation of the evaluated product 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. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. REFERENCES 92iLty Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP -192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -214-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (TST6049) TAP -215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP-217-02-01REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -219-02-01 ASTM D 226 2009 PRI Construction Materials Technologies (TST6049) TAP -220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies (TST6049) TAP -222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies (fST6049) TAP -245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies (TST6049) TAP -311-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -319-02-01.1 ACC 188 2012 PRI Construction Materials Technologies (TST6049) TAP -387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST6049) TAP -388-02-01 ASTM D 1970 2015a UL LLC (TST9628) 13CA12269 ASTM D 226 2009 TBP14001.4 FL12328-R8 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 COMPLIANCE STATEMENT TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tsJ1 1 i Y R 1,Q,.,.G E NSF. S''• No 74021 • yt = ir_ O:. TATE OF .:Q T A,P: O R % O, ; CERTIFICATION OF INDEPENDENCE 2017.10.19 12:15:58 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company 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. END OF REPORT TBP14001.4 FL12328-R8 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. 1/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff I SCIS Site Map I Unks I Sean Product ApprovaldbprUSER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL ft FL3792-R10 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501)982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501)982-6511 Ext 6163 acarter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) Year 1995 1 I 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 t new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 11/08/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXOwtDgsFgPhXouzzgPGbeVd!kEkuTrizAU6DFsUcmbpCG3RoA%3d%3d 1/3 1/2/2018 Florida Building Code Online Date Validated 11/08/2017 Date Pending FBC Approval Date Approved 11/12/2017 Summary of Products FL it Model, Number or Name Description 3792.1 1135 Roof Louver Aluminum Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be 3792.2 1730 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.4 1770 Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable buiding code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 3792.5 1770D Roof Louver Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL3792 R10 C CAC Lomanco 135-2000 - NOA 16051025.Ddf Quality Assurance Contract Expiration Date 08/17/2021 Installation Instructions FL3792 RIO II Lomanco 135-2000 - NOA 16051025.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.od1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Certification Agency Certificate FL3792 RIO C CAC Lomanco 700 Series - NOA 16051028.Dd1 Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 160S1028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 R10 C CAC Lomanco 700 Series - NOA 16051028.odf Quality Assurance Contract Expiration Date 08/16/2021 Installation Instructions FL3792 RIO II Lomanco 700 Series - NOA 16051028.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE Lomanco 700 Series - NOA 16051028.Ddf Created by Independent Third Party: Yes Aluminum Roof Louver Certification Agency Certificate FL3792 RIO C CAC NOA 15-0709.09.Ddf Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RIO II NOA 15-0709.09.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 RIO AE NOA 15-0709.09.odf Created by Independent Third Party: Yes E -1-1 I I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsFgPhXouzz9PGbeVdikEkuTri2AU6DFsUcmbpCG3RoA%3d%3d 2/3 MIAME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. AYA— NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL CateQory• Roofing Sub-Catep-orv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 16-0510.28 MIAMIFDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name Date Center for Applied Engineering MDC -98&99 TAS 100(A) 03/16/95 PRI Construction Materials LOM -013-02-01 TAS 100(A) 05/21/07 Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 MIAMIFDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS " Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4" aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOFVENT DETAIL B 750 SERIES LOUVERED ROOF VENT r 4,91 9 l NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C 750-5 SERIES LOUVERED ROOF VENT 9 92 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 L U -- 27:25. 11 J.J3 DETAIL D 23.00 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4,0 1 - cj NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 MIAM01, 111, QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidadLgov/economy Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page l of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC -98&99 PRI Construction Materials LOM -013-02-01 Technologies RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-5 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025" MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Agency Test Identifier Center for Applied Engineering MDC -98&99 PRI Construction Materials LOM -013-02-01 Technologies RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75" diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf ' cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply '/2" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B II 4.9 l 750 SERIES LOUVERED ROOF VENT 9i NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 or 9 15-33 t DETAIL C f 1 ' i I i OD 1 16.E 750-S SERIES LOWERED ROOF VENT 4,17' 92 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D I 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 0I NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date. 06/30/16 Page 9 of 9 M IAME _ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730,750,750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA No. 15-0831.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeorr Roofing Sub-CateQorv: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025' MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Center for Applied Engineering MDC -98&99 PRI Construction Materials Technologies LOM -013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75' diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 750-5 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" x 5' TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025' roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Louvered Roof Vent Min. thickness 0.025' MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Test Identifier Center for Applied Engineering MDC -98&99 PRI Construction Materials Technologies LOM -013-02-01 RRWA-001-02-01 Embossed aluminum static louvered roof ventilation system with a 9.75' diameter opening. Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS ' Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1'/4' aluminum annular ring shank nails. With the first nail 1 %4" from roof louver end and a minimum of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1'/4" from roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all seams and nail heads with roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 MIAMhDADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %" wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LIMITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 or 9 DETAIL DRAWINGS DETAIL A NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 700 SERIES LOUVERED ROOF VENT700SERIESLOUVEREDROOF VENT DETAIL B 750 SERIES LOUVERED ROOF VENT 4-31 - Ali NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAIL B (CONTINUED) FASTENER LOCATION FOR METAL PANEL INSTALLATION OF 75O FASTENER NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 7 of 9 DETAIL C I 15.33 I 750-S SERIES LOUVERED ROOF VENT 1_ L.9 NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 I -- L7.l5i 15 333 I I DETAIL D I I i23 -OG 750-E SERIES LOUVERED ROOF VENT END OF THIS ACCEPTANCE 4.9) ;-• NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 9 of 9 f - ` Business & Professional • - gulatim 9MEW,® BCS Home Log In User ReglWatlon I Hot Topics f Submit Surcharge Stats ! Facts Publications FSC Staff BCIS Site Map Unks Search b ar Produd Approval I Prod USER: Public user 1 Product Approval Menu > Product or Application Search > Application Us t > AppllcaUon Detail W14FL * FL158-R10 Application type Revision Code Version 2017 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST -CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cpanino@castcrete.com Craig Parrino cparrino®casttrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete•com Craig Parrino PO Box 24567 Tampa, FL 33623 cpardno@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard ACI 318 TMS 402 Product Approval Method Method 1 Option A Date Submitted 10/18/2017 Year 2014 2016 Date Validated Date Pending FBC Approval Date Approved Or rroaucr-si 11/14/2017 11/21/2017 FL # IModel, Number or Name Description 158.1 High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 RIO C CAC NOA 17-0821.18.odf Approved for use dutside HVHZ: Yes FL158 R10 C CAC NOA 17-0821.19.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other. Superimposed loads shall not exceed allowable safe Installation Instructions load FLIS8 R10 II NOA 17-0821.18.Ddf FL158 R10 11 NOA 17-0821.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Oack rioxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSD -487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Ststemmt :: Accessibility 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 send eledronlc mall to 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 emal6 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 small address which can be made available to the public. To determine If you are is licensee under Chapter 4S5, F.S., please dick here . Product Approval Accepts:, Credit Card Sale EML M IAM I-DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION h6aml, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) imy,miamidade.gov/economv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AIU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" Iiigh Strength Precast anti Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MI I ADEGO NOA No. .18 UNTY 09/11/2ExpirationDate: 09/].1/Z018 Approval Date: 09/28/2017 09 /Z 8/s,117 Page I Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBbUTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of], prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24 2003, last revision #1 dated Aprd 28, 2003 both drawings signed and sealed by Craig Parrino, AE. B. TESTS 1. Test report onJlexwal testing on 4", 6" & 12"Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTMS -529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATE,RIAL CERTIFICATION: 1. Quality System'Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System. Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and DrMvIng No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Mm -ch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Midmi-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. J -K 1'' 8 9L'4 e elmy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Explration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4. 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, RE, dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory gf `airs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resow-ces (REP). E. MATERIAL CERTIFICATIONS 1. None. i,e,y C-41eliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0921.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS 1. Drmving No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, dated 03124/03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08/19114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., cert Being compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (REI). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete LISA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. a' Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 7: MIMIS iml l i i D/!'vCJ VL1 t/rlLL/=iTEilf rlJLY I EeA[E3Ti'7E i W"ILUr:a:Eatr m mmr znr v®ono alearu s us.avr en;eLr>• c i r r cauru s c avt r[a iC 7rN1J1 r+.G'i ral.r.>l!>trt sJ u!r:,t_:.iEtsi t:7[i llii1r21:i::JL:=:i 17E_TL II]CrlJL1 t1• r::>.R '`''a rve reyr;raror s-rcnrtt_arta r vc ir-al.c.o c r•rrar o r o¢S lt+Isa..i:.lt"L5 C3 1l+ri . '! rm c r arca rrrzurrral nr i +_ IrrQ;rt>•rraar o 1 • - ".. fR 11 QFFl c„1'L'_' Ifilyfil'_: RIG'Jliaa R'CJ CTE: ` r=.,+•„[crrEa.:umcylc.a 1 I ' Ri CSiJ[' 3F7 1itJTFLi:J!¢GHV. Lr'.'. ItiG7 LY.lO wKiam=.m ML arc.r>• u a`artL lcc,ru_1crc rr; CiTT[t:lffl.:"tT if7ciL]®L7L O 4']r1[:lrlaliar:s_J[S al cri'LlrLii r:/Lrra< renrvuiryJL7t IaarJcr rc r a r av rmrvLro _ >t _ 1_ I : .1/ r r r rs ru sdrmv: rmraavL>trar>• , , S— Fil+.•Y M/.:)'i ,. rr,rrx-nra.ca_rarvnzamrrsarr r>. [ li1.. 1•:e W.r lny,<., u• 7 _ i. lr s ri+'ia R^7 Ri7rr>rk: ?-grrarmErlarus.uraxvr:a rr$-Italr X 2r=---, lrrr ®CCIrF l diJt [L>•r1:7 ®F7CIZ776=•LraO yrcJtrcic at rta`esacyve.leffyvt o r' : ^•,p I f1SC•i[FS[2L'L"lRiC•:ti:J1'"l. ECL[!Tfi Ll::i:`.IiraGi:1:1;'Ir;C.iF777rr[7 i:7fiC•7O r l]G il1G/li:llLa1TJ.'JlG'J e/[tf::.I L:C1.11/.•ta y l7QV J •• rc`>•I1lL'l;::l li2!•Vc21 CG1 1:rL7 a>• • r I !- :.1 , '••R” Ire>errvrraraso f[fG[fp®rkl:- lLiGkM9,Jlii"J fi'd Qi=1 r lL7 l[FJG]rta'! cr crrerrl crr afrr:+:_II..!/+\1.7fL/.'1/\t. • - i/. LEM r+r_.7 t7 rLr'J f r7trc wri.. +.[l r cran Zrma+rarr.r>• ' JlF1y!CL 1 UrA ff"CC31 1 -'' - Q'L•Si [2T"_iCGSi[SiO SF M FL 3M FLP.F-UC.NM447W— I•\171: CI'I;N:IS2IH IMMUTT, JIfI1 M c A:ST-RETE r D LINTEL rETAILS 5 r GMERAI. NOTES Q Yolafas Idd fe •mI Or700D ld p 3/j4 id, a ob m -a, m0 Clams I E0@MU tyo w miotr mtWASNASISLeda60P mat« pa ASN ON Ot• 1, or S y N sus.d eauu buW of ebb= 4 bdl aau6d beoiq• Fmf , mat be "dbqbabbyYO1fMab. Wwh bbaCea / 1/3 dame. 3) F us M mal« b•0 at laud J*b6 4) Remma6w bb 40 am mbGedup W punoyt,dudia !« it+dol v uz .1.0 a 1430 i) O- 9 plf s) N Walt meal « c a al .160 ddI*,WhCOMIdddWoS • lar I .4 0 bop« IMb to Vlexam; a'a W fbdk man Nb Swim 14013.1 a glimNe. 4) Sko GW Lbb . mp•oL Y No Med to tw bd" e/ 4. 4rxm- Wins" ad f' 4bxa0m YUNed. caad«ibubed d.wa dcdd . ml gimpy ,do, w .dia'ad jedmileftolpo alb»° qm ubOn,me mt aea steric da Gam iha Iy a amol0o • d" r ew .. yam. m W .. d 1 nataaaft gm of "W aWits Nth ASN C.w lwr wa —5.% 14) U*b bodd damaxw b' we t,4d r « y01) ml M,imdol y1a p bob doll bo clads! for w u•d-bo4bp ao W fa6tky •pa4a App9d o•Om1 WI Aadfad IsoL.eW led s Id sa. Yaood bd sa. n>w.a b.4 15) w wopWb raid Mills aA .hum oed sd• W4 ba, m,d km bd0d dose. Ie) lir fAd WqW mt *me. Iu rois bN Iron eat tayal 1loolh dote It) Sar• bads - mpwbv—d dmeAs W4 lo) Sao bods brad a mbW 4.4pe %IMb p« AD aMad A93dAf7 3141, I9) n madwda o=xW"AS a l% b d.,"a M I/rCR i FSAR FOR !r U MS i IBM FOR Ir t99FtS of QW SAFE LOADS FOR 4" SOLID LINTELS warty" GRAVITY TYPE LENGTH 4S8 S-6' (427 PRECAST 1180 4'--0' (467 PREGST 959 4'-6' (547 PRECAST 769 5'-10'(707 PRECAST 460 6'-6' (767 PRECAST 360 7'-8' (907 PRECAST 260 9'-4' (1127 PREGST 156 10'$(1267 PRECAST 116 44f.SLR44f_ UPLIhT LATERAL TYPE LENGTH 4S8 4S8 Y -r (427 PRECAST 687 371 4'-0' (487 PRW" 597 320 4'-8' (547 PRECAST 529 258 V-10-(701 PRECAST 407 148 8'-6' (787 PRECAST 366 118 7'-8' (907 PRECAST 280 87 9'-4' (1127 PRECAST 187 55 10'-8'(1267 PRECAST 152 43 12F8 12F12 12F18 10) RAI. - VA Idled..- 11) bdbm Ibid odder rd•r b W I000td d W bat- a W 41d -• ; , `}.1• Y, ' 1 . PR0nucylh,RgWlS88of4a+a> BU8 6FB 6F12 6F16 ' • 1: :>L, udift op„ ..J( .2• '((SII }:' ::j•• :•'.a TYPE DESIGNATION / U 4 Cj."• w . r.naua7lsew/•-u•am 6y O La ...•r>: an° •+ • - J . `"C i tl:..•,YF 12F6—LrB/ n T yt'r'••,fJtn i'?YY: j: JfT V"%,''. mem tee +t W o,ia ;? •.., tT { ^r • .. ".•. s'i {' *.'••'• ` lor, q QOM Slem7 • '`i` -'i •-T• `.''Nw.il: 'w;t ii'\v.. 'J'. ••• em-tas•bme }'-V. ")i'1sa•t:'' ... • a: c.• 4•. `i Win... urs,, i t'• Y , 4S8 '`. •, • ' -. • • • :. • • " i 4, :: I. 4 12F28 12F24 12F20 am 4 4 a 1q law N 171Cne :\• ;' .: * 5 PRODUCTItOVISIiD sm,w sum Eumr •* 8u11 p11e'I Yoi010d PNdda I•vAo aum tb -m 0 , oSpAaB • • • V • • • • • ,< . R1 _% . CfWGPAM,O Bmbolbapee e / tl Nal&K mmTl Y . 8920 CR 579 f B my6F326F286F246F20 OA•3'S;N ;A"' •J SFFF#fFA 33M, d ua um ft"Iffilftolog(• j_ a sa. (/(/, y, — CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES OW* IUM 01 AIM AM" IOUb uts SAFE GRAVITY LOADS FOR G" PRECAST U-UNTELS 4 wsl iwfr SAFE LOAD PLFSAFELOAD . POUNDS PER LJNEAR FOOT TYPE 6116LENGTH 011-111 V12-18 5F16-10 6T20-18 GF24-18 60-18 6F32 -IB 3'-6' (427 PRECAST 2332 2578 3892 5050 6148 7227 8297 9767 4'-0- (487 PRECAST 2025 2313 3892 5050 6148 7227 6197 9767 4'-6' (547 PRECAST 1554 1867 3633 5050 6148 7227 8297 9357 V-10'(707 PRECAST 1067 1260 2198 3557 5734 7227 8297 8226 6'-8' (787 PRECAST 949 1078 1831 2850 4328 6737 1 8297 9357 7'-8' (907 PRECAST 779 863 1459 2188 3151 4524 6654 9357 9'-4' (f 127 PRECAST 584 660 1058 1513 2064 2785 3771 5017 10'-6'(1267 PRECAST 503 566 8195 1270 1706 2236 2896 3747 11'-4'(136' PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1447 PRECAST 425 477 744 1042 1377 1769 2239 2808 13'-0(1607 PRECAST 373 417 646 895 1170 1485 1852 2285 14'-0'(1657 PRECAST 351 392 605 835 1087 1373 1703 2087 17'-4'(2087 PRECAST M.R. 299 455 620 794 985 1198 1437 THE NUMBERS IN PMUMIESIS ARE PERCENT RMCTIONS FOR GRADE 40 FlE1D ADDED REma SEE GENERAL NOTE NO. 4 I SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATINAL LOADS MO f."uncl•AAT ILI IAA41 C 4 1 i"'"i" SAFE LOAD PLF LENGTH TYPE 6118 6F8 RCMU V-6' (427 PRECAST 587 1055 596 4'-0' (487 PRECAST 487 787 445 4'-- (547 PRECAST 416 609 344 5'-10'(707 PRECAST 300 350 198 6'-6' (781 PRECAST 263 496 157 7'-6' (907 PRECAST 222 367 116 9'-4' (1127) PRECAST 173 352 74 10'-8'(1281 PRECAST 151 276 58 11'-4'(1367 PRECAST 139 311 49 12'-0" (144' PRECAST 131 277 44 13'-4-(160') PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 32 Ir -4-(2087 PRESIREM N.R. 1 130 21 SEE GENERAL. NOTE 18 SAFE UPLIFT LOADS FOR V PRECAST U.UNTELS C-M+M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 618-11 012-1T 6F16 -IT 4F'20 -1T U14 -IT OU-lT6M-IT 3'-6- (427 PRECAST 1412 2074 2715 7356 U97 4638 5279 4'-0' (487 PRM4ST 1225 1600 2357 2913 3470 4027 4583 4'-6' (547 PRECAST 1083 1592 2064 2577 3059 3562 4055 5'-10'(707 PRECAST 831 1222 1600 1979 2357 2736 3114 6'-8' (767 PRIEAST 723 t097 1437 1777 2117 2457 2797 7'-8' (907 PRECAST 648 86300 1249 1544, 1840 00 2135 2431 9'-4' (1127 PRECAST 575 571 980 1252 1492 1732 1972 10 -6'(1287 PRETiISf 514 162 787 1121 137 1551 1766 11'-4'(136) PRECAST 474 404 685 985 1213 1442 1645 IT -0'(1447 PRECAST 454J67po 619 M 1093 1299 1306 13'-4-(1607 PRECAST 402 308 fla 516 736 906 1075 1247 14'-0"(1687 PRECAST 368 28600 475677 832 989 j 1145 17'-e (208*' PRECAST 257 208 336 478 50J Wj BOJ n THE NUMBERS IN PARENTIWS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REWR. SEE GENERAL NOTE NO. 4 PRODUCSRMSED Hh IkVWda 6 Co& Is DSa A8 IIy1 1 u Ducr q. 4 s O4< 1RSVIS F y ,." :' CRWOPARR040 l p•• 6321 CR 579 aA1VAlP` WRIER. R. 3g,8` 4 Nohal I1IUIIA„1`` PLP.EUC.N0.44758 CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB La VA1@ 015111-14 1 CAM Rt JUM 10WIi I SCALE, RTS S SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS C-T-4wM SAVELOAD PLFSAFELOAD -POUNDS PER LINEARFooT LENGTH TYPE 12U8 1210-29 17112-R iffl iN70.2B 1MF76 r}R6-29 IJ/37-t6 S-6' (427 PRECAST 3428 5000 5638 7619 9352 11060 12755 14436 4'-0' (467 PRECAST 292J 4232 5838 7619 9352 11060 12755 14438 4'4' (547 PRECAST 2396 3464 5304 7619 9352 11050 12755 14438 5'-10'(707 PRECAST 1612 2320 3218 5234 8487 11060 12755 144311 C-6' (787 PRECAST 13W 1986 2679 4198 6421 10032 12755 144 7'-6' (907 PRECAST 1138 1628 2131 3218 4676 6756 9753 1 9'-4' (1127 PRECAST 795 1216 1535 2230 3053 4157 5593 658 10'-8'(1287 PRECAST 614 1043 1295 1653 2518 3323 4334 5632 11'-4'(1367 PRECAST 516 945 1162 1649 2216 2893 3719 47 12'-0'(1447 PRECAST 456 878 1073 1513 2020 2617 3373 4208 13'-4'(11107 PRECAST 359 767 926 1294 1709 2188 2743 3409 14'-0'(168) PRECAST 321 720 865 1204 1584 2017 2451 31 17-4'(2087 PRECAST KR. 4514 831 881 1141 1428 1750 210 19,4(2J27 PRECAST NIL 343 47J 700 925 11 1380 1609 U) RIE Mous 0t RRommim sm VIIREID mmcnMa FOR WD[ 40 FIELD 9001 FM EEL GEM164 NOTE AM 4 SAFE GRAVITY LOADS FOR 12• PRECAST wl2" RECESS DOOR U.LINTELS 4 4t1if A60Y SAVELOAD PLF SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE UR56 105.26I211Fh7- 17816- 10622- 16628- ffiJO 4'-4' (527 PRECAST 25M 2942 5468 681 2547 155 9640 11669 13679 15879 4'-6' (547 PRECAST 2319 2740 5468 r7:5MS4 9810 11669 13679 156795'-8' 687 DREW 1347 1841 3555 14'-0'(1687 PRECAST 9640 11689 13679 15675'-10'(707 PRECAST 1259 1758 3361 9358 11669 13679 1567 6'-8' (807 PRECAST 924 1430 2633 4416 5864 1 125 1480Q 7'-6' (907 PRECAST 703 1203 2157 3494 5259 7922 9 1132 9'-8' (116) PRECAST 369 843 1451 2157 3203 4427 5417 6360 SAR LATERAL LOADS MR 17- ORFf!ACT 11.1 IMWI R C SAVELOAD PLF LENGTH TYPE 12U8 12FB42417,j 3'-8' (427 PRECAST 1295 4841 4'-0' (487 PRECAST 1295 4641 4'-6' (547 PRECAST 1049 3922 5'-10'(707 PRECAST 681 2547 155 8'-8' (787 PRECAST 579 12M 1 7'-6' (907 PRECAST 474 1771 914 9'-4' (1 It) PRECAST 355 1326 58 10'-O'(1287 PRECAST 306 1143 454, 11'-4(536) PRECAST 278 1041 38 12'-0'(1447 PRECAST 260 971 345, I3'-4'(1607 PRMf6T 229 1 857 27 14'-0'(1687 PRECAST 216 809 251 17'-4'(2067 PRESTRESSED N.R. I 633 16 19'-4'(2327 PRESTRESSED N.R. 534 130 JGG OGIYJIR. I.01G 10 4'4' (527 PRECAST 1295 3692 25 4'-6'.(54j PRECAST 1213 3458 2417 5'-' (687 PRECAST 784 2236 1 5'-10'(707 PRECAST 747 2129 155 6'-6' (107 PRECAST 602 1716 117 7'-' (907 PRECAST 504 1438 9141y 9'-8' (I 161 PRECAST 1 355 1101 SAFE UPLIFT LOADS FOR 12" PRECAST U4JNTELS W-0mam SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE Uf6-21 12F12-21121`86-21 IN20-V 12M-11 -11 12M-21 3'-6' (427 PRECAST 2752 1 4287 5613 6938 I 8284 9589 10915 4'-0' (487 PRECAST 2389 3721 4871 8023 7174 8325 9477 4-6' (547 PRECAST 2113 3291 4310 5328 8347 7365 8354 5'-10'(707 PRECAST 1623 2527 3310 4092 4875 56M 6441 6 -8' (78) PRECAST 1444 22 2872 J675 4318 5061 5784 T-6' (907 PRECAST 12670 1787 904 319 J608 4417 5028 9'-4' (1127 PRECAST 1028 117 2006 2590 3087 36 4079 10'-8'(126) PRECAST 920 947 1612 2281 27 3209 3853 11'-4'(1367 PRMA5T 658 829 1404 1982 2441 290 3364 It -O'(1441 PRECAST 614 753 1269 1788 2201 2616 3032 13'-4'(1607 PRECAST 678 633 1057 1485 1826 2169 2513 14'-0'(1667 PRECAST 622 586 974 1365 1679 1993 2309 17'-4'(2087 PRECAST 434 427 695 964 1102 140 1623 19'-4'(2327 PRDMST 368 370 693 817 1002 1187 1372 11) Oft MAN= IN PARRDWM AQ KXW OEWaORs Kit QM40 FIELD AM FMSM SEL GWAL IDOL IQ 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS 0008 LI -LINTELS w,.4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 'S 111710- 1221`14- M8' I 141626' lWJ0 4'-4' (527 PREDAST 1626 2865 3748 4806 5867 6928 7989 4'-8' (547 PRECAST 1568 2582 3602 4623 5643 6664 7664 5'-6' (587 PRECAST 1210 2042 2850 3538 4468 5273 6081 5'-10'(707 PRECAST 1173 1984 2769 3553 4336 51M 5908 , 6'-8' (807 PRECAST 1020 1538 61 2426 3114 3802 4489 5177 7'-6' (907 PRECAST 904 1226 2163 2776 3390 4003 4617 - 9 8' (1187 PRECAST 703 D 771 147 2101 2663 3145 3628 Qlf-; • • • • • ; NUN8015 IN FAMMUM IRE FEI M MMM FOR WADE 49 FOEN ADDEDR®NL 91 GDOOL FOIE 10. 4 olJ(.7 ;.• V . E N* S' • 40 READ ADDED FUk% SE2 QMIMCOTE 14 4 ewyf aa, .447 WtonucrRevEsro a PaccDldO o - yrr - dlh DOPla,llh 8y. mWOi / 8 • . 04 R P• 0P 01p 18 SEE GENERAL NOTES — SHEET 1 OF 3 AA, h4 PF -M jr.. mwCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FIE 9M OBW-44 1 MW IO XWJ AODUDSG{Ii IRS. MAA, ul= 4m OAN MIMUN PA - IM B0. 4451 On191CN0. ulln Rmtr 5 a1` A MIAMI-DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RI R) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miamd Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre. -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, PE., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.19 MMIA M DADE COUNTY `/ Expiration Date: 05/21/2022 oq /ZglZo / 7 Approval Date: 09/28/2017 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06/07196, revision #1 dated 11/08/96, sheet 1 of 1, and Drawing No. LTB, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06/07/97, revision #4 dated 04/28/98, sheet 1 of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07/30/97, signed and sealed by Christopher A. Hamo,A P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06/06/96, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8 -inch Lintels, dated 11/11/96, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29196for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84 M19.805 dated 03106/96for 44 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #8411121208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-1120652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-AL20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast-Crete,8" Lintel Fabrication Details". sheet 1 of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBAHTTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 02/20/2006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMMED UNDER PREVIOUS APPROVAL # 11-01.21.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details". sheets 1 through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on Jklarch 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermilting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. - By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Mal ar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMCTTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report onflexural testing on Precast Concrete Lintels Filled Models, total of (8) concrete lintel specimens, per ASTMS -529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By A iami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. Cffelmy A. Maka r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05%21/2022 Approval Date: 09/28%2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (AER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. lmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/2$/2017 E-6 PRECAST AN DREL a°mOve a wuw WE 4 weke lmN pgakir fpM URMEM CAOE AMMON =0 I ILL R.ru Em M1 f17 RO kJL 7.15 2e2t , 1 ail IL To M MMM ma o=cN is M W W FxWM ~AL R u Rote= n WP,99. Wb Alm CARM Q XEPROOOM WE 6MOOMD mm TIC mu vimm talent of tAsr-cum um m me L meMrM r. • neo A me IF P133a m Unna, P. • am w roe ALL 1O' w a M ueram a pmtw r+eama mme - a To . t.. atmlr o_tlI4J4po m a a rww r MORE" OR Tere3 m WM OF CMC USE It USED m UW or nein Una IMLMUM CAN TO mer urme An "Moo F=M Ilya mtawcrtttvla y Ma l]hJ a969MPNAJI Amphrl, O O3.0Z EO : TF w ZaIL rill CRAIOPAFMI` q j9' 1 6saCRsm EQ 88TNER FL 3M. 4 r NALNh` R P.ELIC N0.44T66 CAST—CRETE 8" LINTEL FABRICATiON DETAILS ur aficr ccaurry I nano trod 9" PRE'tAST 8 PRESTRESSED U4.JNTE3.8 4p9Rc9o' SA FLOADE SAVE LOAD -POUNDS PER LINEAR FOOT TYPE 6U0 aa-oe on2-ae wo-m ws"l a m -M ePla-r8 ePu^mLENGM 705 as -to arts-ro ar"t"15 elmo-o 6rxhw ate to afs2-u 3'-6' 4 PRECAST 7]31 J006 2m0 nS 11183 Mu mw ts. a m 9734 1131: 103,4 111931 nab 4!-0' (467 PRE" 1966 231117263 ml 4601 3no Ill* 4eo0 7587 oat 074 71131 100114 atm 11809 4'-C (547 •PREF 1999 1669 21d 2110 4376 21731 4113 6253 7647 I5" wt 6100 Im a m low 5-4' 64 PIIEC/LSf 1217 1342 140 1436 3010 190 5765 2311 754T. 3123 7442. 3441 a173 4240 lGIfW 5-10'(!07 PNEDISf IOC 1103 I173 1 tat 101 4360 2030 to 25411 3089 716, 3462 SMCA 6-6' (787 PREOISf g IV -r(15471`110111 0 2177 2177 3101 Ml sal 3707 am 1183 1 5011 smod 7-6' 9 PRECAST 7,4,j FUMAZ 1126 1 7162 2081 7707 3666 2n$ 11011 Ml W 366 8472 9'-4' (1127 PRECAST 4 116 IIID 1x3 Ica 1613 7371 26M 3101 34U all ma 9W 10-6'(12Cf PREOLST 5° 62 1633 all toll 1247 163 tow 2083 2777 2781 2101 M43a 21116 1254 11'- (1367 PREOLSf 362 bet 652 146 sM 13116 1641 1616 243 2123 3127 3127 1 4006 404 If -0'(1441 PRECAST 337 Na 540 E!1254 673 1234 ill" 101 2193 2143 M MD 3w 35@ Ir -4•(16117 PWAT 266 hl RI 16S 755 1 1075 I IM_ 1476 14 1636 tM 209 117311 30 7401 14-0'(1687 PRECAST j79 424 142 70 704 1008 I= 1370 1376 11127 107 2127 2J27 200 700 14'-6' (170x) 263 306 m 458 a6 70 wl tb" as 1901 No 2243 lel 2117 x11 D12 1W' x(6647 PRWRMM N.R. 411 41Y 01 710 1750n M2 1407 W 1 7080 Aa I ?]740 IR Df3 tr-0'(2061 PRESI NA. 3110 1`a 910 630 611 IIID lag rot len a 7DR 19'-1'(2327 PRESTPZM N.A. Y33 17D NR 760 lOt 1031 tot 1 758 lot U15 MR 1716 21'-4•(2567 MMREM N.R. no 30 Om en 11 1114 141 um 22,--0' (2647 PRESIRf3'S£D NR, m 10 310 RI 501 a m ml 2E_ Me IIID Alt li! 24 -0'(2087 PgD NR. la 171 Mt 730 RI 430 Iet 1154 Wt al 611 109E M 11x1 SAFELAT2RALLOADSEOR eeeaen r r nrrer e SAFE UPLIFT LOADS FOR 6" PRBCASTB PRESTRESSED U-LNTtiL.S og r4ra", SA FLOADE TYPE BUSLPJ443T14 CMU r-6• (427' RMXT 1025 1024 1698 4'-0' (487 PRET W 705 763 1309 4-6' •(547 PRECAST 592 1 591 1073 5-4' (641 PRECAST 411 411 745 5'-10'(707 Pt1F1`AsT 340 1 339 816 6'-6' (7117 PRWAST 507 721 490 1`-C (90) PRECAST 424 534 303 9'-C (112' PflC:'AST 326 • 512 230 i0'-6'(128')PRECAST 264 401 180 11'-4'(136'PWAT 260 452 154 12-0' (144) FW ST 244 402 137 I Y -C (1601 PRECAST 217 324 110 14'•-0'(1667 PRECAST 205 293 100 14'-W(176jPRESOiE55® N.R. 2134 91 IV -r(15471`110111 0 N.R. 259 83 Ir -4•'(216) PRESI N.R. 194 64 19'-4(2327 PREMM O N.R, 146 52 21'-4'(256) PRESTRESSED N.R. 125 42 22'-0'(2647 PRESTR653D N.R. 116 40 2%0' (22173 PRE.STRBO N.R. 91 33 SAFE UPLIFT LOADS FOR 6" PRBCASTB PRESTRESSED U-LNTtiL.S og r4ra", SAFE LOAD - POUNDS PER LINEAR F00T rypE 676-1t a 2- 1 eni-tt tr a1x-tr sun rat -al LENOTH M-21' MM -21 81`18211 MO --V VA -IT WA -V a37.v i$ (427 PEW ISD ISO 7669 m 334 40% 4m 6787 St63 4= 6II 70131 7all 4'-0' (497 PRECAsf rm UI3 nosax 2101 3m 3616 3115 am sm 110111 Gm 4'-6' (547 PBECASf IA7 12o7 m 21H0 IRs 2701 3405 3373 4m 4041 4711 4711 6373 9 5-4' 647 PW" Iola Iota n 1716 I 2276 2276 las 2676 339! I 3319 316 I ml I 572 468 6'-10'(707 PRECAST 57! Wad 1017 11100m 2011 201 3101 Seto 4133 401 6,-C (017 PRE1315T s 1133 t 1 1 w I 990 Sul I ml s sm 7'-6' (607 PIAT a 727 1 1228 1624 1624 2013 2426 2426 1 24" 2627 I 2673 37240 9'-4' (1127 PRECAST 521 ml 701 I04 1316 1471 ed 160 1916td 1 MID 116,61 1 284 2500 1810 10' {'(1267 PREI1151 Qm SM 576. 08S aro 1180 1115wi lilt id 1461ad imd t733698 mis 2073 2316 111-4'(136-) PRELLSI 47 W mi ' W2 t 601 iM W Imid lII lo43 A 1633 all 1757 2167 1x-0'(1447 PAFfAST 470 4" 480 5311 724 9n Iso Ijnftd ll awmd Im ismal ISID 1075 Ir -4'(16x7 PREr I All 121. 311 460 W7 780 765 1159w DN 14ford 1111 IM41 13U ad 1601 14'0 (I W-) PRECAST 014 410 am MA 471 m m 724M Toa 011110ad 1336 ICN IIa2 122094 1401 14'-r(t7137 PMTREMW in 393 601 2 060 611 016 610 IUIGA 1 F 15'-4'(1647 P 724 313 301 480 11: W 7m 761 Ix en 1460 1054 Im1 Ir -4'(2061 P1011 ESSED t0 192 263 306 407 601 I 74 e - 756 1III s" 114 1413 19'-4'(2327 PRESIRESSE6 t@ 4 W 662 747 mi Im 20 4!9 03 111 1050 M 21-4'(2567 MMIRES5ED IR 142 7Dl LII 301 373 3 5II 4W 721 601 901 115 040 D. ( .) 137 t 7 215 379 462 IS QO III 768 13 001 em ml 124 12.4 IW Wt 267 310 m 10 06 ad Mid06 611 W 111E NUVSM M Me MM ARE Mr.FlIf IIEMV10N5 FOR 011400E 40 _ - SEF CENEFAL 4101E K 18 011 SW 3 OF 3. 1d) RE10 ADDED FSAR. SEE GENERAL NOTE N0. 4 ON SHEET 3 OF 3 1 OROOI7Cr •1 GEN PRODUCrItISVISEO ' e.emtplyiOg wtO IRa F7ollda lesrubPbrW 0ytt(q :` V; 9u9d'"OCmb 022'1•/3 Aee lms tvo j 7„A Z (1 i Oaro2oZti eolte' o a o6c6 ,473 . NERAL NOES - SHEET 3 OF 3 M .M t= PRE MUM tatumi Upl.- 8117 ww/a N GENERAL WE 1A 4 oN S1EET 3 OF 3. ill, IAOW rItIM116D DdI OCLdr nol'bg4 a •oL CAAIGPAF1A710 6RMs®tfETiQtl 105r1'O i1 ni` EEFHERRFR R x1604 FLPEI.C.N0.44758 8" LINTEL FABRICATION DETAILS c 5 SAFHGRAV(TY LOADS FORS" PRECASTw/2• RECESS Db`OR WJNTELS SAFE LATERAL LOADS FOR A- ow pi Aw.A 9'• amrsA hnnn IIA a12F1 A V "-,* W - SA PLF SAFE LOAD - POUNDS PER LNEARFOOT TYPE w660 *71 60F. 66116 o1 4'-6' (347 PRSOAST arsa ao MIND -01 LENGTH 5-11' (ao PE AST I loge -Ie mlo-te WFU-le 674416-I 4vu- wr-le mbl 4!-4* (527 PR61A,T 1635 1741 lei. 3365 36W 3280 5206 3246 Sm 3421 am hew 1 0479 711® IOW; 4'-0' (u7 PRECAST 1494 lug 175 300 3Wo 2952 imm0634 30W 1416 6'160 6024 4474 6901 low S'-8' (8e7 PRECAST 866 70 107 IM 1461 1716 4967 207 6766 299 3402 7017 3W0 1711 5-10°(70 PRfGLST 810 650 167; 14M 2124 2646 874 3700 73 1113 1 2144 4247 64M 3362 t 6706 6 ' (107 PR1 MST 791 Sol 1635 3170 5014 7747 6119 7360 1237 1746 001 1eL5 3120 6016 7015 SM 1 7-6' (907 PRBJ4SC 869 753 400 2469 3176 57C 7274 6t7J to im 765 142D u6t J71t 32 7464 ' I 110)PRECA4r 1 as 019 ISM 2133 3121 4011 1u 2115e 610 e» 1506 2757 3126 4750 b691 SAFE LATERAL LOADS FOR A- ow pi Aw.A 9'• amrsA hnnn IIA a12F1 A V "-,* W - SA PLF LENGTH 'TYPE SRU6 8RF6 R *MU C-4'1 (527 MAST 758 757 1164 4'-6' (347 PRSOAST 694 693 1073 5-11' (ao PE AST 408 407 655 5'-10• (701 PRECAST 382 381 616 6'-0' (607 PRSyAST 595 788 464 V -S' (907 FRMAST 609 874 363 9'-0' (116' PRECAST 370 4.90 214 SAFE UPLIFT LOADS FOR 8" PRECAST wA 2' RECESS DOOR U -LINTELS 4 Awv<,a m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE IeFlFIT 14610= Qflhlme-11 1 91774- dAw-rt LENGTH Iws-n o- t1I14-3 sa1D 601- MIMI MA -211 4'-4'. (527 PRFxAST 160 2361 3056 J751 4445 6140 MS Ie6I 2M 3030 3751 4445 5140 4'-6' (547 pRFlAST w IM 3212 1936 3161 498 00 O7 1604 W2 190 IM 4215 4143 8' (or) PRECAR va 1 m7 13211 2554 3312 3111 73 1260 t7t7 13762/54 3362 3911 5'-10`(70° PRO= 17W n no 1713 MU 2200 6W 1237 1746 1731 1 1713 I DW 6 -6' ( PREiaST s10 m 1 1060 14292m 3129 570 in 190 to im 2410 JMS 7'-6' (807 PRFJAST 606 742 7464 ' I 2166 257 as 604 619 194 1165 2166 2115e 9'-8' (I IS-) PRECA4T 414 ut 1122 1621 Slog S4S 6M ion 1306 2016 Iml J) TRE NUMM N PARTMHESS ARE PERCENT REDUMOM FOR GRADE 40 • SEE fEtffNAI. N E 16 (1) THE HWM IN PARERTHE95 ARE PERCFW RFDUMNS FOR GRADE 40 MR ADDED REMR. SEE CFIIBt 1 NOTE W. 4 TW ADDED RESUL SEE GUM NDfE NO. 4 GENERAL a01E5 Q, TYPE DESIGNATION 1) 16p6.rt IZ) .uloa dmWifar P UR &" a d O. u6 Y eme" Dad - iam 0A Iay y yy Ir f -®101® 41m111 / V. IdflO® b.a _ .• adte e. I'd r b 13) its ll/ a ,bio a410ayY1i( d1 6 Aal Com'-Q 6 a mlr Vp aaM 328E . L Inl'•ep Wa0 i rpefao ml IQ Lbbww rDefd Idr Ib aaM6(lwm0 tlb . 1aOem1 gWfds r K / 0ugrgam 4tI116b•aba.ba r ,. 8F16-16 IT aW 1•r I m0 Y r rMiA WI A 7ea h.6•aa W .. , > !. v rI32walme. awae a. > aln ,n bd + Sa• 11e6eda wt s to J LN ' i m6 wNw d+ 901o1r1 IWIx rolaw8v a nr em IWllr Oe.a ba4.32 01 Sm 3216.1. tel ammo fNCO l a I 14 M 146 4yW ml OM ib W. Id Y•m d bqd» ftm 4 RWO. li ANs 6d .•O two PI& In 3326 I..! rn a;rl-, .Ona, Ira& :r; . • p laemAt R41) Shie6 am•dlrl lacaln W ped rdRlb• lar 10 W. W& brrd n r.6md dalp a*.w 40 tri •d All IN • ... f Y t-1/9• cvM 0'aA ICO nAtW 414M060 1 F` a 00) Ar:Ia rama!ve Hamada1.32m4 ars9sryiy. aa. m q6.. 66FeM9.e 6LIYo6. e44L+hSr mN s Uan0e •OBad !, r h.y j r mea o area .. ,r .. .i, •: 6 {W/1y d.''p PROOUCr R6f4E s:D w .=4' . • ••'•. 01. 11 s W lWSi m w lYid. 66l4 iD 6KFbalOa 4 sm. Old 146 m r466a Aa;eJrn•,• 1f• -022 (i • ::7 . s -. L Os n r.1r Tor 6. •Ikr4a.1 W tr AS r.6•s 17321.1 .1500pa f : ,V' j• • ' • v IDUS a0df M Q,•.•.•y-,^,/m rA..A a IAa •.y m tb •VQW&d B7 ' r SEE SUE IASIL Inwyardl•aed ba••oer C vam FOR two W1r040 . ,` 7N • 4 f+. •MMUCr Ravwm 7 mtut FP0 11mell a °10R110 1) rm 4atp" .w1r b ".MM/ 0..6 M W md. lr0 6411" ;: FAaI A6BI1 L , , tadmbbortaw a ;0= pal 4. teAibo mmlld aoi aeo d •-ap 432. m.% •:y IQyFORCBO CW ORS!) .,,0 ' E N ' • , •, BAmx3' • ala /932 rA l 0 101 RA - ad rad • flR1 ooIRSE Pa0DUC1'RPNL1YaD Na 'O 19 ERE10IdL4fellatld'raer b N bald a Ow 6•I•• a M. bW 32161. I all ItP ,; W JS RE6AR ela 1 qd. w•rlmid11 0.44 J t O'0° b ERE Mtpawdi. p140 a 6860 Ap aaar o 7t Qf c' ^' (br61"I •Wlw k°'/C 4Z 4 ', y' ;• C ' CRAIOPAWO a'10 "'+`+a•!6 64 t •. ; (7 R I \ . 09P4 CR b79 J4.SRi::• • • eci? SEFIM R 33504 I,f'.:IhCd uaT lir17L17(il:-IDYL:fYkf CAST—CRETE RaSfri3: fifGlwai;4.141;-Sfvl:Iclaii:1:!:-:'' •, ; w ii'•'•••-'?;"_'u f' I L.\(d'7lTiadalw:(1'ICYG77-Yf•ZYlk7 `u' 1" 1G7]1211TwdalRrT %/fb/J4:e ' - •;b Il;.n ,"' ^' 111:4 A'/411.11-WAWFA r.I © M IAM I-DADE MUM-DADE COUNTY 6 PRODUCT CQNTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DMSION Whml, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.eov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the 13igh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" Mgh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Panino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and theta has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. rn I NOA No. 09/11 /2 . 18 UN7v Expiration Date: 09/1]/2018 Approval Date: 09/28/2017 0 l2 $/Zo)? Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Pwrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AE. D. MATERIAL CERTIFICATION: 1. Quality SystemManual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality Syslem Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March Il, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E, on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Nfiami-Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Datc: 09/1]/2018 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.03 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables". sheets 1 through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/28/2017 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE Wiwi SILYILIJt•i/t1FJVAkl- rVarll cA J i1LYfvLi 17--R•a9fr 1 Y Ivm gym RfJI [•Z:T)ttlL rF1': ,• GQI Vei;_JFC 111 L7t! CSS•l jr-••<•`-•!]Q[Li crn aL_a•r. r=.-. c7Li:'a vc:rr[. a uv iCi lf3lt7._J l'4dmlillf r:l`i::.l['Ci VtFiJOOt•l:i.!! Fi6llilt3lJ ._.'.. friC'Ji r,Ci[E 7'Ft:i J a C G1if£il c:i1li13i_IGTFA f/[iL.][3Ltl C'L7rR>A ft'fTi•c rF7_.:.IF4CJIV T f'iL'GitO iJ91,E'I:a,:S:rflL3 fL"Jt[TCittCLlartu_f.]G1 R21',=!LGSt•cfitt• fl-d[iiFf[:S1r.L:.Ift-dOifF11'=:L['67CQit= iC3e1 R.ltt—J aGi noer ols e:a reLemcy r-M lj M•IAmfCJCiF:7l2i[:7._:.1 LEL 1•IF 'L•"-COd LYitt7 J : _ : - QiC]Ic.Q llt1•I:L3i`]LLGlifil':IfFf L1C•i0 i,,, Qaacuuu:ana::LLr rei_.•ectiu LrT»u'':1'!laifitr:%t!lr'iL,3 maJc__•:asaruli eucJr[ta.u¢r•tts u ato rrr v r c oBeGavtbcJ.muta rau r v rim F711 csc t Rum r mc,rvcsgmaulimm saticr_•: mar lrsanr.•itlrcarvrr s -. !..•; a : .: octitr crrmrrca_rac srr r[nr vn oq fi'1•fTTfi"1 [L.i_irdfaP1FS7?rl r-a[Z70 ':; '"I w '." yy;rvr'ir1s,I,Y Yra: il.i" C06N,Msno moi ' rasa 7i7rztr rtcan:rt 2vt7 F a['dsim[.CSl aiJ reTJ QL7FI I^-.1- (moi [SQA rravvscsnaru!rr.$r9rts:era rc• F,yoeaE',evcmlat r:i.lmc•yvmL7 e ono Tt, :. . QVL•aL.)F'_7rFLL2.l [f JffF1JRSCiCG9t7 cIGJ/r1Cr•c1CYv :l tii•.Jt1:ll. rcl.vtzfv.l. r.ln rT• cFcirorauraJ,re r arz t+[s ccyc la[cy c:acta:s:c civcs_Lyc t aa r c ••-- . QCJ CCT7©ru:Ler r:m rr9 o r'tJ rielrsr...anrSar_`L'L',.iCl.l7nn cv^1 r+n l-e1• Q 51f!ff 76i7r[L 'L"JmG1ir.; QiCi[V20 rr_.s-.c raur•.nct•?-ra. fi-L'aGR%cc3C f11.']'irF11'1•.IfFQ'I OC'Jrt7 Ci'/Qi Ci'SI I R'%iriilL^JOCS O f 7 I:•FL .< PRECAST AND PRESTRESSED LINTEL DETAILS riwI I•"f: T _ IIIIIIIIIor GENERAL NOTES 01 fid7'pii boa m em. 1 hlom w awA6cvo by v e s n AI o bob t aew ca l 1 R• vow i1%g ted a° iq% bm" mdM s) NoW ba mww ted W hwW labra. 4) ih mmb b aadbbfiedo W puaet a.d.c6. far a.V.6 a be ./W Glowab gppgalo SY-1' Ilaml 1821-7L W mad • 110" V 144 a.dw6aa 9 147q 1470 fa U a a.m a.d .r .med d.a I x nim awd VI10 4 Maew Ib m row e..adow nwu,a . n.w Man caa. Sofa+ IGK&l u wgbmu. 4) Slow. Md b%N a +.phd. 7) 4• .W b W. m b. baldd a/ V rmwulos mbadd ad me' aiaeede wagel. W s d/.. Wd qU ft= W most GW* a W wdibmwad 14 raoavaddd .eeel dnNrmfddyaA• y 3-1 ' baq add. d W s6 b 131 mcod4b=.yg1•d b ®edaoriihlAMU O -W wamwolo son gMO.•elr" L'S. 14 lbtbN. _/d +da..d.6• dih .aliad t•wf¢ er a _ meas nrde a dm o w b Wwdlaal m.q + Amari MA." bW S 1.0S." bad We hddodd lc.a 1e) raa womb Odd hdOU at &Wm we .m ted Sawa cad low baW Wm•A I) Por 47d Wqb wl. ka.6 lad wb bW ewe amt bnp A WmA dm& 17) Ydk bel. ae .ugwboo.w db ft mea 16) Sdd mods bed a mbW dWpoMma+Qbm+ m6dpw 00 MO. da nd A13 JM idkb1» tdW* eol° nad n«j ante (MYI) abn ad W.L Se d wldb. bow SAFE LOADS FOR 4" SOLID LINTELS 10-441411r• GRAVITY TYPE LENGTH 4S8 3'-6- (427 PREMr 1180 4--e (487 PRECAST 959 4'--6' (547 PREOIIST 789 5'-10' (707 PRE= 460 6'-6' (787 PREOIST 360 7'-6' (907 PRE XT 260 9'-4' (1127 PRECAST 156 10'-6'(1267 PRECAST 116 4Q7R>4—W UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'-6' (427 PRM#ST 687 371 4'-T (487 PRECAST 97 320 V-6' (547 PFCAST 529 258 5'-10'(70' PRECAST 407 148 e'-6' (787 PRECAST 366 118 7'-6' (907 PRECAST 280 87 9'-4' (1127 PRECAST 167 55 10-6'(1267 PRO= 152 43 ft A-*-.a>y ewbmm ewr.drdW cam r * .d. IwW mL. 67 .y,«..• . ) 16 wEBw FWt a' IiRFLs w W q owe 40 mer d a odol rm a Is. 1/Y aR 11'P, ( CZ) rt / s Rtt3AR FOR If utOEls 12F12 12F18 w a iso 12U8 12F8 le) N0. - Rd Rddd • ,•.•..„ ., .-; ,,,..,. It) Wm &V e W obw to bs located d W bftm d W bid omq: P oM=RBVISGD• • •. J a,} a.awdolYe4almlm:EloAaa 8U8 6F8 61`12 8F16 r1. ; .• •- _. ,. X! TYPE OESIGNAMOla r Gama w" o • '^;. y4 •d7Y./ agd0 Ii Y 12F16-28/2TMM aso/anara raaaa3 • G immmead .y. •. Vrom 2a) ry t ,,' ,.: '.h. 14: G . f>Y r':• 12F28 12F24 12F20 a + ' - }iana o ae ar acs •, ,. .' `:+ inne0ar rtevrla wd aara.a ' •" S ' 7dC: Dull Fl7mP,dth Uu Pkabdo li S OWa Cbd taco • • •• • • . t • $`T •, CGpgRFpyOa - o ' 8trNOS•tti mm" % R. Q 1`ti`. 6F32 eF28 6F24 6F20 Odds`r ALaCo` o SIeUR a • a,,e,,a NM 44760 CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES el w Vim ones -14 T Mai ,am Amuuo scuds ars Iwe + aaam a+ tulp rt - ITO. Mb asd orAR•: . uau SI¢o 1 av 7 c— SAFE GRAVITY LOADS FOR 6" PRECAST LTd3NTEL.S C SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH GUS 6F8-16 6F12-18 6F16-1 WA -IB W24-10 WA -1 6F32-10 3'-6' (421 PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 47-0' (46'1 PRECAST 2025 2313 3892 5050 6148 7227 8297• 9357 4'-8' (541 PRECAST 1654 1887 3633 5050 6148 7227 6297 9357 V-10'(70' PRECAST 1067 1260 2198 3557 5734 7227 8297 8225 6'-C (781 PRECAST 949 1078 1831 2850 4328 6737 6297 9357 7'-6' (901 PRECAST 779 883 1459 2188 3151 4524 6654 9357 9'-4' (1121 PRECAST 584 860 1058 1523 2084 2795 3731 5017 10'-8'(1261 PRECAST 503 566 895 1270 1705 2238 2898 3747 11'-4'(138 PRECAST 457 513 805 1133 1507 1952 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2608 13'-4"(160' PRECAST 373 417 646 895 1170 1485 1852 2285 14'-O'(ISBy PRECAST 351 392 I 605 I 835 1087 1373 1703 2087 17'-4'(2081 PRECAST N.R. 299 455 620 794 98S 1198 1437 1) THE NUMBERS IN PARENTIMS ARE PERCENT REDUCTIONS FOR GRADE 40 HELD ADDED REGAR. SEE GENERAL NOTE NO, 4 SEE GENERAL NOTES - SHEET 1 OF 3 SAFE LATERAL LOADS FOR 6- PRECAST MUNTR" C,,* 1 '_ SAFE LOAD PLF LENGTH TYPE BUB 6F5 RCMU 3'-6' (421 PRECAST 587 1055 596 4'--0' (481 PRECAST 487 787 445 4'-6' (541 PRECAST 416 609 344 6'-10'(701 PRECAST 300 360 196 6'-6' (78' PRECAST 253 495 157 7'-6' (901 PRECAST 222 367 116 9'-4' (1121 PRECAST 173 352 74 10'-6'(1261 PRECAST 151 276 58 11'-4'(136' PRECAST 139 311 49 lY-0'(144' PRECAST 131 277 44 IY-4'(160') PRECAST 117 223 35 14'-0'(1687 PRECAST 111 202 32 17'-4'(2087 PRESTRE55E0 N.R. 130 21 SEE CENEAAL NOTE 18 SAFE UPLIFT LOADS FOR 6" PRECAST U -LINTELS cps -4-11 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6T6 -IT GF12-IT 6F16 -IT 020 -IT 6F24 -IT 6F28-iT M2 -IT 3'-6' (421 PRECAST 1412 2074 2715 3358 3997 4638 5279 4'-0' (481 PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6' (541 PRECAST 1083 1592 2064 2577 3069 3562 4055 5'-10'(70' PRECAST 831 1222 1600 1 1979 2357 2736 3114 6'-8' (781 PRECAST 723 1097 1437.1 1777 2117 2457 2797 7'-6' (901 PRECAST 648 M. 1249 1541 1840 to 2135. 2431 9'-4' (1127 PRECAST 575 67104 980 1252 1492 1732 1972 LX 10'-10261 PRECILST 514 462 787 1121 1,M 1551 1766 11'-4'(138 PRECAST 474 104two 845 985 1213 1142 1645 to IY-0'(1441 PRECAST 454 387 819 888 1093 1299 1508 13'-4'(160') PRECAST 402 13 308 516 w 738 w 906 1076 1247 tv 14'-O'(1681 PRECAST m 265 475 CK 677 832 at 989 1145 17'-4'(87 PRECAST 253 208 338 476 565 693 803 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REEAR. SEE GENERAL NOTE NO. 4 AIGPARFIN0 D24 CR 579 WER.R. 99584 PRODUCTR6msm 6W'.o ervil4 to Magda Aaeyunen - O 2./.18 8 BYmimin atom PRODl10PR0yLS5D squ Wol IMRlid, Ao°` - 0 03.07 e18 Con mptem CAST -CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES uos ° iRI YAIm /ISOIWI Olml Qt MOM= mm NI V T 4n tlalc uauo. I.G - Am xa 441II tmttl®dm lT<uI ar:cr: a a 0 SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS WV408N 1295 3592 238 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12U8 I2R-25 13Fl-3 un5 MIME IM4-28 1105-29 IV32-0 S4(421 PRECAST 3428 5000 5838 7619 9352 11060 12755 14436 4'-0' On PRECAST 2923 4232 5838 7619 9352 11060 12755 14435 4'-8- (541 PRECAST 2396 3464 5304 7819 9352 11060 12755 14438 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1 6'--C (7C) PRECAST 1383 1986 2679 4196 6421 10032 12755 1 T -C (901 PRECAST 1136 1626 2131 3218 4676 6756 9763 13521( 9'-4' (112' PRECAST 795 1216 1535 2230 3083 4181 ' 5593 11'-4"(1367 PRECAST 10'-0"(1267 PRECAST 614 1043 1295 1853 2518 3327 4334 814 p 11'-4'(1361 PRECAST 518 945 1162 1649 2216 2893 3719 47 12'-0'(1447 PRECAST 458 678 1073 1513 2020 2817 3333 42 13'-4'(1601 PRECAST 359 767 928 1 1294 11709 2188 2743 3409 14'-T(168') PRECAST 321 720, 865 1204 1584 2017 2451 13106 17'-4(2087 PRECAST NR 4514 631 661 114ICK 142304 1750 210 19'.4'(232) PRECAST NA 343 4770 700j MIN 1152 IMOJ 1809 U) 0E WAM N FAIODOIM ARE F414EM M011=6 IM WOE 40 MO AODED RM% JM CQ10E0• NOTE N0. 4 SAFE GRAVITY LOADS FOR 12" PRECAST wA2' RECESS DOOR UAINTELS 12' LOADS owr+m 1295 3592 238 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE I= 128)8.28 T)8 1 IN14-3 MIM- WM-tE 011 IN43-21 521 PRECAST 2538 2942 5468 7564 9640 11669 13679 15679 4'-6' (541 PRECAST 2319 2740 5468 7584 0640 11669 13679 16879 V -C (661 PRECAST 1347 1841 3555 5395 9640 11669 13619 1581$, 5'-IT(701 PRECAST 1259 1758 3351 5954 9358 11669 13679 15 6'4' (801 PRECAST 924 1430 2633 4415 6864 1 1 1 7'-6' (901 PRECAST 703 1203 2157 3494 5259 7922J 9623J 113 9'-C (1181 PRECAST 389 1 843 1451 2151 1 3203 4427 5417 8380 U) 9E NO MM IN FARDOMEM ME PE16Q6 IR3)IR= FOR WOE 40 R6D AM REM SCE CMM NOTE R0. 4 FLIP 4'4' (521 PRECAST 1295 3592 238 4'-C• (54) PRECAST 1213 3458 2417 5'-' (687 PRECAST 784 2236 165 5'-10'(707 PRECAST 747 2129 155 6'-C (801 PRECAST 602 1716 117 7'-8' (901 PRECAST 504 1438 914 9'-8' (I IV) PRECAST 1 355 1 101114M81,,; FRoDUCTR8V'=D IJWa C,;'Hm IAa FlWda SEE GENERAL NOTES - SHEET 1 OF 3 SAFE UPLIFT LOADS FOR 12" PRECAST U -I nam c 4MM-089141 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE lV5-3 Iff12-2112F15-211920-21 17(24-1T 2f S2 -2T Y-8' (421 PRECAST 2752 4287 5613 6938 8264 9589 10915 4'-W (487 PRECOM 2380 3721 4672 6023 7174 8325 9477 4'--C (541 PRECAST 2113 3291 4310 5328 8347 7365 8364 5-10'(701 PRECAST 1623 2521 3310 4092 4875 56% 6441 8'-6' (781 pRECAS'T 1114 ZM. 29nj 3875 14M 1501 7'-6' (901 PRECAST 5784 7'-C (901 PRECAST 12670 1767 3390 M94j MDG.j 4417 3028 9'-4' (1121 PRECAST 1028 1176 20MA 259 Wj 350. 4079 10'-6"(1261 PRECAST 920 947 1612J 2281 2764 3209 3653 11'-4"(1367 PRECAST 658 629 1404 1982 2441 290 3364 It-0'(1447 PRECAST 814 p 753 1269p 1788 2201j 2816 3 13-4'(1601 PRECAST 678 633 1057 1465 1826 2169j 2513 14'-0'(1687 PRECAST 622 586 974 1365 1670,j 1993,j 2309 17'-4'(2081 PRECAST 434 427 695 1, 964 1182 1402 1623 19'-4'(2321 PRccAsT 366 j 370 t4 593 817,j 10020j 1187,4 1372 IU RE MMM IN P11mnIFW ARE 1`01M1D RED NWIS FDR CMDF 40 FBD MM FOUL SM MMI WX AL 4 SAFE UPLIFT LOADS FOR 12" PRECAST wA2" RECESS DOOR 11 -LINTELS s"4m" SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12ET4.2T 122710- 118714-2INIO-2 I18F2l- IM26-21 UAfIO- 4'-4" (521 PRECAST 1626 2685 5887 6928 7989 4'-C (541 PRECAST 1558 2582 5543 6564 7684 5'-8' (687 PRECAST 1210 2042 4466 5273 6081 5'-10'(707 PRECAST F-:w 1173 1984 t776 4336 5121 5906 801 PRECAST 1020 1538 3802 4489 3177 . 7'-6' (901 PRECAST 904 1228 3390 4003 461719,8' 1167 PRECAST 703 771 2663 3145 3828 QEE'; . • • • •.: 1ADBOK IN A40M M ARE PORi1R MOM MR ENS ' 40 AE1D ADDED REM $EE 9000 ACRE N0. 4 447 /RoDucrAEvim 1} C4,1O10nF1wlda Q: A• • g f : Aomptanoo NoNo14, 2202T. 3 I+•R1aP CRAIG PSMD 1 alDaeoffi an1w'" 6724cR o,,, .4144 iL.P.E9dCAfOf AgAS MMCAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES ARE N1uD: agaa-u dAAn m aalw Atiu1n 3cu4: NT3. OUR aieu0 m qWC /AI®D. P6.- m 110. ma1MRR K uml 3@1 3 or 3 MI®DADE IMIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) i"inv.miamidade.govhconomy Cast -Crete USA, Inc. P.O. Boa 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AFIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Panino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-0227.15 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, L+-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malcar, P.E., M.S. MIAM DADE COON k NOA No. 17-0821.19 Expiration Date: 05/21/2022 09 /Z$lZe J Approval Date: 09/28/2017 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", prepared by Craig Parrino, P.E., dated 06/07/96, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1 of], both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flecural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (3 6) concrete lintel specimens, per ASTM E-529- 94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8 -inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. 'Calculations for Cast -Crete 8 -inch Lintels, dated 11111196, 45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Cert fled Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04/25/96 for #3 rebar by Ameristeel. 5. Mill Cert:; fied Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01/28/96for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-AC0749 dated 04/05/96for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. lj "/,-- d. &Y z5lffilmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 elated 04/05/96 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables" sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8 -inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. j;Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01. A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporatlon, dated January. 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. X" -K, d-. dL::ge Me] my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #I2-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details'; sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By A rami -Dade County Department of Permitting, Environment, and Regulatory Affairs E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None, C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8 -inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Azigust 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. elmy A. Ma 16 r, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0126.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated Janumy 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1. Verification Test report on flexural testing on Precast Concrete lintels Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16-0425.08, dated 01126117, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. Cffelmy A. Makar, .E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 08, 2017, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2017 Edition. 114—,4 d' eimy A. Makar, Y.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 E-6 ASTM RST p HIGH STRENGTH PRECAST ANDjj:PRESTRESSED CONCRETE LINTELS PRODUCT REVISPD . PRQOUCTRr]LL'W® n temolviGl.' wpp on FIG& TK3Q'101 Jug- s Y oas w0011hI F7mi01 M amia. f Y 1 011I5711E7155O R [dFV11dNQ f'JK IAlRd Tld1 MOpEL OTA 20p. RUPS TYPE Yrpn SnRRUPS Y h 3 STIR M D AIIS S. '[ i., 1i!i:sua1 CY•.ri1,cl•ni.rt.ia.-s.,r„•.w,r l i 5n w[•1.1 i111+::i1;1 ir 1.1W;F 7 i1.•n:.tiirwtir"r.ari,'v'i aZTrt[:Ir7>`..: taLiCri tJt l[7 l iiVr3'=`.IFS[IC E FiC El EIL<©rt FSii',iDEE 57®C fl roaillat.Iltiit t/c3,![Y^SivF!il7[!-irrlFfrtirrf, ltar iill• oGJKXMKuarr:rr.-LSl:1r fSCHvc V, -VM IVO t7SIIarLumn,lrM" lllcfi' l[iS lJ47R 6 is31 CFlt7T FCSi[Il[Cl ilEf vc-i"':'70 i vcT d.7i[9G[Oc1G3i1f7 ilCiiVLt17`f[l CLsa '^I7 Ricwfi:]r aw VLi![]C i aqua_: iaasur•a<<^tc rvcu lt vrs>wc V[ICS h!!!®mri 1,7itGI m[L;7ET'1Fi7^lEtSaF7t;r!lfi'f1i4141t m®FI ''F l)vsi 17, ri";?Sn7[aG']i r Ctfl tl C 4fi iiii! Fi aF"r9mC'Jffrr•1 illC l7!717 WiC' 7[Fi7Ei7f'.i EY'i1V T3 r a Lltt7 fSCS[R'17E S1a1:Lli::1d:>a[FL-[.Lf[SC E>C i k-jI`Fl i>a©C1d tic -31" ysKanFI!'71.. FMA rfiC 1[x('.ri:rF-"--'1 1`-"''T e rr 2"[-aKrJ.iffrr:XEMIFE >.ao fL1Gy[•lF7t:ff"FI L'.:I[1171Yf c7LJ,-i[FiCi F]C'yfa Iri fi T. r-r.::,, 1-.,,.• rTrte+a+T!•:>F_ru( 3PAi•wuIIr2 b FiC•7YGC,i rFiCSi[WYARLLAItZ"QA.T,'F?!!/EEi3 lF3GCJ r tT! L1:Y61tlli.S L`LPllJ"1:•_tJ: 1, Ci'J rG]i AS_;IrL•!ilAL"J•fc>. 1SiF iKj"vwmaumL:ir1:;1R.a 1 R.Y!^•, 11, a'0 1L.r•FWAN UtYI 3FJ ii©atib r=•.7. ti ": r - W"rL- M[nF-- MG,...:r LJ oma[ rry res[ r•. zrrr arrrra A u r :>.:a er,s r r:t. r rrl ri 44k- filH7ill;1.l[a:1aYFl1.];w;Wt.i:Jl;wHa ifl(1+r 1' 1{H:Irl]AI(a'r F1b7'w'P1LI:McaIC'6 1/•{:/l f m -. Ir. J ) y.:°. ,': v V .,, j T.P ;a,.., iti`;-,. E" _ G. n-•!.>• _ alL.ili::r• 14.i:L a'1 '7CiI;l71:M7ia•iH lu.: 1 IMA lit: I.Yi Yif C aeaF aanlnry 1 OA119 FOR B' PRECAST 8 PRESTRESSED n• aaseaSs Csm[ seL ® u i NRtEte . SAFE UPLIPT LOADS FOR 9' PRECAST & PRESTRESSED U434TELS 0sr+NW SAFE LIFSAFELOAD- POUNDS PER LINEAR FOOT TYPE as ea m ntes 947!9-0 94710-06 VN -00 eFDe•-0e eF7i-® LEN7mH 765 415-15 Ism to ane -a9 WM-19 W14-te etts.0 959-16 3' -0' (427 PREgdT 2231 am 3009 3719 460 610] 0113 9707 7017 SON e74 an 1194 legal Itm 4-0- (467 PRECAST 7666 nM2047 1 2151 495 3020 0113 410!0 7547 911 974 7174 1=4, 0107 11W9 L-0' (3417 Pi1EG1ST 1509I 2149 1 2110 4313 2471 1113 3753 7500 4310 1672 6100 1aW ern 1106 5-4' (647 PRE= 12V lac me mei 7517 7su eT3s 404215 6-t0-(rlil PREOLST 1002 1451 ISO, R—tM 110 931 4790 7040 a 2349 Sone 718r 3M 636 6,-8' (767 Pfti A1T 902 lase 123S 16'-0(1847 PRESTRESSED 345 71171 QII 3m 1300 4310 SKI ei9 Y-6' PRFCI44f 7 wit WII2615 le' -4'(2721 PRESTRESSED 2M 96 2446 661 3191 Met 346( 11729'-4 1127 PFISAST 551 mleas=434selate3711715 N.R. 160 2544 316 MR 619010'-6'(1267 PREOW 475 w w los 120 ISM 256 2013 577 2741 at a3 go WIN 11'-4'(1367 PRFGeST 362 Sea S52 Me 11 1740 1345 1141 1616 ZW 2123 NV SIn 4001 4006 W -O' 144 PRECAST7 337 540 s10 673 an 1254 1231 1664 1661 2193 zw 2W5 2m5 7552 7452 13'-4' 1 PIffCASr 226 al al m 76 1074 1073 1475 1470 1616 1038 2.116 We x103 2167 14'-0'(1677 PRECAST 279 R1 Ni 711 701 tom 1002 1379 1321 67 IM 21V 2527 eco 200 1!-6'(1761 PRLSVIESSED TUC to 156 765 Oe 13M les IOU No 2245 wt 2517 a 2712 15-47(1641PRFSIRFSS NTL gg 442 NR 710 ee 12M N6 537 e4 3 66 73310 2513 IY-0 (2067 t IWQI6SSTD NA. 8 740 la 50 Iae 130 111 1179 NA me Ia I leo la 2w 19'-4(232"1 PRFSIRESSED W R, 735 011 4113 Iw 7, tel 1031 wl 1113 Ne 1 1515 al 016 21'4(25nRES,RLSSiO NR Ito 340 91 W Hsi 1356 016 V -4f (2647 PRESIRISSID RR. Ia 16 N9 310 650 la 7114 IW la I 1204 NR 417 247-0'(2987 PHR0 TWI NJL IZ• 741 IID tM 160 let 154 431 414 101 107@ A 571 A SAFE LIF LENOTA TYPE: 8U6 6F8 I RGAU 3'-6' (427• PRECW 1025 1024 1598 4'-W (461 PRE W 765 763 1309 4••-e ,(%I PRMW 592 591 1073 5'-4' (641 PRW" 411 411 745 5'-10'(7n FRMW 340 339 616 6'-6' (701 PRmm 507 721 490 Y -IC (9* DREW 424 634 363 9'-4' (1121 PRECAST 326 • 512 1 230 10'(1267 PRmtsr 264 401 180 11'4 (130 PR8'AST 260 452 154 12'-0'(1441 PRE= 244 402 137 13'-•4 (1537 PRECAST 217 324 110 14'-0'(1667 PRECAST 205 293 100 14'-6'(1761PRES N.R. 2$4 91 16'-0(1847 PRESTRESSED N.R. 259 53 17-4'(2067 PFUMEW N.R. 194 64 le' -4'(2721 PRESTRESSED N.R. 148 52 21'-4'(250 PRFSIREW NR 125 42 Z2'-0• (2641 PRESIRM N.R. 116 40 24'-0'(266) PRFSIMSED MR 91 1 33 owr.eoaWSAFE LOM -POUNDS PER LINEAR FOOT TYPE e1e-rt a I IR6-it Elle -rt 4MAT erze-a 8W-17 LENGTH 919-5I AM -21 I IRS -21 i475 -W 02+4ff WA -V aa>_a 3'-0'4 PM= ti® lag 218 alas 4324 1594 S70 S255 62 622 1101 7401 C (187 PRECILtiT 1710 13m3m 2305 3010 3010 Ale an am sm 0016 sm 4-8' (541 PRH & 120 2111 3315 Ntl a I am 1711 7010 7701 3375 100 all 6378 6, ( ' PRECAST 1011 late al 1716 1371 1 7226 1 tele 3m 1 336 1 i Mel 41522 4822 6'-10'(70 PRECAST 915 9" 193 1517 I 2MM 293 1 IS93 3101 3107 SM 033 CAI 4W 6'-6' (751 PRE2i4ST w w 1 4408 230 270 3751 351 n 3712 Y-6' (607 PREGSr 7 1U 1 tai 1126 full2075 ems 2 2576 2w 2822 3140 975 9' (1127 PRECAST 61 01 602 106 1311 Sao 1647 wl 169 2 250D 119 10'-(f28 PRgA1T w 030 9715 66 Me I= Ilea 1472 101 178 209 2011 2349 ll --4!(1361 PRO%5T 154 491 50402 m 407 1W7 1372 1II ITA 1513 tliS 179 2167 1Y-0'(1141 PREcasE 159 473 US SW 774 910 911 1302 II ISO 1311 tet 125ad 2475 13'-4' 1 PREOAST 419 in. 340 40 611 Ro 711 119 9M 10 Ito I 1373 ed lid? 14'-0'(1661 PIaECAST 394 410 425 540 m 154 oc deg 4391 1054 Ila lm 1161 14 8 {1767 PERRMW v216 734 395 M e8 0: 10 125 1 ce Sig lu1 1734 15'-4'(1647 PFIESTKM 730 313 341 40 116 677 own 76 12 911 1440 10$4 9 17'-4'(2067 PIS la 3m tae 74 106 751 1II0 to' 4'(2J2')PRFSIRfSSm Ia 2L w 415 ev 715 ag tie 96 179 127 M 09 1z7/ 2P-4'(2$6) PRESTO 142 742 901 f0? 307 373 SII 97 9 721 106S too IOm 2'1'-O'(26d1 PRESTRE.i$fD 137 137 117 733 7i! 313 379 313 ddi 16 QIe 963 931 61 124 1N I 1!02 267 319 347 435 to 401 492 0 511 THE NUMM IN PARDTOIFSiS ARE PEIVENT ReACIONS FOR CRADE 40 • SEE OENEFAl NOTE NO. 18 ON SW 3 OF 3. (/) r 9515 RR KI1R111 Imuwiairu ml 11 u w FBA SEE CENHtAL ROTE NO. 4 ON S W 3 OF 3. 4 EFIERAI E1111E NO. 4 ON SHEET 3 Of 1 FIELD ADDED R 4Y9DDIlCT -7 0 uMramply tug dN Ruth WoplyugalAmo91a61b tarWh }• EN' P6000CJ'A8Y1WD AuOL.ig CbJc - , CRbrdll, y, oZ2'7•!$' .14,.P010 : o '* ad7adwinmoawe. zi 1 %I MWPSyWJM ! cy . '•. l P, 6324CFIU9 SEE GENERAL NOTES - SUET 3 OF S aUo1 i ••.OR1•.•' 6EFfNEFLR. 44 n Bio 5 FLPELIC.NO. 44750ME 6 rrr4741444` tin fiE7 mac CAST—CRETE 8" LINTEL FABRICATION DETAILS m94mo 011511 14 sawn 045 rAme, 7i - Ilml® 4401 stAle WF m 12511 0110 61/41/31 47 ro CWI K - Q6 LL IOlt Olpip 4101 Sib 2 Of 3 SAFE GRAVITY LOADS FOR B" PRECAST wf 2" RECESS DOUR U-UNTELS THE NUWFERS N PARFIIOIE.4L4 ARE PD1CW REOOCFIONS FOR GRADE 40 FIELD ADDED REBA& SEE COWAL NOTE NO. 4 SAFE'. LATERAL LOA118 FOR 6' PRECAsTvd2" RECEB9 DOOR VA911TE8 SAF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE a6aN IFI eQtl 427115 4'-8' (547 PRECAST 42626-a LENGTH 10-1116 tua 4e sfla-u W144-ae se 1 wu-1 wn-le euro - 4'-4' (521 PRECAST 1655 17u 1660 3SS SNf 3560 5202 4340 sag amsuf I0110 ela bas 1607 742642 4'-8' PR[TAST54 1494 1565 a5s 3003 3No 2903 3206 so 4946 Io10 61124 643 6901 lova 5'-8' (687 POCAST 866 020 1710 1715 297 Y09 3402 3060 MIS 493 lin 210 4557 055 10 MY 11111 5-10"(70" PREG:SI 876 e0 160 Isco 2u4 an 31711 3660 V-10-(70' FRMAST los 1113 2x1 4242 lase J=a 4112N colas 6'--C (807 F F ISf 797 101 1623 31m Sole 7147 6113 4210 579 1 057 100 3120 WA 76115 Oae 1 11-6' (907 PRUASC 669 70 HN Yu9 3776 6743 rM 5423 I 21N 766 IUD 2459 3716 6743 13641 I 10r) PF IEW411 aq 2166 Ni 1566 Yeu 3926 4091 310 151 1 626 636 IS56 279 3121 1 569( THE NUWFERS N PARFIIOIE.4L4 ARE PD1CW REOOCFIONS FOR GRADE 40 FIELD ADDED REBA& SEE COWAL NOTE NO. 4 SAFE'. LATERAL LOA118 FOR 6' PRECAsTvd2" RECEB9 DOOR VA911TE8 0 SEE C04M 6607E 18 GEMM I) SAF LOAD LENGTH TYPE 8RU8 8RF6 R*MU 47-47 (527 PRW" 758 757 1164 4'-8' (547 PRECAST 894 693 1073 5'-8' (687 PRECAST 408 407 665 5-10'(707 FW.AST 382 381 616 6'-e (807 PREfyISI' 595 788 464 T-6' (901 P10CAST 509 674 363 9'-8' (1167 VARYST 370 490 214 0 SEE C04M 6607E 18 GEMM I) 12) W rddad Y•9.1 S' p1 mld".ra ldaIWb tinabmpbl® efa4 am w 0-WA 3 14 lewdp7ri°naaa 1191 agf_N15 Nr Yd. lir i Oi. fe/rY,°V1W.la lfian 0-4266 rr 136{ VM OaA 270 h r.ba6.1 Aml CA0"Y i arSbdlaini IA 7) A ab Yd E Yu1 a .iia •6110 *W 9, T, iM 1642¢7_ fr H`I hp i1D_ }I mW M W raYOO SM i Wm dd MI t ' to fir achy 60d W*b .d dec o 1. bw 060 rol Yv bw 4. lS i6r !6 ! W ii 14 fa W0- YpO. M deo i. ab 106 lam aLL bqd kO den. 4)1h[b 66 muf Id a6 610)0-16. 17) We bb 0. addgad it.Jc lad A.40 G b °rra0- WmbWdf p.dr 110 rAcitl 60 pcal nbcac (x 16) $dc Was lad -Wed da¢ 0i4b,6a All 09 of AO SY lSi 4266642 6 M 1ay 6501 W 69 m o mrct naaY eci.wON>ti1V 1.421 M QYd fa dY>b YbF. a eelm and vand 242 ft" 6 01tr -i' ca *or o1cS 011006 !rt00ilCf NF]aEWrD bVa MODsI(:r muGq Oc FImM 6cIDfh°ac aac tY6ceoi ch•Fi 0s..Old Oft a42424.11 • A wtthf%dZ 7) 0. IT rder fel b. 9&&10 Ir b. 15 rsWw PuFft D* GA 171 6) ybomehF9.%. l 64211 aq6 r1UnaOa 414,." D1IL a ca- •°cla0mn I ca6amli c°fo6 dnrd 4•+ai OlaQs 11) Alba Q1Y aHe! fdra b h bold d 871 680. Y be Odd 42.107. I/2' UR SEE SAFE LVM IOAO USIZiFOR L@0 RA7l10 FIAFOR Wco 'co T lloopE ROR SAFE UPLIFT LOADS FOR B" PRECAST w/ 2" RECESS DOOR U -LINTELS va> jQeie SAFE LOAD - POUNDS PER LINEAR FOOT TYPE e1n-1' 0-1 °QR4-1 16-1 OW -0 AVJG-rr LENGTH a66 -2r o x614-21 IM GMZ--f lalFe- WM- 1,a fK{ELiA$T 16% 4242 3055 3751 4M6 6140 go 166 2372 1 m1 440 5149 1'-6. (541667MW 169E 2172 ee 3107 4D5 4%3 OR 104 202 2502 3607 MIS 493 5'-e (681 PWAST M 1 7107 It= num 332 3611 IS Ilse A 0011066 61s IM tm ale 2051 3M 3711 V-10-(70' FRMAST los 1207 1748m MW 2nd M J=a 1769 656 ru; 1710 2'!® I vn 1 3w Dw 8'-8' (007 FRECIISf 570 579 1 IQeo 2NON We ins 647 IM 196 1960 2129 290 3720 7'-6' (907 PEW 5011 742 w I 21N 2617 666690 1364 067 2166 aq 2166 9'-8' (1187 PREM 11s 411° 1222 151 1 2166 9s 642 07Son 1306 1 2016 1' Fftmcrit :lOb f) THE NUMBERS N PARENRFESIS ARE PERCENT REDUOBOFLS FOR GRADE 40 OdMI1169P1odd. 421 FRO AOOED FIEHAR SEE DOM HIRE NO. 4 CFtAI O 69241X11679CR6M A TYPE OESIGNATtON FF rau0 07m Ci971N V f®u wer 1 na tsarr BF16--1B/1T r IS At TOPno y -r 1-th'oe7N IS Ilse A 0011066 rR0MCTRGvww R LIM 04w 19E32 rc`y °fid 4S'. -A _''- Arn01 11Nf1601I LNP a I7 s"rmticMgWd. r UXWA L 1' Fftmcrit :lObOdMI1169P1odd. 421 CFtAI O 69241X11679CR6M A 6MM FL 83664 6 DETAILSr3r:Fa!slafli-rl;rar9ctr_sr u:r2:r- Jdcrld;uule•1avlyla_vrlL:n „y„: 1.. •,`..' iT•,:,%- -';1;t_;'ij?,: t_Iia:c.r•1y-u;•ri lr m:lr zr27a . ; JAM ...';, 11a:rniy n ri:ca sz Lri re CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 g4 3 Documented Construction Value: $ L4 LP , O Job Address:33 3 Sc fFr-nc1r,,h LCQ,o Historic District: Yes No Parcel 1D: ResidentiaLq Commercial Type of Work: NeW4 Addition Alteration 1:1 Repair Demo Change of Use Move Description of Work: NP L0 j,5D 0 ML-) , C-N,pr( ) ) r..P Plan Review Contact Person: Phone: Fax: Email: Title: y Property Owner Information I lName - j v, I I 1) QTn S Phone: 4U7 Lr 4q - 3r7 U7 Street:b n n vk)LctYra1L3 ) a ' Resident of property? : O City, State Zip: ' R rn0 k 1- ` 13_ J ZJ 1 n j --` r C ntractor Information Name-}(,i Yll r U.CC.1'1 )C 'l- Phone: I' O - 6) Ll Street: C_;C( n Fax: L10_7 - (D * 9 q J ) City, State Zip: . `r _ - State License No.: E-- l ; LID y Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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 Revised: June 30, 2015 Pcmiit 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 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 plait 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 tine 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. Signature of Owner/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Datc SMS F- s)Rr brcd,- Vrint on ni's Name itnL Signature of Notary-S1ate of Florida Date swypfer, PAMELASTERNUS Commission # GG 110622 a,1ri'No Expires August 7, 2021 0'" SWedTruh0polHaterytmkn Contractor/Agent is 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: 11EX4 Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANF BUILDING & FIRE PREVEN PERMIT APPLICA Application No: Documented Construction Value: S -3 Job Address: 38Ck3 l..w;2 Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New B Addition Alteration Repair Demo Change of Use Move Description of Work: Fid- Plan r Plan Review Contact Person: i3f c n s (oma Phone: Fax: Email Property Owner Information Name Phone: Street: City, State Zip: Resident of property?: Contractor Information Name Q . S . k -t •e_L*!4 P f Luw-b ( v \ c, Phone: -4 2-4- 2 Street: Ci 01 62J. Fax: Lf O -+ City, State Zip: O. -I cx nolo ; 31,P)2,4 State License No.: Name: Street: City, St, Tap: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT. FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating eonstruc in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pe furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as w: 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 requii ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submir al. 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 val je, 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print O%vncr/Agcnt's Name Signature of Notary -State of Florida Date 1cc'- Signature of Contractor/Agent Date P—Xi cT tc-k'P Print Contra nt's Name Signature of Notary-Statc of Florida Date PAT JAY OAAtle115510 Y FFM RPiFES: Aug 25, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: 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 y r 9701 Bachman Road Established 1973 9507 State Road 52 123 Miller Road/ Orlando, FL 32824 www.RJKleily.com Hudson. FL 34669 Valrioo, FL 33594 `" 407-855.2636 State License fl CF -002031 727-863-5486 813.661-0707 iELT4 Page: 10FIR.J. K Proposal No: 71 7-1 3530 PLUMBING • HEATING • COOLING Proposal Date: 7/26/2017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greemvood Blvd. Suite 124 Model: Magellan - 2260 Lake Mary FL 32746 late In accordance with specifications below for the Sum o1: $7,760.00 We Propose hereby to furnish matedal and labor - comp Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be ppleled in a workman like manner according to standard practices. Any alteration or deviation from specifications below Involving extra costs Will c only upon wrilten orders, and will become an extra charge over and above the estimate. Ali agreements contingent upon strikes, accide del vend our control. Owner to c rile, t rnadr;ar d oth necessary Insurance. out workers are 1 covered by workers compensation fns ce. f _rf i`''t Q AUTHORIZED SIGNATURE: THIS PROPOSAL MAY BE W RAWN IF NOT ACCEPTED IN 30 DA We hereby submit specift and ales tor. Master Bath Up 1 Shower Sterling Accord 60134 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lav By Budder With Moen Chateau 64925 Chrome Faucet 2nd Bath Lip 1 Tub Sterling Accord 60x30 71140120 White With Wells And Moen Chateau TL183 Chrome Volvo 1 Toilet Gerber Maxwell 21-9121.28 While Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 3rd Bath 1 Tub Sterling Accord 60%30 71140120 White With Walls And Moen Chateau TL/83 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 1 Sink 1 Faucet 1 Disposal 1 Icemaker Line 1 Dishwasher By Budder Moen Integra 67315 Chrome ISE Badger V With Cord With Recessed Box Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baddilling Included For Sewor & Water Only (Slab Backfilling By Others) Backflow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance; Additional $12 per toot 40' Water Allowance; Additional $3 per foot Applies to any deed contract between an owner contractor (RJK) - Notice of Lien Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - Thoaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made Eoutlinedabove. I agree to pay reasonable attorney's fees court costs in the event of legal action. A monthly service charge of 1 112% virll be added after days. Any sewer taps deeper than 412 feet or requires backhoe or dewatering will be an extra charge. SIGNED —1,Y1i: CITY OF SkNFORDAY 1 v 2`3 FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: IS -q/3 11 Documented Construction Value: S 5070.00 Job Address: 3893 Saltmarsh Loop Historic District: Yes No[Zl Parcel ID: 17-20-31--502-0000-1690 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: HVAC new construction with equipment and duct work. 1- 3.0 Ton system with a 5 kw heater 14.0 SEER 8.2 HSPF Plan Review Contact Person: Connie Kulp Phone: 407-886-3729 Title: Executive Admin. Fax: 407-781-1654 Email: connie@energyair.com Property Owner Information Name Starlight Homes Phone: Street: 1064 Greenwood Blvd Ste 124 Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air, Inc Robert C Kulp Street: 5401 Energy Air Court City, State Zip: Name: Street: City, St, Zip: _ Orlando, FL 32810 Bonding Company: Address: Phone: 407-886-3729 Fax: 407-781-1654 No State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 61" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 1"s Signature of Contractor/Agent Date s Name no ft Notary PuDIk State of Florida Connle Lee Kulp My Comtroallon 0010696 Expire$ 10/20!2021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - It of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- January 1, 2018 Permit Application WORK ORDER k Wr 'ZA7(?d Date: 1/26/2018 v~ v 145996 Subdivision Phase Bld I L/U I Blk BILL TO: Starlight Homes - AWH ADDRESS: 1064 Greenwood Blvd Ste 124 CITY/STATE/ZIP: Lake Ma FL 32746 Lot / Sub: Job Address: City / State / Zip Model/Bldg: Wyndham Preserve I 1 169 3893 Saltmarsh Loo Sanford FL 32773 2260 Magellan Order Taken By: Job Contact: S Woolwine Job Phone: 4077301311 Date Requested: Date Required: Equipment Brand: Carrier 14 Seer Heat Pum A/H-1 or Furnace FB4CNPO36LOO Heater or Coil CE2401 COS CU -1 CH14NBO3GOOG T'Stat: TH6220D1002 Filter Base N/A AHU Location 2nd FI Int Closet Efficiency 14.00 SEER / 8.2 HSPF R-41Oa A/H-2 or Furnace Heater or Coil CU -2 T'Stat: Filter Base AHU Location Efficient Permit Information: A/H-3 or Furnace Heater or Coil A/H-4 or Furnace Heater or Coil MUST BE ACCURATE AND COMPLETE: Bldg. Permit# Township: Sanford CU -3 T'Stat: Filter Base CU -4 T'Stat: Filter Base AHU Location AHU Location Incl. on Builders Permit: No EAI Pulls Permit: Yes Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Y81SOA1017 Qty 1 Builder calls inspection: Yes EAI calls inspection: No Zone Kit #1 Zone Kit #2 Thermostats ZD1 ZD2 ZD3 Ventilation Cost: 402.56 Transformer ZD4 Surge Protector ByPass Damper #1 B Pass Damper #2 ZD5 ZD6 ZD7 PO Numbers Qty Yes Grs.Stamped Stl. 14 X Grs.Stamped Returns 8 X Grs.White S/A Adj. Grs. R/A White Alum 2 X Kit. Hood Duct: Kit. Down Draft Duct: No Flue Pipe: Filter Base X Mery 8 Filter Elect. Air Cl. X Conc. Slab: X Heat Recovery: Qty. Yes No X X X X X X fan 80 cfm BFQ80 3 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Estimated Estimated Invoice Due Date: Task - Description 03 -Fabrication Labor Hours Cost 1.98 24.95 Rou hin 2,500.00 27.30 409.43 7.00 119.00 Trim 2,500.0004 -Installation Labor 06 -Piping Labor 14 -Kitchen Vent Trim 1,274.6502-Material/Tax O1-Equipment/Tax 09-Permit/Other 1,482.48 Permit 70.00 110.00 1.42 17.95011 -Delivery Labor 20 -Pull Material Labor 2.85 35.91 Total Contract: 5,070.00 1 2.50 42.5012 -Startup Labor Pro ect Summar Job: Starlight - Wyndhamk" %WR' htSoft" Y Date: 6116/2017 I Entire House By: Energy Air, Inc Plan: 2260 S Magellan 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner®energyair.com Web: www.energyair.com Project0 0 For: Lot 169 - 2260 SL, Starlight Homes 3893 Saltmarsh Loop, Sanford, FL 32773 Notes: DP --,ion Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17353 Btuh Structure 15512 Btuh Ducts 2176 Btuh Ducts 3236 Btuh Central vent (47 cfm) 1319 Btuh Central vent (47 cfm) 900 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20848 Btuh Use manufacturer's data y Rate/swing multiplier Equipmenf load 1.00 19648 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3073 Btuh Ducts 314 Btuh Central vent (47 cfm) 1382 Btuh Heating Cooling Outside air 4769 BtuhArea (ftz 2310 2310 Equipment latent load Volume (ft3) 20003 20003 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 24417 Btuh Equiv. AVF (cfm) 137 70 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000B Cond CH14NBO360000B AHRI ref 8068612 Coil FB4CNP036L AHRI ref 8068612 Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating input Sensible cooling 23100 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 9900 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1105 cfm Actual air flow 1105 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 32 OF Backup: Input = 5 kW, Output= 16034 Btuh, 100 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofit' 9 Right -Supe® universal 2017 17.0.28 RSU02534 2018 -Jan -1912:44:40 Page 1 ACCK ...Specific\Wyndham Preserve%Lot 169-2260 SR.rup Cale = WS Front Door faces: E Jor, CITY OF SFORD FIRE DEPARTMENT Building A Fire Prevention Division PERMICT, APPLICATION Application No: Q 01 Documented Construction Value: $ 45,000 Job Address: 3893 Saltmarsh Loop Historic District: Yes No Parcel 1D: 17-20-31-502-0000-1690 Residential(] Commercial Type of Work: New Addition Alteration Repair Demo[] Change -of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Emau•brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Phone: 407-708-0163 Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : n/a Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: n/a City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: n/a Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code Revised: January 1, 2018 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 win be done in compliance with all applicable laws regulating construction and zoning. Signature of OwnedAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 20. - qiadll— Signature of Controctor/Agent Date RoA r,d vn Gi b as Print Contractor/Agent's Name zy Slgoatum OfN&ylfyte of Florida F/RRK l NCUeY Pubo, - S- OI t'tOrW Commndon+GG 196665 C. fie. / My cm. twaes Jw ll, IDu aw*d tlrou wtiaw wtuy assn Owner/Agent is Personally Known to Me or Contractor/Agent iso P0rs antJdlp-In to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: Revised. January 1, 2018 UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application sn CONC WALK NXv NORTH BOUNZ1,4W N NZm 0 -Description AREA = P _plot a t o • m til a wof SW o -co 40.00' mag U SIR Woo SW -Sidewalk d T 2 STORY c o RESIDENCE M 0 GTI -Grate Top Inlet tight Pole 83893 3393 2414 Afsh J1401 0--0- M - w3 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE', City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' FINAL BOUNDARY SURVEY LOT 167 LOT 168 $ WYNDHAM PRESERVE LOT 169 PB 81, PG 93) LOT 166 SIR 40.00' CONC WALK NXv NORTH BOUNZ1,4W N of LOT 169 R -Reported LOT 169 0 -Description AREA = P _plot 4,400 S.F. i PADF,;PATidm; B D4 -Water Valve P.8. -Plot Book O' -Fre Hydrant o -co 40.00' 6.0- 28.0 SIR m -Telephone Box SW -Sidewalk d T 2 STORY i8 -Utility Pole RESIDENCE Guy Pole GTI -Grate Top Inlet tight Pole 83893 i --Guy Anchor SALTMARSH LOOP i PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole FFE= 30.74 m SF -Square Feet ai a 7.3 U FMGD -MAG NAIL do DISK 4,VP4-Irrigation Control Valve i = PC n a SPKO -Set P.K. & Disk L87768IR Gas Meter iI7 c O 0 PCP rn 36.00' CENTER] UNE rcr-roof4,d mint ILEGEPM:ADUSSO-Access/Drainage/Utilities/SidewalkLB -Licensed CONC WALK NXv s.a' N PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P _plot FFE -Finish Floor Elevation 0. . -Deed Book Water Meter B D4 -Water Valve P.8. -Plot Book O' -Fre Hydrant Pg. -Page o -co 40.00' M® Conc. -Concrete 589040'51 "W, SIR c O 0 PCP rn 36.00' CENTER] UNE rcr-roof4,d mint ILEGEPM:ADUSSO-Access/Drainage/Utilities/SidewalkLB -Licensed ueiness BFP-Backflow Preventer Sight Distance Easement S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light P _plot FFE -Finish Floor Elevation 0. . -Deed Book Water Meter O.R.-Official Records Book D4 -Water Valve P.8. -Plot Book O' -Fre Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RC04-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk E) -Electric Box FFE -Finished Floor Elevation i8 -Utility Pole Cl -Curb Inlet Guy Pole GTI -Grate Top Inlet tight Pole P.U.E.-Public Utility Easement i --Guy Anchor RCP -Reinforced Conc. Pipe OU --Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Corner Set (Falls in Water) 49 -Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole O.U.E. -Drainage/Utility Easement COo -Clean Out FMGD -MAG NAIL do DISK 4,VP4-Irrigation Control Valve P.K. -Parker Kolon Nail 1, -Sign SIR -Set 1/2' Iron Rod L87768 W04 -Gate Water Valve SPKO -Set P.K. & Disk L87768IR Gas MeterFIR -Found 1/2' Iron Rod L87768 Existing Grade FlP -Found 1/2' Iron Pipe L87768 d -Blow-off Valve FPKO -Found P.K. Nail &Disk L87768 -r-Orainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM L87778 Note: Some items in above leaen Av-Built/Existinq GradQ may not be applicable 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. LOT 165 SIR LOT 170 F10'UTILITY EASEMENT (P) CONC SALTMARSH LOOP CONC CURB 50' RIGHT—OF—WAY PCPPRIVATEROAD) S 89'40'51" W 555.98' D SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and Is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights-of-way, set back lines, reservations, agreements. and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are In feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plat of VYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey Is Intended to be displayed at 1 20'. 7. All boundary line dimensions are field measured unless otherwise noted. 16-96 PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C -0765H. in Flood Zone 'A' DESCRIPTION: LOT 169, according to the plat of "WYNDHAM PRESERVE", as recorded in Plat Book 81, Page 93 Public records of Seminole County, Florida Last Date of Field Survey., 08/30/18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter W-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Se 'on 472.021, Florida Statutes. GeoPoint Surveying, Inc. J es D. Leviner LS6915 Drawn: RCA I Checked:JDL I P.C.: Data FilwerbsorfAst-Pmt RIDA PROFESSIONAL SURVEYOR rk MAPPER NO . .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/31/18 Dwg:tAlatonfmt-lattti9 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: w f l3--6tI's ENVIRONMENTS FOR V' p0 SITE ID: 309732 LOT: 109 BLOCK HOUSE: 3999 STREET: SALTMARSH LP CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT: 9098TAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NDP 101102017 PROGRAM: HERS1100% TESTER: EFL IECC: 2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3093 SALTMARSH LP, SANFORD, FL 32771 TEST: BLOWER DOOR RESULT: PASS TESTER: Do» Rftob DATE: OW11MM10 TEST NAME CORRECTION BUILDER RATER WANEEDEDVERIFIEDVERIFIED 5.1 Adis Acosss Panel tfully gasketed and Insulated x 5.2 Aft drop-down Stair (ftdly gasketed and inmdatetl x 5.4 Recessed Ughbng Fudums (ICAT labeled and sealed to drywall) x 5.5 Whola-house Fan Qnsulated gasketed to the opening x 7.3 Fresh air ven4lation installed per program spea x Blower Door Ream P_ T m BUILDING ORIENTATION PROGRAM CODEPROGRAM CODE VOLUME CU. VOLUME CCU . SHELL SO. Fn L SHELL ISC 1 WA 119.508 10 10 PROGRAM CODE PROGRAM CODE PROGRAM CODE CFM 50 CFM 50 ACH 50 ACH 50 % of SAKI % Of Sh 7 5.18 Mel Bdrm 0 Bdrm 21 0 I Bdrm 31 0 Bdrm 4 0Bdlm 0 0 Rm 1 0 Rm 2 0 Rm 31 0 1 Otter 1 0 CO Deb m Ilam LooaOon Mradadtaor Name Model /1 Model 02 Model A Model 94 SYSTEM 1 ErwW Star Oua0M0 7 AO SMITH ENT 50110 SYSTEM 2 EMd-d UgMrq PeduW? x SYSTEM 3 W or> Of HardwlrW Ugft Must Be CFL Or LED x SYSTEM 4 Low Flow Fauoeb, To1Mb *W x SYSTEMI P rammable Tlwrmo$UV x CmNed Green Pogrom Level Retpdres Vlsuel Inspecdon sbm Ilam LooaOon Mradadtaor Name Model /1 Model 02 Model A Model 94 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER NA SYSTEM 3 WATER HEATER NA SYSTEM 4 WATER HEATER NA SYSTEMI FURNACE NA SYSTEM 1 HVAC OUTDOOR OUTSIDE CARRIER CM14NB036 ABOVE GRADE WALLS REM UNIT NA SYSTEM 1 HVAC INDOOR COIL NA SYSTEM I HVAC AMU (HEAT INTERIOR CARRIER F84CNPOWPUMP SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AMU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 WAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM 4 FURNACE SYSTEM 4 HVAC OUTDOOR UNIT SYSTEM 4 HVAC INDOOR COIL SYSTEM 4 HVAC AMU (HEAT PUMP Ski 111 rnwra crrcr1o1raT1nus BUILDING CHARACTERISTICS ASDESIGN -VALUES AS BUILT -VALUES COMMMENT 0OFBEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R -VALUE REM NA NA DUCT RETURN R -VALUE (REM) NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: DM Rwolle DATE: MI 2010 m m eaur_ eecronrernuo TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFKM)TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 3 SO FT. SERVED (CFA) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE TEST: DUCT BLASTER RESULT: PASS TESTER: Dm Rw b DATE: MI 2018 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGESYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGESYSTEM 2 TOTAL DUCT LEAKAGE (W OF CFM25)ACTUAL IMICFA)ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE _ SYSTEM 3 TOTAL DUCT LEAKAGE(% OF AS DESIG. AWES IIrT V U COMMM PROGRAMMABLE THERMOSTATS PRIF YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION PRI INFILTRATION HOUSE LKG ACH REM NA H : 5.18 C49:5.18 ACH Q 50 Powels FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL K REM NA NA VENTILATION FLOW REQUIRED (REM) NA NA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION K OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRSIDAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR(PROF) FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPECS PRIF INTERIOR % OF CFVS PRIF INTERIOR % OF LEDS PRI INTERIOR % OF PIN -BASED PRI EXTERIOR FIXTURES % OF CFUS PRI EXTERIOR FIXTURES % LED'S PRIF GARAGE FIXTURES % CFL'S PRI GARAGE FIXTURES % LED'S PRIF DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE (PRI SLAB TYPE PRI SLAB AREA PRI SLAB DEPTH PRI SLAB FULL PERIMETER PRI SLAB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NA NA TOTAL CONDITIONED FLOOR AREA CFA SO FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET SYSTEM 1 SO FT. SERVED (CFA) SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 1 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 2 SO FT. SERVED (CFA) SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFKM)TARGET SYSTEM 2 TOTAL DUCT LEAKAGE CFM25) TARGET SYSTEM 3 SO FT. SERVED (CFA) SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET SYSTEM 3 TOTAL DUCT LEAKAGE TEST: DUCT BLASTER RESULT: PASS TESTER: Dm Rw b DATE: MI 2018 POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE SYSTEM 1 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGESYSTEM 1 TOTAL DUCT LEAKAGE (% OF CFM25)ACTUAL CFA)ACTUAL SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGESYSTEM 2 TOTAL DUCT LEAKAGE (W OF CFM25)ACTUAL IMICFA)ACTUAL SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE _ SYSTEM 3 TOTAL DUCT LEAKAGE(% OF TEST: DUCT BLASTER RESULT: PASS TESTER. Om Rmb DATE. 061102018 CFM25) TARGET 101 (CFM25) ACTUAL CFA)ACTUAL SYSTEM 4 SO FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE00 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE - SYSTEM 4 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM)ACTUAL BUILDING SPECIFICATIONS INENN BUILDING CP.WtAClERIV.nAS DESIGN - VALUES AS BUILT- VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM NA 0.032 CF,M25 gCFA TOTAL DUCT LEAKAGE REM NA 0.121CFM25 QCFA FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3893 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: 3893 Saltmarsh Lp (Lot 169) Jurisdiction. Cond. Floor Area: 2260 Cond. Volume: 19508 Envelope Leakage Test Results Leakage Characteristics Regression Date - C: n: R CFM(50)- 1685 Rinnla nr Multi Pnint Tact data ELA• 93 EgLA. 219 ACH: 518 SLA: .04 ACH(50) ' : 518 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. 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 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 Individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, Intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1 2. HOUSE PRESSURE FLOW 1 50 Pa 1685 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 cfm 5 0 Pa 0 cfm 6 Pa cfm ELA• 93 EgLA. 219 ACH: 518 SLA: .04 ACH(50) ' : 518 For prescriptive projects, tested leakage must be —7 ACH(50). For performance projects, tested leakage must be — the ACH(50) shown on Form R405-2014 for this project. 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 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 Individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope During testing. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, Intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1 2. Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for aIIOWang Topauild the opportunity to provide the above services for you Please tool free to contact me with any questions. 10/25/2017 389732EFL Digitally signed by Dave Revelle Date, 2018.09.10 14:09:09 EDT n /„ CN=Dave Revelle, O=TopBulld Home Services, OU, W/ EMAILADDRESS=dave revelle Signature: @topbuild.com, C=US Printed Name: Dave Revelle Date: 09/10/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you for aIIOWang Topauild the opportunity to provide the above services for you Please tool free to contact me with any questions. 10/25/2017 389732EFL This certificate is presented to Dave Revefle for having successfully completed all requirements established by the Residential Energy Services Network (RESNET) and as a Certified Home Energy Rater is authorized to issue Home Energy Ratings in accordance with RESNET guidelines. V,'o E uild Horne Services RTIN # 4311088 04/05/2019 Stephen P. Carr, Registration # QA Designee Certification Expires Ties lam was generated from EFL Project Manager, property d TopBudd Home Services t