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702 Sanford Ave
Job Address: ---7()2 S Q n fo rd Ve- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: A& V' ted Construction Value: $ f® 'g q2 - Job 2 Historic District: Yes, No Parcel ID: 2 S -19 - 3D ~ S5 Ayer - a 9L) 1 - co o 2 0 Residential Commercial Type of Work: New Addition lJ Alteration Repair Demo Change of Use Move Description of Work: I n F -C L 1 Z_Xrrne_ S H -n r -d 1 , D ri n e ( 22- 16-0 Sid -Lila En1aCe- S Wtocjaws. c% Co of daor . Plan Review Contact Person: M 0.r ie- M C:G-nni t -h Title: Co r\ }fQ Phone: 40'1 1 9 9 6999 Fax: (o q 9 -- 6 9 99 Email: m a,14 2 r ro ryowl Property Owner Information Name SI-Vo-ke( J C-9c)r) Phone: q54- -4-01 - 626 5 Street: -72-2- S qrl FarG1 Ave- Resident of property? e.S City, State Zip: S CIn (D rd EL 3 2"7'11 Contractor Information Name C -re- a -Uye- 2 e -n -g o rl -eb-,q ! Phone: L 0-7 to G19 16999 Street: )0-5-S n u yrs p.r, , Rd 912-5 Fax: LI -o1 (q g L q q E, City, State Zip: W IniAUr,S FL 3276 ? State License No.: Ci2Cl32Qo 9,3 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: / Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Date Signature of Contractor/Agent Date Print Owner/Agent's Name 4 - y (o Signature of Notary -State of Florida ate BRIAN A HOOVER My COMMISSION #FF01 2740 EXPIRES May 17, 2017 Owner/Ag ' K to Me nor Produced ID Type of ID fi1/7'f; G s MrtfZK M C_C'1'QA7 t Print Contractor/Agent's Name 4.b. Signature of Notary -State of Florida Date tPa"P BRIAN A HOOVL MY COMMISSION #FF012740 t rf°F oP:' EXPI S May 17, 2017 07) 398-0153 F ridallotaryService.com Contractor gen is Personally Known to Me or Produced ID Type of ID is `' ' ,11 1`11F Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: to— l(o UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Proper Record Card'" seOA'l' Pareett: 2s-1:9-30 5AG-0907-002D Owner:: STONEBRAKER. JASON iEasP.KLCcQRaty, r. Property Address::; 702 SANFORI7 AVE S;4NF012Il, FL 3277,1-267'4 Parcel Information Value Summary Parcel 25-19-305AG-0901-0020 2015 Certified Owner STONEBRAKERJASON Values Property Address 702 SANFORD AVE SANFORD, FL 32771-2674 Cost/Market Mailing 702 SANFORD AVE SANFORD, FL 32771 - 1 Subdivision Name SANFORD TOWN OF Depreciated Bldg Value Tax District DOR Use Code St-SANFORD 0102 -SINGLE FAMILY- SANFORD HISTORICAL DISTRICT Exemptions lamesawney—' S IC1 icor in_F S Legal Description I I 2015 Certified I Page Values i Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 58,989 56,659 Depreciated EXFT Value i 72,489 Land Value (Market) 13,500 13,500 r 0 72,4891 Just/MarketValue t i 70,359 Portability Ad,--- --- 1053777777 Seminole County, G45 Legal Description Tax Amount without SOH: $1,431.91 2015, Tax Bill Amount: $1,431.91 Tax Estimator, Save Our Homes Savings: $0.00 TRIO Notice Help Does NOT INCLUDE Non Ad Valorem Assessments LOT 2 BLK 9 TR 1 TOWN OF SANFORD iPB1PG59I Taxes Taxing Authority 2016 Working 2015 Certified I Page Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 58,989 56,659 Depreciated EXFT Value i 72,489 Land Value (Market) 13,500 13,500 Land Value Ag 0 72,4891 Just/MarketValue 72,489 — -- 70,359 Portability Ad,--- --- 1053777777 43,0001 No Save Our Homes Adj 0 + $0 -- y - -- ---- Amendment 1 Adj --- 0 0 P&G Adj - 0 - _ - - $0 Assessed Value -_- x$72,489 ---' $70,359 - - Tax Amount without SOH: $1,431.91 2015, Tax Bill Amount: $1,431.91 Tax Estimator, Save Our Homes Savings: $0.00 TRIO Notice Help Does NOT INCLUDE Non Ad Valorem Assessments LOT 2 BLK 9 TR 1 TOWN OF SANFORD iPB1PG59I Taxes Taxing Authority Assessment Value I Exempt Values I Taxable Value I Page County General Fund 72,489 0'; 72,4891, Schools 72,489 0 . 72,489' City Sanford 72,489 0 72,489 SJWM(Saint Johns Water Management) 72,489 02 72,489 County Bonds 72,489 0 72,4891 Sales Description I Date I Book I Page Amount I Qualified I Vac/Imp WARRANTY DEED 10/1/2015 08577 0132: 75,000; No Improved QUIT CLAIM DEED 10/1/2008 07095 0853 100 No Improved WARRANTY DEED 8/1/1991 02334 1053777777 43,0001 No Improved CERTIFICATE OF TITLE 1/1/1990 02145. 1133 50,400 No Improved WARRANTY DEED 6/1/1987 01857 0807 14,3W; No Vacant WARRANTY DEED 4/1/1982 01389 1102 4,0001 No Improved CFitrd kimpaaabta SWes Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50.00 ; 117.00: 0. 270.00 $13,500 BuildingBuilding Information Is Bed/Bath, count incorrect? Click Here;. I Description Fixtures Bed I Bath Base Area I Total SF Living SF I Ext Wall I Adj Value I Repl Value I Appendages www.crorl.com Certified Residential Contractor CRC 1329083 407-699-6999 1055 Nursery Road, # 125 Winter Springs, FL 32708 DATE 91G3]JG BUYER'S NAME g aSo„ S- On¢b s Ka.( PHONE 97'y- 401- GLbS' ADDRESS ')oz. Sanfflrri - Sa °r 1 4(i Street) (City) (State) (Zip) 1. CASH PRICE ........................................... $ 2. DEPOSIT ................................................ $ BALANCE .............................................. $ 3. DRAW 1 ................................................ $ — BALANCE.............................................. $ -- 4. DRAW ................................................$ 5. BALANCE DUE ON COMPLETION ...... $ DESCRIPTION OF GOODS & SERVICES d e_ -A b1Q e.,d Sham, -l -h,` o J < 1 ,,'h 71f6 t 0 SQ C -%P 4To n-, ad .a. p QSOoe/,4, e j M'h, L.. G a =1i-1 f -1'"i n IoW/. a d'e- V;OaJ /4` a ti J, Jr` f;_ Qi' A," ve1-f-eG J f'l'at ....• }I'a.CJr` a , r•1se/ -e-m -F' Tivi` Ga !L a+S aJ, F.S. 713.015 Qo.gga- I - f '2, ACCORDING TO FLORIDA S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37 FLORIDA MUTES). THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR, OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN PULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDLIS CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES, YOU CONSULT AN ATTORNEY. CONSTRUCTION INDUSTRIES RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE - LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 300 • JACKSONVILLE, FL 32211-7467 I acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms. DATE: fm't 61 This contaq is subject to approval and acceptance by the Seller. PURCHASE BY: AVIHORI OFFICER Or THE SELLER) PURCHASER: NAME OF SALESMAN: ` — ±6 V ' www.crorl.com Certified Residential Contractor CRC 1329083 407-699-6999 1055 Nursery Road, # 125 Winter Springs, FL 32708 DATE 3)Ir, BUYER'S NAME _ 3dso„ S-+ o,,,c6 j-.,ger PHONE C15'' -f- 4.1- G2,6s ADDRESS '702L saA-fv„J YNAt , Sard 327 ( Street) (City) ' (State) 0D) 1. CASH PRICE ........................................... 10 2. DEPOSIT ................................................ $ W BALANCE.............................................. 3. DRAW 1 ................................................ $ FS BALANCE............................... I.............. $ 4. DRAW 2 ................................................ $ 5. BALANCE DUE ON COMPLETION ...... $8,m DESCRIPTION OF GOODS & SERVICES l-ir 4-.r n sr R.f';:'sy TZE g 1 a nil cos+ i K92.sn f L 0110+ e/ J, Sv I F.S. 713.015 Pg30- 2 2• ACCORDING TO FLORIDA5 CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37 FLORIDA STATUTES). THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR, OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLY REQUIRED PAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOUI-- i HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVEco A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAYo FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDA S CONSTRUCTION LIEN LAW IS COMPLEX AND IT 15 RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES, Cyn YOU CONSULT AN ATTORNEY. CONSTRUCTION INDUSTRIES RECOVERY FUND wPAYMENTMAYBEAVAILABLEFROMTHECONSTRUCTIONINDUSTRIESRECOVERYFUNDIFYOULOSEMONEYONAPROJECTcr) PERFORMED UNDER CONTRACT,- WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE - LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDACONSTRUCTIONINDUSTRYLICENSINGBOARDATTHEFOLLOWINGADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 300 • JACKSONVILLE, FL 32211-7467 1 acknowledge that I have read and understand this Contract to include items listed on the back of this contract and agree to its terms. DATE: 0 This contact is subject to approval and acceptance by the Seller. PURCHAS BY: 1AU111ORVER OFFICER OF THE 5ELLER) PURCHASER: NAME OF SALESMAN:(,Lv THIS INSTRUMENT PREPARED BY: Name: MCI K1K tM C eAtv e R e n a-o—d daJ Address: 10 s5 1 ( 125 n l -e1 c 1 Og Permit Number: 25--Iq-30- 5A&- 0"o)--0020 l1 f Illl 11111 11111 11!11 11111 fill fill I'1t liiralfl'ft flU{iiEs bL-:I'11hlULL COUN iYCLERE: OF CIRCUIT COURT Fi•O IF'"f(iULLEfi V,K 61/b I -'g 1770 (11 -'ss) CLERV S 4 21316101548 KE(-:UKUL-U 1.1y/26/2I.116 IJ; 4r RECORDING FEES $10-00 KL-CUKULU LY tsmIth Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) CA ---n t f r. _ nh ,fid PB) P4 S 7o-2- 5uni-Orca I-%vr i 1(s -a- 2. GENERAL DESCRIPTION OF IMPROVEMENT: e re' 2"7-11 — OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: 1 -nn 1- ccl I 7 ISc n -7 b 2 Sanfprdl Ave -:;CA rd Fc- 7(32 and address: 32:7-1 Interest in property: Q w`12f Fee Simple Title Holder (if other than owner listed above) Name: CONTRACTOR: Address: ) b Phone Number: 4-a7 L ch SURETY (If applicable, a copy of the payment bond is attached): Name: Address: C: LENDER: Name: ! 1 A Phone Number: _ Address: Amount of Bond: Q Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served ti RKDbed-.$ctiPri N` 713.13(1)(a)7., Florida St tutes. N,p C t— URj FNQ ittej`,",d Phone Numb.'Wi OV4 Name: 8. In addition, Owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone numoer:- 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless ae0i date is specified.) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY Print Name and Provide Signatory s Title/Office) State Of I d County of ", old The foregoing instrument was acknowledged before me this 713 day of 20V -- 6 by 6r., 1,44tr Who is personally known to me OR a3 Name of personnmmaking statement who has produced identification 0 type of identification produced: Vo ''" BRIAN A HOOVER MY COMMISSION #FF012740 a° EXPIRES May 17, 2017 Notary signature FloridallotaryService.com t. DLIINOLE COUAr--Y MUL TJ JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake MarY, Longwood, Sanford, Seminole County, Winter Springs Date: "7 — 14- — ( b hereby name and appoint: C 1" Q I S -F 1 N Iq an agent of: C (-eQ-- We k.e o cl e-[ t nc Name of Comoad MC T 2f-I r -)"do LL -C' to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): L All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: `1 — I License Holder Name: a r 1_ fvl C G -C L F -h State License Number. C tQ C 32 O Signature of License Holder. STATE OF FLORIDA COUNTY OF $d„n 1 ^ob t 01 I2 S JOS COV The foregoing instrument was acknowledged before me this `day of —5 20_, by /d1 w(k. ! ,,('., who is ersonall known to me orY who has produced and who did (did not) take an oath. Signature of Notary as identification Print or type Notary name Notary Public -State of k1,0 r; d Commission No. My Commission Expires: h4oBRIANAHOOVER MY COMMISSION #FF012740 EXPIRES May 17. 2017 07) 398 0153 Floridallota2Se2ice.com__) as identification Print or type Notary name Notary Public -State of k1,0 r; d Commission No. My Commission Expires: h4o City of Sanford Siding Permit Application Checklist F D; 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: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Av Completed and signed Electrical Permit Application. (If electric meter must be removed) Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). 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). J Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating the locations of the siding installation. Completed and signed Statewide Product Approval Specification Form Two (2) copies of the manufacturer's installation instructions. Contact person information entered in Naviline? Application forms stamped received and initialed? These guidelines were compiled to assist the applicant in preparing a siding permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 City of Sanford Doors - Windows Application Checklist 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: All permit applications must be complete prior to acceptance. A complete application shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). 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 the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. V Completed and signed Statewide Product Approval Specification Form. 1--, Two (2) copies of the manufacturer's installation instructions. Contact Person information entered in Naviline? Application forms stamped received and initialed These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, andfederal code requirements. Revised.• February 2015 City of Sanford Buflding and Fire PreventioT-, Product Approval Specification Form Permit # Project Location Address -702 Scan Fora Ave 4 S arl,&3 2T7 2 ro 1 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 "Therm —'Tru Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun A+- ri urn 13 0 11 8 i-- Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 SEP 2 8 2016 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding i-OLryte S t&aj I I( 2.2 146 223.2 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments 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 S. 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 MIfIfKK Mccq-afTf RECORD COPY SEP 2 e 2016 BY:v 4 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED 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 e 16-2645 7017- sa l4o r i Ave, rL- 12"I i i APO i x t i k i I I i I SEP 2 e 2016 BY:v 4 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED 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 e 16-2645 7017- sa l4o r i Ave, rL- 12"I APO x SEP 2 e 2016 BY:v 4 REVIEWED FORCODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED 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 e 16-2645 7017- sa l4o r i Ave, rL- 12"I 01LDI/vo SANFORD J." 1.6-2645 SEP 2 8 2016 BCIS Home Log In User Registradon Hot Topic Submit Surcharge Stats & Facts Product Approval USER: Public User APPOCUUM tat Search criteria Publications FBC Staff BCIS Site Map Links Seam Code Version 2014 FL# Tl I p- 42645ApplicationTypeALLProductManufacturer ALLY Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL 4-2 —1. oac..Mr _ w....c...,: Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. CCopy aht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are puolic 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 A you are a licensee under Chapter 455, F.S., please dick . Product Approval Accepts: i; A CJ 0 safe SEP 2_8 2016 Revision Atrium Companies Inc. American Approved FLIP: A-11834.4 Architectural Model: 130 Single Hung, Fin and Flange, Single and Mulled Manufacturers Description: LC-PG50-1346x1956 (53x77) -H, LC- Association PG50*-1219x2756(48x109)-H PW/SH,LC-PG50*-1842x2756 214)878-1642 73x109) -H PW/Twin SH, LC-PG50*-2769x1956 (109x77) -H Triple SH, R-PG40-2451x2134 (97x84) -H Twin SH Category: Windows Subcategory: Single Hung Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. CCopy aht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are puolic 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 A you are a licensee under Chapter 455, F.S., please dick . Product Approval Accepts: i; A CJ 0 safe SEP 2_8 2016 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11834-Rll Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Atrium Companies Inc. 300 Welcome Center Blvd. Welcome, NC 27374 336)731-9550 tbatten@atriumwindows.com Thomas Batten tbatten@atriumwindows.com Tommy Smith 300 Welcome Center Blvd. Welcome, NC 27374 336) 764-6400 tommy.smith@atrium.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard Year AAMA 450 2010 AAMA 506 2008 AAMA/WDMA/CSA 1011I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 09/28/2015 11/05/2015 11/08/2015 FL # Model, Number or Name Description 11834.1 120 Vinyl Single Hung H-1130 48 x 96 (Std.), H -R40 48 x 96 (HP), H-1135 48 x 84 Std.), H-1145 48 x 84 (HP), H-1145 48x72 (Std.), H-1150 48x72 (HP) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Otber. All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency certificate i Quality Assurance Contract Expiration Date 05/10/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.2 120 Vinyl Single Hung, CHS Twin and Triple H -R30 96 x 84 Twin (Std), H -R40 96 x 84 Twin (HP, H -R45 96 x 72 Twin (Std), H-1140 108 x 84 Triple (Std), H -R45 108 x 72 Triple (HP), H -R50 108 x 72 Triple (HP Sash) Limits of Use Approved for use in HVHZ: No Certification Agency Curate Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Twin and Triple Windows with continuous head and sill. All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contract Expiration Date 05/07/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.3 120 Vinyl Single Hung, Mulled f Limits of use Approved for use in HVHZ: No Approved for uSe- outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). LC-PG50*-1219x2756(48x109)-H PW/SH, LC- PG50*-1842x2756 (73x109) -H PW/Twin SH, R-PG40- 2451x2134 (97x84) -H Twin,LC-PG50*-2769x1956 (109x77) H Triple Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 11834.4 130 Single Hung, Fn and Flange, LC-PG50-1346x1956 (53x77) -H, LC-PG50*-1219x2756SingleandMulled (48x109) -H PW/SH, LC-PG50*-1842x2756 (73x109) -H PW/Twin SH, LC-PG50*-2769x1956 (109x77) -H Triple SH, R-PG40-2451x2134 (97x84) -H Twin SH mits of Use Approved for use in HVHZ: No CertrFication Agency Certificate Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: All frame and sash components are fabricated from extruded Vinyl (PVC). Quality Assurance Contract Expiration Date 05/10/2017 Installation Instructions Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11834.5 150/160 Vinyl Single Hung H-LC30 48 x 96, H-LC40 36 x 96, H-LC50 36 x 74, H-LC40 109 x 74 Triple, R-LC35 73 x 109 Twin w/ Transom Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A " Other. All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contrail Expiration Date 04/18/2016 Installation Instructions Verified By: Hermes F. Norero, P.E. FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11834.6 150/160 Vinyl Single Hung, Triple H-LC30 108 x 74 (Standard), H-LC50 108 x 74 (HP) w/ Cont. Head and Sill Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. CHS Triple configuration also qualifies twin and single configurations using windows not exceeding 36" x 74" in size. All frame and sash components are fabricated from extruded vinyl (PVC). Certification Agency Certificate Quality Assurance Contract Expiration Date 10/23/2016 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: L - , I Evaluation Report Created by Independent Third Party: 11834.7 1200 Single Hung, Single and Mulled H-LC30 48x78, H-LC50 36x74, H-LC40 72 x 108 Mulled Twin W/ transom, H-LC50 109 x 74 Mulled triple Limits of Use Certification Agency CertilffcateApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contract Expiration Date 12/18/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.8 300/85 Aluminum Single Hung H -R40 48 x 84 (Std), H -R50 48 x 72 (HP) Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- No Design Pressure: N/A Other. Frame and sash are fabricated from extruded Quality Assurance Contract Expiration Datealuminum. 07/10/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.9 300/85 Aluminum Single Hung, H-1135 108 x 77 Triple, H -R45 88 x 72 Twin, H -R50 72 x 72 CHS Twin and Triple Twin Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No - Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Twin and Triple windows with continuous head and sill. Frame and sash are fabricated from extruded aluminum. Quality Assurance Contract Expiration Date 04/08/2016 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.10 35/235 Impact Single Hung, Fin and Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +55/-55 Other: All frame and sash components are fabricated from extruded vinyl (PVC). LC-PGSS-1346XI956(53x77)-H Certification Agency Certificate Quality Assurance Contract Expiration Date 03/31/2018 Installation Instructions Verified By: Hermes F. Norero, P.E. FL P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11834.11 375/95 Aluminum Single Hung R-PG50-1219x1829 (48x72) -H, R-PG40-1219x2134 (48x84) H Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Frame and sash are fabricated from extruded aluminum. 11834.12 1375/95 Aluminum Single Hung, CHS Twin and Triple Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Frame and sash are fabricated from extruded aluminum. certification Agency Certificate Quality Assurance Contract Expiration Date 10/07/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Indenendpnt Thirn varhv- R-PG50-2235x1829 (88x72) -H Twin, R-PG45*-2743x1956 108x77) -H Triple Certification Agency Certificate Quality Assurance Contiact Expiration Date 04/17/2016 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: C 11834.13 15700/8050/105 Vinyl Single Hung, H-LC25 48 x 96, H-LC35 44 x 96, H-LC35 48 x 84, H-LC50Single, Twin, and Triple 36 x 96, H-LC40 108 x 84 Triple, H-LC50 108 x 72 Triple, Configurations H-LC35 84 x 84 Twin, H-LC35 96 x 72 Twin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 5700 is new construction/fin frame; 8050 is replacement/finless frame; All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contract Expiration Date 03/22/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11834.14 8100/1100/3100/10/1000/200 H-R30-1219xl975(48x78), H -R50* -914x1880 (36x74), Single Hung, Single and Mulled H -R50* -2769x1880 (109x74), H -R50* -1829x2743 (72x108) Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contract Expiration Date 07/09/2018 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Contact :: 2601 Blair Stone Road- Tallahassee Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright2007-2013 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.2751), 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleasedickhere . Product Approval Aeceptc: WE WM Evaluation Reports Created by Independent Third Party: 11834.15 9000 Single Hung LC35 48x96, LC45 48x75, LC50 48x75 HP, LC35 108x72 TR, LC50 108x72 TR HP, LC40 96x72 TW, LC40 109x72 TR, LC40 48x108 PW/SH, LC50 48x108 PW/SH HP, LC30 48x108 SH/PW, LC50 48x108 SH/PW HP, LC40 72x108 Transom/TW, LC35 108x96 TR PW/TR SH Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes Impact Resistarr : No Design Pressure: N/A Other: All frame and sash components are fabricated from extruded vinyl (PVC). Quality Assurance Contract Expiration Date 05/14/2016 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact :: 2601 Blair Stone Road- Tallahassee Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright2007-2013 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.2751), 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleasedickhere . Product Approval Aeceptc: WE WM IN TALL TION NOTES: 1 ONI IT) INS At LAI ION ANC 110H IS lit 0011(C0 A I LAO I AN(IJOR Lot AON SHOWN, Y. 11 It NUMBER OF INS IALLAI ION ANCHORS DEIIK IEU LS HitMINIMUM NUMBER Ot ANCHORS IC) RL 05L'D t OR PRODUC I INS, IALLAI KIN CIf"1'Hf MAXIMUM S17F OWED, i INS IA I.L. INDIVIDUAL INS I ALI A TION ANCHORS WI I IHN A IULLRANCI Oft I INCH OF 1111 LAPICI1 U LOCATION IN IDI ANCHOR LAYOUI ULIAlt HA, WITHUUI CONSIDLHAI ON OF IOURAN(AS), TOLL RAN( I'S ARE NO CUMULAI IVI FROM ONE IN SS IAt.I At ION ANCHOR TO flit NEXT. 4 SHIMASREOU I RF0 AI TACIT IN%[ AI( ANON ANCHOR WITH LOAD (It RIN4 5, M(5), MAXIMUM ALLOWARI.ESHIM S -TACK TO BE 1/A INCH 5111M Wile. tit SPACE OFI/If, INCH 08GHFATFROCCURS, SHIM(5) SHAG. RE CONSTRUC7FD OF HIGII DENS( IY VLASI IC OR BEL ILK. h THROUGH FRAME; IOL( INS IALLAI ION IN 10 WOOD F IMMING USk it IQOSSROUGHTHEFRAMEOfSUFFRTENTLENGTHTOOREVF I 1/21NCH MINIMUM F,MBCOMFNT INIU WC)OO StIRSIttA'rf, THROUGH FRAME) 1'OR INSIAI lAi10N TifriOIIGH iX fio(K T() CC NCRflIF/ ASfJ RY, OHDIRICTLYINIOCONCRLTE/MASONRY, USE YLf, DIAMETER ITW TAPCONi OF SUFFICIENT UNGTH TOACHIF.VB 1 1/4 INN.INF-M IMLIt IVNr 7 THROUGH FRAMEi RJR INSTALLATION INTO METAL STUD OR APPROVFIT 05-0 —N o-dri.5 SLLF TAPPING SCREWS IHRO06H'lift FRAME OF SURICILNf LINGf 1-f A(IHT., AMINIOUM0F i 111itLADS I'ENI. I AA 110N BLYONU ME IAL ERAMI SUIRORAFL, R THROUGH FIN; FOR INSTALLATION INTO WOOD FRAMING U5I RR WOOD SOWW, THE FIN OF SUFFICIENT LENGTH TO ACHIFVF 1 1721NCH MINIMUM LIVREOMEN I INTO WOOL) SUBSTRATE. THROUGH FIN: FOR INSIAILLAI'ION INTO METAL STOOL CIR APPFOVFD M 11,LI 15F, H SF'LF 7APPINfi SCRCWS THROUGH THE FIN OF SUFFICIENT LCNGIEt 'IDACIIIC t AT IML)- I) IHIiIAf)$['ENLfI'(AI10NBt'YUND META FL RAMI°SUBSI'RAIL I0 MINIMUM FMBFOMEN F AND FDGV DISI ANCF EXCLUOE WALL FINISHES, INCLUMNH HOT NOT LIMITFO TO STUCCO, FOAM, BRICK VENTER, ANO SIDING. 11. INS I ALLA'I ION ANCHORS AND ASSOCIATED HARDWARE MUST BL MAUL OF CORROSION IVSISI'ANT MATERIAL Oft HAVE A CORROSION RESISTANT COATING, TI, FOR HOLLOW BLOCK ANO GROUT FILLED BLOCK, PO NOT INSTAII: INSTALLAIION ANCHORS INTO MORTAR JOINT'S. EUGEUISTANCEIS MLASUILLO F LOM EREL LMGE OF fiLOCK Uti EUG4 OF MORTAR IOIN'f INTO FACE Shit LL OF BLOCK, IT INS IAHA110N ANCHORS SHALL BEINSIALL11) IN AL(OHOANCE WNII ANCHOR MANUFAC I URER'S INS'IALI AIOON IMI RUCTIONS, AND ANCHORS SHALT, Not BE USLD IN SUBSTRATES WITH SIRENGIIIS LESS THAN )fit MINIMUM S IISCNGIH SPLCIFIfl) LIY I HI ANCHOR MANI,1(AC:I'UI(Lf(, 141 INST'AILATION ANCHOR CAPACIIIFS FOR PROOUCTS HEREIN ARE BASED ON SIIRSTRATF MATERIALS WITH TFIF FOLLOWING PROPERTIES' A. WOOD MINIMUMSPLCIFICCGHAVITYOF(1,55. B CUNCRI It -MINIMUM CUMPRESSIVI. SIRLNG III OE 3OUf1 E'SI, C. CitiDOI-FILIIUCMU INHSIIiINGII1CONI O)IMSIOASIMC..Jtl WI11i MINIMUM COMI'RLiSSIVt S I li€NG'IH CIF 2000 RSI ANCI GROUT CONi01IMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRFNGIH OF 2000 PSI, 0 HOLT OW BI OC,k CMU , UNl I SIRFNG It( CONFORMS TO ASTM C OO WITI-t MINIMtJM (-UMPRF.SSIVE S FR€.N('I fH OF 2000 PSI, I STILL • MINIMUM Y1110 SMUNG'IH (if 33 KSI. MINIMUM IB GA. WALL THICKNESS. F. ALUMINUM - MINIMVMAH,OYVIA IS. MINIMUM WAIT MICKN05501: 106" (006251- Yom, ..` .• ' SERIES 130 SINGLE HUNG WINDOW GENERAL NOTES: 1, 1 HL PRODUC I SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/IRC AND CURRENT FLORIDA BUILDING CUFF (FBC), FXO UMNG EIVH7 AND HAM KEEN FVAIUATFD ACCORDING TO THC FOLLOWING: AAMWWDMA IDI./1 S,2/A44[C_04/OR AAMA 450-10) 2. AOL(1UACY OF THF, EXISTING SIRUCTURAL CONCRVE/MAWNRY AND 2X FRAMING ASA MAIN WIND FOFCF RLSISIING SYSTEM CAPABLE: OF WI I HS I ANOING AND I RANSFLRION6 APPLIED PRODUCT LOADS 10 THE LOUNDA LION IS IHL I(LSPONSIBILI TY Of' IDL ENGINEER OR ARCHH EC IF OP RF(UKU FOR 'I'III: PROIFCI' OF INSTALLATION, 3. IX AND 2X DUCKS (WHEN USED) SHALL BE OLSIGNI) AND ANCHORCD lO PROFIT FLY TRANSELH ALI L(IAUS to THE SIRUCIURL. BUCK OLSI(AN AND INSTALLATION IS IIT. ALSPONSIBILIIY OF IDL LNGMLLN Oft ARCIH(ECI Of RLCCJH)FOR HIT PROJECT Of INSIALI.AIION 4. IHC INSTALI.AIION OT fAILS DESCRIBED HERI IN ARE Of NF RIC AND MAY NOT RI,VLLCI ACTUAL CONUUIONS FUJI A SPECIFIC SIII• it SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE THOM THF REQUIRF MFNTS FFIAILEO HEREIN, A I,IC,FNSFD ENGINEER OR ARCHITECT SHAT , PREPARE SITE MPECIFIC DOCUMFNTS FOR USE WITH THIS DOCUMENT IN NON 11017 AREAS, S. ANIROVIL) IMPAC.I IRO LC I IVC SYSTLM 15 REQUIRED ON -I I It$ PRODUCT IN ABCAS RLf UIRING IMPACT RLSISIANCE. G. WINDOW FRAME MATERIAL: PV(: 7. DISSIMILAR ME 1ALSINCLUCANG EAS'ICNLHS I HAL MAY COME INTO CON IACs' WIT 11 ALUMINUM ON] I FRAMING SHALL IIT PI(OTCCTL'E) INACCOItILANCI WIIH THE. CURRENT THE. R. (LASSSHALL, MEET ?fit H OUIRFMCNI'tiOFASTML 1.400 GLASS CHARTS. SLI, S14LT / FOR GLAZING DETAIL, MAX O.A, WIDTH I%E HEIGHT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 7T" A GENERAL A INSTALLATION NOTES NONdMPAGT A ELEVATIONS O / O/X A ANCHOR LAYOUTS .. THROUGH FRAME _ 72 %f' A ANCHOR LAYOUTS THROUGH FIN DO 050 A VERTICAL SECTIONS 84" A.._ HORIZONTAL SECTIONS NONIMPACT A MULLION DETAILS 6 GLAZING DETAIL MAX O.A, WIDTH I%E HEIGHT CONFIGURATION DESIGN PRESSURE MSSSILE IMPACT RATING 33" 7T" 0/X BO pSf NONdMPAGT 4R" JOB Y"... O / O/X 50 P5F NON IMPACT 72 %f' 1081¢° O / DOUBLE O/X DO 050 NON IMPACT 6 %!' 84" DOUBLE O/X 150 PSF NONIMPACT t0'3" 77" TRIPLE O/X BO P:aF NONIMPACT Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.08.24 1 0'09,a4 .nalnn' G_l 1 111Z ]lU Al 1001 f A 1.1 ;.nT iF kiJ t 1'11 ,:: i•li p;s/ ;r. : (:'Inl aV1 r, /.Yn V) M 2 I y a « Ly/ T U4 CIL in Uj OF TYPICAL ELEVATION SINGLE HUNG QA, MAX. UNIT MAX, UNIT MAX, WIDTH 43' , I g, WIOTH 538" WIDTH 48" SASH MAX_ 1" WIDTH45 ..-.M--._._-- SASH MAX A 77" } WIDTH 50 din SASH MAX. HEIGHT UNIT HEIGHT MAX. 15- D.LO MAX, y O.A. MAX. 7 7 F` WIDTH 48 P UNIT 6,.. HEIGHTI i/ 3.. UNIT MAX. D.L,O, MAX, HEIGHT 341%;" S'J Al HEIGHT -j 77" I 71) 1082" I -... SASH MAX, r p` •. WIDTH 36" HEIGHT TYPICAL UNIT MAX, EL_EVATI_ON MULLED TRIPLE SINGLE HUNG M 37 %" HEIGHT 72 p.60.MAX. SASH MAX. l_ HEIGHT HEIGHT TYPICAL ELEVATION SINGLE HUNG QA, MAX. UNIT MAX, WIDTH 43' , I g, SASH MAX. 6 WIDTH 48" SASH MAX_ 1" WIDTH45 ..-.M--._._-- WIDTH 33 I.7,Q A 77" } l b SASH MAX. HEIGHT UNIT HEIGHT MAX. 15- D.LO MAX, y O.A. MAX. 7 7 F` WIDTH 48 P UNIT 6,.. HEIGHTI i/ 3.. D.L,O, MAX, HEIGHT 341%;" O.A. MAX HEIGHT 71) 1082" I -... r p` •. WIDTH 36" TYPICAL UNIT MAX, EL_EVATI_ON MULLED TRIPLE SINGLE HUNG M HEIGHT 72 p.60.MAX. SASH MAX. HEIGHT HEIGHT X" 34 %„ 35, TYPICAL ELEVATION SINGLE HUNG QA, MAX. WIDTH9f2"... _..,.-...... SASH MAX WIDTH 451/6"-I- D.L.O MAX WIDTH 43' , I g, 32 !a" 6 yo '-- SASH MAX_ 1" UNIT MAX. WIDTH 33 I.7,Q F A 77" } l b SASH MAX. HEIGHT UNIT HEIGHT MAX. A/ 84„ O.A. MAX. SASH MAX. HEIGHT II UNIT X ..... HEIGHTI i/ UNIT MAX, 6" M r--'• WIDTH 48" TYPICAL ELEVATION MULLED TWIN SINGLE HUNGV_ 01.0 MAX. D6 01.0 MAX. WIDTH 673" I' WIDTH 43 !•," 32 !a" 6 SASH MAX_ 1" UNIT MAX. WIDTH 33 I.7,Q F A 77" } D.L,0. MAX, SASH MAX. HEIGHT HEIGHT 38 '11;' I 37'/i' O.A. MAX. HEIGHT 1082" j UNIT X ..... HEIGHTI i/ 3.. D.L,O, MAX, HEIGHT 341%;" 0 L O, MAX. HEIGHT 32 TYPICAL ELEVATION SINGLE HUNG W/ TRANSOM SASH MAX. WIDTH 33 1",4" O.A. MAX, WIDTH 72? D6 HEIGHT WIDTH 109 _..,. 32 !a" D.LOMAX, SASH MAX_ 1" UNIT MAX. WIDTH 33 I.7,Q HEIGHT A 77" } D.L,0. MAX, SASH MAX. HEIGHT HEIGHT 38 '11;' I 37'/i' O.A. MAX, WIDTH 72? TYPICAL ELEVATION TWIN SINGLE HUNG W/ TRANSOM D.L,O. MAX, HEIGHT WIDTH 109 _..,. 32 !a" D.LOMAX, SASH MAX_ 1" WIDTH 31 il,.. WIDTH 33 I.7,Q A UNITMAX. WIDTH 36" TYPICAL ELEVATION TWIN SINGLE HUNG W/ TRANSOM O.A, MAX WIDTH 109 _..,. D.l 0 MAX WIDTH 31 X.• D.L,O, MAX, HEIGHT 341%;" 71) UNITMAX. WIDTH 36" TYPICAL EL_EVATI_ON MULLED TRIPLE SINGLE HUNG M C.4 RPU 1.0 N MI AI F (JI'/h' I lln n.4:n / •nr 1'H 'I.14e.1 st c a M V ti Y LL 4 F- 22 4Z OF 6" FROM CORNER,TYR I J.... . 16 )5" MAX. O.0 ANCHOR LAYOUT SINGLE HUNG THROUGH FRAME 6" FROM CORNER, TYR "1 14 !•2" MAX. 0.1 f... 6" FROM CORNER, TYP, j f. 6" FROM CORNER HEAD/SILL, TYP 6" FROM CORNER 6" FROMII' HEAD/SILL, TVP, CORNER,TYP. ANCHOR LAYOUT SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TYP, ISTALLATION ANCHORS IHROUGHMULL CLIPS PER INSTA ANCHOR LAYOUT SHEET 1LATION NOTES 5'7, WINMULLEDTSINGLE HUNG • THROUGH FRAME 6" FROM CORNER, TYP. —j 2) INSTALLATION ANCHO THROUGH MULL CLIPS PER INSTALLATION NOTES 5 7 SHEET I, 20" MAX. 6" FROM CORNER I 111" Ll m. O.C. I' HEAD/SILL, TVP. i' i.:-'airi -4 F _ 61414/A ci)a mm V2W J2 OT Wu CAmj m p M C " p H Z X y c mac, S YX uJ 'o B: ANCHOR LAYOUT TWIN SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TVP, JSTALLATION ANCHORS 1:HRUUGH MULL CLIPS PER ANCHOR LAYOUT SHEET 1lATION NOTES 5.7, MULLED TRIPLE_SINGL_E HUNG - THROUGH FRAME a0 0 00 LL W h zo L y •c pRo co V) mum o p ATR066 iEET: 3 OF 7 i ANCHOR LAYOUT SINGLE HUNGTHROUGH FRAME 6" FROM CORNER, TYR "1 14 !•2" MAX. 0.1 f... 6" FROM CORNER, TYP, j f. 6" FROM CORNER HEAD/SILL, TYP 6" FROM CORNER 6" FROMII' HEAD/SILL, TVP, CORNER,TYP. ANCHOR LAYOUT SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TYP, ISTALLATION ANCHORS IHROUGHMULL CLIPS PER INSTA ANCHOR LAYOUT SHEET 1LATION NOTES 5'7, WINMULLED TSINGLE HUNG • THROUGH FRAME 6" FROM CORNER, TYP. —j 2) INSTALLATION ANCHO THROUGH MULL CLIPS PER INSTALLATION NOTES 5 7 SHEET I, 20" MAX. 6" FROM CORNER I 111" Ll m. O.C. I' HEAD/SILL, TVP. i' i.:-'airi -4 F _ 61414/A ci)a mm V2W J2 OT Wu CA mj m p M C " p H Z X y c mac, S YX uJ 'o B: ANCHOR LAYOUT TWIN SINGLE HUNG W/ TRANSOM - THROUGH FRAME 6" FROM CORNER HEAD/SILL, TVP, JSTALLATION ANCHORS 1:HRUUGH MULL CLIPS PER ANCHOR LAYOUT SHEET 1lATION NOTES 5.7, MULLED TRIPLE_SINGL_E HUNG - THROUGH FRAME a0 0 00 LL W h zo L y •c pRo co V) mum o p ATR066 iEET: 3 OF 7 4" FROM CORNER, TYP, 8" MAX, O.C, m1 11- 4" 1- 4" FROM CORNER, TYP, W MAX, O,C. ANCHOR LAYOUT SINGLE HUNG -THROUGNFIN 4" FROM CORNER, TYP, 4" FROM CORNER HEAD/SILL, TYP, ANCHOR LAYOUT TYP. FOR d TRIPLE MULLED UNITS • THROUGH FIN MAX, O.C. 4" FROM CORNER HEAD/SILL, TYP. W AA d V OM CORNER SILL, TYP. ANCHOR LAYOUT TYP, FOR ALL SINGLE AND DOUBLE MULLED UNITS WITH TRAN50M • THROUGH FIN 2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 9,7. SHEET I. 2) INSTALLATION ANCHORS INTERIOR THROUGH MULL CLIPS PER MULLION INSTALLATION NOTES 5-7, CLIP, TYP. SHEET 1, o p WINDOW FRAME, TYP, FRAME, TYP. 12" X 1.1/4" X 1/16" GALV. STEEL PLATE.. EXTERIOR (¢) #8 X 2.1/2" SMS ALL MULLION INTERSECTIONS AT EACH PLATE INTO MULLION PLATE DETAIL WINDOW FRAMES TALLATION ANCHORS TYPICAL WHEREVER MULLION CUPS OCCURrnKvuGHMULLCLIPSPER INSTALLATION NOTES 8.7, SHEET 1 MICA M 91,01 AMIIA S S AI)l)kklr OF mMM a a; uu Q2ZL K y QO Oc OF CONCRETE/MA5ONRY _. %," ITW TAPCON BY OTHERSINSTALLATION ANCHOR •-- SEALANT BETWEEN l \ ...... CONCRETE/MASONRY G MIN EMBEDMENT 2 1/2" MIN. ' 2X WOOD BUCK BY OTHERS mA, CONCRETE/MASONRY d 2X BY OTHERS . EDGE DISTANCE fWOODBUCKBYOTHERS . SEALANT BETWEEN \\ CONCRETE/MASONRY d 1X - \ AMhAF A , 1 W 8 WOOD SCREW • WOOD BUCK BY OTHERS \- a IUA . n, p `',. II INSTALLATION ANCHOR ° - %a" MIN. EDGE IX WOOD BUCK BY OTHERS • 1 DISTANCE (OPTIONAL) P 1 1/4" MIN. o EXTERIOR FINISH +' J. BY OTHERS ----- '"'_ EXTERIOR FINISH EMBEDMENT aBYOTHERS PERI.METER SEALANT - - DETAILAZING r__ 1/4' MAX. SEE GL PERIMETER - o UT O.A. UNIT BY OTHERS / Y SEALANT SHIM SPACE HHEIGHTO.A. UNIT BY OTHERS HEIGHT ` o INTERIOR \ % ; v) m < EXTERIOR I INTERIOR a Q1EXTERIOR k SEE GLAZING DETAIL SEE GLAZING INTERIOR DETAIL o EXTERIOR A VERTICAL SECTION C VERTICAL SECTIONSINGLEHUNGHEAD - 2K WOOD BUCK -- - --__ THROUGH FIN S TRANSOM HEAD - 1X/CONC./MASONRY Z SEE GLAZING THROUGH FRAME DETAIL 0 0 SEE GLAZING D VERTICAL SECTION y co DETAIL E\ MEETING RAIL SEE GLAZING Pl O 1 _- ----DETAIL U, 7Tiii j EXTERIOR EXTERIOR w O.A.UNIT INTERIOR O.A. UNIT Lm IERNTERIOR w HEIGHT lPERIMETER SEA ANT 1/4" MAX, PERIMETER \ cLSHIMSPACESEALANT 1/4" MAX. BY OTHERS BY OTHERS r SHIM SPACE ,,p .. bg i SEALANT OVER SCREW HEAD a EXTERIOR FINISH -F Q- EXTERIOR FINISH—. ° 1 1/4" MIN. ° ° N 2,: y O BY OTHERS 1 1/4" MT BY OTHERS EMBEDMENT , EMBEDMENT LL !w PRECAST SILL OR CONCRETEPRECAST SILL OR CONCRETE/ -a "' •. as • a; - CMU BY OTHERSCMUBYOTHERS44 ITW TAPCON • '. d :.• 6' ITW T.APCON i /Y O INSTALLATION ANCHOR _-,•.._ r 1112" INSTALLATION ANCHORMIN, EDGE 1 1/2" MIN. EDGE I * P DISTANCE a NOTES, DISTANCEr 1. SILL ANCHORS ARE FOR FACTORYVERTICALSECTION MULLED UNITS ONLY, SEE SHEET 3. VERTICA_L_SECTIONA_ _... _... __. __ S SILL • PRECAST CONCRETE 2. USE (1) SILL CLIP PER ANCHOR DWG #; THROUGH FRAME S ~ SILL • PRECAST CONCRETE LOCATION. SILL CLIPS ARE TO BE THROUGH SILL CLIP A TR066USEDINMINIMUM14V4" LENGTHS. SHEET: 5 OF 7 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE METAL STUD FRAMING - 1/4" MAX. BY OTHERS SHIM SPACE 10 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE 5 SHEATHING y BY OTHERS EXTERIOR FINISH BY OTHERS - SEE GLAZING PERIMETER SEALANT - EXTERIOR DETAIL BY OTHERS O.A. UNIT - WIDTH E HORIZONTAL SECTION 6 SINGLE HUNG JAMB - METAL STUD FRAME THROUGH FRAME METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHIN6---- — BY OTHERS SEALANT BETWEEN----' FIN d SHEATHING EXTER 3/4" MIN. EDGE 1 DISTANCE 1/4" MAX. SHIM SPACE INTERIOR IOR FINISH ` y_ `-- SEE GLAZING BY OTHERS EXTERIOR DETAIL O.A, UNIT - WIDTH tlF`\ HORIZONTAL SECTION TRANSOM JAMB • METAL STUD FRAME THROUGH FIN 1 1/4" MIN, EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR I SEE GLAZING - DETAIL EXTERIOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/ MASONRY d 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS rib ' ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE O.A, -• PERIMETER SEALANT UNIT BY OTHERS WIDTH '- EXTERIOR FINISH BY OTHERS HORIZONTAL_ SECTION 6 SINGLE HUNG JAMB • 1X WOOD/CONC./MASONRY THROUGH FRAME 1112" MIN, EMBEDMENT 1/411 MAX. SHIM SPACE w INTERIOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTAL1LATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING EXTERIORDETAIL __. PERIMETER SEALANT O.A. BY OTHERS UNIT V EXTERIOR FINISHWIDTH BY OTHERS HORIZONTAL SECTION_ 6c TRANSOM JAMB - 2X WOOD BUCK THROUGH FRAME 1 A. f; ,AiX kkl)AI I'll l .)W_rAv 1? fllnl AlA e,/id N t+ M w77 gom rz a W5 nam w a m } o rz , O LL ; Lu I z v) a co I CA 1 4 biz z DING #: ATR066 SHEET: A OF 7 INTERIOR EXTERIOR 8 X 2 %2' SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM ENOS i 13" O,C, THEREAFTER SEE GLAZING DETAIL GLAZING SILICONE 8 X 2!/?." SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4" FROM ENOS d 27" O.C, THEREAFTER ERIOR SEE GLAZING pETAIL HUKIZQNTAL SECTION INTERIOR n....__.. K VERTICAL SECTIONMU71/Z" VERTICAL LLION %" GLASS " SITE 1/Z" HORIZONTAL MULLION NOTE,_ GLASS SHALL MEET THE REQUIREMENTS EXTERIOR OF ASTM E 1300 GLASS CHARTS. %q O,A, INSULATEp GLA55 GLAZING DETAIL INTERIOR EXTERIOR HORIZONTAL SECTION 31/4" VERTICAL N1UlliON - -- OPTIONAL) Y8 X 2 %" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM EN05 13" O.C. THEREAFTER SEE GLAZING pETAIL #8 X 2 W SCREWS THROUGH 80TH FRAMES (OFFSET) AT 4" FROM ENOS A 27" O.C. THEREAFTER ERIOR SEE GLAZING pETAIL L „ VERTICAL SECTION HORIZONTAL MULLION . OPTIONAL) AFRO L) 01 AMNA k,W T o L o OF oMM v Cu$wry' o ELI Lu aQ mo xuiQ & aD oD T o L o OF oURL& - nppucations Revision Therrna-Tru Corporation FL#: FL15225.1 Hodel: a. 'Classic -Craft' and 'Benchmark by Therma-Tru• Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan I King, P.E. Approved 813) 767- 6555 BCIS Home Log In User Registration ,. Hot Topics Submit Surcharge Stats & Fads Publications FHC Staff 8CIS Site Map Links Search ApprovalProduct USER_ Public User iwwicatiwt Lin SANFORD Search Criteria Code Version 2014 FL# Application Type ALL Product Manufacturery 1 C 4 15225jCategoryALLIUSubcategory Application StatusALLALLComplianceMethod Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL oURL& - nppucations Revision Therrna-Tru Corporation FL#: FL15225.1 Hodel: a. 'Classic -Craft' and 'Benchmark by Therma-Tru• Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Contact Lis :: 2601 Blair Stone Road T-Ilahassee FLJ, 3 . 99 Phone: 850-487-1824 The State of Florida is an WEED employer. C.Mdght 2007-2013 State of Florida. Privacy Statement Accessib l Stateme^± :: 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 -recordsmailtothisentity. Instead, contact the office by phone or W traditional mail. If you have any questions, please contact 850.487.1395.-Purrssuant to Section 4electronic751), 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. Theemaiisprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, Plage 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., pleasedickham.. Product Approval Accepts: iFM SEP 2 2016 BY: Ryan I King, P.E. Approved 813) 767- 6555 Contact Lis :: 2601 Blair Stone Road T-Ilahassee FLJ, 3 . 99 Phone: 850-487-1824 The State of Florida is an WEED employer. C.Mdght 2007-2013 State of Florida. Privacy Statement Accessib l Stateme^± :: 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 -recordsmailtothisentity. Instead, contact the office by phone or W traditional mail. If you have any questions, please contact 850.487.1395.-Purrssuant to Section 4electronic751), 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. Theemaiisprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, Plage 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., pleasedickham.. Product Approval Accepts: iFM SEP 2 2016 BY: Comments Archived Product Manufacturer Therma-Tru Corporation FL # FLiS225-R3 Application Type Revision Code Version 2014 Application Status Approved Authorized Signature Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) SU and Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval Date Approved 07/05/2015 IV I Model, Number or Name I Description 15225.1 a. "Classic -Craft' and 'Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with andbyTherma-Tru" without Sidelites. Inswing and Outswing Use Certification Agency CertificateApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other. See INST 15225.1-68 (6'8 Door Products), INST 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15225.2 :::[gUc;hmark eries" and erma-Tru" 6/8 Opaque Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A Other: See INST 15225.2-68 (6'8 Door Products) and INST 12/31/2021 Installation Instructions 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Door Products Direct to Masonry) for installation instructions. Created by Independent Third Party: Yes Note - Glazing Shall comply with ASTM E1300-04) Evaluation Reports Created by Independent Third Party: Yes 15225.3 I c. "Fiber -Classic" and "Benchmark by Therma-Tru" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.3-68 (6'8 Door Products), INST 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04. (This product approval requires the use of "7' part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing 15225.4 d. 'Premium Series' and Benchmark by Therrna-Tru" 6/8 and 8/0 Opaque and Glazed Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Certrfication Agency Certificate Approved for use outside HVHZ: Yes' Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/31/2021 Installatilon Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with andbyTherrna-Tru" without Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04. (This product approval requires the use of "3' part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) 15225.6 f. 'Premium Series", "Construction Series' and 'Benchmark by Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. With and without Sidelites. Inswing and Outswing contact Us :: 2§21 810ir Stone Road Tallahassee Ft 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. copyright 2007-2013 5 of Florida :: p_!%Q 51d2Menr •• Amessibility Statement •• Refund Stateme"* Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -recordsmailtothisentity. Instead, contact the office request, do not send electronicbyphoneorbytraditionalmail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.2751), 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleasedickh . Product Approval Accepts: El Ej Safe a, a THERMA TRU D©ORB 1 16 INQUOTRIAL OR., E006RTON, OH 43517 6'8" SINGLE 8 DOUBLE OPAQUE OR GLAZED DOORS W,/ & NOUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Building Code (F8C) excluding the "High Velocity Hurricane Zone", See theCertificationAgencyCertificateforsizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing, stucco, room, brick and other wallcoverings, 3. Fastener embedment depths, edge distances and center -center distances shall be a$ specified by the fastener manufacturer but In no instance shall they be less than shown inthisdrawing. 4. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FOC, 5• Positive and negative design pressure requirements for use with this drawing shall bedeterminedbyothersforspecificJobsinaccordancewiththegoverningcode. b. Site conditions not covered by this drawing are subject to further engineering analysis, TABL$ Of CONTENT$ SHEET k DESCRIPTION i 2 T plcol elevailons, desmon pressures & energl Holes T Horizonfol cross sections masonry 3 Verttcoicross seclfons mason y " " — --- 4 Frere anchoring" 5 frame onchoFin DGUI LR W/ SIDILITES OXXO MAX DESIGN PRESSURE 55.0 •55.0 3150" MAX, OVERALL WIDTH 1 2 3 it li 1 0 2 0 J r I SINGLE X MAX DESIGN PRESSURE Slondcrvralke +55.0 .55.0 securlrylfrrke +65.0 -65.0 68,50" MAX, OVERALL WIDTH ` " 1 Z 1 11 II 11 II BII II II I I' II 1- li Ii 11 5 _b 3 3 SINaIE W/ 110ELINS OXO MAX DESIGN PRESSURE 55.0 -55.0 74,50' MAX, 105,50" MAX, OVERALL FRAME WIDTH =_ 1 2 OVERALL WIDTH r .. r 1 2 I' 2 5 II I 11 II I, IIII EIo l t b II I IR II h f' l DGUI LR W/ SIDILITES OXXO MAX DESIGN PRESSURE 55.0 •55.0 3150" MAX, OVERALL WIDTH 1 2 3 it li 1 0 2 0 J r I SINGLE X MAX DESIGN PRESSURE Slondcrvralke +55.0 .55.0 securlrylfrrke +65.0 -65.0 68,50" MAX, OVERALL WIDTH ` " 1 Z 1 11 II 11 II BII II II I I' II 1- li Ii 11 5 _b 3 3 SINaIE W/ 110ELINS OXO MAX DESIGN PRESSURE 55.0 -55.0 74,50' MAX, 53,0" MAX. OVERALL WIDTH OVERALL WIDTH' 1 2 I' 2 5 6 3 3 DOUBLE XX MAX DESIGN PRESSURE 55.0 •55.0 F1fEL * K SINGLE WI$IDEUTE OX MAX DESIGN PRESSURE 55.0 -55.0 LOCK NARUWARE MFG_R SFRLES XWIXSET S1GNAlURE SERIFS LATCH XWIXSEi SiONATURC SERIES 7B0 DEADBOLT,: Al Z I Q 2 rV H L DAIS. GAIT nen;. Tar LL .. JK. _ I2+H Dy LT5 3 FI 11>?5 G8M `I wcri I or 5 N I' 5 6 3 3 DOUBLE XX MAX DESIGN PRESSURE 55.0 •55.0 F1fEL * K SINGLE WI$IDEUTE OX MAX DESIGN PRESSURE 55.0 -55.0 LOCK NARUWARE MFG_R SFRLES XWIXSET S1GNAlURE SERIFS LATCH XWIXSEi SiONATURC SERIES 7B0 DEADBOLT,: Al Z I Q 2 rV H L DAIS. GAIT nen;. Tar LL .. JK. _ I2+H Dy LT5 3 FI 11>?5 G8M `I wcri I or 5 N HORIZONTAL CROSS SECTION 9/ 16" jambnfiguration 2 G C E A INTERIOR a I EXTERIOR 2 HORIZONTAL CROSS SECTION Outswing configuration -— 6-9/ 16" Iamb HORIZONTAL CROSS SECTION 2 Outswing configuration 4-9/16" jamb I (I . EXTERIOR 4 HORIZONTAL CROSS SECTION 2 Outswing configuration 6-9/16" jamb E G INTERIOR n EXTERIOR 5 HORIZONi\AL CROSS SECTION Oulswing configuration 6-9/16"jamb z C z u`S I - L - LL5.1 I Y h h N x 8 att: 2 21 12 °; SCALL_ NTS. 9 DWG. er: JK m' CHK. ": LFS 3 DRAWING NO,: FL -15225-68M o 4NCn 2 - tin yJ4i K t3 f afE INTERIOR n EXTERIOR 5 HORIZONi\AL CROSS SECTION Oulswing configuration 6-9/16"jamb z C z u`S I - L - LL5.1 I Y h h N x 8 att: 2 21 12 °; SCALL_ NTS. 9 DWG. er: JK m' CHK. ": LFS 3 DRAWING NO,: FL -15225-68M o 4NCn 2 - 1,25 _ MIN EXTERIOR INTERIOR J1AVIRll- AL ROSSSECTION tswingg con guratlon 4-9/16" lamb 1.25' I„ O MIN. EXTERIOR INTERIOR 2 V RMAL CROSS SECTION 3 Outswingconfiguration— 6.9/16"tomb I.5" Max. IS' MAX. EXTERIOR INTERIOR n n 3 1 VER IC AL CgOSS SECTION ufswrng con lguraflon EXTERIORINTERIOR, r 5VERTl'(CAL!QR0SSSEqTlpN g configurotlon EXTERIOR 4- VERTICAL CROSS SECTION Ouswingconfigurohon EXTERIOR INTERIOR Q. n 6 VERi1CROSS S CTION 3 OutswiCALng cont guratlon - a SCALE: N.T.S, 3 JK NN, 9Y: I,FS RAWING NO,: FI. -15225-68M 0 WCCT _J_ or 5 3" 47" Y D 69/16" HEAD nTYP 0 HEAD un F 4.9/16'HEAD MULLION snowN FOR REFERENCE u G 6-9/16" JAMB v O TYP. Q JAMBS 49/16"JAMB 1A`•. 118 xn VIEWS"C"C" SINGLE DOOR WLSIDELIIES 0 SEE DETAIL "S" q 9+ N -- SEE DETAIL "4" VIEW "E","E" VIEW "D" -"D" CONCRETE ANCHOR NOTES• i. Concrete anchor locations of the comers maybe adjusted to mointain the min, edge distance to mortorloints. 2. Concrete anchor locations noted Of 'MAX. ON CENTER" must be adjusted to 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 nnrhr tnilte• ANCHOR ANCHOR Min. CLEARANC# MIN. CLIARANCE l ul` D 6.9/16" HEAD N EMBEDMENT IN TYP• ® HEAD 1-9/16" HEAD m eo EDGE MULLION SHOWN FOR IiW tAPGONa u REFERENCE _ M 4" TYP. 0 JAMBS 11/4" 04.9/16"JAMB 4_ SEE DETAIL "4" VIEW "E","E" VIEW "D" -"D" CONCRETE ANCHOR NOTES• i. Concrete anchor locations of the comers maybe adjusted to mointain the min, edge distance to mortorloints. 2. Concrete anchor locations noted Of 'MAX. ON CENTER" must be adjusted to 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 nnrhr tnilte• ANCHOR ANCHOR MfN. Min. CLEARANC# MIN. CLIARANCE TYPE SPIE EMBEDMENT TO MASONRY To AwACEN EDGE ANCHOR IiW tAPGONa 1/4" N1/4" 1.1/q' 2" 4" Elco ULTRACON 11/4" 1" 4X., Incl ® TAPCON- 3/16" 1-1/4" AS SHOWN A3 SHOWN SIDELITE NOTES: 1. Thhe sidelite Is direct set into the lamb with (12) q8 x 2" pfh, wood screws. There ore (4) at each verticallamb, from the top down at 13.5", 31 ", 48.5" & 66". There ore (2) at the header at 4" from the outside corners of the frame. There ore (2) at the sill, 4" from the outside corners. 4 E,f O SEE — 69/16" HEAD TYP, D HEAD 4.9/ 1 &' HEAD 6.9/16" JAMB— TYP• 0 JAMBS 4.9/16" JAMB fit I SEE DETAIL "I" , o SINGLE DOOR W SIDELTlE VIEW "S".1" SINGLE DOOR VIEW "A" •"A" H 26 24 e DETAIL "I" DETAIL "2" 0 Stondard 27 0 26 DETAIL "4" H 24 H . an ark DETAIL "S" DETAIL "3" ecu-wy at Ih I E N a PATE, 2 2 V 12 i sCsu1N. T, S. 9 WG, BY: JK m HK. ' Y: LFS 3 RAWING NO,: FL -15225-68M a iHEE7 _4_ Or. 5 w". SHOWN FOR II SHOWN FOR_ far 6 'JAMB II 6.9/16"HEAD II SEE DETAIL V' tYP, HEno II 7YP, 411 JAMBS x•9/16"HEAD I- ONLY ASTRAGAL II MULLION SHOWN FOR II SHOWN FOR_ far 6 'JAMB REFERENCE II REFERENCE 7YP, 411 JAMBS ONLY II II H 4.9/16" JAMB S II II II 1d SFE -- DETAIL "S" II S 12 p \ 9 VIEW "C"•"C" DOUBLE DOOR W/SIDELITES 7' - SEE I I I I SEE DETAIL •6" II II D. 6.9/16"HEAD TYP. ® HEAD ASTRAGAL— AI f 4.9/16"HEAD SHOWN FOR REFERENCE II ONLY 116.9/16"JAMB Ca II TYP. 0 JAMBS 114-9/16"JAMB H _ II II SEE DETAIL II •'1" 6 II — II 00 y BE r 1 DOUBLE DOOR VIEW "A' -"A.. 11 0 ATTACH ASTRAGAL THROW BOLT ATE TO FRAME 24 .. 26 STRIKE PLATE SHOWN. DETAIL "S" 0.. w 26 24 DETAIL "I" j c ANSE Osie: 2121,112 i SCALE: N.T.S. 9 DWG. Br; dK 0 CHK. f: LFS 3 Z"o NO.; FL -15225-68M a SHER __ 5 DF 5 011EB,Efin'L a w b d Product Approval L. I FUSER: Public User Product Approval Menu >Product or Application Search > Application List Search Criteria Code Version 2014 FL# Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 13192.2 ALL w1LD//G ALL ALL ALL SANFORD ALL Al OFpARTS^•, ALL ALL 1-1-17 Tyl) Manufacturer Validated By Sia tys FL13192-R4 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved History FL*: FL13192.2 (352) 367-2526 Model: HardiePlank Lap Siding Description: fiber -cement lap siding Category: Panel Walls Subcategory: Siding Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary 16_Z645 Contact Us:: 2601 Blair Stone Road Tallahassee EL 3 399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Cooviioht 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 dick nL. Product Approval Ate: K:WERM p ,a srr4_- it C, SEP 2 S 2016 B C FL13192-R4 Application Type R to 6 Code Version C'ki r Approved ttid,.a ars!r"m SCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search dIrtipI;'? Product Approval i r 4. USER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2017 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indeoendence.FDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eauivaiencv Sianed.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 II ER RI0-2553-15 Plank metal wood,pdf FL13192 R4 II ER RIO -2557-15 Plank ShingleCMU_ FL13192 R4 II ER RIO -2577-15 Plank to WSP Sheathing.pdf FL13192 R4 II Install C mPlank Siding.odf FL13192 R4 II NOA 15-0122 04pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank meal wood odf FL13192 R4 AE ER RIO -2557-!5 Plank Shinale CMU.odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0!22 04 odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding its of U Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes EL13192 R4 II ER RIC -2553-15 Plank metal wogd.odf FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.odf Impact Resistant: WA Design Pressure: N/A FL13192 R4 II ER RIO -2577-15 Plank to WSP 5heathina.odf Other: For use in HVHZ Install in accordance with NOA 15- 0122.04. 1 FL13192 R4 II Install HardiePlank Siding.rdf FL13192 R4 II NOA 15-0122 044_pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192_ R4 AE ER RIO -2553-15 Plank metal wood.gdf FL13192 R4 AE ER RIO -2557-15 P€ank Shingle CMU odf FL13192 R4 AE ER RIO-2577-iS Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0122 04 odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Instailation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL13192 R4 II ER RIO -2555-I5 Shingle metalwood.odf FL13192 R4 II Install HardieShingle Sidingpdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555 -IS Shingle meta! wood.cdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instrucctions Approved for use in HVHZ: No FL13192 R4 II ER RIO -2555-15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU. odf Impact Resistant: N/A FL13192 R4 II Instal! HardieShingleSiding.od Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other* Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER R10 -2S55-15 Shingle metal wpod.od` FL13192 R4 AE ER RIO -7_557-75 Plank Shingle CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Product Approval O rSiding K I t-, h..; yf) 1!/`3 IiE cM(.. ,rt.:... .,+„7i `:.0 t •'.6 i ZR j ;,r; ttl(;C17 tC• i !; .:fi ;L 1" " ) s/1:.. ,i` rE a a , r3 . !•;I ;li .,6 Nfi :i Ttrmuirii If F', IFit r'r, wi ' i,ll . t t ; , . ;, Q _ •- ` 1 ; 'n, tr,r t'ek .' i «9gi;r . 1GC i iFria iN3,17-1F-3 'Ei 7F,Ii I N4~ ' e• i a A"; peg <i i'r'vi:.+ r 0i,e qIF r, i if° STORAGE & HANDLING: G: A. WMXG WSTRUIDTIONS stereAttand keep ft' archmveredprice (ice iiti>Il1Ii(7Rz Is, rr rlllagam Imtailftsidn .w)ETOr !T ft*#oreuil -gStMCPS 3 kWvL ntkMih.6trzd,st fumL Ti.:Cut Emtw us*Tgrumwa sn torst s !nasn ai "t ccr r„e.n ri: and`ciiterimvttmf+3sats+cam ” rem- It Iry strrini at butt tm Mtr eadiiieg,ahorr in uel !.-+,entii*d,'@ - ea Z use ar>xoCiteftdiFxrng, n'ltrJ§r a 'p .Piano a:Ber E"kae and, W. edges artri eorrrrt ®S f3 IxTrjkag.Jarllm,ii tears (M"! orftt, ex pleuraic)NEVER use a paw, ; Indoors: Hardie is netrespansi lefordam t, 6ustr iarg ufarsa ma npp J:uatlr:a NESusaae,rcuia-say.i ie":=di otcac,.,,ttety e1 jolaceTaden;h caused, pyimprtoi er= rTdtmi} aodhaHa dLB swblafe•andhEMA munr 1q tf3 dz} sw=—U"ses*taunpsee an arAVaccizis: Me, Rr a CStmrli. r redixarra amular swrox ilT a Ha degade sm t M 04 "uwfbr1ow, to;nu liarala auMfi j i l"c rarMate Far ma 6r=M prattler titra t piat7k tic du ifmnli.Jan Warde: recarnr ends an a use 4 '6 ! e u dit a E ce3 t c 7e. N(f3Bkf appro d c C ui birscrru ur chprnuoCh ai7r CUThra4praCtl titfl,:rtllerredusad'exix+.r: Qddlhcmai!2upa,u eTRsr'^+n w;a ade atmaarr fecar a At help;defstanetta=mdscapn¢ utifnq,r ihc fr mur{on regniieme . f rrem sitl ert: aft rex Pe cY'yc Wrictair* ak-aamn,sulre giJailikaciPvdU".3 1'hy.gienisl'MA"03 1GM-E,I i -' CF, GENERAL. REQUIREMENTS: See • f!i dii'' lid sidiiim carr 'ra'>'fi m ar t mutlfa + rral=murrue 2"' ., tnr diir ti' > rmncllrrtGrm, l'7 ' > (`. 'il Tg, rmdi fBzte it'rreoa1 es, in ka ming ands steamngsteamcan emiirw tmugft f e fineed w0jeaer,fin itif&mnaldrr a T iinila3ii rg.1knes Hyde peftmove tamicaTberemoEdinJHTeMBdWalgatmm jar elnude.w A waflaumssihe baw. s rquaired ii s amardame timid bzd btuilft c3de mpwiurerieiftThe wi r -res avee b iu mug be apvapqata`; ilistaied wtT wetat3mi atiml j uTcaff Piashiiv `rp zmxwm wthl Imo! bWft wdle Bmlit wwri_,atu!m Harfie womm, no resImmbr3q f-bn isver it iita &5 1 dues MaLtrure Willrw vijaamff 03W. a n¢nr r< ani mmpartwaW hmseump.. wh& mroin uuim Widlmu mte , iii emr ert .. Meg itisw g" ode paw alfi climr r in figs. 3-T4 mug be fair . Ad[at ft1red grade must §eW aaW, frarrm ft buijdjug in axTdalve &h fi r buftung - Ph N fily a cn ni m, rlq!rl? od 6' 0 te fid I T I oadftwA Do irmt tiles RbtW' ' ip sidi9 it7 fame ar1iiicr , aWcahm. IGfS if ,, . STJ B f ' 6m t` ri4 lie r ,'451!{. tiau rse;siiu ret a 'r re Fi'deiFf 99fJ aours,a ` 1 d'a 2V af. 1 mti ru!r 1'i _ ¢aft a lic Fu rMPer, Pctaftift mmmmig ad MTdb-i`a'rsni qrqwh WINNe t d t fir i ta> iCr 113'r 1 e amdf crr ai ftf tt Edi t irrtcr t tddrgwl the I cadickxf d thamai avalsir at Md nr m " t a. fe iii ire ftf digsigvlt. These val mrs carr be Wd imi fes^ 7e:hnicall friulleth "moi Grararwracs Ef jwm fi ae Sit lam" at w=dez=- h ' w DD W Lw staim, Wtftd base, WM, or p an „i mp f -, P1® d INSTAiLABOM im7wArum Oneormaleaftefd1bwgiarg 1 2 Na+i iiia (!r ftf a e requiredby' ( referawed M RIC stud Joill A F%shi mg (Ja mem H13rde re=, rriemdo; EF l JWi'R , (Q%thing ik and rE%=.. m+ NMI I'T of pialft; frrrGdal fusfarae9keti r lri 1 atrda ai [g3 arret wefts vW1 MOW diffe.emli- arf P rim : Citi g; ! f f j e e •s a is airs dcs, imd CaA mail heads ar? n cO&r instal piara s.nx. y-' an .,„...;i 2 ro'a,-v;gid nmderate-' nt;t at t3uttjpi,Ts• " a anraaGraitgd,. ger>ien int k ,.i uimhi :.. ,isin. `" lJoie:Fre ap tir ou car ika nr tpr duceasF:tltince klensct`i tAr dfe''ile freltl!pairf if ruaa>Ius:. "1E erto.Gau?ka„ ~mar„rr?tr'rsiru at; rrra h7iGrnTail iiaCtarra Rinarr;Rtlseli ap:'iT1i 1'liEtrfrl'i.c ra lt.a.f mrdl at?-t166-tard c wa v!`t ie>;vr r.c m. rWAW0QkAV0lDBRFA7Hw SCCA DuSf Jsn?es4 anfia pra[fuel coriairr sble'erfal;fne ti ca;.>+h ch,iskror n+rol r,Srfi:aiifbrnia:[b,rar..rarieeranr}iisconsui nedl:Ca'aari;ttlG r`h ern srrivarr rir, oma i,,t,;r;: ur. 6r trTinq,cess+;m;rnsa('re irati slieadiast'cana+sn'eaas adts Siitigarrdp¢atPrmadr fxCa3iung,di&2a c;rileas i cr;s;.,r it!itaen mc virs_Mnerdiseaa2,- e:7 is,uyu r i; 5. ce agmav m thes 'nsks QLrrg nsaiiatlor arhanedling (T). =kLimeui€Uw, ttiatian,-g2 usenbercemm:sheaf-,farcutunq:¢r xbue Intl asbi;:. . a arxdtdust c-rlucin ulreular,aw faeiaed to'a tiEFA vacLrtm;;: {3) armdflers:ln,the imrn?rtla3e arm (4} +user a ped-nt'et3l: Clpravrd” riLst ask.e teiai x'? a+ -p5} m arcnraancrv t* sl-r„cars ymiemma Rr s;c^rdrs ufaetarreri iructiir th fis#heFl Cn>itaffies lic2esvres ourinq"rrup uselit3 iXvaorufssser:ret lean,>em"ds ,u:rh,s c,2 F^r vr e .irf„r-st^r -w-; !: wi uT nsralia6or: insythxtbrtm akn d, l amfiaf, RSahaN tufa Wer, atatiat a at or by calling T-ax-r,INit ME (T4004* 7'34 i, ji IF!S'fi+iL T.,>TAiliSitt'#1G'i]QriS'frkViFAQ'SEPIQL6"P."u15P 11tU11R';st7Pr4E ii11. .,,:,, j; 7- GLEARANGE AND RLASHING REQWREMENTS Fqwe 3 - F%we4 Fmame 5 Fwm 6 Roof W. Wall, Iforim" Rashft Kckoid Flashing Stabs, Pati, Stem to Spina: FWe 7 Deck to Wall nwes Ground to Sidiftg Fmwa 11 Mortu/Nasonry Fmjme 12 Grp Edge RiMe 13 FWe14 Block Penetration Va#ev/SMnate ExtenSi4M FASTENER REOWREMENTS — glirtinwng s oe mfmom mehw of, in, stallaffm f& HtmteR8W W- sidng. pm,&L%.Fam• railing towu m. t usd, mmene requirm b mdi,- tr h, qft- Ti nd a mild mug and be asad in M'yrcbiwm Wilt, simd mail(PLae see JH lea bullLtiim I T breem-Oon vt m dung. a rqw, k. Fb4acied i i limmtae dmetff FWPOM Oft rw4mcks5haN to dmemlb EmM mftcokad we go a brmdcrtmmffm BMURLM ftft - Wwd fi q naig I+.,09" MaM;.w Q. 2 Zlj "' Wig 27 bV. 9-a rami ma R 1 (00 1, 2 1 a-*) c 0. 3. TT H64, 11,25" Imo: Senm - Sbd TVV` Iftw 0.37Y HP; Sams mmust GeMmam 3 fteads im, m, e, tmmTg_ rS OSB mk*mm Mr RbbEd YA&er-ble2d or eqJvdLql (Nb- 9 x 1. 521" 1"* U75"' HO), 2%. Fkjsge 15 1 Frame 0 Ed (91.1, TY tg*x. Sac=- sad hmmiNg R ft EdB'arre4wivaiat, (Nb. 9-T, 9,)f T, - 1 bring! k G M` M, as must PMEO-ate 3 treat ftft mEtl, tram. ag Rob - Sbd Fmaiiing a ET & F pift. or epimydiant (VOP sftalk *, 0.25, B x" , t/7 Ica hadii mu, st pmetat anibirm-1/4" i M., nim -tall f mam. he 7116" 9: liq AtSUSELI GefeTtFastemngReqwements T7 - Fasttqnf.7g;_F(p.5 tr FAMNWM fteft KSTMSIPE4 6! S3, kir Bdh Fatz aud Bko elfts V. MOC 4 mn- T VAr T; 4' Elam& j ham" 9: liq AtSUSELI GefeTtFastemngReqwements T7 - Fasttqnf.7g;_F(p.5 tr FAMNWM fteft KSTMSIPE4 6! S3, GENERAL FASTENING REQUIREMENTS m'= be mrMsim imp. g&w' 2ed'. or swess stir. E1ecn-g;-4wJ5L-d are amepwa Guth PW e*hjM Vimatbm wrmor, wies %rde remnimT& tyre use of qLapy. hio-dppdi Ovmizad mails.. Wres Hardie is Md respionstl8fur Care cum=, PT&xZ new t, e GEW . tie bodes of mW or in very. humid dimates- UambMirm cf AM w, d CA pzsevvmL wedi wwm,, et spacer baMeS t0 PEVEMdreftlMWGIAWor M cmsmagve-t wioad and alUmnum podL,-t, Famnm used to =mm KadeTa in Tabs t VesmgvL-teaaad =me sh, d1l, L- of, fta *pd z,ire-wahed om mad smBep or snTmes m@dj an, d in 2M 1, FC RQ -1 7, .3 or 29jo IBC 2394aa Qrsdt applicade pm—d= adLom or Hsnng ft mpert fastmus W, d OaMrEnft b achleve smeified dasgn end linedis, WREPILIbidled w1nd kadS mW md f a0lical5le, bag areas &. eve Wag Se iees It yw are um re of zpat&e, a"jaxe dba m-, wmjog, DiveftsL-viim pqw.- daAart sift ard fram, %, RaSMVEr haft shwld ft sn, up iOM sidling (ba air smcali- 0Z, nctmr-&Ve rag hea& or drue milt at aa wge,. mai is camMy-mnK. filt pia'p tdia W.. 6, @dd a raig (,fiq, Fa wood tammig under dnugT mgigi.. stpoddi bL.. ht fl ffe pilark a a lFrw slleE4 ftr!rr nq. wa, e and NOTE. Wftm5iera slrudffit mffater ispmsff.r Hrdena,*shMjdbe faslened Tr tm em, spadiup-, to the shcb- :®i membm Tfte Ws allibmiag dired Ou GS & pi vmrpdf Mewild odbe uised whemi vadliteriali tanng is natmaillibliz- DD mt me ahwaimm I I stwon w had 021L PNEUMATIC FASTENING James ftde pmdLM cani Ge ha;t ralW, cyr f i Mth, a peum, att t f. R eum ade fasMami t it ltioi i r rem m., memdedi, se'tr, press'l e `xaf t, f2shmuis &IMO NW, wilt, te SAMe of Vesiding.Aftskmourr, aMVv,nff,.M err, Me llumna, ac- Mof ismwrTmerded. Thisvjilmogp (,"Ginvof, OeW, 1 Me nalf is Slum IF snmgi Me imll oepn p%ves amiitl dnaose, a Mftingft- under dhves teniait. a gneab tEEd hammer - Does r= apof tr iristailiation. lir ml -d" f"aninq- PAINTING. 06 NOr use SUR-QiValk-id baSE' Path, t 0pmadleiranmbrq wm darrtes Hardie Podbi ets J3n es Pad e padU, M must trz i w4 lhin i T W &ys far pn r, Ted padiael of 90 d*s far uriqjm ej. i dODla ay4jjr_- Wpmgts 2-_ra,-z W na paid when, wet. Ruit aplicabn raMs rear t, pant, m, aTT&amf,,erq, smizificAdm- awkmfling is rtM-rim'-wdEd" if gift Sidi 'is ak"Eqii. GUT EDGE TREATMENT QU CIA edipes JIMMES de blzih-up lith are. 04 Or L mwi iFed to bix" Gnflm prixtes, Fir best mis& use an, &c immg, Scaitrt m Vj mg wtt ASUA M Grade NS, Gla z 25 or ftq g4u cr a Lia, bn t SEajaj q caTp N j rg u,qjt AS 7i&T C04. Catl iRmt mug be affied in due mit t e CaUl0i,otEdlad maVatres wottr, , irlshiMan Mak OSI Qmd as =11 as, r, ; dlwcauNq nomtacbnn dD notalwhxffing. COLORPLUS0 TECHNOLOGY CAULKING, TWCH-LIP & LAMINATE Darm sIlmddilte, t4wwthavr i ¢u i rg Jenna H dim Gdarfts0praduct. use a masult, der" or lm ! ,cope of arra recd re orurns =,ion dust left on fe p%*4,. Vien rime wM a prijEn KMa, TM, cft. up pieks, scams acrd: mill heazlis; wsrig the CdaftV TedlmdaWtac-up apgitax Tou&-ujp sj%ujW1 he used sfw, ng If 13'r- arMS Moe bxlt-La- FeOcim to dMiagEd am with am ffardeft,* lap sding adT CalbrFlus it xmsibimst be er, med twmedatel` , r imWellism at ea:h =se. a Tenmarraenim-tctary cL4 edgEs ft Vim where PMSUL-,. and C@Uk Cdb, maMfted caWks are aiAA66 frame ymr CdaRtUT padid deje a Tri ell ater, ra-T,47 aAL edoes wsimg dire Cftfts T, edi -gyf Ed =L -is, amt We ftw purr Coltr pjui s, product dialer.. Oft JbTies Herde does mt waTal *e usage of thrd pbutt up or pailt used as bucN4 on IaTHlaide CdbrPllas pudwa pm'vI'M" MEW211-Tee or pff b'M' axe ausift tim, use, dth'idparty, wud-up' paM, red are rT@,jjames h1a -u fl; mot teICC-rMdt p j Ne -d under tyre Ja7es Htorde Qukwinus U mm bet Finsh vtw, PAINTING JAMES HARDtE0 SIDING AND TRIM PRODUCTS WITH GGLORPLUS'& TECHNOLOGY tffn Mloairt %, Cdbr. Pus Prodi' Jbnri Hardie Mww-nffi& M, e flol bmag, Fegar d ng sibm prew atim. and! WWAA wpljEati M asum te suirtce is deap. &. aV1 tee of any'&St,. dirt, or mildiets, eiqeqnrft is naru& w T00% amot twomlls ar'e ramme iaw 0 MUST use starp, af/tiqd base pant. arplonder=mg. curigrres Hardie pod iM w Applin fimsft mat irp. amadtnce wit pairtmam, famgm wnnw irst. eM WWI GRUA ffadl heads atom us mg C&A -z podaU. rdfar to the GWbfts tmch-W, s5itioir COVERAGE CHARPE.ST MATMG GUIDE pU7bET Of TT Pl des runt imdude waste LAP SNMWM lT:SO=twsgfty is 5 V4 4 6 TA 0 T TJ4 E T 112 6Tr4 a 63..4 ffi TJ4 T g Tris g tY+2 EW4 T2 1i 1,4 T 2 25 W, 43 TT 33 TIE 32 is N. T4 29 T5 25 T3 25 4 is3 4 75 TM art, 67, 4R, 9 44 43 57 x W, as M a 5 6 T25 Tw TSD TZ W TWI 6 s M 0 TTTi ffe Ea 75 0 M15 47, ST I 75 2M W To TT'T MIJ M T25 tx TV IM. TT4 a Tim m T4N i 74 T.S i'. i' 225 251, TW 20 T(T'+ TF' T. Ml l TM TAF 93, TiaTT3 T25 T,25 6.4 TT T2 i 3M, 2291 2 T 2M, T76 TIM En% Ta 157, TTT TS T TIN T"5a- TIM 112TU Tiff 30. 2M 2W 27 M3 22 91 TIM 27, Tw 2M, TO 175 T63 T7 T2T T5 Tl'h 375 40 3Q@ 30 ME. NT 24 256 222 23W 2% 2n TJ. 2M, T 2M' AU T eti1' TE.Aw 4z 30 30 M3 272 25 2.% 29F 2* 257 213 2M 2T3 225 Ts TFT 2lsw 475 3M 403 XTi 3§ 3N. 3M, MT, 2% VT as 235 2%; zM 25a., TU TE, Tn ^avffage dh t i me&jm a g fide k-lW IsWit SAectt matMes arftas, b uld ng dasgm. Aff H dbes nolt a me re$W@j ili T Mer ur w7dw otong at pzdud I,,.;iE Lr'(ICHSL fry a J- Ev Yi a!T RtC t 1T. Iila larfK I s c ngis r n;t aga s3iCali t rrat Ta tta i`a?cdie i +,t(,$t~g$ T IrtL'ait'ie de sliFarrly6IalliitleIll 1cli ferzl 6udttii C _E it tinirtttt lalkarengE*afLas, FkT Rcz ra Ve 2.9 ofFcnd,isn R .[7g U S Dept afHU4 MO!( WsFA 72E3 .Te Qgi [tErsC l2 r i til t3r EGA vC Itl aelv3 IG4i TGT-Sv, anc'cllftlmar"-3'£ ifr r¢mmstaaul z rlt df4a dfUa a1!iari ce;t rmr ICr it Iit itaiifp dUei:fm!spr e iii lc ttdNote6wUngROM= AVtpWewrvjzi- fare--eTeduciapUir,tat: Tisa u It ra r* T-Lliiyit iaE ieareq.of Elm F4stmrigs [rm t 15 air: e u: awr; r J wl -,ITT 4 ETI BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats It Facts Product Approval USER: Public user 1_._ > ..... _ ._ _._ . _. > APPRraUorh List Search Criteria rrte----- r Q-t/./ ! 4- i1s Publications FBC Staff BCIS Site Map Lima Search Code Version 2014 FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL AarrA Ra¢ult+c - AnnliezrNnne 13223.2 ALL ALL ALL ALL ALL ALL ALL Appmvea oy unrK. APprgyals oy U15PK snarl ce reviewea ano 2mrea oy me Ym dno/or me tAmmrssion n necessary. 16-2645 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 PP hone: 850-487-1824 The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubrw- To determine if you are a licensee under Chapter 455, F.S., please CD& Igg. Product Approval Accepts: Eli - safe a" SEP M2016 i i Revision lames Hardie Building Products, Inc. John Southard, P.E. Approved FL*:FL13223.2 352) 367-2526 Model: HardiePanel Siding Descripldon: fiber-oement panel siding Category: Panel Walls Subcategory: Siding Appmvea oy unrK. APprgyals oy U15PK snarl ce reviewea ano 2mrea oy me Ym dno/or me tAmmrssion n necessary. 16-2645 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 PP hone: 850-487-1824 The State of Florida is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubrw- To determine if you are a licensee under Chapter 455, F.S., please CD& Igg. Product Approval Accepts: Eli - safe a" SEP M2016 i i BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC stair SCIS Site Map Links Search F' q; Product Approvalt ,..: USER: Public user AWi®Uaf Dela11 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) Equivalence of Product Standards Certified By FL13223-R3 Revision 2014 Approved James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Ronald I. Ogawa PE -24121 Intertek Testing Services NA, Inc. 01/01/2017 John Southard, P.E. Validation Checklist - Hardcopy Received Standard Year ASTM C1186 2007 ASTM E330 2002 Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # 114odel, Number or Name Description 13223.1 1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. For use inside a HVHZ install in accordance with NOA Verified By: Intertek Testing Services NA Ltd. 15-0122.04 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. For use inside a HVHZ install in accordance with NOA Verified By: Intertek Testing Services NA Ltd. 15-0122.04. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes 13223.3 11 Prevail Panel Siding I fiber -cement panel siding Limits of Use Installation Instructions Approved use in HVHZ: Yes ro use outside HVHZ: Yes Imps Resistant: N/A Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA Verified By: Intertek Testing Services NA Ltd. 15-0122.04. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of FioAda.:: 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 Ate; Safe Horida Product Approvaq HardiePanelO Siding 0 For use inside HVHZ: HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122,04. Consult the HardiePanel product installation instructions on the follow pages for ail other installation requirements. For use outside of HVHZ, HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO -2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. lflz a!idkeec {.'.,ra, zin siding voe o.r satiirated ii-,Fy oesu ji) tae 3 bul Oils. UamP113- age Protecl eri?-s anj cafners on- fezkage- jannes HaToe ts nt)l asw.asab3e ior darn -a -we ceased ii`Nproper ice` age zna ham`,,ing -,i a BeEt snal sav 6iaj-L a A rrn 7 Fazliepaief var!x--,, s4l"o —.'he nstglffi o.-_bcarcepd Vi, ix siad say"t -vw a mmmm-,n o, 24 &--z gar7e,-f-al t?5ep,,,,g ecO.ei, J.Tel!,iio.,,.1110-,,- I ax! seater ip cari nim t4;,- rmrfi _re TL-gs!W, a.WlicaNin. Jana,-- %,die rammnwxt InstAm ,Fi a caj)1L-ry t-)-]Eak TainSU ''i;, n- .t'. J?nles, XtMm-ation on F-,S affl -Haar ermucts ove., foa-,.- c.ain be w2tad ;nt JH Tech SLAWtin 19 V,11111.p,11- A. bvie" is rewiradhr ac'-G.,danf-evAti, code -Me tOM-er must be appropr a-e-.'.J nstzV;ed lltl,iT arz ma vi acC04-d21r--p V-.,th buillding Code "equirefre -S s. J2 ;s' P--tke YA assumie K, respcoMIA.V. fal.- di=4 oz tutee Ha? ew-,av- V. ffi-er -Ban a non -,,-.oven nwn-pedorati--i r,wsevw azo vAjo. -od-- At U, a i -a , a- 0 e a 11, s m fi (Ls. 5 - 6. 7.6.9. 1 Ck & I I n I be f dtw te d, M!n H -- a, rce t - - A-,,-acen.t If:isnec cmde rnmzf S"Me ay , fmnl the. accomcwive vvith liomi buil wdes - tvpcz..i a rlinn iw- of, G' lin -h- Tif ii.Y. fiaa5e tfial thee} mo, renriin 41 CCAf,3zt),!i1h SLif-.dngvtialef. d ;,et verbca,4 is ay t,,- iasslakad onvefticall i afi appicahoirs vlt,,t NOT use s6n4 ir, t-asda or api, cajons Sir-rie zmfic.,neon are nr,, svtpable for Wnrhis. 921w -;I-' Cd, -,iglus Sachon page I ma DO NOT use sla n, basse pai-. ammtrh,, cq Jaes HardPT, Ka D u al ie , ,& tcpriimarc;a; ar,lAi--,arrm, txo)ects. -,vinere tit s.,en of the vwali s signific-an ngr-, desig-re: arr, a, r- s'n Jl tza` G, 6a, clVierm-Ri expan.slc,41 rraklemlenl 0 -e oroiluct ill N&4 deson.Tnpsevslue-r rmii be fow, iet v k0t Treatment Fastener Requirements • Vef kai Joints - Instail o a nets ;fl Micide 1"a te coria figQ I 11PE M al . tv Posifloan fasteners 3,18' ftorn pane alien and no closer tthan ;;i 2` 3,v irorn rwrners. Do not, nail iriic comem, Joints may also be covered b' fens PVC t.nr me' . j6inler, in! caus.. ed ,N10 applicable to CoIcTPlus Finisih,"i 2,:. HariftePariel Vertical Siding Installation •Honzonta- I Jo ints - Prolvid e Z I a- -shinng t a! i 1 11 i J!, I i i 1 f is r aP A -lie; v&-ical siding nnust be pnein, on staxi. Figure 2 Figure 3 DrNlz, s'ud nrav be remx7ed W mai-i-Aam nih-limum edoe fislances. Figure 1 T bal—wer Batten Joint "H" Joint k ee:rails Simz. I.In"n oanet Figure 4 lea— ca:tM,.lte n 3-B --len Caulk Joint rodt.-fate carlact keep fasteners 2' r &:I, 72ff" away van corners WARNING: AVOID BREATHING SILICA DUST I;-- -SlJ j MI -0 2. - Figure 9 a,mez and em r- L 2rfiO' bor't.ga 54xi"s ... F.'"! Ru-,ccnta jmiin a m-nwmum i Ium 1" 2 Clearance I Aj ahe juncla oll bne roof ar-dven-a I MainlaIM a V.,at=e - tn `T)een, Hardie- moduas rmces' flasimno 3!,d ce--Tance aV,- fing code 2' deamarLe ne en Iames wd deem -19 maten at Do moT V-ieo be-istai--d oa, the roofirlo 1,np bo m, o 1 tqxd N,7,,erZ fix de?rzncebataee n jam--s Hardie: nwL acturar's • in&ulcticns Rrmi0e 3 Ha.,dfi-o--Oa edp of 'lie sa-t g aa- M ild duds 2%"iBE ;is. Figure 7 M IMwn C 1:Bmixpe 0- A,.,aeli as Crade. a N -Pane i Me mofii lo and the N -alge of the 1 Don,mij& mt), Figure 5 Figure 6 siding aAD -zr3P-I_ figure a 0;-, i D ce 2. - Figure 9 a,mez and em r- L 2rfiO' bor't.ga 54xi"s ... F.'"! Ru-,ccnta ah'iFvs te Cjea`,f-,J fCrTS "t Countersunk. fill & add nail V.,at=e - 0 Del Figure 11) do not under Do moT Figure A Figure 8 Tlim STAPLE a N -Pane Pen" at s suct as fiBse &bs 2%.J Wes I -,I lar e, C -I& as fte,, Vems r; 3s-o,x,,;0 a-Ve a blbc% . f II Im a, --xrd -w 4 galvantai. oi sLa-:r slmel- B-IMO-0-3hwL7ed a,emus, L-- c4y-,L 1*EPtab e I'm! nay a*1 we!.iliisre Corrosion. Lmes fiamlRe re+mlmme7n.als f-- use T-.' Q?l iv. es-tn.ized' nail If 'ard-z is no} resw ns,Ne. -orrosiooi PsmrfcedfMtJmEdo:,,Ivv Ja, S mir ,rx x ul:-, J !less sl&4 fpslanars ave lemm; d - vdle; !,rslafi 4 janles Hardie pa d, 's ""eal xPrae dels-cf v,,afa or 41 vep #1 11 cites A kat liab isVm, x ac, - enai tyve and piacemen., :z ad"eveapp", 11-1 0mdiirT evat ol"'Or las.,`'_ 4 07 t ar. . i, as c desc9i vinrid ha-ha tP& jS1 o d 4mcis mzl- f,.ol be am! to at, r22 kh.,hereLocal 80dmg Ca -les r;eveU co?mift jaines Rirdie -Techvkai Serv-,ces `1 ".- i are u-n.sare of aprifiCable mlp?jai -ice doctimeiitalmr. 0 DwJye faslen'eis xv-1 zamunq. ep -io AoiFa- _eget , ds sha,,d ff.' snuo amgmst s,d- io a r q --a 00 nt', orve!-&ve- heads rc!f d"ive nails a, xI amrie- THscounters-onk. M mi ire and add a ;Ia?-- 0m. 63 Fo-, .wwd kammo- --mdef tt'wen fa shaid be -kit ddihro, Ile nimkI yi V-., a hxnmer 10"r sle iemuve and, reoiace -a*,!"j. 1%1-017;--,Uneneve, - sirt,,clurai ;,nemteT is of-esem- FardzePiank 9,= d be fasted ed T, spaciqg to t : '°,k ural me,.iib,—. The tab4es dizect tic, OSB amy—vood s-hTuld Ly,..y be lised ;md:;T'r(r2l fmmmci is rnot X-im-tan4e- Do not use aluminum fasteners, staples, or clipped head nails, Snug Flush Countersunk. fill & add nail 112 k y 0 do not under Do moT Figure A Figure 8 drive nails STAPLE Bemrse rill re volume d m! Douro.w.7..", eae..'l mi. we c -Le mr-& critom. fl2smiu de-a!s v 7-; 2: roo';lIersec's a 11 1 ItPle w. ms, Ix- i iasned, ere at 2,,,, membrane ori the ifmaill bel-cj, the SUN,2K.T.. and me riaAedm vlac-&., alt drier coine, wc-ri o ii, sta", Figure 11, Kickout Flashing To be -midijuMqrI he si dw i g ao d he a-! xi of!n ow" R905:2.6.31 -flasnimo sh,20 be a Of 1. -1, wide.' 'times Harciie reconnm.11ds t -3e -kidko;'i lb, at-:cz-td bev.,,-en !CIO: - 110- m mav'nizE Figure 11 T James Har6l, md-ucis n, be nan naNed c,,, fastd ,v`;r' I j aft Se. air u, ffe s,) iha* ?^..,fas*er— s !Jr'],"vey'1 h^, unace ut -le sidmn:Y. .4 flus" lrraa.no a" MC qm1,.le'! pr,eumaU too; recconm-e-,daj. T villi t; 13 C,'C; deDth t-2 f0il 6 1; sel'r-xi 't -'e na" n, ws"e, a st7 :ro t v'd-11jas R 71PIK; nags smllg wim sllliocift3ced Does fTD ins al*-,Nm 10 sleai ,Tam,,-cz HS1236 - P2=3 8/13 comn i-il wi h ASTM G834S,_ -&,t, cmvA)g, w PSqWC920 Grade NS, C%K, 25 G,, butieror a Latex Jain Seeaix 4 7i-arSea'ant miust it _.Wieed' ifl ar-conia 'ce V,lih the MiaIdwAura-S vvnrvs n r.-st-runv-s. Nate. OSI Ouadaswell as some o1hercauking manufacturers do rmt allow tooling_ 210 N:M, cau* naii tead, 4vhe)' using CaY-Plus orad"'rcts. refer -le, a'ie W&PUS *wc U0 SectiD" E -I MN Rr U parile afl 5em C"A edges. DO NOT use s7idi,.. isllfa!VA bas? PaVt or poS Tler coatngg on James Hardie P-'0MC-S. J;,IMES iarfl-- A -es Hoxdlie 1&uch-bp kis are Mutiec n-zv be pairited inrib:n 18.0 days 7or pfimed prodLe and 90 days lor uiqproTed. 1011:( acr.k Tnuk-3a'- are- rn I rI recornmended. Donet Dairitvdi-,viel. For applicafai rates refeTlo BaCK-fdEM IS reMPme'*e' if Vie sktrg is SpTafl_-'_ H__ E PJ I-1 Care should be taken Then handling and cAng James Hardieg Gavlpluse products. During In'stallat6luse a wfet soft cloth or soft. to caf'InN vApe off any residue or constructbri dust left on the product. then rinse vAth a garden hose. TouTouchup nicks, scrapes and nail heads using the C*1orRus ` Temmlog touch-upat)plir-atLor-Ti)uch-tipshot,,Idbeu dspari,lct',- areas req&e touch-up, replace the damaged area with:nese HardiePanel' siding with Coillorpius Teebriology- LamP...-Iate sheetinust be removed in-unediately after instaflabon of each course. iemii;gate non factory cut edges into trini virle possible. and caulk. Color matched caulks are available from your ColorPlus product dealer. teat -actory cut edges using the CdorRisTe0nology edgecoaters. available from yatfrColor%sploduct dealer.I, at all other rion Note: James Hardie does not mmant the usage of third party llou&.-up or paints used as la-ic-h-vp op. :lames Hardie ColorPlUs prodtF_ts. Rrdhlen-cs -with appearance or performance arising from, use of third party touch-up paints or paints used as iouch-uo that are iV Janes Har6e a--v - i - icl - Lio, oAl not be mvered under 1l e James Hardie ColorPlus Limited Finish kAfarralltv The following oultlines the recommended applications for WorPlus and Primed panels. TV, all, designsvlill be su4able for e'venv- application: Exoosed fasteners or battens is the recommended application for WorRus page! products Do not use touch-up o,.Tr fastener steads for sipooth ColorRusproducts - pfirried pan)e1raccorninendeed For Golorftspanel applications that req0re fasteners in t11'Ie field. A is acceptable to use touch-up 0,.Tr tastetiers forr Cedarmi and Stucco panej 43I_1k-. Nit correct toucb-up application isimportant. Some colors- may shforiv IDUCh-LID when applied over fastene-s- Trim 's recompnencled to aver ref=s v ien appropriate. J 4 Q r° err repainting ColodPlus products. danves Hardie reGornqizands the faillowilig regarding suTfacepreparation and topcoat app; cadent: r dirt, En&2-,e the surface is clean, ft, and f ae of any dust dirt, or rnilda,,, Repriming isnopnafly not necessary 100'% 3crvlic 'topcoats are recommended DO NOT use stain. oiValkyd base paint. or pm-vder coating on James Ha,6.e" Products Apo iv finish coat in acconJance wiT, paint rnanutict'j—'e-Ts vetlen illistructmis regarding coverage. apoticatlion metl ods. arfal applicaivn teniperatuire A c:-.7 A SM inj A ' AM, onal, .Vallationi lnfomPatilu JamesHardiewarrantiesandi-Varp.ing-, are ava:lable a' '$w AnempC2 & A REQUIRED INSPECTION SEQUENCE RP# ' BUILDING .PERMIT Min Max Inspection Description 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 Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ELECTRICAL PERMIT Min Max Inspection Descri tion Electric Underground T Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Ins ection Description Mechanical Rough Mechanical Final I Min I Max I Inspection Description Gas Unde Gas Roug Gas Final RECORD COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Application #: 16-2645 Address: 702 Sanford Ave Description of Work: Siding, Windows, Door These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Scope of Work Replace Siding Replace 8 Windows Replace 1 Door REVISION Ok to replace exterior sheathing only. Sheathing shall be attached to existing framing with fastener spacing 6" on center (edges) and 12" on center (field). Exterior wall framing is not permitted to be altered, removed or repaired unless signed & sealed engineering is submitted for review. 16.2.645 If you experience any difficulty, please call 407.688.5150 for assistance. SITE COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Application #: 16-2645 Address: 702 Sanford Ave Description of Work: Siding, Windows, Door These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Scope of Work Replace Siding Replace 8 Windows Replace 1 Door REVISION Ok to replace exterior sheathing only. Sheathing shall be attached to existing framing with fastener spacing 6" on center (edges) and 12" on center (field). Exterior wall framing is not permitted to be altered, removed or repaired unless signed & sealed engineering is submitted for review. ING X64 Ifyou experience any difficulty, please call 407.688.5150 for assistance. Reifision ECz Response to Comments 0 City of SanflBuildn& iq Fire Preftve' n Q o Permit Submittal, Date t D 2 - Project Address: Sanrj ye - Contact: M a ( V- ro CC -T-,,,- a Email: M (a (- [ C-) U0 r I, Tradesencompassed in revision: General description of revision: OXBuilding Ne-NJ P WOCJd Cl Plumbing 0 i's L)- t C oafi r C1 Electrical nc C3 Mechanical (:-erneo 0 Life Safety 0 Waste Water 9- kta,e (+for) T-) ROUTING INFORMATION Department Approvals 0 Utilities C1 Waste Water 0 Planning 0 Engineering C1 Fire Prevention 0 Building FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . 16-00002645 Date 10/24/16 Revision number . . . . . . 1 Property Address . . . . . 702 SANFORD AVE Parcel Number ... . . . . . 25.19.30.5AG-0901-0020 Application description . . INTERIOR & EXTERIOR REMODEL RESIDENTIAL Subdivision Name . . . . . TWN OF SANFORD (TRAFFORDS MAP) Property Zoning . . . . . . MULTIPLE FAMILY Permit . . . . . . BUILDING PERMIT - OTHER Additional desc . . Phone Access Code 957498 Permit pin number 957498 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10-1000 136 DOOR FINAL DOOR INSPECTION 10-1000 137 WIND FINAL WINDOW INSPECTION 1000 130 BL30 FINAL STUCCO/SIDING CITY OF SANFORD CUSTOMER RECEIPT a** Oper: RLANDA Type: OC Drawer: 1 Date: 19/24/16 01 Receipt no: 12019 Year Number Amount 2016 702 SANFORD AVE2645 SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 56.6a AC 024651 Tender detail CC CREDIT CARD Total tendered $50.00 Total payment $59.06 Trans date: 10/24/16$ 50.90 Time: 15:39:11 a