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220 Tuskegee St; 16-1020; INT & EXT RENOVATIONSTRRIV `.D CITY OF SANFORD APR O 5 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: /l0 `/d Documented Construction Value: S J<, 7z_ Job Address: 220 Tuskegee St, Sanford, FL 32771 Historic District: Yes No El Parcel ID: 35-19-30-523-0000-0040 Residential X Commercial Type of Work: New Addition Alteration Q Repair Demo Change of Use Move Description of Work: Interior and Exterior renovation - Reroof, Water heater, New aluminum soffit and fascia, New 15 SEER A/C, New smokes/combo, tile flooring, exterior doors, windows, bathroom vanity, top, sink and faucet, HC toilet Plan Review Contact Person: Amber Corville Title: Project Manager Phone: 407-403-5658 Fax: 407-322-8641 Email: amber@cbiamerica.com Name Betty Hampton Street: 220 Tuskegee St City, State Zip: Sanford, FL 32771 Name Corinthian Builders, Inc. Street: 2175 Marquette Ave City, State Zip: Sanford, FL 32773 Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: 407-323-2800 Resident of property? : Yes Contractor Information Phone: 407-403-5658 Fax: 407-322-8641 State License No.: CGC058246 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. n 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 Coo dd+++++e ( Revised: June 30, 2015 Permit Application 4—_ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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. 3Z r Signature of er/Agent Z Date A,Ak Print Owner/Agent's Name Ap 3InQ, Signature -of Notary -State of Florida D>Te J,,Ay P°C,% MARIA CORUILLE MY COMMISSION # EE 860770ggkEXPIRES: December 27, 2016 s',W ye Banded?hru Budget Nofary ServicesJFF'- Owner/Agent is Personally Known to Me or Produced ID Type of I D 1),1- Permits Required: Construction Type: Y/ Signature of Contractor/Agent Date y cz /_ 2d V q- ZS 1 le - Print ontractor/Agent's Name 040 Si nay re of ryNota State of Florida MARIA CORVILLE MY COMMISSION # EE 860770 EXPIRES: December 27, 2016 r_, or r e Bondad Thru Budget Nolary Services Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building 5( Electricalx Mechanical Plumbing Occupancy Use: Gas Roof Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 7-16 COMMENTS: 'V," I SS nk fnr i Aa rio(6 Revised: June 30, 2015 Permit Application Property Record Card Parcel; 35-19-30-523-0000-0040 Owner: HAMPTON BETTY Property Address: 220 TUSKEGEE ST SANFORD, FL 32771-3069 Parcel: 35-19-30-523-0000-0040 Property Address: 220 TUSKEGEE ST Owner: HAMPTON BETTY Mailing: 220TUSKEGEE DR SANFORD, FL 32771-3069 Subdivision Name: ACADEMY MANOR UNIT 02 Tax District: SI-SANFORD Exemptions: 00-HOMESTEAD (1994) DOR Use Code: 01-SINGLE FAMILY Legal Description LOT 4 ACADEMY MANOR UNIT 2 PB 16 PG 24 Taxes Sales Value Summary 1 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/ r Number of Buildings ke i I I Depreciated Bldg Value 52,648 $54,913 Depreciated EXFT Value 1,512 $1,583 Land Value (Market) 10,000 1 $9J, 500 Land Value Ag Just/ Market Value 64,160 $65,996 Portability Adj Save Our Homes Adj 0 $477 Amendment 1 Adj Assessed Value 64,160 j $65,519 Tax Amount without SOH: $634.35 2015 Tax Bill Amount $630.60 Tax Estimator Save Our Homes Savings: $3.75 Does NOT INCLUDE Non Ad Valorem Assessments Assessment value i Exempt Values Taxable Value 64, 160 39,160 25,000 64, 160 25,000 39,160 64, 160 39,160 25,000 64, 160 39,160 25,000 64, 160 39,160 25,000 Description 1 Date Book Page Amount Qualified Vac/Imp No data to display Find Comparable Sales within this Subdivision Land Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value I Repl Value Appendages Actual/ Effective SINGLE 1972 5 950 1,755 $52,648 $69,274 1,409 BRICK/WOOD Description Area FRAMING FAMILYFRAMING Hoard Iof County Commissioners S. EMINOLE COUNTY, FLORIDA Work Order Number: Master Agreement No.: CC-9192-13/AMM Dated: Master Agreement Title: MSA for Communitv Services Residential HOME. SHIP. N Contractor: Corinthian Builders Inc. 2175 Marquette Avenue Sanford, FL 32773 ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: X] Scope of services — Attachment "A" [X] fixed fee basis X] Addenda — Attachment "B" [) time basis -not -to -exceed X] Bid/Pay Items— Attachment "C" [) time basis -limitation of funds X] Rehabilitation Standards — Attachment "D" [X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within seventy-five (75) calendar days after the date when the Contract Time begins to run as provided in subsection 2.2 of the General Conditions. The Work shall be finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within fifteen (15) calendar days after the actual date of Substantial Completion, Failure to meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. mmiumommsmaum WORK ORDER AMOUNT: FORTY-EIGHT THOUSAND SEVENTY-FNE AND 72/100 DOLLARS i'S4$AT5:Z2 IN.WlTlWSSWHEREOF the parties hereto have made and executed this Work Order on this. Jq0day of 20 for the purposes stated herein. rerts %7tanTO, BEang. crw;m ATTESTMITNESS: Corinthian Builders, Inc. cretary Richard Kovacsik, President CORPORATE SEAL) Date: 312.116, 16 BOARD OF COUNTY COMMISSIONERS SEM OLE COUNTY, FLORIDA By: Aaw Diane Reed, Procurement Administrator Date: As authorized by Section 3.554 Seminole County Administrative Code. CERTIFIED COPY OC# 810700 0M #495 MARYANNE MORSE Clerk of Circuit Court ar Comx Work Order— Contracts, Rev I I/ia/11 SEMINU E CUViV , L4RIC BY D UTY CL K A THIS INSTRUMENT PREPARED BY: Name: Corinthian Builders, Inc. Address: 2175 Marquette Ave Sanford FL 32773 NOTICE OF COMMENCEMENT State of Florida County of Seminole LI`.t, 1 bVsI .,! (l a(]'d&J.]el Wtj +,•'.i: w r',F n 1211 9 (.IJ{ "C;1 1 1_I i.1 1Q aC):_`' —1 THSo Z]19TN- WIN 31IJ I 1i10:I.'JMY"! _(.i:ll:i,_I1.;i :i(:) `4"T'] K.., OW af!`raa:?.4':ali Permit Number: Parcel ID Number: 35-19-30-523-0000-0040 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) ACADEMY MANO PIR 16 PG 24 GENERAL DESCRIPTION OF IMPROVEMENT: Interior and exterior renovations including reroof o z OWNER INFORMATION: z z CP Name: Betty Hampton Y ,CP Address: 220 Tuskegee St, Sanford, FL 32771 3 Fee Simple Title Holder (if other than owner) Name: f v ae Address: y 11 Su ocCONTRACTOR: iz Name: Corinthian Builders, Inc. J o Address: 2175 Marquette Ave, Sanford, FL 32773 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. wner's Sigfiature Owner'd Printed Nam — Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of County of aate— The foregoing instrument was acknowledged before me this 0 23 day of '9Q:i. ('lc..i 20 by Chi S f &M46= Who is personally known to me Nalme of person making sta,teement OR who has produced identification l—type of identification produced: . L r "P:av A ; c, MARIA CORVILLE nnM'A MYCOMMISSION # EE 860770Q EXPIRES: December 27S6i ur - Bonded Thor g_L,'e± t.o;,ry ge,rices Notary Signature v S J LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: March 28, 2016 I hereby name and appoint: Amber Cory ille an agent of: Corinthian Builders, Inc. (CBI) Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 220 Tuskegee St - Sanford, FL Street Address) Expiration Date for This Limited Power of Attorney: December 31, 2016 License Holder Name: Richard Kovacsik State License Number: CGC 058246 Signature of License Holder: STATE OF FLORIDA COUNTY OF f ply The foregoing instriAneq was acknowledged before me this day of fttL, 2W AX(aby 1 C' l ('S lc— who is ersonally known to me or who has produced as identification and who did (did not) take an oath. ti P.[= 2 1PRY PU c MARIA CORVILLE Signature * * MYCOMMISSION#EE860770 EXPIRES: December 27, 2016 Notary Sea]) rag,- %ems. „FF,.o` P BAdedThvBudgetNotaryservices 1p,RYRP 6 MARIACORVILLE Print or type name MY COMMISSION # EE 860770 M-' EXPIRES: December 27, 2016 Bonded Thru Budget Notary Services Notary Public -State of Commission No. r; 07 My Commission Expires: Rev. 08.12) Product Approval Specification Form Permit # Project Location Address 220 Tuskegee St - Sanford, FL 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 Plastpro Inc. Series N Fiberglass Door FL-15180.11 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung PGT Industries Aluminum SH Non -impact Windows FL239.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils, Inc. Aluminum Soffit FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp Asphalt Shingles FL5444.1 Underla ments InterWra , Inc. RhinoRoof Underla ment FL15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Water roofin 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 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other S. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 220 Tuskegee St - Sanford, FL 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 Plastpro Inc. Series N Fiberglass Door FL-•15180.11 Sliding Sectional Roll U Automatic Other 2. Windows Single Hung PGT Industries Aluminum SH Non -impact Windows FL239.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils, Inc. Aluminum Soffit FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp Asphalt Shingles FL5444.1 Underla ments InterWra , Inc. RhinoRoof Underla ment FL15216.1 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 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Revision Response to Comments ID\ Permit # 16-1020 City of Sanford f"' cf,mve Building & Fire Prevention Division A , Ph: 407.688.SiS0 Fax: 407.688.S1S2 Email: building@sanfordfl.gov Submittal Date 04 19 16 Project Address: 220 Tuskegee St - Sanford, FL Contact: Amber Corville Ph: 407-403-5658 Email: amber@cbiamerica.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: 407-322-8641 General description of revision: Provided two copies of floor plan, Scope of work and Product Approvals Provided two copies of floor plan showing electrical items being changed. ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1020 Date: April 7, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: amberAcbiamerica.com Project Description: Residential Alteration Job Address: 220 Tuskegee St The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Submit two (2) copies of a legible floor plan, to scale, indicating the location of all work. Floor plan must also include window/door locations that are being replaced indicating the size and type of each window/door. FBC 107, Submittal Guidelines 2. Submit two (2) copies of a detailed scope of work FBC 107, Submittal Guidelines 3. Submit two (2) copies of Florida Product Approval and manufacturer installation instructions for the windows, doors, soffit and roofing materials. FBC 107, Submittal Guidelines Please note: A separate roofing permit (or sub -permit) will be required to be applied for by a licensed roofing contractor. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorevn,sanfordfl.aov . Respectfully, Steve Fiorey Residential Plans Examiner 1- il City of Sanford Residential Alteration /Addition /Renovation Permit Application Guidelines 14 k s All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS l/ Building Permit Application completed, signed and notarized. Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. V Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). l Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. vEl" Copy of the contractor's license issued by the State of Florida (if contractor is applicant). LJ2 A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) copies of all applicable plans and related documentation. t4k An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. r_ Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** fRevised: February 2016 Pa / oSeSResidentialAlter/Add Permit Application Checklist i THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN Must indicate the location of the proposed addition. Two (2) copies are required BUILDING PLAN — Structural If any elements of the addition, alteration or renovation involve a ering the structure or any structural elements, the following information must be included and must be s gned and sealed by a registered design professional. Any alteration or change to an exterior wall is considere structural and requires signed and sealed engineered plans. Two (2) copies of construction documents are re ired. Construction documents shall indicate code edi on being applied Construction type Plans to minimum 1/4" scale Designer information: name, address, regi rati seal and signature on all signed/sealed pages Page siz e minimum 11" x 17" All pages numbered and labeledWinddesigndatarequiredondrawin s per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (resid tial) Ultimate design wind spee (Vult) Nominal design wind sp d (Vasd) Risk category Exposure category Enclosure classifica 'on Internal pressure c efficient Component and adding design wind pressures in terms of psf Structural Calc ations, if necessary nT ANT A r I PF MTTc NTRIICTITRAL/NON-STRUCTURAL) Floor plan must KC lude a layout of the entire home ElAn existing no plan and a proposed floor plan must be provided, indicating any structural/non- structural ele ents, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Must indicat 'the area that will be altered/renovated Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) Must be legible and to minimum 1/4" scale Include all applicable span lengths and dimensions, including porches fRevised: February 2016 Pa 2 oSe5ResidentialAlter/Add Permit Application Checklist ELEVATION (if applicable) Attic ventilation Roof pitch Roofing materi Exterior fini /stucco thickness Height/be ing elevations Windo and door opening locations Chi ey location/height ENERGY CALCULATIONS Required for Additions / Removing Converting unconditic Form 402 or Form 405 nNulation and adding new insulation to conditioned space. Foundation p n Filled cells with reinforcement location Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers Brick ledge detail Slab thickness/steel/fiber me pr Vapor barrier/termite treat nt type Y Reinforcing steel over lap Relieving arch steel at p' e penetrations All wood minimum 6" bove grade Crawl space ventilati n Please note any renovation, alteration or addition will require the entire home to be updated with smoke detec rs, located as required for new construction per FBCR R314 Level 1 Alterations will require 10-year, non -removable battery smoke detectors. Electric existing floor plan and proposed floor plan for the work area. ocation of receptacles, switches, lighting, fans, disconnecting, service panels, ect. Servi e riser diagram (for new service, service rebuilds or upgrades to service size) Bonding/Grounding Electrical load calculations Re -wire of 50% or more of home Additions, required on existing home to verify service size is sufficient' GFCI protection AFCI protection Tamper resistant outlets Smoke/CO alarm locations Revised: February 2016 Page 3 of 5 Residential Alter/Add Permit Application Checklist MECHANICAL (if applicable) Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Adding or modifying ductwork requires a duct lay ut. Duct layout must include a floor plan and indic e the duct sizes, R-value, register sizes Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing c culations for new HVAC installations PLUMBING (if applicable) Plumbing drain, waste and vent sche atic for new plumbing installations Bathroom or Kitchen existing floor Ian and proposed floor plan. FUEL GAS (if applicable) BTUs each outlet and tot/BT Pipe type and total length ElLP regulator and model t Combustion air vents Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT for new engineered trusses Truss I. D. #s Layo t, required on plans and a copy included with truss package Sig ed/Sealed truss engineering package El Strapping asteners/truss tie -downs DETAIL SH TS OR NOTES Footi gs Bea to wall and/or post attachments Po t/column and beam construction I tel bearing walls Stairs section Chimney construction Dormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Revised: February 2016 Page 4 of 5 Residential Alter/Add Permit Application Checklist 4 . 0 Steel requirements (footer, lintel, vertical pour) Grade Over lap t u i L Veneer Shear wall locations and construction Connectors Fasteners Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted Conventionally framed roof member Glass block Header schedule, including stra ping Bearing/non-bearing wall de it anchorage and frame supports (bearing walls) Typical wall section detail one d two story, block and frame, for all scenarios Connectors Anchorage.bo s Materials apd assembly CT INSTALLATI Roofing 1 Sfiiniales / Tile / TPO / Rolled Off -ridge vents Wi ow and mullion installation instructions G age door, sliding glass door and swing door installation instructions ding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL Completed Sanford Product Approval specification sheet Florida Product Approval can be located at www.floridabuilding.org, Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 These guidelines were compiled to assist the applicant in preparing a residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: February 2016 Page 5 of 5 Residential Alter/Add Permit Application Checklist RECORD COPY 220 Tuskegee St — Scope of Work 1. Replace exterior front door, exterior door from laundry into storage room, and exterior door in family room with new fiberglass units. 2. Replace all windows 3. Reroof 4. New aluminum soffit and fascia 5. New 15 SEER A/C system 6. Replace water heater 7. Replace kitchen sink and faucet 8. Master bathroom — new toilet, vanity, sink, faucet, vanity light 9. Hall bathroom — replace faucet and shower trim 10. New wired smokes and combo units 11. New ceiling fans in family room 12. Replace exterior gable wall lights 13. New waterproof GFCI at back of house 14. Upgrade attic insulation to blown in R-30 15. Remove carpet in three bedrooms and install tile 16. Replace interior doors 17. Remove wall paneling in bedroom 3 18. Various drywall repairs 19. Paint interior and exterior stucco/siding REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER Kt - DATE SANFORD BUILDING DIVISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE OING i FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15180-R1 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors . Swinging Exterior Door Assemblies gUILD,yc SANF©aD c°,aq RTM 1 6 - 1 0 2 0 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL15180 R1 COI CERTIFICATE of INDEPENDENCE pdf Stan ,,rd Year ASTM D1929 1996 ASTM D1929 IV a) 2006 ASTM D2843 1999 ASTM D635 APR Z 0 2016 1998 ASTM D6382003 ASTM E1300,, 2004 ASTM E84 BY;--11— 2005 ASTM G26 TAS 201, 202, 203 1995 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Florida Licensed Professional Engineer or Architect FL15180 R1 Eauiv Eauivalencv Of Standards.odf Method 1 Option D 04/24/2015 04/26/2015 04/28/2015 06/23/2015 0 0 Page l/ 2 0 l FL # j Model, Number or Name I Description 15180.1 i a. Smooth/Wood j 68 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.1.odf j additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. m_.._ _...... _._.._.._.__....... -..._..}}._......_.__.._...._.............._......_.._......._...._......__............................__... 15180.2 i b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N i Sidelite - Outswing (OX or XO - Configuration) Fiberglass Door Limits of Use Installation Instructions _— Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes f Design Pressure: N/A Evaluation Reports Other: See INST 15180.2 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.2.pdf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars, f 15180.3 I c. Smooth/Wood 7 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXO - Configuration) E Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes i FL15180 R1 II Inst 15180.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 E Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 15180.3 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.3.pdf EE additional use limitations, installation instructions and product j Created by Independent Third Party: Yes f particulars. 15180.4 ; d. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing (XX - i Grain/Rustic/Mahogany Series N j Configuration) Fiberglass Door e.._................. _...._._................... ..............._........................... ...._................................. ........._......_...._.... _.......... .... __.................. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes. Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.4.Ddf j additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. r...._......__..._..:,.._........_.._...._..,.,..._.._........................................................................................_........................._...... 15180.5 ! e. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door with "Impact" Grain/Rustic/Mahogany Series Sidelites - Outswing (OXXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180 5 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.5 for Design Pressure Ratings, any i FL15180 R1 AE Eval 15180 5 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.6 1 f. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - i Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.6,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.6 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.7 g. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configuration) Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180 7 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15180.7 for Design Pressure Ratings, any FL15180 RI AE Eval 15180.7.pdf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. L-______-...._.._...._.._............___.._.._......_...__.._-__.__......___.......... !! 15180.8 h. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" j j Fiberglass Door j Sidelites - Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.8.Odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.8 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.8.pdf additional use limitations, installation instructions and product? Created by Independent Third Party: Yes i particulars. 15180.9 i. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door - Outswing (XX - i i Fiberglass Door m.......... ........................................ ................................................ ..... ................................ ..... Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180,9.0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 15180.9 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.9.p f additional use limitations, installation instructions and product: Created by Independent Third Party: Yes particulars. 15180.10 { j. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door with "Impact" Fiberglass Door Sidelites - Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15180.10 for Design Pressure Ratings, any FL15180 R1 AE Eva[ 15180.10.Odf i additional use limitations, installation instructions and product! Created by Independent Third Party: Yes fparticulars. 15180.11 k. Smooth/Wood Grain/Rustic/Mahogany Series N 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing Configuration) Fiberglass Door X - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.11.Odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.11 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.11.Odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. j 15180.12 I. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelite Outswing (OX or XO Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.12 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.13 m. Smooth/Wood 68 "Impact" Opaque Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N Sidelites - Outswing (OXO - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 Rl II Inst 15180.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.13 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.13.j2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 3........._.... _......... .... _............ .._....._.._......__.._.._......_..........._......_............... _................... 15180.14 n. Smooth/Wood 3........_._..............._................................_._........__............_.._..-........_....................... ....._........_._.._.._.._..... _.... ....._.__......_...__.._............. ._...... 68 "Impact" Opaque Fiberglass Double Door - i Grain/Rustic/Mahogany Series N Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1 FL15180 R1 II Inst 15180.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.14 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.14.pdf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. 3 15180.15 o. Smooth/Wood 1 6'8 "Impact" Opaque Fiberglass Double Door with "Impact" Grain/Rustic/Mahogany Series N I Sidelites - Outswing (OXXO - Configuration) j 1 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 15180.15 for Design Pressure Ratings, any 1 FL15180 R1 AE Eval 15180.15.12df additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. i I 15180.16 ; p. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door - _ Fiberglass Door Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 15180.16 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.16.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15180.17 q. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with "Impact" Fiberglass Door Sidelite - Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15180.17 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.17.W additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. 15180.18 r. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites - Fiberglass Door Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 11 Inst 15180.18.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.18 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180,18.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.19 s. Smooth/Wood Grain Series N 80 "Impact" Opaque Fiberglass Double Door - Fiberglass Door Inswing/Outswing (XX- Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.19 for Design Pressure Ratings, any FL15180 R1 AE Eval 15180.19.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15180.20 j t. Smooth/Wood Grain Series N 3 8'0 "Impact" Opaque Fiberglass Double Door with "Impact" i Fiberglass Door Sidelites - Outswing (OXXO - Configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL15180 R1 II Inst 15180.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.20 for Design Pressure Ratings, any 1 FL15180 R1 AE Eva] 15180.20.0df additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. Go to Page Page 1 / 2 FT 7 FT7 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 mail 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 emails provided maybe 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: dChc4; al re ^ NEMM IN, plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth/ Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) 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 complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing 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. Outsw ing configurations meet water infiltration requirements for "HVHT'. 8. Inswing configurations do not meet the water infiltration requirements for the'TWHZ". Inswing units shall be installed 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. TABLE OF CONTENTS SHEET i DESCRIPTION I Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I buck masonry construction 7 Bill of materials & components 37 50" MAX. OVERALL FRAME WIDTH z Z 3 2 O 0 _ w w = O 0 b m I i MAX. DESIGN PRESSURE { Q SWING FRAME DIMENSION POSITIVE., NEGATIVE. 37.50" INSWING X 47.5 47.5 82.00" 37.50" OUTSWING X 50.0 50.0 80.50" N DATE02/21/12 SCALE: N.T.S. DWG. BY: JK OHK BY: LFS FL- 15780.71 EEr I OF 7 STILE COMP.) 0.81" 122 Olt. l . g TOP RAIL V.: COMP.) STILE FOAM CORE ti COMP.) ( POLYURETHANE- 1 9 PCF MIN) r? N Z(" LONG WOOD) EXTERIOR \ \, STILE REINFORCEMENT \ WLOOD)FORCEMENT v WOOD) 2 HORIZONTAL CROSS SECTION Z \ j 35.75' MAX. F DOOR PANEL WIDTH ID DOOR PANEL WOVEN / FIBERGLASS 1 o / `INTERIOR INTERIOR I E/ SMC SHEEP EXTERIOR SEE HARDWARE CHART DOOR SKIN DETAIL HARDWARE TABLE MANUFACTURER MODEL KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (780) EXTERIOR BOTTOM RAIL — ILJ I : L_II _ T COMP.) VERTICAL CROSS SECTION n O n°Di U N •• a c+ xia Z $ U to s cW io~ Dora mda(° 14 Z0 c La d ALE N.T.S. G BY: JK K. er, LFS AWING NO, FL-15180.11 EETL OF 7 1-1/4"MIN. 1 2 EMB. (TYP.) 4 4 J g cd d 20 21 C A:: o a oZO S =0 Z c W m 0d a 18 INTERIOR U. Z 1 2 ao 3 v v 3 ° a 3 V) 17 3 it U U pO h Z m V) 1 V) EXTERIOR 10 \ a 5 mJ O a 4 D O 1-1/4" MIN. HORIZONTAL CROSS SECTION ° I D N O EMB.(TYP.) 1-1/4"MIN. o < o 3 Shown w/ I x sub buck _ 3 4 EMB. (TYP.) a a 4 4 E B CQ L C 8 Q w m 15" C-SINK C-SINK a I 4 c / J 20 21 20 21 ° o V Z 7 8 8 7 1 Of o' INTERIOR INTERIOR I a o G a N Q x z ° O C Z ° Z EXTERIOR 10 I DATE:02 21112 Z c O EXTERIOR K D SSE: N.T.S. lye 27 11 DWG. BY: JK m CHK. Br: LFS 9 3 E ] HORIZONTAL CROSS SECTION 2 NHORIZONTALCROSSSECnOE ° DRAWING ND.: 3JOuhwingshown -inswing t _ N alsoapprovedOulswingshown - inswing FL-15180.1 1 also approved 0 SHEEP _ L OF 7 N FD EXTERIOR "'W1 INTERIOR 11 VERTICAL CROSS SECTION q Outswing shown - inswing also approved EXTERIOR EXTERIOR INTERIOR r3- VERTICAL CROSS SEC17ON 4 Outsw ng configuration INTERIOR z p EXTERIOR ."`%,"`.. INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1Xsub-buck L VERTICAL CROSS SECTION q Inswing confgwation See general notes, sheet I for "HVIir water infiltrafion requirements z UN•• y U 0 z9 C m u a 5 o m v U) * O c o. In mn am 4 6 E oZ cwd LOz0 Cf U 0 W a5m gWm o_ m < I 0 DATE: 02/21/12 SCALE: N.T.S. DWG. BY: JK i CHK. BY: LFS DRAWING NO.: FL-15180.11 i iHEET 4 OF 7 D TYP. HEAD JAMBS MASONRY J OPENING 2X BUCK to fn U O BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to a maintain the min. edge distance to mortarjoints, 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 SIZE EMBEDMENT TOMASONRY TO:ADJACENT s TYPE EDGE _;i ANCHOR P. TAPCON ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON WOOD SCREW INSTALLAHON NV In: s 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. a. 6" I TYP. HEAD 7 & JAMBS MASONRY OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction M HINGE JAMB LATCH d DEADBOLT DETAIL HINGE DETAIL n Z=z4w f` tnn on Z s Z;Z Em gm,Wugdoa oZ TE:02121112 ALE: N.T.S. G. BY: JK K. BY: LFS AWING NO.: FL-15180.11 E-r 5 or 7 n Ea TYP. HEAD JAMBS 10 "till•N1%ona°i U• MASONRY o v i d 11 Mgt° 9m W OPENING n N a m mdav s4 FRAME HINGE DETAIL 8 C a Y Z:,z T CDC) 1 1 X BUCK x a zo U a m o O O mow x amp ¢za o o Qa o a a a Y } m STRIKE JAMB FRAME ANCHORING HINGE JAMB Mason 1 X buck constructionMasonry LATCH 6 DEADBOLT DEIAIt z V W 0 VI h x CONCRETE ANCHOR NOTES: 0 1. Concrete anchor rslocationsatthecomemay be adjusted to maintain the min. edge distance to morforjoinh. o a 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to modarjoints, additional concrete onchors n may be requred to ensure the MAX. ON CENTER" tlimension are not exceeded. — w 3. Concrete anchor table: H 0 o 0 O w z a DATE: 02/2 t / 12 M SCALE: N.T.S. DWG. BY: JK FTWL CHK. BY: LFS WOOD SCREW INSTALLATION NOTES: DRAWING Ho.: Maintain a minimum 5/8" edge distance, 1"end distance, & i"o.c. spacing of FL— 7 51 S0.7 1 wood screws to prevent the spdtting of wood. SHEET 6 OF % R ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE: TYRE SIZE EMBEL)MEM 70 MASONRY 70 ADJACEM - EDGE: ANCHOR ITW a 1N" 1-1/d" 2" 4. TAPCON ELCO ULTRACON 1/4" 7-1/" i" 4• TAPCON BILL OF MATERIALS REM i DESCRIWIDN MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL H i /4" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL 1 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 9 X 2-1 /7' PFH WOOD SCREW STEEL L 8 X 2-1 /7' PFH WOOD SCREW STEEL M 8 X 2" PFH WOOD SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4" X V BUTT HINGE STEEL 10 9 X 1" PFH WOOD SCREW STEEL 11 9 X 3/4" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD s9 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS I 4S6" ^ iy F-- 2.36" 20 HEAD d SIDE Jamb j— 4.56" I o F- 2.44" 2.13" 21 HEAD d SIDEP.Vfib,,iam, 1 ADJUS7ABlE INSWING THRESHOLD 4. 68" N N N LUISWING BUMP THRESHOLD I ADJUSiABIE INSWING THRESHO 1 4. 56" 2. 03" — —j N n29 OUTSWING THRESHOLD BY DLP Ce J C7 Q_ z J 0z r nzocod om z- U N •• Z 0 z U E. m • og g600a m aa o oz c Li a: o: DATE: 02121112 SCALE: N.T.S. D. G. BY. JK m CHN. Br: LFS 3 DRAWING NO.: R FL— 15180.11 " 0 SHEET 7 OF ] N R R W Building Consultants, Inc. W B Consulti 3g and Engineering Services li r the Building lndustry C P.Q. 13oz 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Aulhoriuuion No. 9813 Product Gate o Sub' Category Manufacturer Produc..t Name. Sinringing. Plastpro Inc. Smooth Wood,Grain /White Wood Grain Exterior Exterior Door 5200 W. Century Blvd; Rustic / MahoganyDoorsAssembliesLosAngeles, CA Series N Fiberglass Door Phone 440.969.9773: Outswing - "Impact" Scope: Product Evaluation. report issued by R'W Building Consultants, Inc. & Lyndon F. Schmidt, P.E:. (System ID # 1 998)for Plastpro Inc:; 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 distributingahe product or in any other entity involved in the approval process of the.product named C/mitatlons 1'. Thisz product has been: evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2, Product anchors shallbe: as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing nor stucco.. 3. When used in .the "HVHZ" this•product complies with. Section 1626 of the Florida Building Code and does not: require an: impact resistant;covennq 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2of the FBC— and:does not require; an impact resistantcovering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM- E 1996:and Section 1609.1, 2.2 of the FBC. 5. For2x stud framing construction,, anchoring of these units, shall be the same as that shown for 2x buck masonry construction. 6. $ ite conditionsAhat deviate from the details of drawing FL-15180.11 require further engineering analysis by a licensed engineer or registered architect. 7. This'product meets water infiltration requirements for "HVHZ'.' 8. See df6wing FL-15180.11 for size and design pressure limitations. Supporting : Documents:. 1. Test Report No: TEL 01390365. CTLA 924W & 924WI ETC 07-209-19303.0 ETC 084209 20609.0, ETC 06=255-17412.0 ETC: 057255-16776.0 2. Drawing No. No. FL-15180.11 3. Calculations 4. Test Standard TAS 201, 202°, 203-94' TAS 201, 202, 203-94 ASTM D2843=99, ASTM D635-98 ASTM D1929-96, ASTM 0638-03 ASTM D2843-99, ASTM D635-98 ASTM D1929-96, ASTM D638-03 ASTM E84-05 ASTM G26-95, D2843=99, D635-98; D 1929 6', D638-03 Prepared fi RW Building,'Consultants, "Inc.. (CA #9813) Prepared by Testing Laboratory Testing Evaluation Lab.,lnc. Certified Testing Laboratories. ETC Laboratories ETC Laboratories ETC Laboratories ETC Laboratories Anchoring ' RW Building. Consultants, Inc. (CA #9813) Quahty. Assurance Certificate of Participation issued by National Accreditation and _ g Management Institute;,certifying that Plastpro Inc. is.manufacturing products within a quality assurance. program that complies with ISO/IEC 17020 and,s° Guide, 53. 6 ax t Sheet 1 of 1° Signed by Lyndon F. Schmidt, RE Ramesh Patel, P.E. Ben Meunier Gurjinder Dhami Joe D.oldan, P:E. Joe Doldan, P.E. Signed & Sealed' by Lyndon F. Schmidt; RE, Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 4/ N/2015 Florida Building Code Online Mom Elm' Sm''A Log in User Registration ? Hot TopicsSubmit Surcharge Stats. & Fads Publications FSC staff i KiS Site Map ;.'Links ; Search duct Approval... public User nl Menu > Protlud or Application Search >ApQHCA1QnLhsr, > Appl(eatlon Detali FL239- R22 Type Revision on 2014 Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/orthe Commission if necessary. nufacturer PGT Industries oneJEmail 1070 Technology Drive North Venice, FL 34275 941) 486-0100 Ext 22318 druaek@pgtindustries. com Signature ) ens Rosowski Sr SFORD jrasowski@pgtindustries, com AR epresentative ) ens>Rosowski one/ Email' 1070 Technology Drive Nokomis, FL 34275 941). 486-0100 Ext21140 jrosowski@pgtindustries. com U 1 urance Representative one/ Email Windows y Single Hung Method., Certification Mark or Listing n Agency Mlaml Dade BCCO - CER. y Miaml-Dade BCCO - VAL -- Standard and Year (of Standard)' ` Standard Year TAS 201, 202, 203 1994 of Product Standards r roval Method Method 1 Option A APR 2 0 2016 fitted 09/ 14/2015 ted 0y/-18/2015:.El 1pp tl,aspx?' am=wGEVXQwtogvS18u8CAEmBE70C31VX3PG4GLRskJxsEs%p3d 1 V1412016 Florida Building Code Online Date Pending FBC Approval Date Approved 09/18/2015 Summary of Products FL 0 Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R22 C CAC IS-Q52A.22.g_df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance U39 RR22 11 15-QS28.22.odf NOA) for product performance information, anchorage Verified By: Miaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC 15-0612.12b.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance F239 R2? 11 15-0612.12b.odf NOA) for product performance Information, anchorage Verified By: Mlaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R22 C CAC IS 0g19,Q7.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance FL239 R22 Il 15-0519.07.odf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.4 1 SH - 700 (Large Missile Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239Ra2 C CAC 15-0519.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other. Please sea Mlaml-Dade County Notice of Acceptance FL239 R22 11 15-0519.08.udf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.5 1 SH - 800 (Large Missile Impact) I Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes 171.2 9 R22 C CAC 15-Q609.02 LM.odf Approved for use outside HVHZ: Yes Quality. Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance FL239 R22 11 15-06009.02.LM.Ddf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limit$ of Use Certification Agency Certificate Approved for use in HVHZ: Yes F,_ 239 R22 C_CAC 15-0609.03 M.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance FL239 R22 11 15-0609.03 SM.odf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports hapsJAvwwXorldabuIIdngorg/pr/pr apPdtl.aspx?param=wGEVXCNvtDquS18u8CAEm8E7C C3NXIPG4GLkskJxsEs%3d 2G 1/14/2016 Florida Building Code Online Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Fl 239 B22 C CAC 15-061a.11 LMI.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance F7 39 R22 11 15-0F;, 2111LMl.odf NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.E SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FI 239 R22 C S.AC 15-0612.1p M I.o_df Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other. Please see Miami -Dade County Notice of Acceptance FL239 R22 II 15-0612,10 SMI.odf NOA) for product performance information, anchorage Verifled By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes F 239 R22 C CAC 15-0519.06b.odf Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miaml-Dade County Notice of Acceptance FI 239 R22 II 15-0519.06b.2df NOA) for product performance information, anchorage Verifled By: Miaml-Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Fl 739 R22 C GAG 150519,05.29 Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance NOA) for product performance information, anchorage FI 23C R22 Ii 15-051 p5_odf Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next contact Us :: 1940 North Monroe Street Tallahassee FIL 32399 Phone: a50.487-1824 The State of Florida Is an AAJEW employer. Copyright 2007-2013 State of Florida.:: Privacy :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a - mail address released In response to a public -records request, do not send electronicmall'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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply apersonaladdress, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter4S5, F.S., please dick )SM. Product Approval Accept$: Credit'Car 4.: -;SAFE. 313 ftipSJ/www.flaridalwilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDquSlBu8CAEmBE70C31VX3PG4GLkskJxsEs%3d MIAMI•IAADE - MIAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.mianfirlade.eov/economy PGT Industries, Inca 1070 Technology Drive North Venice, FL 34275 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. - DESCRIPTION: Series 11SH-200" Aluminum Single Hung Window — N.T. APPROVAL DOCUMENT: Drawing No. MD-SH200-01, titled "Single Hung Window Installation" " sheets 1 through 8 of 8, dated 05/11/11, with revision B dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 revises NOA# 11-1013.12 and consists of this page 1 and evidence (rage E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0528.22 MIAMt•oaoe courrnr 3t } 15 Expiration Date: September 01, 2016 j Approval Date: August 06 2015 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision B dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 tlu-u 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOANo. 11-0614,01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-St' Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 21, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1. Notice of Acceptance No. 11-1013.12, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window - N.I., approved on 12/08/11 and expiring on 09/01/16. anue ez, P.E. Product Contro xaminer NOA No. 15-0528.22 Expiration Dater September 01, 2016 Approval Date: August 06 2015 E-1 GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). — 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. NO ANCHORS 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY REQUIRED IN ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE FLANGE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLES 5 & 6. SHEET 4 & 5. FRAME HEAD A 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THANIERED1XINSTALLATIONS1XWOODBUCKSAREOPTIONALIFUNITISINSTALLED1-1/2' THICK ARE TO BE CONS DDIRECTLYTOSUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1@'THICK OR GREATER. 1X AND 2X BUCKS MAX. FROM —j8" — jWHENUSED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF MEETINGANDINSTALLATIONISTHERESPONSIBILITYOFTHEENGINEERORARCHITECTOFRECORD. RAIL 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF - 5 & 6. SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALLSUFFICIENTLENGTHASSPECIFIEDONTABLE CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL ING FOUR IS BEYOND TH SCSTRATEGYFORWATERRESISTANCEOFINSTALLATIONSHALLBEDONEBYOTHERSANDISBEYONDTHESCOPE OF THESE INSTRUCTIONS. 8" MAX. FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THEWOODBUCKS, BY OTHERS, MUST BE CENTER OF MEETING — SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TOTHEREQUIREDDESIGNPRESSURE. THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHISPRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9).REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NOS FOR — WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THESHAPEINABLOCKANDOBTAININGDESIGNPRESSURESFORTHATBLOCKSIZEFROMTHETABLESONSHEETS2.& 3. WIDTH —+i Imo— WIDTH -+-i HEIGHT HEIGHT _ EOUALLDE PROVIEWIORIEL ARCHTOPPROVIEW/ORIEL RADNSTOP EQUAL LITE aLx',:r 53-1/8" TIP -TO -TIP WIDTH 52.118" BUCK WIDTH 52-1/8' 8UCK WIDTH 49.1/8• 49-118" VISIBLE LIGHT F VISIBLE LIGHT 0 1 1 8-MAX. 3' MAX. 35-IW jjj--1 VISIBLE 21• LIGHT MAX. O.C. TIP -TO TIP I__ 77, HEIGHT A BUCK HEIGHT L MAX. O.C. B NO ANCHORS REQUIRED IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION TESTED UNIT) DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 2 & 3 IMPACT RESISTANCE QNY l_YNN 4, C .• v10ENSC".FR P No 53705 A TA L- OF n.IP.E. P. EJ 58705 35- 1/2' Y VISIBLE LIGHT 6' MAX. O.C. j I I c 77' BUCK HEIGHT I I ! Ii I IL.—.+- D 3' MAX. 1 6' MAX. O.C. TYP. INTEGRAL FIN FRAME ELEVATION TESTED UNIT) nI IIDP TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS .............. ............ 1 DESIGN PRESSURES ........... 2 & 3 INSTALLATION, FLANGE ............. 4 INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES.................6 GLAZING DETAILS ....................... 7 CORNER ASSEMBLY...................7 EXTRUSION PROFILES ......... 8 PARTS LIST................... .. PRODUCT REVISED plying with the Florida Building Code al A — Pia. —No I CxalionDateRevised By: Date: Redalon: JJ 10/10/11 2010 FBC NOTE mnam aacPrnaaclCo wl Ravi.. d By: Dote: ReO31— SGC 05/20/15 5th ed. FBC REV D e.n By: Deacriplbn: GENERAL NOTES & ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Dote: 71t1e: SINGLE HUNG WINDOW INSTALLATION - 05/11/11 P. O. BOX 1529 NOKOMIS, FL 34274 Sedea/Model: Style: Sheet: Orawlrg No. R SH- 200 NTS 1 OF 8 MD-SH2O0-01 CERT. OF AUTH. #29296 g., it TABLE 1: Design Pressure (lbsffl) for Glass Type A, Fin & Flange Frame Window Sash Helght2 Maximum Window Width' Height see Figure A, this sheet) 33, 37" 41" 48" 49" 19-118" 26-112" 55.0 -90.0 +55.01 -90.0 +55.0 -90.0 +55.0 I -90.0 +55.0 , -90.0 +55.0, -90.0 +55.01 23" 11-u11er (Equal Lite) 55.0, -57.3 +5o.2, -50.2 +44.8, 55.0 -90.0 +55.0, -90.0 +55.0. -75.2 +55.0, 55.5 _ 3T' under 18-9/16" 18-9/16" (Equal Lite) 55.0 -90.0 +55.0' -90.0 +55.0' -84.2 +55.0' -74.5 +55.0' -6e.5 +55.0' -61.0 +55.0' 50.2, -50.2 +44.8 j over 18-9116" 55.0 -90.0 +55.0' -90.0 +55.0 j -75.2 +55.0 i -65.5 +55.0' -57.3 1 +44.8 1 under 15-7/8" 3..4 3.8 +5501 56 55. 01 -90.0 ++5-7+55.0I ++1459 15-7/ 8" thru 19-3/1 55.0! -90.0 555-787 +55.0 8.0 +55.0, -58.5 - 38 3/8" 19-1/4" ( Equal Lite) 55.0 -90.0 +55.0 -90.0 +55.0 -82.7 +55.0 ' -72.6 +55.0 53.5 +55.0 -57.9 50.0 -50. 0 +44.8 j over 19-1/ 4" 55.0 j -90.0 +55.0 -87.1 +55.01 -73+55 .0 -63.8 +55.0'1 -56.8 4 j +42.0 45. 8 I -45.8 1 under 19-9/ 16" 55.0 -81.5 +55.0 1 -72.3 +55.0 1 -61.3 +55.0 i -55.3 +50.5 1 50.5 i +50.1 I -50.1 +44.8 1 55.01 -56.9 19-9/16" thru 22-5/8" 3 55.0 I -90.0 +55.0 I -87.9 +55.0 I -74.0 +55.0 -64.3 58.5 +51. 1 , -5t1 45' 22-9/ 16" ( Equal Lite) 55.0 , -90.0 +55.0 , -90.0 +55.0 -78.8 +55.0 , 58.1 +55.0 , 45.8'45. 8 +42.0 over22-9/16" 55.0 -81.5 +55.0' -72.3 +55.0' -Al +55.0' -55.3 +50.5' -50.5 45.9 j 45.9 +41.7 -41.7 +38.9' under 20-1/ 8" 55.0 i -71.6 +55.0 1 -62.8 +55.0 I -55.4 +50.3 -50.3 55.01 51. 6 +55.01 -55.4 +49.31 -49.3 +44.6 20-1/8" Oru 24-1/2"' 55.0 I -90.0 +55.0 I -82.5 +55.01 -69.5 55.0 1 - 66-5 +55.0157.8 +50.4 , 50.4 49" 24-9/ 16" ( Equal Lite) I +55.0, - 76.4 55.0 -90.0 +55.0 , -90.0 over 24-911er 55.0 , -71.6 +55.0, -62.8 +55.0' -55.4 +50.3 ! -50.3 +45.9 44.1 ' -04. 1 +40.2 70.2 +44.6 under20. 13/ 16" 55.0' -67.8 +55.0' -59.9 +53.3 -53... 3 +48.5' -48.5 55.0 -67. 7 +55.01 -60.6 +54.2 1 -54.2 +49.0 1 -49.0 +44.2 50 518" 20- 13116" thru 24-11/16' 55.0 j -89.6 +55.0 1 -60.3 I 55.0 1 - 90.0 +55.0, -75.4 +55.0 115.7 +55.0 1 -57.4 +50.31 -40.3 +37.6 55. 01 -90.0-+37.6 Lite). 24-3l4" (Equal245/4" 55. 01, -59.9 +53:3 1 -53.3 +48.5 , -48.5 +44.1 1 A4.1 +q0.2 ; -00.2 55.0 57. 6 over under 24-15/ 16" 1 43.8' - 43. 8 +41.9' -41.9 +39.1 ' -39.1 +36.0' -36.0 +32.6' -32.6 +30.0 55.0' -56. 0 +39.f 43.2 ja24-15l16" thru 30.5/8" 55.0' -66.0 +55.0 57.4 +51.9 j -51.9 +47.4 j 47.4 55.0 j -75.0 1 I +48.71 8. 7 +43.E 61" 30-9/ 16" ( Equal Lite) 55.01 -87.9 +55.0I -75.8 +55.01 'i6.6 +55.01 -59.7 +53.51 -53.5 40.2 j - 40.2 +37.( 30.9/16" I +55.0 j 59.9 +63.3 , -53.3 +48.5 j -48.5 +44.1 , 44.1 55.01 -67. 8 over 25-3/4" 54.7 . -54.7 +41.2 , -41.2 +40.3 , -40.3 +37.6 , -37. B +34.6 , -34.6 +31.3 , -31.3 +28.! under 25-3/ 4" lh u 31-5/8"' 63+55.0 ' 55.7 +50.5 ' -50.5 +46.1 ' -46.1 +41.9 ' r31.9 +39.1 55.0' -72. 0 +55.0' .2 524 -524 +47. 9 j 7.9 +. 63" 31-9/16" ( Equal Lite) 55.0j -83.717 37. 441 -04. 1 +40.21 40.2 over 31-9116" 53.3 +48. 5 , 55.01 -67.8 +55.0, -599 +5. 30.3 -30, 3 +28. under 29-3/ 4" 53.3 , -53.3 +39.7 , -39.7 +39.1 , -39.1 +36.1 , -36.7 +33.4 , -33.4 , 37.0 -37. 0 +34. 29-314" thru 36-5/8"' 55.0' -61.0 +52.0' 52.0 +48.2 48.2 +44.0' 1i4.0 +40.1 ' -A0.1 51.5 +47. 0 17.0 +42.7 -42.7 +39 73" 36-9/ 16" ( Equal Lite) 55.$8.3 +55.0 i -56.3 +52.1 1 -52.1 +51.5 j 0 j +44.1 ( -44.1 +40.2) -40.2 +37 over 36-9/ 16" 55.0 I -67.8 +55.01 -56.3 +52.1 -52.1 +48.51 . -48.5 d +36.7 - 36.7 +33.4 under 31-3/ 4" 39.1 -39. , 34.8 i - 34.8 +31 45.2 - A5. 2 78" s 31- 3/ 4" thru 39" 56.0 , -58.3 +48.0 , -48.0 39-1/16" ( Equal Lite) Tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". to -tip 2Overallsash height. For clear daylight height, subtract 3-9116". Size range includes the standard Pro -View (3-over-2 configuration)for the given Window Height. For overali sash width, subtract 2-15116" from the buck dimension. TABLE 2: Monolithic Glass Types A 11a" Annealed g 1/8" Tempered 53-1/8" O 31W' Annealed 5.0 = -90. 0 D 3/16" Tempered 3.9 , -39. 9 E 114" Annealed 5 0 -55. 0F 114 Tempered TABLE 3: Insulated Glass Types G 118" Annealed, 1l4" Airspace, 18" Annealed H 3116" Annealed, 3/16" Airspace, 1/8" Annealed 1 1/8" Tempered, 1l4' Airspace, 118" Tempered J 3116" Tempered, 3/16" Airspace, 1/8" Tempered FIGURE A. SASH CROSS SECTION WITH MONOLITHIC GLASS) I VISIBLE HEIG SASH HEIGF J SH BHT PRODUCT REVISED as complying with the Ftodda Building"" Acccptance No pirelianDatc ey Milani ade ProductO 'n to o O O 8 Z 04 O Zz o F-g t!) J o 00 LL a = z O U U AO O Q 8N O s Z Y Z e Ld Z H oZ O N W C7 Z x. o ' srn 3 o' t7 IL Z o N Lo 4 W aZ e ZV mN wWdo o-Y 0 0Z Z w U ui NOTES 1) USE THIS TABLE FOR ALL WINDOWS THATARE GLAZED WITH 11a" vQ-_. _ d,•, J ANNEALED GLASS (TYPE A). _ : w o W •. g n m x rt'a O 2) FOR SIZESNOTSHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH = OR HEIGHT DIMENSION SHOWN ON THE TABLE. J': U L V) vj TABLE 4 Maximum Window Height' Sash Height2 see Figure A, this sheet) Design Pressure (lbstft2) for Glass Type B -J, Fin & Flange Frame Maximum Window Width 19-1/8" 1 26-1/2" 33" 37" 41" 46' 49" 53-118" 23" 11-9/16" (Equal Lite) 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.01 -90.0 55.0 -90.0 55.0 -90.0 55.0 -90.0 55.0 -90.0 under 1 B-9116" 55.0 , -80.0 55.0 -90.0 55.0 , -90.0 55.0 .90.0 55.0 , -90.0 55.0 , -84.3 55.0 -71.0 55.0 , -72.9 3T' 18-0/16" (Equal Lite) 55.0' -90.0 55.0' -90.0 55.0' -90.0 55&o -90.0 55.0' -90.0 55.0! -90.0 55.0' 81.1 55.0' -73.4 over 16-9/16" 55.01 -90.0 55.0 -90.0 55.0 -90.0 55.01 -90.0 55.0' -90.0 55.01 -84.3 55.01 -78.0 1 55.0 1 -72.9 under 15-7/8" 55.0 1 -90.0 55.01 -90.0 55.0 1 -90.0 5&0 1 -90.0 55.01 -BB.5 55.0 1 -81.8 55.0 1 -75.0 55.0 1 -68.5 15-7/8" thru 19-3111 3 55.0 , -90.0 55.0 I -90.0 55.0 , -90.0 55.0 -90.0 55.0 I -90.0 55.0 -87.9 55.0 , -78.6 55.0! -71.2 38-3/8" 19 114" (Equal Lite) 55.0 -90.0 55.0 - 00.0 55.0 -90.0 55.0 E -90.0 55.0 -90.0 55.0 E 87.9 55.0 -78.8 55.0 -71.2 over19-1/4" 55.0 -90.0 55.0I -90.0 55.0 -90.0 55.01 -90.0 55.01 -88.5 55.01 -81.8 55.0; -75.0 55.01 -68.5 under 19-9/16" 0.0 55.0 ) -90.0 55.0 1 -90.0 55.01 -86.5 55.0 1 -80.2 55.01 -73.2 55. 11 -66.3 55.0 1 ., 59.7 19-9/16" thru 22-5/6" a 0.0 55.0 I -90.0 55.0 I -90.0 55.0 4 -90.0 55.0 I 89.1 55.0 I -78.5 55.0 ! -70.0 65.0 1 -6 '0 45" 22-9118" (Equal Lite) 0.0r50 55.0' -90.0 55.0 , -90.0 55.0 -90.0 55.0 , -89.3 55.0 , -78.5 55.0 , -70.0 55.0 , 63.0 over22-9/16" 0.0 55.0 -90.0 55.0i -90.0 55.0' -86.5 55.0' -80.2 55.01 -73.2 55.0I 6.3 55.0; -59.7 under 20-1/8" 0.0 55.01-90.0 55.0 i-86.0 55.0 j -81.8 55.0 1-75.7 55.0 -69.2 55.0 1-62.8 55.0 1-57.7 20-1/8" thru 24.1/2"3 0.0 55.01 -90.0 55.0 1 -90.0 55.01 -90.0 55.0 -84.8 55.0 1 -74.2 55.0 1 -65.9 55.01 -59.1 49 24-9116" (Equal Cite) 55.01 -90.0 55.0 , -90.0 55.0 1 -90.0 55.0 -90.0 55.01 -84.8 55.01 -74.2 55.0 65.9 55.0 -59.1 over 24-9/16" 55.0. -90.0 55.01 -90.0 ot u 1 -86.0 55.0 -81.8 55.01 -76.7 55.0 69.2 55.0 r -62.8 55.01 -57.7 under20-13/16' 55.0' -90.0 55.0' -90.0 55.0' -83.5 55.0' -79.1 55.0' -74.0 55.0' -67.3 55.0-61.9 55.0' -56.8 20-13/16" thru 24-11118" 3 55.0 j -90.0 55.0 j -90.0 55.0 j -90.0 55.0 j -90.0 55.01 -83.2 55.0 j -72.7 55.01 -64.5 55.0 j -57.8 50-5/8 24-3/4" (Equal Lite) 55.01 -90.0 55.01 -90.0 55.0 1 -90.0 55.01 90.0 55.0 83.2 55.01 -72.7 55.01 -64.5 55.01 -57.6 over 24-3/41 55.0 1 -90.0 55.0 , -90.0 55.0 1 -83.5 55.0 , -79.1 55.0 1 -74:0 55.0 , -67.3 55.0 1 -81.9 55.0 , -56.8 under24-15/16" 55.01, -87.9 55:011 -75.6 55.0' -65.7 55.0; -62.3 55.01 -60.0 5&0' -56.5 53.2' -53.2 49.6' -49.6 24-15/16" thru 30-5I8,'3 55.0 j -87.9 55.0 j -75.8 55.0 j -74.1 55.0 j -74.1 55.0 j -74.1 55.0 1 -65.5 55.0 -57.5 51.1 i -51.1 61" 30-9116" (Equal Lite) 55.0 87.9 55.0 I -75.8 55.0 -74.1 55.0 1 -74A 55.01 -74.1 55.01 -65.5 55.0 -57.5 5t1 I -51.1 over 30-9/16" 55.0 -87.9 55.01 -75.8 55.0 , -74.1 55.0,1 -74.1 55.0 -74.0 55.01 5.5 55.0 -57.5 51.1 ; -51.1 under 253{4" 55.0 -8#+5 71.7 55.0 F2.0 55.0 , -59.9 55.0 . -57.8 54.51 -54.5 51.3, -51.3 48.3 E -08,3 25-314"lhru31-5/6i3 55.0, -8 71.7 55.D' -69.4 55.0' -6gA 55.0' -69.4 550' -64.5 55.0' -56.5 50.2' -502 31-9/16" (Equal Lite) 55:0 ' 71.7 55.0 69.4 55.0 j 69.4 55.0 j 9.4 64.5 55.0j -56.5 50.2 j -50.2 over 31-9/16" 55.01 -83.9 55.01 -71.7 55.01 -69.4 55.0 1 -69.4 55.01 -69.4 55.0! -64.5 55.01 -56.5 50.21 -50.2 under 29-314" 55.0 , -68.3 55.0 -56.3 52.1 1 -52.1 51.5 , -51.5 51.5 , -51.5 51.5 , -51.5 50.0 , -50.0 46.4 -46.4 29-3/4" thru 36.518" 3 8.3 55.0 ' -56.3 52.1 ' .-52.1 51.5 ' -51.5 51.5 -51.5 51.5 -51.5 51.5 ' -51.5 46.4 , 46.4 73 36-9116" (Equal Lite) 55.0 j 8.3 55.01 -56.3 52.1 j -52.1 51.5 1 -51.5 51.5 1 -51.5 51.5 1 -51.5 51.5 j -51.5 46.4 1 -06.4 over 36-9/W. 55.01 -68.3 55.01 -56.3 52.1 1 -52.1 51.5 1 -51.5 51.51 -51.5 51.5 1 -51.5 51.5 1 -51.5 46.4 1 -46.4 under 31-3/4" 55.0 , -62.5 0.8 50.85, - 3 , A6.346. 2 , -05.245. 45.0 -05.0 45.0 , -45.0 45.0 , -05.0 45.0 -45.0 78" 31-3/4" thru 39" 3 55.0 , -62.5 50.8 -50.8 46.3 , -06.3 45.2 , -05.2 45.0 r -45.0 45,0 -05.0 45.0 -05.0 45.0 , -45.0 39-1/16" (Equal Lite) 55.0' 62.5 50.8 I -50.8 46.3' -06.3 45.2' -05.2 45.0 -05.0 45.0' -05.0 45.0' -05.0 45.0 Tip -to -tip dimensions forflange windows shown. For fin windows or buck dimensions, subtract V. 2 Overall sash height. For clear daylight height, subtract 3-9116" 3 Size range includes the standard Pro -View (3-owr-2 configuration) for the given Window Height. For overall sash width, subtract 2-15/16" from the buck dimension. TABLE 2: REVISED Monolithic Glass Types A 1 118" Annealed 1/8"Tempered 3116" AnnealedEE3116" Tempered 1/4" Annealed 1/4" Tempered PRODUCT as complying wish the Florid n,.iI&,g Code "nn Acccplmcc No L•L Expirar"nn Dale ByMi:uni ade Product Con z TABLE 3: Insulated Glass Types G 118" Annealed, 114"Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed I 1/8. Tempered, 114" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 1/8" Tempered Q LO O 008 ZO o z= g 0 LL LU U' _ j oD Z Z W LL 0 U U 8co FIGURE A: SASH 2 CROSS SECTION 0 'Q O m O N WITH I.G. GLASS) Z Z w p . In U) X Z O O N W Z li o a Ln a o S o. O Z W_ N S U :gcA 0SASH VISIBLE LIGHT III ll HEIGHT '' Ui W Z HEIGHT litII I SASH HEIGHT -3-911'6' III li to III li oNmN N III II dN.M x ICI I o 0, _ Il il II xwmN aU_ III li yZ oo 0 aY o z fOZ U NOTES v I1) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASSrj TYPES B-J. NOT APPLICABLE WITH 118" ANNEALED GLASS(TYPE A). tu r O.: 0'd 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR V11 Q z w HEIGHT DIMENSION SHOWN ON THE TABLE. - y '•.'J Z r4; d 0 d 1 Q irrl,unlivv r^Li CONCRETE/CMU CONCRETE/CMU PERANCHOR TYP. ANCHOR INSTALLATION DETAILS FOR FLANGE FRAMES PER ANCHOR REQUIREMENT TYPE. OPTIONAL ADDON 13 EMBEDMENT - REQUIREMENT 3 EMBEDMENT AND FLANCE INSTALLATION SILL & J MBS 41 27 PEREDGSUBSTRATE. RATOPTION 1 SILL & JAMBS tl4' MAX PER SUBSTRATE, SHIM 12 61 10 SEE TABLE 5, CURVED HEADER EDGE - THIS SHEET. INSTALLATION INTO WOOD DISTANCE - 2X, SEE NOTE 2, THIS SHEET. G7 EMBEDMENT 0 --- EMBEDMENT TYP. ANCHOR 36 - EDGE TYPE. 1 / 4' EMBEDMENT , , DISTANCE MAX MAXNE SHIM 24 SHIM SHIM DISTANCE PER PER TYP. ANCHOR TYPE, Ij SUBSTRATE - J EMBEOMENTAND - II SEE TABLE 5, 32 j EDGE DISTANCE II - 1 THIS SHEET. q3 64 EXTERIOR INSTALLATIONOO 1 .as 5" li PER SUBSTRATE, III INSTALLATION II 36 SHEET.BLE 5, THIS 1 OPTION 1 INSTALLATION INSTALLATION ANCHORS VISIBLELIGHTWIDTHTHROUGHBUCKSTRIPVISIBLE II STRAIGHT HEADER OPTION 2 -- BUCK WIDTH _ INTO MASONRY. LIGHT II INSTALLATION ONTO INSTALLATION TIP -TO -TIP WIDTH HEIGHT II 61 WOOD 2X. NO ANCHORS ANCHORS DIRECTLY 30 REQUIRED AT HEADER. INTO MASONRY. HORIZONTAL SECTION A -A 1 EGRESS FORMULAS j 29 TABLE 6: (EQUAL -CITE) 1/ 4'MAX.SHIM Min. Edge Min. 12 STEEL Anchor Anchor Substrate Distance Embedment WIDTH: TIP-70-TIP WIDTH-4" SELF - DRILLING Group HEIGHT: TIP -TO -TIP WIDTH2-fr5116' 41 SMS (G5), SEE \\ A 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" TABLE 5, THIS --- P.T.Southem Pine (SG = .55) Wig, 1-3/8" VISIBLE LIGHT F 9 SHEET ORMULAS y, 751^. 12 Steel SMS Aluminum, 6063-T5 min. 318" 1/B"' (EQUAL -CITE) BUCK USE EITHER HEIGHT INSTALLATION Screw (G5) Steel Stud, Gr. 33 min. 3/8" 0.0346 (20 Ga)" WIDTH (SASH): TIP -TO -TIP WIDTH - 5-1/16" EXTERIOR LATCH (# 29) OR -- BOTTOM LOCK " OPTION 4 A36 Steel 318" 1/8"' WIDTH (FIXED): TIP -TO -TIP WIDTH -4" 32 (# 11). TESTED INSTALLATION B P. T. Southern Pine (SG = .55) 1" 1-3f8. HEIGHT: ( TIP -TO -TIP HEIGHT-7-1/16'y2 TIP- 70-TIP UNIT LOCATION: ANCHORS HEIGHT I 6-518' FROM 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksl) 1" 1" 35 jl II - VENT END. DIRECTLY INTO ASTM G-90) 1-3/4" 1-114" I METAL. Ungrouted CMU, j 64 43 P.T. Southem Pine (SG = .65) 1" 1-3/8" VISIBLE II 7 1 - Concrete (mIn. 2.9 ksi) 1" 1-3/8" LIGHT UnOraled CMU, (ASTM C-90) 2-t12 TjI 'I 34 DADE APPROVED MULLION, C 1/4" Steel Utrawn ALUMINUM. STEEL FRAMIN(OR EXTERIOR jI STEEL STUD. SEE SUBSTRATE n ' MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. PROPERTIES, TABLE 5, THIS SHEET. v NOTES 43 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2. 254' 31 20 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 2X WOOD 2 2) WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2XARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS PRODUCT i h theFlorida , Bu, l g cock irJ'O,% f BUCKSTRIP, ( WHEN USED) SHALL BE DESIGNED UN PROPERLY TRANSFER LOADS U THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE P Y 9 SEE NOTE 2, _ ENGINEER OR ARCHITECT OF RECORD. Acccptanc No ) t 111 I P I I / I Bx imlion Dale THIS SHEET. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO Revised 8y: Date: R-ision: T REFERRED TO AS DAYLIGHTOPENING)IS `,`Qta`.. Y4IV.. n//!(F7i JJ 10/10/11 2014 UPDATE Mnmi adc Product Contrd I MEASURED FROM BEADING TO BEADING. ;` GENSF Q. Revised W. Date: Revision: 1/ 4" MAX SHIM K No. 50705 X SC 05/20/15 TABLE 5 NO ANCHORS - - CONCRETE PER_ ® N— ipllon: Drain • REQUIRED IN ANCHOR - -O '.ri-I _ FLANGE FRAME INSTALLATION DETAILS J ROSO.WSKI FLANGE ° . REQUIREMENT ; S WFRAME SILLISTTEO/ 1070 TECHNOLOGY DRIVE Tilt.: Date: F40RIO-' -• N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P. O.ISBOX 15290—Mg No. vvi1 OJA( NOKOM, FL 34274 SeAes/Model: Scole: Sheet: VERTICAL SECTION B-B RevB A. LYWM, 11LLER, P.E. CERT. OF AUTH. #29296 SH-200 NTS 4 OF 8 MD-SH2O0-01 P.E # 58705 I, t INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT OPTION 5 2X CURVED HEADER ET!M ECE INSTALLATION DIS ANCHOR(SCREW) THROUGH THE FIN DISTAN Is FLELIGHT HT IIlIiIIi I l ls a IIII 41 EXTERIOR 2.751" a BUCK HEIGHT g 35 1 VISIBLE LIGHT HEIGHT 43 2.254" 31 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR NAIL) THROUGH THE FIN 1l4 S IMJ TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. 8 ) Ix USE EITHER LATCH (# 29) OR 32 BOTTOM LOCK 11). TESTED UNIT LOCATION: 6-5/8' FROM 1 VENT END. J EDGE DISTANCE { EDGE ` DISTANCE EDGE TYP. ANCHOR TYPE, EMBEDMENT AND DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD. i-- EMBEDMENT SEE NOTE 2, THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBED 1/4" MAX SHIM 1_ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, IN SEE TABLE 6. THIS SHEET. — INSTALLATION OPTION E STRAIGHT HEADER INSTALLATION ANCHOR SCREW) THROUGH THE FIN INSTALLATION OPTION 7 INSTALLATION ANCHOR (SCREW) THROUGH THE FIN 10 STEEL SELF -DRILLING SMS (G5) EXTERIOR J V _T_ ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. MULLION SECTION DAD£ APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. TABLE e: Min. Edge Min. Anchor Substrate Distance Embedment 2-112" x .113" Box Nail P.T. Southern Pine (SG = .55) 1/2" 2-7/16" 2-112" x .131"Common Nall P.T. Southern Pine (SG = .55) 9116" 2-7I16" 2" x .146' Roofing Nall P.T. Southern Pine (SG = .55) 9116" 2-7/16' P.T. Soulhem Pine (SG = .55) 3/4" 1-3/8" Aluminum, 6063-TS min. 3/B' 1/6" 10 Steel SMS Screw (G5) Steel Stud, Gr. 33 min. 318" 0.036 A36 Steel 3/8" 1/8" EMBECMENT INSTALLATION OPTION 6 INSTALLATION ANCHOR NAIL) THROUGH THE FIN PRODUCT RE',VISEU c wmpiying with the Florida Duitding Code 5 NOTES 1) USE ONLY SUBSTRATE 111 I'161)f)A)MUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Acceptnnca No 1 2^2 gx irnlion Dstc rL I 1l4' MAX SHIM APPROPRIATE ANCHORS LISTED c° Revised By: Oote: Revision: By JJ NO CHANGE trONTABLE6OFTHISSHEET. AND EDGE C\.t'`GN tGENS R.. 9 i 10/10/11 Mimn Dadc Product FOLLOW EMBEDMENT DISTANCE LIMITS. ANY P ' Revised By: Dafe: Rev3slon: EDGE DISTANCE INSTALLATION OPTION SHOWN 1$ No. 58705 SC 05/20/15 NO CHANGE EDGE DISTANCE MAY BE USED ON ANY SIDE OF THE WINDOW. IS 7 Description: FIN FRAME INSTALLATION DETAILS Drown ey. J ROSOWSKI EMBEDMENT'. 2) 2X WOOD FRAMING OR BUCK, 1-1/2'THICK OR GREATER. rE o U A c - OR Of+.'. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Date: iitle: SINGLE HUNG WINDOW INSTALLATION 05/11 11 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT S/(NA C G\ r I r r I ; P.O. BOX 1529 NOKOMIS, FL 34274 Series/Model: Scole: Sheet: Drawing No. Rev: OPENING) IS MEASURED FROM t I I A. LYNN MILLER, P.E. CERT.OF AUTH. #29296 SH-200 NTS 5 OF 8 MD-SH2O0-01 VERTICAL SECTION D-D BEADING TO BEADING. P.E.#58705 0.BLE 7: — Anchor Quantities Required, Flange Frame Maximum Window Width' 49' 5&1/B" 6axlmurn Group tB-118" A Group B,! roup C 28.1/2" B Group C 33" Group A Gmup B Group C 37• Group A Group 8 Group C 41' GroupA Group B Group Gmup 45" AGroup B Group Group A Group B Gmup Group A Group B GroupSash Window Height'( see Heigh: 2 Figure. A. this sheet) g E 3:i rGmAuprrfi f f ua m° m B m$ m a m 3T' 18-9118" (Equal Lile) 8- 9/16' Is iWWin 193l16"s 19- 1/4' (Equal Uto) own 194/4' 2 2 2 2 2 2 2 I < 21 2 2 2 2 2 2 2 2 1 2 2 2 2 2 t I < 2 2 2 2ff2 1 2 2 2 2 2 c 2 2 2 2 2 2 2 c 2 3 2 2 2 I c 2 1 2 2 2 2' 2 2 2 3 2 3 2 2 23 2 2 3 2 2 2' 2 3 2 21 3 2 2 3 2 3 1 3 2 3 2, 2 3 2 2 3 1 c 2 1 2 2 2 2' 2 2 2 2 2 22 224 2 2own22. 9/ 16" 3 2 2 3 2 2 2' 2 3 1 2 3 2 2 3 2 3) 3 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 1 2 2 2 23 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 3 2 2 4 2 4 3 3 4 3 2 4 3 2 4 3 3 3 2 3 2 2 3 2' 2 2 2 3 2 2 3 4 1 2 2 3 2, 3 2 4 2 1 3 d 2 3 4 2 1 3 4 2 2' 3 2 3 3, 3 Jj 3 2 1 2 3 1 2 2 2 2' 2 2 1 2 3 1 2 2 3 2 1 3 2 2 2 3 2 3 4 2 3 3 2 3 3 2 2 3 2 2 3 2 2 13 2 I 2 3 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 2 2 2 2 2 3 3 3 2 44 4 4 4 2 4 4 2 4 4 3 3 3 J 3 2 2 3 2' 3 J i 2 3 1 2 2 1 4 2 4 3 3 4 2 3 4 J 3 4 2 3 3 3 2. 3 3 1 2 2 3 3 2 2 3 2 2 2 2 3 2 2 3 21 3 2 3 4 2 3 3 2' 3 3 2 2 3 2 1 2 2 2 3 2 Z 2 2 3 2 2 2 2 3 3 2 3 2 2 2 2 4 3 2 4 4 4 3 2 4 4 4 3 4 3 1 2 2' 4 2 219-9118" 346" 2 4 2 4 3, 3 3 3 4) 3 4 3 I 4 3 3 3 3 2' J 3 1 2 3 2 2 3 2 3 2 1 3 3 3 3 3 3 3 3 1 3 3 2 312 2 3 3 3 2 2 2 3 3 2 2 2 2 2 2 2 4 4 4 3 5 4 4 3 3 M1 4 1 2 4 2 2 4 21 4 3 3 3 3 3 1 4 3 3 3 4 3 1 3 3t 3 4 3 2 3 1 2 2 3 21 3 2 3 3 2 3 3 3 1 3 3 1 3 3 1 2 31 2 2' 3 3 3 2 2 2 2 3 2 2 2 3 2 2 4 2 2 4 2 4 2 4 4 21 4 4 g l 33 3 3 5 3 1 4 4 3 3 3 3 3 4 3 3 3 3 3 3 4, 3 4 2 4 3 1 2 3 2 3 2 3 2 2 3 2 4 2 3 2 4 2 3 2 3 3 2 2 3 2 5 3 4323 2 4 3 3 3 3 2 3 2 4 3 1 3 3 3 3, 3 3 3 2 3 2 5 4 2 4 1 2 3 1 2 3 2 4 2 1 3 2 2 4 2 3 2 3 3 2 3 2 3 3 3 2 3 4 3 4 3 3 1 3 2 1 3 2 3 3 3 2 2 3 3 T 3 2 3 1 3 3 3 3 413 3 I 2 3 2' VISIBLE LIGHT HEIGHT SASH HEIGHT 3-9116" 383/6" under19-9116" Ihm 22- 5/8"' 22 9/ 16' (Equal Lile) 2 2 2 2 1 2 2 1 2 2, 2 2 1 2 2 1 2 2 2 2 2 2 2 3 3 2 2 3 3 2 2 4 3 2 49 under 20. 1/8" 261/B" Ihm 24-112.3 2 2 6. ( Equal 249/16' (Equal Lit.) 2 2 2 212wearunder 2413/ 56" 3 2 2 2 2 2 2 2 2 2 26- 13/ 16"thin 24-11/16"' 24J/4" ( Equal Lice) 2 2 2 2 2 2 2 2 2 3 33 2 1 2 2, 2 61 under24- 15/ 16" 24.15/ 16" ttuu 30.516"' 32 2 3 3 2 1 2 2 2 30.WW' (Equal Li!e) own 30. 9/16" 2 3 2 2' 2 2 2 4 63" 73" under 253/ 4" 3 2 3 2 j 3 2 25-3/ 4' thru 315/8'' 2 2 1 2 2 2 2 3 2 3 2 2 2 2 2 1 3 2 1 2 31-9116" ( Equal Lite) 2 2 2 2, T 2 2 2 3 2 1 3 2 2 2 2 owr 31- 9116" under 293/ 4" 29-U4" lhru 36_51, 3 2 3 3 2 2 2. 3 2 3 36-9/ 16" (Equal Lile) owr3S9/16' 2 2 2 2 i 2 2 2 PRODUCT REVISED as, complying with the Florida Building Code' p1rj7$•ry2 Acccplance NoEmr, min Dale lsa BY farm iaads Product0tj O 7 C3 O LL a0a O Z N e O Z N 0 Q a Z Z H 00 LL Z O U U 3gg SASH Z d Z. 0 HEIGHT Z Z n U 8 a 0 o z Nxcx0W lc n it U) 8Q e n f N 10 x 3j mVlQunder 31-3/4" 3 2 3 2 3 2 3 2 3 2 3 2 3 2' 3 2 " r`- le" 31.314" thru 39"' 3 2 1 3 2 3 2 3 2 3 2' 3 2 3 2 3 2` 3 2 3 2 I 3 2 3 2 3 3 3 2` 3 2 4 3 1 3 2 j 3 2 4 3 4 3 3 2 FIGURE A: SASH CROSS ° a y o 39-1/16' (Equal Lit.) 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 2 2 I' 2 2 3 3 1 2 2 1 2 2 3 3 3 3 1 2 2 3 3 1 3 3l 2 2 3 3 1 3 3 3 3 3 3 1 3 3 3 3 MONOLITHICSECTION GLASS) o Z = w 1 Tip -to -tip dimensions for fangs windows shown. For buck dimensions, subtract 1". z Overall sash height. For clear daylight height, subtract 3-9116". __ s Size range Includes the standard Pro -View (3-owr-2 configuration) for the given Window Height 9 SEAM ' 9' MAX. SEAM \ vvv 5llll1111/l7 MR" refers to "Meeting Reit". FOR ALL \ For overall sash width, subtract 2-15/16" from the buck dimension. - FLANGED . .. //' w WINDOWS WITH , \ d NOTES _ A CURVED •2 D-' HEADER, AN 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PERTHE ELEVATION ADDITIONAL - _ 9 °J u3 k ON SHEETi. DIMENSIONSSHOWNARETIP -TO -TIP. woo J u ANCHOR IS _ w r— 0 Qa w V O REOUIREDAT a 2) FOR FIN FRAMED WINDOWS. SEE NAIL PATTERN ON SHEET 1. N I_ THE CENTER OF y ' : Q THE HEADER. Zp'S"-- - a 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH —-/ OR HEIGHT DIMENSION SHOWN ON THE TABLE. i T! 4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS. 1" WEEP NOTCH a EACH END ANGLED/CURVED FRAME ASSEMBLY 90° CORNER FRAME ASSEMBLY C 50 51 MITEREC W ITFWELDS AT SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS 1/8' ANNEALED OR TEMPERED GLASS CU fl! 3/8".NOW: GLASS BITE TEMP R E GLASSTEMPEREDGLASS 31 GIL 1' WEEP NOTCH (aj EACH END PRODUCT REVISED m complying wish the Flmida Building Code Acceptnnce No 1 05 .1 ANGLED/CURVED Px 'moon Date p FRAME j ASSEMBLY90° CORNER FRAME ASSEMBLY am 0OocJnZ o O_-.= b 6 W Q O 5 a co g Z LL O FIANGEFRAME SHOWN, FIN L) V pj) MITERED FRAME FRAME SIMILAR RQ Ao O n WITH FRAME WELDS AT Z b Z rc mSCREWBOSSES O% w Z ASSE DETAFOR ASSEMBLY DETAILS FOR o o u) DFINFRAMETOMEET{NG RAIL o Q o o w 11J o o N 114"ANNEALED OR ,I TEMPERED GLASS I 311 GL, 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL GLASS TYPES A & 8 GLASS TYPES C & D GLASS TYPES E & F az J s= R c f D n 112" NOM. GLASS STACK 114" AIRSPACE 3/16" ANNEALED OR 1/2" NOM. GLASS STACK 3/16" AIRSPACE LNo < w N O N 1/8ANNEALED OR 1/B" ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS o f F III II 63 43 jl\ II jl I, 64 x0m 43 II II woo 0 GLASS SITE I 36 318" NOM. GLASS BITE 4 jl I I Ij 1 36 ax o 0 33 32 7 Qv' o ro.7 o 1/ 2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL J rN LL;. GLASS TYPES G & 1 GLASS TYPES H & J y•'. Z o _Z oW.' V d I-e- 2.000' 082' .500' 869 062' 062 10 FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056" 3.225' 050" 975' 1.125" 1 .050" 2.056" OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM 062" 1.582' 062' - 1.010• 9 FIXED MEETING RAIL 063-T6 ALUMINUM 2.600' 050" 050' 500' 050' Imo- 2.056' 2 FLANGE FRAME SILL 6063-T6 ALUMINUM 1 1.125" 050' 062' 2.OD0• 050" 975" . 062' C 6 INTEGRAL FIN FRAME JAMS6063-T5 ALUMINUM 1.187- 062F--{ . 926'-- OSASH SIDE RAIL 10 063-TGALUMINUM 11tnl+ll, a' .• '"10ENSF No. 58705 A. LVNtJ IAII«UR, P.E. P.E p 58705 238' .050' J oer 2.000' i 00' I-- 1 062' 050' OFLANGE FRAME JAMB 063-T6 ALUMINUM 2.000" 962" I - 1.125" 050' 062" 869 062' . 062' 062' ----I OINTEGRAL FIN FRAME HEAD 6063-T5 ALUMINUM 976" -I 1.187' +{ r .050' 1.229" 1.807" 062" 1.898' TjL Ij050' 1 . 062" 062' 73 DON FLANGE 063-T6ALUMINUM 926" 00' r- BOTTOM RAIL SASH TOP RAILOSASH6063-T6 ALUMINUM O 606-T6 ALUMINUM R 826' L-19 874' 062"- 1.157' OSASH BOTTOM LOCK RAIL O SASH STOP 11 063-T6 ALUMINUM 12 6063-T5 ALUMINUM Revised Sy: Dote: Revision: JJ 10/10/11 NO CHANGE ReH..d By. We. Revision: SC 05/20/15 NO CHANGE Ds..ripli- BOM & PART DETAILS PRODUCT REVISED complying will, the Florid. Building Cod, nA A-ptonc, No pirationDote 2olG qyMiamFProduct Contrd 1 J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P. O. BOX 1529 NOKOMIS, FL 34274 Berle./Modeh Scrola: Sheet: Ora.Inq No. Rev: CERT. OF AUTH. #29296 SH-200 NTS 8 OF 8 MD-SH2O0-01 B D FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12194-R3 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden f' Validation Checklist - Hardcopy Received FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 APRM j` 1 zf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved of Prod 08/27/2015 08/28/2015 09/04/2015 10/16/2015 FL # Model, Number or Name 12194.1 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. Description Aluminum soffit panels r. Installation Instructions FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits. odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC Q4 T4 Soffits. pdf E Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 mail 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 emails 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 email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ® cL lte.k. S,(I U11I1 it i i }z:k r, Manufacturer: Manufacturing: Quality Assurance: SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-342.1 FLORIDA BUILDING CODE'S'" EDITION (2014) ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 wwwialutinumcoilsinc.com Tampa, FL PRI Construction Materials Technologies (QUA9110) Issued August 27, 2015 Category:; Panel Walls Subcategory: Soffits Code Sections: 14045.1, 1710.9.4 Properties: Wind`;Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02 q1 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation" detail shall prevail: 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2: 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the. minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 318" F-Channel, Preformed.norninai G.616-inch thick, 3105 H-14. aluminum F-channel. See Appendix D'for dimension drawings. 3/81' J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings, ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is"provided for State of Florida product approval under Rule 61G2G-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. 12" T4 Soffits 18'_r,ULL )UT 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 in2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. t ' ENTER ff.Na ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. the proaucis evatumea nerein Dy cacnary m. rnest, r.c. nave uumunsudreu cuniPndncc wiai uic nVi+ud ounauiy Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P"Y R. N 2015.08.27 No 74021 •'• !`'` 07.0500 ywynah ac ez.nwar,w.,. 04''0'0 13 STATE OF .' 44/ O R , \ Zachary R. Priest, P.E. Flpricla Registration No. 21 0N A1- Organization No. ANE9641 fill iWO" CERTIFICATION OF INDEPENDENCE 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 (7 pages) 2)' APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C - Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotify 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: 4•, E 2. Refer to LimiTAT[ONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section ofthis.report for installation detail when the information is not explicitly stated for theselected 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 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 1 1 Approved System Numbers and Definitions' 12F-# A proved Systems for 12 inch" Overhan with F-Channel 12J-# Approved Sstems,for 12-inch Overhang with J-Channel 16F-# Approved Systems for 1'6-inch Overhang with F-Channel 16J-# Approved Systems for 16 inch Overhang with J-Channel 24F-# Approved, Systems for 24-inch Overhang with F-Channel 24J-#' Approved Systems for 24-inch Overhang with J-Channel Approved Sysfems for 12-inch overhang with F-Channel . Wall Connection ," Eave Connection" System _ Panel M©P No:, Wiiith ipsq Substrate F Channel Substrates Panel Attachment Fascia Cap Attachment: Attachment Max. One ( 1) min. 3/8-inch head dia. nail, One (1) min. 3/8Ix 3/8-inch One (1) min., It 3/4-inch-long x 0072- inch diax min3/16= 12F-1 16- inch Wood min. 1: 25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail- t40.0 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-inchdia. x min. 1/4-inch 48, 12F-2 1, 6-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 tong T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 1'5001 FL12194- R3 Page 2 of 7 COILS, INCREEKALUMINUMSoffits TECHNICAL SERVICES, LLG Appendix A Approved Systems,:for 12-inch oVerha,ng with J-Channel„ Walf Connection ,.. 1, Eave Connection " Panel ". MDPSystem No. Width, Psi Substrate, F_ Channel Panel Attachment Substrate °- Panel Attachment Fascla Cap Attachment, -'- Attachment Three (3) min: 3/4- inch 1/4-inch crown One (1) min. #8'x 1/2-inch One (1) min 3/4-inch x One (1) min 1 3/4inch long x 12J- 1 Max. Wood staples in diamond long x 3/8 inch head diameter Wood 1/4=inch crown staple 0. 072-inch dia. x min, 1/4-inch 48` 16- inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c connecting soffit to J-channel` inch o.c. Approved Systems for 16 i.......ch`o've'chang with F=Channel R Vllall Connection'; Eave,Connection, F System Panel MD'PNo Width Ps Substrate P- Channel Substrate' Panel Attachment Fascia Ca P 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 staples 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 1:2-inch o.c. One ( 1)18 ga 114-inch crown x One ( 1) min. 1.75-inch x Max. Three (3),18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max. 0. 072-inch diameter 16F- 2 1. 2-inch Wood inch leg staples in diamond pattern. Wood 4- inch o.c. and securing each finishing nail with min. 3116- 53.3 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. Vim nail. 2& 6 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. 1 314-inch long x 0.072-inch dia. x min. 1/4- 27 16F- 4 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. tnp nail 36.1 spaced 24-inch o.c. spaced 48-inch-o.c. ALC15001 FL12194-R3 Page of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or n„ fitit —i—n— rhnnna thr- inh-it tha Airatinn frar which this rannrt is valid Thic evaliiatinn rennrt rines not exnress nor imply warranty_ installation_ recnmmended use nr nther One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-5 Max. Masonry One (1') 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- finishing nail with min..3/16- 43.3 16-inch spaced 8-inch o.c. inch o:c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga 1/4 inch crown x One (1) min. 1.75-inch x 16F-6 Max. Wood Three (3) 18 ga.1/4-inch crown.x 1- inch leg staples in diamond patter Wood 1 -inch leg staples spaced 4-` 0.072-inch diameter finishing nail with min. 3116= 43.3 16-inch spaced,16-inch o.c; inch o.c. and securing each. inch head spacedpanellap167incho.c. Approved;Systerns for 164nch overhang with J-Channel I, Wall Connection Eave Connection, - Systems Panel MDP No., Width psf) Substrate a 'Channel —Fascia Substrate Panel-Attachmsnt Gap Attachmenf :_ Attachment 1,'.' One (1) min. 1 3/4-inch Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown sta le spaced 8-inch o.c. p p min. 1/4-inch head dia. tripp 31.4 spaced 24-inch o.c,, nail spaced 48-inch o.c: oyoi-11 _ No raIIci Width Psfl, Substrae F-Channel Batten' Panel Attachment Substrate, Panel Attachment < Fascia Cap Attachnlent Attachment , One (1)18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1l4- 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-4 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80I-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch mch-o.c. 3116-inch head spaced spaced 16-inch o.c.' shank rail 24-inch o.c. finishing nail with min. 3/16-inch headspaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x:1-inch leg Nominal 1x2` staples spaced One (1) min. 1.5- No.2 SYP 1.2-inch o.c. securing One (1) 18 ga. One (+1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch inch 0 072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples 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 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- 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 staples 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. 3116-inch head spaced 4-inch o.c. ALC 15001 FL12194-R3 Page of 7 ALUMINUM COILS-, INC soffits TECHNICAL SERVICES, LLc Appendix'A Approved Systems:for 24-inch overhang v4[ F=CF'annel Wall Connection Center Connedton - Eave Connection Systerrr' Panel MDP No. Width(p$fl Substrate F Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2, crown x 1-inch leg Not SYP staples spaced Three-(3) 18;ga.1/4- anchored to 12-inch o.c- securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16=inch Wood leg staples in 1) min: 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. and securing; 3/16-inch head spaced spaced 164nch o.c. shank nail 0. x .072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c: One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min.1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x inch x 11'ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16'-inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072=inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch.o.c ALC15001 FL12194-R3 Page 6 of 7 This evaluation report 'is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein: Nominal.1x2 No.2 SYP anchored to 24J 1 Max. rafter with one 12-inch (1) min. 2.25- inch x 7d ring shank nail 24-inch o.c. Nominal1 x2 No. 2 SYP- anchored to 24J 2 Max. rafter with one 16- inch (1) min. 2.25- inch x 7d ring shank nail 24- inch o.c Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch min. 2.25 inch x 7d crown x 1-inch leg Three ( 3),18 ring shank nail straight - nailed through staplesspaced ga. 1/4-inch crown the'rafter into the end 12 inch o.c securing eachpanellapx1-inch leg of the batten or two (2) staples in diamond min.'2.25-inch x 7d One (1) min. 1.75-inch pattern spaced 16- ring shank nails toe x0 072-inch dia PPmeter of sideeithernailedoneereincho.c. finishing nail with min. thebattenateach3/16-inch head spaced batten/ rafter 4-inch`o.c. intersectionMax. rafter spacing is 24- inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga. 1/4-inch mini2.25-inch x 7d crown x 1'-inch leg One ( 1),18 ga. Y< One ( 1) min. 1.75-inch inch crown x 1-inch x 0.072-inch diameter Wood finishing nail with min. ±60 Three 3 18 ring shank nail straight nailed through staplesspaced ga. 1/4-inch crown the rafter into the end 12-inch o.c. securing each panel lap x1-inch leg of the batten or two (2) Woo staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-inch pattern spaced 1'6- ring -shank nails toe- z'0.072-inch diameter inch O.C. nailed on either side of finishing nail with min. thebattenateach3/16-inch head spaced batten/ rafter 4-inch o.c. intersection. Max. rafter spacing is 24- inch o.c. I eg staples spaced 3/16-inch head spaced 8-inch o.c. 12- inch o.c. One ( 1)18 ga. '/<- One (1) min. 1.75-inch inch crown x 1-inch x 0.072-inch diameter d leg staples spaced finishing nail with ruin.. 53.3 8- inch o.c: and 3/16-inch head spaced securing each panel 16-inch o.c. lap Not& - Refer to the APPRoveo SrsTkms sec this report for additional,rnstaliation details of a selected system and maxim, 1217-1 & SOFFIT (OVERHANG WIDTH VARIES 12F-3 "F" CHANNEL Wood, is cn t. or Block Wall FA STAPLE SOFFIT TO ASCIA BOARD ,#T5.0 8" X 3/8" STAPLE 16" O.C. FASCIA I...IP 1 /4" PAINTED S.S. 1 3/4 TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 12F-2 3/ X 1 /4" -. CROWN STAPLES IG- A niAfink WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B f SOFFIT 'STAPEE v C.,ir DIAMONDOOEPATTERNDETAI t BETWEEN/ STAPLESt FACIABOARDr fFASCIA CAP 3/ 44 X.11 /4" CROWNA,,FACIA 1 BOARD STAPLE: " B" ON CENTER PF CIA GAP X1/ 4. CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 2 of 12 CREEKsoffits ALUMINUM, COILS, INC TECHNICAL SERVICES, LLC' plj3pet7diX B ys tem No Installation Detalf:- OPE[v RAFTER ,%.'~ r 3— K cis ` `t, SOFF#T STAPLE r' olSr DIAMOND PATTERN! Gi ETAi I : FACIA 130ARt) ' BETWM I S pPLES..'l. 1. 3/4" X 1;/4"-CROWN STAPLE "24" ON CENTE USING iA DIAMOND PATTERN FASCIA CAP 12J-1 X 1 /4" CROWN a' NAIL. 1-3 TRIM FACIA BOARD: STAPLE ON CENTER!,4," PAINTED SS. J CHANNEL 1-3/4` TRIM NAIL) d r ::>cz i t ti_tn : nc 1 48, x PAINTED S.S. 48" FASCIAFASCIA CAP 1 j 2-` c 3 R' t9ead, Q-C- 3/4' X 1/4". ter s_.:.ew, CROWN STAPLE' SOFFLT"Iuax, l lI ch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 3 of'12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein; SystemNom, Installation Detail at J' TRIM NAIL FASCIA BOARD PAINTED SS: FASCIA CAP SOFFiT OPEN RAFTER i'a}" CROWN STAPLE FASCIA BOARD W.Bd 516"T 7 tL 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA -.CAP; ;REFER TQ.;SDFFIT & FASCIA DETAIL f' CHANNEL SOFFIT; MAX. 16" SPAN MASDNRY SUBSTRATE ji ALC15001 FL12194-R3 Page 4 of 12 FASCIA LIP 1 f 4"-J' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS .PER 12' PIECE SOFFIT & FASCIA DETAIL 3x 1 ja- ` 1 CROWNSTAPLES31V 9ETVM USING A DIAMOND t sTa+ i> s PATTERNFACIA BOARD r FASCIA CAP 16 F- 4 X;1j4, CROWN 1-3/ 4- T RIM NAJSTAPLE "I3" ON CENTER 1-3ja" TRIM NAIL f CHANNEL CAN BE PAINTED S S. 48 INSTALLED WITH THE Q,C NAILING FLANGE' UP OR DOWN SOFFIT —' max. ! 6inch span WOOD SLBSTRATE 1- 3j4" ' TRIM NAE PAINTE.b S. S. SOFFIT & FASCIA DETAIL._ ALC15001 FL12194- R3 Page 6 of12 16F-2 16 F-6 vx}" CROWN STAPLES USING A DIAMOND ATTERN:,REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL F" CHANNEL SOFFIT & FASCIA DETAIL FASCIA CAP: REFER. / - TO SOFFIT &-FASCIA 3„ DETAIL $ SOFFIT: MAX. 16" SPAN SOFFIT STAPLE DIAMOND PATTERN Page 7 of 12 System No., Installation Detail -. OPEN°RAfT£R v SOFFIT TAPS LE GIST DIAMOND PATTERN DETAIL FACIA BOARD tt ais• &ETVMI STAP ES " y< y rr 3/4" X 1/4" CROWN STAPLE "24» ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 LJ-CHANNEL 3 f4" STAPLE "$" ON CENTER 1i 3/4" TRIM NAIL PAINTED, SS. 1-3j4" TRIM NAIL PAINTED S.S. 48"' FASCIA GAP O.0 3/4" X 1/4" CROWN STAPLE SdFF1T-Pnax. -1:._-.6inch -par. WOOD OR BLOCK SOFFTT SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001 FL12194-R3 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. TRIM NAIL t FASCIA BOARD PA IIT,ED 5:5. i`m}" CROWN 3 - ".. FASCIA CAP STAPLES' SOFFIT USING A DIAMOND PATTERN; REFER TO. \ _ - t"zZ"CROWN STAPLE SOFFIT STAPLE V DIAMOND PATTERN \ ` DETAIL - t I ' TRIM NAIL - fASCIA'.BOARD: PAINTED SS. - SOFFIT & FASCIA DETAIL 24F-1 24F-4 rq, CROWN STAPLE / FASCIA CAP: REFER / TO SOFFIT & FASCIA / DETAIL Nomina[ VW! SYP ! 31& - Batten Authored to 'SOFFIT; MAX, 24": F-CHANNEL - 'Rafters with one 9d 111Ri,q Shank,Nail. at ) every Rafter' j J WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN 24 F-5 F'-CHANNEL 1 P" TRIM NAIL S. PAtf{TEO $-S. jf( j \ \ t 1 (RI'' Nominal 1"x2" SYP Batten Anchored to Rafters uifb one Id Ring Shank Nail at every Rafter ALC15001 FL12194-R3 Page 10 of 12 CREEKSoffits. ALUMINUM COILS,,INC TECHNICAL SERVICES, LLG Appendix B" Systern'.No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD' PAINTED S:_S. f+DA }" T-NAILS FASCIA CAP SOFFIT f 1'x}' CROWN STAPLE- - I i }' TRIM NAIL FASCIA. BOARD PAINTED"S S SOFFIT & FASCIA DETAIL, 24F-3 & 24F-6 c i"r}" CROWN STAPLE FASCIA CAP: REFER .'.. TO SOFFIT S FASCIA DETAIL Nom na€ I'x2' SYP' _ F-CHANNEL Batten Anchored to Rafters with One Id SOFRT- MAX, 24"- Rina Shank. Nail at.- ALCI5001 FL12194-R3 Page 11 of1'2 ALC15001 FL12194-R3 Page 12 of 12 provisions: v 1. Wind speeds for risk category, 1,11, Ill, 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 1'0-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. Vint is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension, or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 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 33.9 37.9 42.2 46.8 4 30 16.9 119.8 r 22 9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24,9 M6 32.5 36.7 41.2 45 9 50.8 50 19.5 22.9 2&5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0: 27.8 32.0 36.4 41.1 46.0 1 51.3` 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 " 46.8 52A 57.8 Loads) 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 37,0 411 , , 46.8 52.1 57.8 5 46 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 34A 39.5 44.9 50.7 56.8 63,3 70.1. 20 10 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1' 30.0 25 1.0.8 127 14.7 M-.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 4 40 11.7 13.8 16.0 18.3 20.8 215 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 Enclosed 60 13.1 15.4 17.8 1 20.5 23.3 26.3 29.5 32.9 1 36.4 Positive 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 Loads) 10 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 10.8 12.7 14.7 16.9 19:2 21.7 24.3 27.1' 30.0 5 Ifl 11.7 13.8 16.0 18.3 20,8 23.5 26.4 29.4 32.5 1Z5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 13.1 15A 17.8 F720.51 23.3 2&3 29.5 32.9 1 36.4 ALC1'5001 FL12194-R3 Page 2 of 4 CREEKSoffitsALUMINUMCOILS, INC TECHNICAL SERVICES, LLC, Appendix C 0"' i ' Wind Pressures for Sof,its m„Exposur i:h ` Meant, n Basic UUind$ Building Types Zone Roof 120 130 40 1v? 160 170 18f? 190 ,200 Hei < ht ft e. 20 _ . 24:7 25.4 29.,5 33.8 38.5 43.5; 48.7 543 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 563 62.8 30 23.6 27.7 32.1 36':9 41.9 47.3 53.1 759.1 65.5 4 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: Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74_3 Loads) 25 27.9 1 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29A 34.2 39.6 45.6 51.8= 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1, 48.3 54.9 62.0 69.5 77.5 86.8 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 67A 75.5 84.2 93.2. 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 37.0 42.0 4 40 16.0 18.8 21.8 25.1 28.5 3Z2 36.1 40.2 44.5' 50 16.8 19.7 22.9' 26.3 29.9 33.7 37.8 42A 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38,5 Loads) 25 14.5 17.0 19.7r22.6 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 5 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 1 17.4 20:5 217 27.2 31.0 1 35.0 1 3U 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product' approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughoutthe 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. CREEKSoffits f ALUMINUM COILS, ING TECHNICAL SERVICES, LLe Appendix C• best n Wtnd, Orsssures:far Soffifs to Exposure A. Budding, ZQneiv Mean r. t3aMc Wind $eed m ,h s T eyp, 130.. C40 150 16d 170 18fJ P 19d ; 200 u': Het 'ht . ft I 20 26.0 30.5 35.4 40 6 46.2` 82.2 58.6 65.2; 72.2 25 27.0 31.6 36.7 42..1 47.9 541 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 4 40 29.4 34.5 40.0 45.9 52.2' 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8' 76.6 84 9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43:7 50.1 57.0 64.4 72:2 80A 89A Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83A 92.4 30 34:5 40.4 46.9 53.8 61.3 ' 69.2 77.5 86.4' 95.7 5 40 36 2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 4007 50 37.7 44.3 514 58.9 67.1 75.7 84.9 94.6' 1'04.8 60 38.9 45.7 53.0 60.8 69.2 48:'1 87.6 97.6 108.1 20 161 19.5 22.7 2&0 29.6 33.4 37.5 41.7 463 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 3.5.9 40.2' 44.8 49.7 4 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 163 19`5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 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. 49.75 40 1;8.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 I 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation. report is provided for State of Florida product approval under Rule 61G20-3. The manufacture_ r 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, 318" J-Channel+ 1/8" HEM 3/4" i Fir ISOMETRIC VIEW 3/8I. <PROFILE ISOMETRIC VIEW 3/8' PROFILE - ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of'any product changes or quality assurance changes throughout the duration for which this report is valid., This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speeificaliy addressed herein i 3I8" 6" FASCIA T' BLANK ISOMETRIC VIEW ALC15001 FL12194-R3 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- 18" BLANK 3 % 8 PROFILE; 2.625 REF. M C.125 TYP. 13.75" BLANK 3/8" PROFILE a a Florida Building Code Online Page 1 of 2 s C a BCISHome - Log In User Registration Hot Topics Submit Surcharge Slats UKFacts PubllcationS FBC Staff aCIS Site Map:: Links Search '.. l ItiProduct Approval i USER:-Pulic bUserti In oar . Application Detail FIL # FL5444- RB Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/ Email 18 Moores Road' Malvern, PA 19355 610) 651- 5847 mark.d. harner@saint-gobain.Corn Authorized Signature Technical Representative Address/Phone/ Emall Quality Assurance Representative Address/Phone/ Email Mark Harrier rnark.d. harner@saint-gobain.com Mark D. Harrier 8 Moores Road Malvern, PA 19355 610) 651- 5W Mark.D. Hamer@saint-gobain.com wtCDfNc SANFORD ARCr Category Roofing Subcategory ; Asphalt, Shingles,' ComplianceMethod Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE- 59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich,. PE a Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Peat ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By ' "a Sections from the Code p APR 20 2016 https1/floridabuilding.org/ pr/pr_app_dtl.aspx?param=wUEVXQwtDgtab 1 g07C S soy e0ril.. 1 / 12/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 03/16/2015 bate Validated 03/23/2015 Date Pending FBC Approval 03/26/2015 Date Approved 06/23/2015 Summary of Products FL # j Model, Number or Name Description 54,14.1 Certain'reed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approvedfor use in HVHZ: No 4 I S :` F t: 'i€_";aF o i-sikt _i FR ApTFD A i;IWl ll.. Approved for use outside HVHZ: Yes Impact Resistant. N/A Verified By Robert Nieminen, PE PE-59166 Design Pressure: N/A Created: by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FINI. l. Created by Independent Third Party: Yes contact us :: 1940 Yao fi t4nnroe Street Tallahassee FL 32329 Phone: 850-48.7-1.824 Tile state. of Flondn:is an ANEEO. employer. Copyright 2007-2013 State. of Florida, :::'Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are Public records if you donot want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. instead; contact the office by phone or by traditional mail. it you have any questions, please contact 850.487.1395. "Pursuant to Section 455. 275(1), Florida Statutes, effective{ktober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provlded may be used for oMcial 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 email adores% which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: r,:urit'+ https://floridabuilding. org/pr/pr_app_dtl.aspx?paranl=wGI: VXQwtDgtah1.gO7CSsoy cOrl2... 1/12/2016 TRIN Y ERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-119 FL5444-RS Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5 h Edition (2014) Florida Building Code sections noted herein. DEscRivnON: CertainTeed Asphalt Roofing Shingles. LABELING: labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONriNUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERnsEMENr. 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. INSPEcnON: 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG7 ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/06/2015. This does not serve as an electronkatty signed document Stgned, seated hardcopies have been transmhted to the Product Approval Administrator and to the named client CEFrnFtCA'nON OF INDEPENDENCE: 1. Trinity)ERD does not have, nor does It Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and 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 Prope Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Gass F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity 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 03161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL OW 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 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 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 09CA29873 07/23/2009 UL (TST 1740) ASTM D3462 1OCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL M 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 (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20" , XT' 25, Xi' 30 and Xf"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle°, Centennial SlateTM, Grand Manor Shangle®, LandmarkTM, Landmark"' IR, Landmark"' Pro, Landmark' Premium, Landmark' TL, Landmark' Solaris and Landmark"' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential ShakeTM, Presidential Shake"' IR and Presidential Shake TLI" are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasTM, Highland Slate"' and Highland Slate' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.5 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. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge"', Shadow Ridge'", Cedar Crest"' and Cedar Crest"' IR are fiberglass reinforced accessory shingles for hip and ridge Installation. 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certykate ofAuN+orWOM #9503 FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 l TRIi ITV ERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trin'ItyJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire --? ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (Vuft =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 and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified In manufacturer's application instructions, Indicating the shingles are acceptable for us in all wind zones up to V„d =150 mph (V„x =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 roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of Vmd = 150 mph (V,,,t = 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 M in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening i requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 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 61G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturers published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Ca White o/Aathorhalloa 09503 FL5444118 Revision 9: 03/06/2015 Page 3 of 9 6:3 1 CT20- XT'" 25 XT- 30 XT— 30 IR: LOW AND STANDARD SLOPE ENGLISH 1%' <1" 2 fly METRIC V Figure- l l •,i: liu+fonr nrrtiaJDr caxrrt'.i%;17 st.rnwe'. 6.3.14 Hip & Ridges Cut Shingles TRINITYERD STEEP Stop Use four n:uls :md sie i,r_ of asph:dl rorfinl- ci.nrent* for evr.rp fill shingle !frt;are I t-•i). Aspliall ro: lijig eenieni oleeting ASTNI 1),I3S6 7 Te C1 lssu&gesit7il. t Roofing cement t. i will) or a 2 m nl figui, ll-kP'q:fomrnatls nrdscr.qxr!•<gf(altallcxwuna,tansto:p ;jvs CAU 1ON: ExresSjee um of roofmi; ceat<:at can c9 m, shlogles Ic• blister. tyy, ll Ftgtirt, ll '•is Cid labs, flair trim lhtr`k to rrrntr ai[rsliing'Ic l' Fn,{;rsb dimenriotxs ;lhrrnj. l PiN int 1l •25.! brsialla;nin of "tarps aloily lbe, NPa and d4gits, Note: For ASTM D3161 - Class F, use BASF Sonolastic. NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing, Sealant, in accordance with manufacturer's Instructions.. 6. 3.2 Carriage House Shangie®, Centennial State- and Grand ManorShanele®:. IVW A#di) STEEP SLOPE STANDARD SLOPE l w five hauk for even, I"nil Slun r, r 1taut°! r !to jir'i riot fx'oe,rJail!arsnJ.ilw. Exterior Research. and Design, I.I.C. Certificate ofAuthorliotion #9503 I" 9r acscu frail *0 111riv 9rrr. of aiphall ranr lg e mutt for t-Arry till brand ,Fiaimr >han•,fe. I=ul rite nails :wd three sixtts'if asplialt Rnrling, Y mi9rt for crrn fill i:ari i i,.r: I IouFe sh m it :110 Coot-uni:d shl" Allisly" a€Ilh:iii r <' iu„ truant I" (!j ignl ) froill ftilgc of ,hiogk. tl rin fin,.; rt umnt ing .gr,Vt 9=1?t+6 lips II i UN; i'It.I i tl iVi! 1 Lt IiR i,.r 'd ?koi.!'!m Ver US ci tVl? +4iil d l li"'tju 1 r ju`.¢ tt r jai,,, wlenl Evaluation Report 3532.09.05-R9 FL5444•R8 Revision 9: 03/06/2015 Page 4 of 9 TRINITY ERD 6.3.2.1 Hip & Ridge: Shangle• Ridge Remove tapeExposure12' t `, i_ from the right side and fasten8• SECOND Fastenthe RIGHTleftside85/8 Remove FIRSTThisTape LEFT Figure 17-19: Installation oj5'bmrgle0 Ridge sbingles Figure 17-18. Sbangle" Ridge. on hips and ridges. Note: For ASTM D3161- Class F, use BASF Sonolastic NP 1 adhesive or Henkel PI.® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's Instructions. 6.3.3 Landmark'" Landmark`" IR Landmark" Pro (formerly Landmark"' Plus). Landmark' Premium, Landmark"• TL Landmark' Solaris, Landmark- Solaris IR: LOW AND STANDARD SLOPE LANDMARK TL W/1" 13" 1347" METRIC DIMENSIONS 1--(343 mm)—--(330 mm)- (343 mm)- H _ 12" 14314" 12" 1"(25mm) 1"(25mm)-.I • M1I 305 mm)-+-(375 mm) (305 mm) - I- --- l" (25 mm) Release Tape I" (25 mm)I 1112 NaitableT- Figlrsr 1.1.1: r'se four hairs for err) frdl shiiVe. Nea Lz:MMrA LANDMARK TL STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full ri h — 13 1 12 la ntnated shingle. Xec below, Asphah roofing cement should meet 04s nr) (AN mrr) ; ('03 ri n) sr%l D45861'yr1e 11. Apply I' spots of asphalt roofing cemem uncle I I tech corner and :u about I I* to 13' in from each edge. 1 (2 mm) r(25 rm) n i METRIC DIMENSIONS t r r 75mm) --- - (25mm) RodlrgCansrdt-_ - -. ___ 12'— +-143/4"— •-- 12" 305 rm1) (375 mm) (305 mm) Frgurr l t f: r'se six nads andfoar *ou of aspfdl —finsC-1 an sMr * rs i' (25 Tm) ReleaseTape 1 ( 25 min)+ Nail Area 1 r For Steep" 25 mm) (25 mm: Roofing Cement Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 Ceroftaft of Audwrtration 0003 FL5444- RB Revision 9: 03/06/ZOLS Page 5 of 9 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge' Figure 13-I6.- Shadow Air accessory SW81M delacb easilyfrom tbnw-pleas units fo ma6a 72 (ndWklual cap placer. 12' 305mm) 150mm) (150mm1 Notch for Centerng t2' • gym) LtheToprEslgeofthePrnious or ASpnmentto 125mm)Exposure 118QInm) English Dimension 12, 3o5mm) "I Laycr9 Notch I 5' (12&rre) I TRINITY ERD 9T/ir 250mm) 415/i6' 415/1(r 125mm) 1 (125mm) t Notch for Centering 137mm) Notches forAr grtmem to the Top Edge the Previousof imm) 6 Capfa55B'(141mm)Fxposura Metric Dimension ogres 13.20- Use laying nokhes to center sbhtgles on blps and ringer, and to to ilo the coffwt erposnuct Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's Instructi0ns. 6.3.3.2 Hip & Ridge, Option 2: Cedar CrestTM, Cedar Crest`" IR Use two 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. 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. Exterior Research and Design, LLG GuWWW Of Authorhadon #9503 Evaluation Report 3532.09.05-R9 FL5444-RB Revision 9: 03/06/2015 Page 6 of 9 TRINITY E_ Note: For ASTM D3161 - Class F, use BASF Sonolastic NP i adhesive or Henkel Ply Polyurethane Roof & Flashing Sealant to hand -seat Cedar Cmst.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; i%r..F•+"fiS`A'rod .Yin V'ks'+7 tA• d ISO at;' aI cm+ sse^a n sk;€xat n,a=a t25 r; nq, 6.3.4i Presidential Shake`" Presidential Shake'" Ift .Presidential Shake TL'": LOW AND STANDARD StQPf_ STEEP Sto f For low and standar(l iolws. u-,v lov nalis for c h hull Pr(,,MlI 6lW For`t"ep t"( i^ a , nhm flail,, br t.ult tuff xtd siriffSte :xr clfqurt G,#uic. af"Pig I-,11 7iloff sfors rl.e{ teilerc (trr rem tn oral,( It stdn cil>, nikc,xtgftpro s tfAatn N,18lv vn thty aAing::aiYdt line,,:Sststy4 tali, L' 1izart* ub nnons watdn, cvmin LO?s of ovtvt}tng rhistR{r c t.r atilt EafiGahaas 4it trimtn) Ell.tiwu t V71 M um, •.. ` (M2arn; L F U—L—F-. NOTE. Apply nags on p,,Oted gwdeiine. Oun,. /r , 1"Wc77 o" 110" r,4,, wfrll and h'(VAtmirtat 714m6a xGrnR; cs an 1-. r :rne1 atrmirtr f tkrJ wr. 6. 3.4R Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL C ES O Y Presidential atcces:e.'ry shingle; calf be used for covering hips alld ridgms. Apply shingles ttp to the ridge i expose no niore• thall 7' froln the. holtont e (Igo of the* `"tooili., F:isten each ail e essoryy will) two fas,- teners, Tie fastettcrs must be P/'i" Iran or fon9er, so they peneirtte. eith« r /;,' into tilr (jec. k or coinplotely through the (lock. Presidolitial acc( stiorti comes in two different size: Ac.crosory produced iti Birntuigham, . AL is i r s 12'; Poril<u d, OR t roduccs'Sl As- x l j i1}, accessory; i" ni m cUfi Js('sltitt N 114 j V'Q67o1)', e rr"idow,'l awl_;Iwmdrvtteat,T11. 6h b! i e sua ,rai t,aTi,a gr: Note: For ASTM D3161 Class F, use BASF SonolastiC NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6. 3.42 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'" IR, hip and ridge: shingles. Exterior Research and Design, I.L.C. Evaluation Report 3532,09,05•R9 CerdJ7care ojAuthorizotion u9503 FL5444- R8 Revision 9: 03/06J2015 Page 7. of 9 6.3.5 Hatteras"': LOV4 STANDARD AND STEEP SLOPE: TRINITY. ERD I (?30mm) lYsOmm) 230mm) 730mm) 25mm)- 1 9 U8' 240 mm) HoollnpComtsol--_ ._..._ _. llgerrr /S l !„uruurg /L prrmSM,x&r on.vrrP.Vufe For steep slop•.. i— file tWls aml 604 spots of:uPhah nxdhtg figure 15-3. fusleah,g lln//ems Shingles oa ccnmi for rach full Matem shftg0r as shnscn alone. APPIc 1' Wn and Mutdard.9'opes i2stum) diamrter spas of rooringcrntmt (ANIM 0 d5rih Tspr 11 For lourr= d sl:u(ktnl slopes, use file nails for e,-O Ul sugresud) undiT tech mh corner. Press shingle Into {dace; do not Itmeru sh1ngte ws slunm chow. shpsse cernrol. CAUTION: Too much roofing'anent c-.tn ontse shingles to hhsler. 6. 3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras faslen both sides 1 11 I 1 2 34 -9 Ftgmv 15-m. 18 three piece units separate to make 54 Hatteras A massory shingles Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's Instructions. 6. 3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 9' 230 mm I VN\\ F go ti 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle Figure 15.2P. Cut Hatteras sbingles to make cow cap. FtgwV 15-21: Installation of caps along hips and ridges Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant In accordance with manufacturer's Instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 Certtj) tM of AwOorhadon #9503 FL5444- R8 Revision 9: 03/06/2015 Page 8 of 9 6.3.6 Highland Slate"". Highland Slate'" IR: LOW AND STANDARD SLOPE: I'—aXrrVw 1 —i =1It—,= M—Deas r*W,u SIX rows (wo uts inww ow caur OAM u ~v Figure II.3: Use FfV6 nails for etr7 MgNand ,,We sbingfe. TRINITY ERD STEEP SLOPE: Use FIVE nails and EIGILT spots of asphalt roofing cement* for each full Hlghland Slate shingle. For Nflami-Dade, SIX nails are required. Apply V diameter spots of asphalt roofing cement under each lab comer. Asphalt roofing cement meeting ASTbi D4586 Type It is suggested. I Nb 1 mo..o uio.nl mo..i i R'Smni , RS' mml Roofing Cmono hk—Oad. nl 0s0 su. On.4 imatdo" fanb 1 Figure 11 •3A.• Use ME naffs and elgbl spots of aO91 roofing tiannrl under eaeb lab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 3.6.1 Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest"', Cedar Crest' IR or Shangle Ridge'" hip and ridge shingles. 6. 3.7 Patriot"': LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR uaiL. for evem lull shingle l(K711W :Ls short" belOW. Fw HH'R naiLs and four slkAs of asphalt nalfing coneol for ovrn full shingle as shu:cn Iieloe:.bph:dl roofing c(menl m(omA ASDI 114W, T% IV 11 is suggvsarl. Apph' I'(_'S nlm) sfmis of aspludl nalfmg Sulali 1Y ooll asshown. 45 _ ! _ _ CAUTION: lisccssisr use of roofing (Ym(nl can cause shino(•a to blister. 17 jr 5-11 ,i i I 5 1bTI ITI ;iu,i S•'3' I 1156rrtn) _ ROollaa Go: mt' Hip & Ridge: Refer to instructions herein for Cedar CrestTM', Cedar Crest" IR, Shadow Ridge' 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 CiA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. CatUkatie Of AuftrlraMwt #9503 Evaluation Report 3532.09.05-R9 FL5444-RS Revision 9: 03/06/2015 Page 9 of 9 Florida Building; Cade Online Page 1 of 2 R,. A . Home Logan User Registratlon Mot Topics Subrnit.Surcharge Stats&Facts Publications PBC Stall BCIS Site Map Links Search , Application Detail FIL # FL15216-R2 Application Type Revision Code version 2014 Application Status: Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way w L iNG Mission, NON-US,00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano iatozano@interwrap.com Technical Representative Eduardo Lozano 6 0 2 O Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)`945-2891 elozano@interwrapcom Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Unde. daymeriM Compliance, Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert'Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/WamOck Hersey Quality Assurance Contract Expiration Date 11/17/2016 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate ofIndependence __::W .lt heft Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507,9.3 1507.9.5 T1507.6 baps //floridabuildirig, org/pr,p_app_dtl.asps:'Param=wGEVXQwtDgv3yVVKJZIQRAdh.. I/1.2/2016 1-- -.11i Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No b i? H Approved for use outside HVHZ: Yes Impact Resistant. N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other; See ER Section 5 for Limits of Use. Evaluation Reports Created by Independent Third Party: Yes E7 ' ,1 I _ Cgqjaa_ W :: LhQP__45 "-2:-LWA The State of Florida is an AA,,,EEO emplover. f F1 'i ,,y nZ :: ateL,Ng n Under Florida Law, email addresses are public records: If you do not want your e-mail address released In response to a public- records ;eQuesit, do not send electronic mail to this entity. Instead, concaa the m°flce by, phone or by traditional mail, it you have any questions, plea," contact 850.487,1395. -Pursuarit to Section 455,275(l),florida Statutes, effective Weber 1, 2012, licensees licensed under Chapter 455, F-S. must provide the Department With an email address ff they have one. The emails provided may " used for official tommunication'with the licensee. However email addresses are pialok record. If you 00 not wish to supply a Personal address, please ia rhrlde the Departrivint.with an ernzid addess hlrh can be madu:availaole W the public. To determine If you are a licensee under Chapter 455, F,S,, Please click here Product Approval Accepts; 9: 1 0"?J4 E3 10 I h'A' https:// floridabuilding.org/pr/pr—app_dtl.aspx?paraln=wGEVXQwtDqv3yVVKJZI QRAdh... 1/1'2/201.6 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5`n Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorbed by Robert Niambtan, P.& on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardroples have been transmitted to the Product Approval Administrator and to the named client 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. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhInoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following' Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: SecUon Pro erte Standard Year 1507. 23,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507. 8.3, 1507.9.3, 1507.9.5 on Heating 1507. 23,1507.5.3,1507.83, Unrolling, TearStrength, Pliability, Lass on ASTM D4869 2005 1507. 9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference -M ITS( TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS ( TST1509) Physical Properties 100539395COQ-002 10/27/2012 ITS ( TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS ( QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4. 1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment Intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhlnoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMrTATIONS: 5. 1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5. 4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5. 5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE I: ROOF COVER OPTIONS Underlayment Asphalt Nall - On Tile Foam -On Tile Metal IWood Shakes L-& Shingles Slate or Simulated State ShinglesRhinoRoof U20 Yes No No I Yes I Yes No 5. 6 Exposure Limitations: 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certi1cate oJAuthorizotion i19503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6A RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure 124 hours, use of every -other fastening location printed on the surface Is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published Instructions. 6.4.3 Double Laver•, 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 611320-3 QA requirements. 9. QUALTTYASSURANCEENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Cerdficote ofAuthorization r19503 Evaluation Report 140510.02.12-R2 FL15216- R2 Revision 2: 04/27/2015 Page 3 of 3 REQUIRED INSPECTION SEQUENCE i B-UTLDXNG PERMIT Min Maas llns ecCltion Descri Lion Footer / Setback Stemwall Foundation / Form. Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame 10 Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation. Final Final. Utility Building to Final Door 10 Final Window Final Screen. Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) ELEc 'i[ jcA:L .lP'.lE R I Y Min Max Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ec tion Desciri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Pie. tir, Min Max Inspection J<Deser Lion -- Mechanical Rough fBat7 Mechanical. Final UI ui Mays Gras Unde Gas Rout Gras Final n. REVISED: June 2014