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Home My WebLink About816 W 3 St�� CITY OF SANFORD BUILDING & FIRE PREVENTION JF)D � - PERMIT APPLICATION Application No: _ �p Documented Construction Value: $ �3Q4 Job Address: K V 3rl S+mei , IAFL �3Historic District: Yes ❑ No ❑ Parcel ID: 1,5 - jQ - 30- 5 A d - 0111 -lid 4 A Residential 14 Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration[] Repair A Demo ❑ Change of Use ❑ Move ❑ Description of Work: �mOme ha 'widaw_5 wd 11 new ane.-, ret71aee e.y4e&_r� i '� hr Plan Review Contact Person: Phone: Title: Fax: Email: PS I than .ez-k &0 Property Owner Information Name haw i"a+a- Phone: C If0f) qJy Street: /'Sr Resident of property? City, State Zip: daaA J - Ek 32,771 Contractor Information Name _12 b 6m6n ^ur_RO Phone: Street: U05 15+ � �46 .S PIVY Fax: City, State Zip: Janf6 d . FL c3Zn State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet .standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 co uction a d zoning. Signature of Owner/Agent Date Si nat a of ontractor/A ent Date (�1 �f / .4 o�� / e.t— Print O er/Agent's Name &,L,� 1, 1 7- f ) Signature of Notary -State of Florida Date BLAND �� ;` tate of Flonda =OMe J!7, `',an GG 170900�,� es Jar 16.2022"• ."�"..-„-" eitl is , AssnOwner/ Me or Produce Type of ID l2'a- µ / '13 1�,_ ) Print CItractor/Agent's Name Signature of Notary -State of Florida Date ANNETTE M BLAND Notary Public — State of Flonda " Corrmissior : GG 170900 =':` l,fy Comm. Expires Jan 16.2022 crcec :rr._gr %a]cra NO:ari Assn, Contrac n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - It of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 5F P • I -` (IS Revised: June 30, 2015 Permit Application SCPA Parcel View: 25-19-30-5AG-0411-009A Page 1 of 2 All uaprruAArnnnsan,cra Property Record Card i ��R Parcel: 25 19-30-:;AG-0411 JJ9A iA� Property Address: BIG W 3RD ST SANFORD FL 32771 1138 Ss�MMKx1: cux.mnv, rt.Pr+bfrA P Y t " Parcel Information _- Parcel 25-19-30-5AG 0411-009A I ! w! er LOPEZ, HECTOR D' v ~. Property Address! 816 W 3RD ST SANFORD, FL 32771-1138 I Mailing 816 W 3RD ST SANFORD, FL 32771-1138 Subdivision Name f SANFORD TOWN OF Tax D� istric.tSt-SANFORD ! - DOR Use Code ( 01 _SINGLE FAMILY Exemptions ' tt - -- - t-----.,-.-- - --- - - - - -- - J Legal Description - E 58 FT OF LOTS 9 & 10 -� -- - ' BLK 4 TR 11 TOWN OF SANFORD jPB1PG61 Taxes Value Summary 2018 Wo king _ Values - 12017 Certified Values - - Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $84,218 $79,181 Depreciated EXFT Value Land Value (Market) $10,092 $10,092 Land Value Ag Just/Market Value `" $94,310 $89,273 Portability Adj Save Our Homes Adj $0 $33,819 Amendment 1 Adj $0 P&G Adj $0 $0 Assessed Value $94,310 $55,454 Tax Amount without SOH: $912.00 2017 Tax Bill Amount $511.00 E Tax Estimator Ii Save Our Homes Savings: $401.00 Does NOT INCLUDE Non Ad Valorem Assessments axing Authority Assessment Value Exempt Values Taxable Value ounty General Fund - - - $94,310 $0 $94,31 chools $94,310 $0 $94,31 ity Sanford $94,310 $0 $94,31 JWM(Saint Johns Water Management) $94,310 $0 $94,31 ounty Bonds $94,310 $0 $94,31 Sales Description Date Book -Page Amount Qualified I Vactimp -__- - - - - - - WARRANTY DEED 7/1/2017 08957 1009 $18,000 No Improved QUIT CLAIM DEED 9/1/1991 02341 0127 $100 No Improved QUIT CLAIM DEED 4/1/1991 02284 0334 $100 No Improved QUIT CLAIM DEED 4/1/1988 01952 1615 $100 No Improved QUIT CLAIM DEED _ 9/1/1982 01418 1853 $100 No Improved WARRANTY DEED 11/1/1978 01197 0437 $15,800 Yes Improved j CERTIFICATE OF TITLE I 1/1/1976 01078 1813 $100 No Improved_�I - Find Comparable 8aicu Land Method Frontage Depth Units Units Price Land Value-�{ { FRONT FOOT &DEPTH 58.00 117.00 0 $174.00 - $10,092 Building Information Is Bed/Bath count incorrect? Click Here --� Year Built `.�-_�.--. T-- - i # Descr ption Fixtures Bed Bath Base Area Total SF Living SF I Ext Wall Actual/Effective ��-�� - -- Adj Value ----� Rapt Value Appendages 1 SINGLE 1900/1930 - 5 4 1 5 - �� 1,275 5,321 3,671 WD/STUCCO $84,218 $210,546 Description -"i ' I Area FAMILY FINISH ' UTILITY UNFINISHED 100.00! http://parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGO411009A 1 /23/2018 PURSUANT TO THE ISSUANCE OF TITLE INSURANCE THIS INSTRUMENT PREPARED BY AND RETURN TO: Ryan Kopczyk Southeast Professional Title, LLC 151 Southhall Lane, Ste 230 Maitland, FL 32751 Property Appraisers Parcel Identification (Folio) Numbers: 25-19-30-5AG-0411-009A WARRANTY DEED Space Above This Line For Recording Data THIS WARRANTY DEED, made the 281h day of December, 2017 by Hector De Leon Lopez, whose post office address is 816 W. 3rd Street, Sanford, FL 32771 herein called the Grantor, to Raul Mata, a married man, whose post office address is 119 Country Club Circle, Sanford, FL 32771, hereinafter called the Grantee: (Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H: That the Grantor, for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee all that certain land situate in SEMINOLE County, State of Florida, viz.: The East 58 feet of Lots 9 and 10, Block 4, E.R. Trafford's Map of Town of Sanford, Tier 11, according to plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida. Subject to easements, restrictions and reservations of record and taxes for the year 2018 and thereafter. This is not nor ever has been the constitutional homestead property of the grantor nor contiguous thereto. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2017. File No: 17-1350 Randall Delk's Window Service Inc. 06 i® R 01 253 West 2"d St Phone 407-832-4459 11114 ® Chuluota, FL 32766 Fax 407-366-8315 , • Date: Name: _ !24 Li L /11 A -71d Subdivision: Address: —IF)./ G ('cam, .3/-L 1) 5-7, �"-�rf"v.2a Phone: Fax: Cell: Qty Material Price Each Price Z w xNt 2 7 2 7 t-v,-• '3.s Yv 6r Z t. S c% 2 7 7L 3 )( EY 0 51-7 A 5- �"- '0 C 'i 12 s7 Material 31 o D0 Tax Trip/Labor TOTAL THIS iNSTFIMENT PREPARED BY: Name: Address: tl u :r. FL ALgIIt NOTICE OF COMMENCEMENT nnwrc I � ^ S1& 7i1ii i'{ i i•iH?._IJ s :]ia•{1. -11"Lil. (=s_11!F-.T t. :-01IFTROL1-R RI_%l.)fi:D1;--'li.a FE-E-; t! i•ii iiii hereby gives notice that improvement will be made to certain real property, ann da Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PR PER (Le al d cri tion of the property and street address if available) 9U W 13r, S � FL 3 ,2, 771 OWNER INFORMATION: Name: R61141 M,04A /. Address: Fee Simple Title Holder (if other than owner) r CONTRACTOR: Name: _ AAC-1- .Rrd4he1-,5 e nA6+?'1ACj,A1h Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pegalti s of p r ury, I declare that I have read the foregoing and that the facts stated in it are true to the best of y k 4 wledge inbelief. Cl ♦! tit � y!� �� / G A _ Owners Sign re Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of County of ernI Kiv e The foregoing Instrument was acknowledged b foreme this �hday of P J 20 by ,fin --;-x `�tN V At (� 7bi� Who is personally known to me ❑ Name of person making statement OR who has produced identification ❑ type of identification produced: ANNETTE M BLAND < Notary PI.M64 State of Ronda Commissior # GG 170900 Notary Signature h1y Comm. Expires Jan 16.2022 9c-cecrr_.cr',ascra Now.vAssn. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: j- j2` )ij I hereby naf an agent of: to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): K The specific permit at: (Street Addrf'ss) Expiration Date for This Limited Power of Attorney: A2 n n )�— License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF _0_j Q2— The foregoing instrument C a knowI dged before me this 1.2r( of 201 by �o V- - r re a who is ❑ personally known to me or o who has p oduced - O as identification and who did (did not) take an oath. (Notary Seal) LILY E. CHIU Notary Public - State of Florida My Comm. Expires Sep 24, 2018 Ccmmission # FF 162669 (Rev. 08.12) Sign Print or type name I fl Notary Public - State of t Commission No. ' My Commission Expires: CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PLAN REVIEW COMMENTS Application Number: 18-516 Date: 02/01/2018 Project Description: Windows/Doors - Replacement Contact Name: None Provided Job Address: 816 W 3d Street Contact Email: None Provided This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.l?ov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. C OMMENTS- 1. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the windows that will be installed. Product Approval must be approved under the current Code Version — 2017. Only 1 copy of installation instructions were submitted and are approved under the old code version (2014). FBC 107 2. Please submit two (2) copies of Florida Product Approval and corresponding installation instructions for the doors that will be installed. The Lowe's paperwork submitted is not Florida Product Approval. FBC 107 3. Please submit two (2) copies of an exterior wall floor plan showing the location of the windows and doors that will be replaced. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official i FaIet Q - M G)L-- tz-p j `Ph If I e ++ — qc4 e+ma1` I aotlaeS3 -I- Florida Building Code Online RECORD COPY Page 1 of 5 BCIS Home Log In 1 User Registration Florida j �;n Product Approval t USER: Public User r Hot Topics ',, Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links I Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived, REVIEWED POR CODE COMPLIANCE �r Product Manufacturer MI Windows and Doors PLANS EXAMINER Address/Phone/Email 650 West Market Street 2' 12 `t p Gratz, PA 17030 DATE (717) 365-3300 Ext2560 bsitlinger@miwd.com 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) Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing G # 1 8 - 5 1 6 American Architectural Manufacturers Association Steven M. Urich, PE L1 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 Equivalence of Product Standards SANFORD BUILDING DIVISION Certified By 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 Product Approval Method Method 1 Option9fOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Date Submitted 08/23/2017 Date Validated 08/30/2017 Date Pending FBC Approval Date Approved 09/09/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 Florida Building Code Online Page 2 of 5 of FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(11355)C7327.01-109-47- 1.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47- 6.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 Florida Building Code Online Page 3 of 5 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin 52x84.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854E 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R6 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.1)df Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849E 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 II 08-01371B 11.0f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x62.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R6 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/ 12/2018 Florida Building Code Online Page 4 of 5 FL17676 R6 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10818)C7325.01-109-47 - 13.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 Fls 52x84.Ddf Created by Independent Third Party: Yes 17676.15 3540 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install Instructs - 3540 SH FIN 4802 (As Tested).pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10817)C7327.01-109-47 - 16.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH CHS Fin 108x74.pdf Verified By: American Architectural Manufacturers ASTM E1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 7301 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 SH.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 II 08-02997 - Anchor CliD.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.1)df Created by Independent Third Party: Yes aack Next 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 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 Florida Building Code Online Page 5 of 5 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ....;.;,.,.. U ON eChec_. . Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 ACTES: 1. THE- PRODUCT S+O'hN HEREIN 'S DESIGNED AND MANUFACTURED TO COMPLY WITH id CUIR ll�'N I 'HE R 7A PC!. ,)IN'G CO 2 `00F) FRAMIIN Pi .. N. SNR' OPFla'IvG TO PE D:^SGNED AND A\':H•CRED rC FRO ?F.RLY I I2AN_F LR ALL LOADS 10 SiRUCURE. F R✓ MIND AND MASONRY C,'PLN'N , !S ,L RFSr.:NcIF.... 0,7 ARC-i1TECT :;i E'"1GI^;EER RE; _JPD 3. lX B C', OV_R MASONRY/ ON RETE iS OP-IONAL. 4 d'HERE SaIM GR Bl K THICKNESS IS LESS THAN '-1/2" WND:)V! UNITS MUST BE A\CHORES -HRO Gr+ ICE FRAME IN t,_'CORDA'NCE 'WTH !v,A%UFACT•.,RER'S DUPL SHED INSTA-LATU'N INSTR,_ICT0N3. ANCHORS S'I-a_L BE SECURLY FASTENED DR_CT'_ INTO VASC, I , i.;OIICRI'E. OR ;;1HFR S" .-CIUKAI S,UB RATE MATERIAL. R,_ XCCD BUCK TF ..KIN ESS S : '-1/2" OR GREATER. BJ;;K SF1.AL L BE S-_CU•REl v " FASTEN) 70 MASONRY, CONCRETE CR OTHER, STRUCTIJRA_ SUBSTRATE WNDOVi UNITS MAY BL ANCOIRED I HROJCH F".4":4E TC SE,_L RID WOOD BUCK IN ACCORDANCE Wl i F! ,.AP.,J--UBLSH D NSTALLA:P_`N INSI,ai_CT.CNS. *HERE ' X BI_,CK IS NOT USED DISSi611LAR MATERIALS MJST BE SEPARATED WITH APPROVED C i,A�IA OR VEMBRAN _LEC' ON OF COAIING OR MLMBRA.NE S '1' E R'...:PO`JSBILITY OF -IL TC:_On LNG,NEER 0RECORD. E 7. SUCKS SHA-L EXT:',.D BO E"r1D'NIN_101'V IN-ERi.'_R FACE SO THAT F.JLL FRAME SJPPORT IS PROVII_iIT_D. 8. .rIM AS :QJIRFD AT WTI- t0.4C ._. A.RING SH!M. SHIM WHFRF SFACF CF li'6" CR GREATER `,,C,;RS. MAXIMUM ALI_O,%,AE_,E SHIM STACK TO BE 1 /I 1SrIMS SHALL BE "BADE FROM MATERIALS CAPABLE OF SjSTAINING ,FPLIC:ABLE LOADS, --,ID APPLIED^, A THICKNESS CAPABLE SI,STAN,^.0 APPLICABLE LOADS. 10. N:'IND I CA^ DURATION =ACTOR Cci l 6 WAS USFD FOR WOOD ANCHOR CAI CUiATIONS. . FRAME IlAT-RIA_: EXTRUDED RIGID PVC.. '2. .. N.`S e S Fi'F Gt A7 U PFR .AS`M . 00-04. 13 Ar'PRO✓E) ':M1 ACT PRC E ,TI':/__ SYSTEM IS REOUIR=D FOR TFIS PROD-JCT ''N "11'JD BORNE DEDRIS REC,. NS. 4. FOR ANC-IOF•CNG NTO Vi'00i-2At-MNG OR 2X BUCK ;,ST #8 Vd•OOD� SCREWS•;KITH SUf ITL�iI L !, 1�1 TC iF_VIL A ? 1/4" `A?NIMLI'•A CMUEDIVILNT 'NYC S,Hsf�lp, 1. �UCC:TE ANCHORS AS SF -OWN IN E_E'✓fv '3NS AND INSTALLATION DETAILS. TAsL OF CJNILN'S ., SONS Rf._ IFS RI TION OWF A. PR0VFr, j A=SISFO P%F; �.e:"i-(�s;:.4� 01'/06/14 R.'- 3 j REVISED i^.FTA-IAT:O: DETAILS � D9/`5; 15 R.L. 15, -CR ANCHORING INTO MASONRY/CONCRETE I,SE 5/ 1 6 TAP-ONS VV TFl SiFFICFNIT LENGTH I'0 ACHI-�VL A 1 1/4' MINIMUM LMLIrWvLN NTG S.L_IRA't- WI H 2 'j'_'" MII I^.4U".1 LGGE DISTANCE_ !..00ATE ANCHOR`, AS S`^3VVN IN ELEVALONS A'X I:N_ TA'.LLAT ON P__ AI;. . 16. =0R ANCHORING INTO METAL ST=IUCTURE USE #8 SMS OR SELF D'RI'-UNG SCREWS VJITI- SUFFIC ENT LENGTH TO ACHIEVE _-HP.FADS WNIMUM, PEYOND S T RIJCTURE NIEPOR \�,A_L. _OCATE ANCF,ORS .AS St IO'A'N ELLVA_IONS AN Ir, ':A LA1 ON _t "A LF. 17, AI..L.. FA.STFNFRS TO P,F. COR"ROSION RESISTANT. 18, NSTALLA.TION ANCHORS SHA:_L BE I'JST.AL-ED IN ACCJF_DANCE `NTP ANCHOR VANUFAC`URER'S NSSTALI.Al'ON GNS_RJ(:TIONS AN[-,- ANC;,ORS ,,H„ N„ tSF ) IN SUBSTRATES 'vM:TH STRENGTHS LESS THAN Tr.F MINIMJM STRENGTH SPECI�iED =ELC':N: A. WOOD - MINIMUM SP'"C I-C GRAVITY 'OF ;=,.G) 42 B. CONCRETE - MN.MUM CKAFYESS-VE SiR"NCIrl 3"92 :'SI. MASONRY - STRFNGTH CON7ORMA.'NCF '0 ASTV C-90, GP,ADF 11, TYPF 1 (OR GRFACFR). D. MTTA, STRJC1lIRF. STFFt. 18 GA, 33KS OR A, UM NC J o063 TS i /8' T iCK M EJIvAjM SHF F ' NO D: SCk P IC ......... NO LS 2 L'r, -_01, _ V 3 1 NSTA_LA-:ON DERAILS SIGNED: 0911512015 Msso IWDOWESTMARKETS D R SDOORS . L0 GRATZ, PA 17030--0370 ` �,•.��ENs�9�+% _=*• 0 gQSj it_ SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON -IMPACT 36"x74" =o NOTES TA �O•• T FF �` ✓L� TJ 08-01,252 B /V/4T QNA 1T��1G\�� E caT=. NTS 05/23/11 1 OF 5 11 I lFscpllll�l` R rl r A-1PR2,1M A P-VISLI) P__'. ',EW _L�' 0 i /C,'8/' -1 pl. B RnVISFD ASTALUATr(,N DETAILS 36 MAX. 'RAVE 4" MAX. ANCHOR CHAR F 's zL AND ANCHOR S NUMBER OF ANCHOR LOCATIONS REQUIRED J01"N 1-1 rY Frame Frame Width (in) 74' MAX. Height 18� 0- 24.00 30.00 36.00 T_ i FR (in) Head Jamb Head Jamb Head Jamb Head Jamb HLiGil' 24.00 2 2 2 2 2 2 2 2 22 30.00 2 2 2 2 2 2 2 2 VAX. ..... .. .... f 36.00 2 2 2 2 2 2 2 2 4200 2 3 2 3 2 3 2 3 48.00 2 3 2 3 2 3 2 3 ................ _IL 54.00 2 3 2 3 _2 3 _2 3 VAX, 60.00 2 3 2 3 2 3 3 1 66.00 0_0 ? 3 2 3 2 4 2 3 2 3 2 4 2 4 74.00 2 3 2 3 2 4 2 4 LAX. ........... SERIES 324013540 FLANGE -PVC .SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +35.0 PSF -50.0 PSF NONE SIGNED: 0911512015 M650l WINDOWSARKET AND WEST MSTREETDOORS GRATZ, PA 17030--0370 R L - 0 SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON —IMPACT 36"x74" ELEVATION TATOF 11 NO. OR Ml�_ TJH 08-01252 B� ONAL E �A_E NTS 05/23/11 2 OF 5 OR 2X BUCK 3 iLl, A;1I %PO V:c C SEALANT 1/2" ?Ail'. FD,F GIST .NC.= 1 '/4" MIN. _MDED A !" 1/4 MAX. J SH'M SPA,-E r.nn R L -- lei u -.. 02, -MINT F.EI',FC" C:FT.1e NI 1 1. /4" MiN EM L�helENI ED',E DIS ANCE eers c;rs , DAT, A I - /iSLC PUR RL`N IESIINS B F-VISEC \�TALLATI I DETAILS 1/4 MAX. SHIM F-ACI F..WF� �FI1FNT / INTERIOR E 1J )L1 C'� #P- o"Com F W\ i r / I _ ............ -- WOOD -OR 2X BUCK BY OTHERS /:,PPROVFD EXTERIOR -ALANT EXTERIOR INTERIOR - - - JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SFd! AJ OR 2'X SUCK ,.THEPS 4 1 C20 'LI,.f0RC'LMLN7 I_i_ -0 BE SET IN .A BED OF A.PPR0,/FD CCNSTeUCT,0 A_:.[SIVL /4 MAX. .... STIJ SPACE L 1 i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0911512015 AND R It�fai/ SDOORS TREET\\\��\S 650NINDOWWEST MA 9J,' v GRATZ, PA 17030-0370 •�NGENS� =*0y6�51 SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON —IMPACT 36"x74" J `(�� INSTALLATION DETAILS _P , TAT OF TH 08 52 B NTS -rt 05/23/11 `00120F 5 M A_ STPJ . l,R ...DY l HFRS A-PRGVED SFA_I ^,NT EXTERIOR SEA- M ETP STRUCTUR BY OTHER F" MiI,_ c;E y' LI_ LANCE 1 / : MAX, SNLA SPACE T !8 'vJS OR SF; F CRII LING SCREA R14 02 REIIJ= P , EN RFlIJ= PC, ,, . , ERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 51— )RCEVE`,. TO BE SET B=D OF APPROV=-, J `.; I RUCTION A.D. LSIVE 1/4 MAX. SHIM SPACE 91ES"r;NS .......... _.... ............... .......... ........ ___.. I ViSLC L2 P=4y' LS INC /G3/14 RL. S REVISED I'7AL,. LA11N E)ETiilLS _ J!/ 1S/13 R.=_. 1 4 mAx. _.. -iIV SPACE/ "8 IV IN. INTERIOR LSE L A'dCE �I �1 #8 SMS OR � SELF C RII LI ' SCRE"NS - --HER — A=Ro:E EXTERIOR ,E A! ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0911512015 MI WINDOWS DOORS .AND 650 WEST MARKET STREET \��g R• .. /xI � GRATZ, PA 17030-0370 v •��t+EN4F9-f = *p �51 it= SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW' NON —IMPACT 36%74" = INSTALLATION DETAILS ^;:-A' TAT � OF � ` • ce.mN P: c NO. REV TJ:: 08-01252 6 NTS sE 05/23/11 - 4 OF 5 2 11 '2 VIP.. I— EDCEL`!SfA`:CL II ERY nTHE!S ' ° ° .. O1 KTNA_ 1 Y P..CK ° :FE 127S , p I I HNI A. SIH SrAOE A_ l ,,n , EXTERIOR 2 i S_ALA"J_ OP' 'I AL IX BUCK - SLE fJOfL�, S- 51!i_i_ 1 Rr O-HFUS <R_-1CAS...020 REINFORCEMENT GVL-451 O^-0 'EINFORCEMENT .. ERIOR _ --A- 1 1/4" MIJ. FVPFDh"FNT G`JL-451 -0,20 % RFINFORC=VFNT SILL �0 BE S'El "J LC APDRi:'JEJ i;0'S`RI;CT:ON ADH=SVF 1/4 M!AY. HIM SPACF �l I VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1 /4" VIN. EVBEDMENT CONCRETE/.MASONRY 3Y OTHERS OPTONAL 1X DUCK \ SEE NOTES 3-7 SHFFT 3/ 16" TAPCON RE': _.. ._._ ;FSCRI-ICN ... VISLJ PER NE.; ( SIIPIG 2EVISED P.STALLAT€0N CETAILS I <o vA'X.- r i ! INTERIOR 11 I 2 1/2" L11N. ELC.c V F'+ DISTANCE ` APPROVED EXTERIOR EA,AN _ JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 t W/08/14 P.L. 09/'S�15 RL. SIGNED: 0911512015 MI WINDOWS AND DOORS 650 WEST MARKET STREET \\\\+\III11//��,, ``��J�g R. Lp�i�� 9�+�� GRATZ, PA 17030-0370 v••��GENS� SERIES 3240/3540 FLANGE PVC SINGLE HUNG = *• 051 it STEEL REINFORCED WINDOW NON -IMPACT 36"x74" -ro INSTALLATION DETAILS TAT OF pO•• t YB TJH 08-01252 ONAI 7M�11111111\�V\ scE'E NTS oa 05/23/11 "=E'S OF 5 f „ Florida Building Code Online Page 1 of 5 a �BCIS Home Log In ( User Registration Hot Topics Submit Surcharge stats & Facts Publications FBC Staff ( BCIS Site Map Links Search; b a Product Approval r 00 USER: Public User 2 ��T Product Approval Menu > Product or Aopication Search > Application List > Application Detail r FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email w�IDING Quality Assurance Representative Address/Phone/Email SANFORD Category �A, Windows O tG FPAR� Subcategory Single Hung Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE W Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 ,Florida Building Code Online Page 2 of 5 Summary of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(11355)C7327.01-109-47 - l.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH 36 x74 Fin.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 40x66.r)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x72.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47 - 6.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/ 12/2018 ELEVATION 2" typ. 36" J 12" o. c" max. 2" typ. T_T_ 12" o.c. max. n / / a"'kCLEARANCE (ALL FOUR SIDES) FLASH] BY DTHE Anchor (See Section Det Exterior SHEATHING Min Edge 7/16" JAMB DETAIL * 'NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE'. (NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) HEADr DETAIL ,IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL #8 X 1-5/8' SCREW (SHOWN WITH }" SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #C7327.01-109-47. 2. Wood screws shall satisfy, the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2" from corners and no more than 12" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36" x 74" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) .. �� nnE INSTALLATION INSTRUCTIONS & FASTENER SCHEDULE — FIN— Paomm ortiw er. .M.R. O1� wh, 12-14-09 OAR Windows & Doors 3540 Single Hung �:,. NONE 1 a 1 Gratz, PA pm 3540-3240 SH Florida Building Code Online Page 1 of 3 : t I t �Uih 9 b 1 A } Ll =h. t NSF g rq }� ..9 � 4�e: sax 4+.�t a«�*."s§GL^� _ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links Search Florida i .V r� Product Approval 9 USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail c t FL # FL18504-R2 V'l Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email OSANFORD Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ej Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 R2 COI FL COI.pdf Standard AAMA 450 Method 1 Option D Year 2010 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOh... 2/ 12/2018 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved mary of Products 09/23/2017 10/23/2017 10/26/2017 12/12/2017 FL # I Model, Number or Name I Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01455B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 R2 AE 512079B.Ddf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01445B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512069B.odf Zone 3. Created by Independent Third Party: Yes 18504.3 M 2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01834B.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 R2 AE 512521B.odf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01833B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.pdf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01907A.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.0df Zone 3. Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01906B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512601B.pdf Zone 3. Created by Independent Third Party: Yes 18504.7 M 2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-02834.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.1)df Zone 3. Created by Independent Third Party: Yes Back Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWIDgs9%2f%2ftCOh... 2/ 12/2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH — W1 + W2 2 REVISIONS REV DESCRIPTION - DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. B REVISED ANCHORING NOTES 05/10/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL — STEEL 18GA (.048") FY-33KSI/FU=52KS1 OR ALUMINUM 6063—T5 FU=3OKSI .0625" THICK MINIMUM. TABLE OF CONTENTS SHEET NO. DESCRIPTION jA DRAWN: 1 NOTES V.L. 2 CONFIGURATIONS AND DP CHART SCALE NTS 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN NOTES DWG No. 08-01445 DATE 01/11/12 1SHEET OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 rllomasCplrlomaspe.com SIGNED: 1011712017 RI IL o'q,,, *• 0 51 TATE OF �v OF REV �,GOR10Q: G�� de S�11NAl1E��`� Luis R. Lomas P.E. FL No.: 62514 107 3/8" COMBINED WIDTH W1 83" FRAME HEIGHT WINDOW WINDOW (MULLION SPAN) /// /// 107 3/8" COMBINED WIDTH W1� � W2 83" // FRAME WINDOW HEIGHT WINDOW (MULLION SPAN) i 107 3/8" COMBINED WIDTH FW, WINDOW 83" //l //l FRAME HEIGHT WINDO /l WINDO (MULLION SPAN) 11 ---{ I- W 2 107 3/8" COMBINED WIDTH �j span (in) 18.13 25.50 36.00 42.00 148.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 98.3 81.2 76.9 75.2 75.1 62.00 96.4 73.6 58.4 53.7 50.7 49.4 65.63 90.2 68.6 53.9 49.3 46.3 44.8 72.00 81.0 61.2 47.6 43.2 40.1 38.6 84.00 62.1 45.0 33.1 29.1 26.3 24.9 107 3/8" T OMBINED WIDTH IN �W2 83" FRAME WINDOW ININDOW HEIGHT (MULLION SPAN) FW, 107 3/8" COMBINED WIDTH --{r-- W2 �j WINDOW 83" //l /// FRAME HEIGHT WINDOW /l WINDOW (MULLION / SPAN) W1 -If W2 107 3/8" COMBINED WIDTH REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. B REVISED ANCHORING NOTES 05/10/17 R.L. 107 3/8" COMBINED WIDTH F_ W1 ~� W2 WINDOW 883 /// //l FRAME HEIGHT ND WINDOW (MULLION /l SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. span (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 1 120.01 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 109.2 90.2 85.4 83.5 83.4 62.00 107.1 81.8 64.8 59.7 56.3 54.8 65.63 100.2 76.2 59.9 54.8 51.4 49.8 72.00 90.0 68.0 52.8 48.0 44.0 42.0 84.00 62.1 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W1---� W2 107 3/8" COMBINED WIDTH �j MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: DWG NO. V.L. 08-01445 SCALE NTS DATE 01 / 1 1 / 12 SHEET 2 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCalrlomaspe.com SIGNED: 1011712017 RI iL1o7i/i %sTA7OF��z 0:Rc(ORVD; Luis R. Lomas P.E. FL No.: 62514 REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 08/07/15 R.L. REVISED ANCHORING NOTES 05/10/17 R.L. 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS a < a < < 1 1/4" I I a MIN. EMBEDMENT SECT5796 OR MT000022 CLIP _ I J I J SECT M-1926 MULLION 3/16" ELCO ULTRACON TAPCON SECT5796 CLIP CLIP EESECT5796 SECT M-1926 _ — 1 1 S 10 OR SELF DRILLING MULLION I I I I / ! W SCREW SECT5796 CLIP _ I I #10 WOOD SCREW 1/2" MIN METAL SECT5796 OR MT000022 EDGE DISTANCE STRUCTURE CLIP — BY OTHERS 1 3/8" MIN. VERTICAL CROSS SECTION EMBEDMENT METAL STRUCTURE INSTALLATION } CLIP INSTALLATION 1/2" MIN WOOD FRAMING/ EDGE DISTANCE 2X BUCK VERTICAL CROSS SECTION BY OTHERS MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS DRAWN' DWG NO. V.L. 08-01 445 SCALE NTS DATE O1/11/12 1 SHEET OF 4 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlomasOaldomaspe.com SIGNED: 1011712017 IC/0///// �� ,•��+EN3F9iP�% *• n 51. y� TTAAATTE OF ip�t`' 0R1'DP• S//0IgAl_1E�'G`�� Luis R. Lomas P.E. FL No.: 62514 i 7/8" T 2 3/4" —1 El=� 1 1/8" SECT M-1926 MULLION ALUMINUM 6063-T5.125" THICK 3 1/4" 3/8" 5/8" 3/8" 3/8,. 3 1/4" 4" LO MT000022 CLIP 16GA (.063") GALVANIZED STEEL 7/8 } 2 X 01/4" 7/8" } 3 3/4" F33/8 3 8 2 7/8" SECT5796 CLIP \- 2X 01/4" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 3 3/4" 3/8" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-75.125" THICK 2" 2 7/8" 3 3/4" 2 1/4" " 3/8" 7/8" 2X 01/4" 1 1I/ t SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK REVISIONS REV DESCRIPTION - DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. 6 REVISED ANCHORING NOTES 05/10/17 R.L. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN COMPONENTS DRAWN: DWG NO. V.L. 08-01 445 SCALE NTS I DATE 01/11/12 1 SHEET OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasOalrlomaspe.com REV B SIGNED: 1011712017 RIIIC0 aO� T((�Af�T*E OF ;1 ALIE�XX�� Luis R. Lomas P.E. FL No.: 62514 THERMANTRU ID THERMA TPU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 YOrr y L r8rr "FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures & general notes Door panel details R Horizontalcross sections Vertical cross sections Buck and frame anchoring - 2X buck masonry construction Frame anchoring - 1 X buck masonry construction Bill of Materials & Components 37.59" MAX. O.A. FRAME WIDTH 36.W' MAX. PANEL WIDTH LJ ILA a a (V m O co Z� Z �G � ;z SWINGFRAME OVERALL ;DESIGN DIMENSION PRESSURE (PSG:' POSRIVE NEGATIVE INSWING 37.59" x 82.19" +67.0 -67.0 OUTSWING 37.59" x 80.69" +67.0 -67.0 a t0 ua N� VZ ,W 3`u: N W O O Wz CC O J O FQ-Q Z W En �w V, Q �s m w UZD ° In 0 a a a E. N.T.S. m: AL ev: LFS hNC No.: FL-5891.1 .r 1 or 7 .Z6 4 �. no iQ z N. 4,. OZ ` EXTERIOR : 01 z n m z° ` n N �. U N •• X a Z p Z V 54 maNro Cosa 57 INTERIOR 52 0« LL 0 m D a 56 E 9z ' cW o° � a 1 HORIZONTAL CROSS SECTION 2 2 � J �O �W N I L U o � O EXTERIOR INTERIOR a ® 1 52 DOOR iOP RAIL 53 LATCH m � O $ nv N N U m z Ln p o00 � 50 DOOR PANEL Lo Fber Classic > >� 3 I� 1.54"� L 55 ^�� w z ^ 2 VERTICAL CROSS SECTION z M N ^ T 2 DAM 4123 08 z scAL N.T.S. ° DWG. er: AL m 54 NfNGE STILE 55 DOOR BTM. RAIL cHK. BY: LFS 3 DRAWING NO.: � m FL-5891.1 o SHEET _L OF 7 N A w E n p q q O.' ` o� SIS a 9 10 :rn ? z' `�¢ O� F ® ® ice•. y; z INTERIOR 10 m z o oro anZ p U N •• `\\\ • 'O O z m o U f 21 m 9 C W y d N 0 5 U L m O a maa� o 17 0 2 EXTERIOR ° o Ecc Z 1 0 3 50 7 3 8 20 to > o-) E 4 C A w w oN 1-1/4"MIN. D m_ � _� 3 4 EMB. (TYP.) ` K q q L ' o 3 HORIZONTAL CROSS SECTION & C 3 Shown w/1Xsub-buck a a v 27 50 9 10 INTERIOR INTERIOR 10 4 o o0 N N U mto Z v a wwo O EXTERIOR EXTERIOR o N 7 50 7 » 1 B �^N B a 1-Z 20K K 20 w1E 4123108 sm: N.T.S. 1-1/4"MIN. B B DWG. BY. AL EMB. (TYP.) E CHK BY: LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1-1/4"MIN. DRAWING No.: 3 Inswing configuration Inswing configuration EMB. (TYP.) FL-5891.1 SHEET 3 OF 7 T J i to".. 6 1 1-., •Z "Z Q W Of �i z p a I IM z om d On z d ^ OZU aua oa ma omDo.'am A C f n 0 = Wo 'E o oZ C �m w aW e. o° 3n 50 19 50 19 7 7 8 INTERIOR EXTERIOR 8 o =)N z vo INTERIOR EXTERIOR ¢ m m W� 1 VERTICAL CROSS SECTION r2� VERTICAL CROSS SECTION �� a 4 Inswing configuration 4 Shown w/1X sub -buck � 0 o O: o it a a INTERIOR EXTERIOR mm W W EXTERIOR INTERIOR o a N N U O O Z W W O O � � N 00o D- 33 18 50 a°a �i w z 4123108 scna N.T.S. ° DWG. BY: AL m' 3 VERTICAL CROSS SECTION 44_� VERTICAL CROSS SECTION cHK. BY-. LFS 3 4 Inswing configuration �4J Outswing configuration DRAWING NO.: a: FL-5891.1 0 0 SHEET 4 OF 7 N a E 0 MASONRY OPENING a f o U 2X BUC BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHORc MIN. MIN. CLEARANCE MIN. CLEARANCE. TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT :: EDGE;`: ANCHOR ITW ® 1/4„ 2„ 4" TAPCON ELCO ® 1/4" 1-1/4" 1" 4" U LTRACON WOOL) SCNEW INWALLAIIUN NUICJ: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAM 2X BUC FRAME ANCHORING Masonry 2X buck construction ;� g •y- }' . a rnr nu �o coz° 0 n ON O N v Z_ O Z U p m t O J C w a a Nd ma`aLL o U v � � O O u v° z14 c �.: 8 .°i d NZ 00 zZ) g � a: Z) o "vU ^O ww (� =o rY0 U ZZ o rZz in N t=0 =m � 0 o� zd O ]c w < �m a a co HINGE JAMB HINGE DETAIL LATCH & DEADBOLT DETAIL DATE: 4123108 soae N.T.S. DWG. B. AL CHK. BY: LFS DRAWING NO.: FL-5891.1 sHEEr 5 or 7 4:) 4 00 > 'o C4 on z z z 0 ox Io N1* 6 o a. T IL Ci MASONRY OPENING O 0 'E 0 z 28 o A IN 0: J 27 FRAME L/TYPI, 0 ED TYP. HEAD & C� JAMBS fn �7 0 C, I X BUCK LATCH & DEADBOLT DETAIL 0 0 fn Qu En z STRIKE JAMB FRAMEANCHORING HINGEJAMB L:) Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. o a_ 2S a. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to H 9 maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 10 z 3. Concrete anchor table: :ANCHOR:: ANCHOR MIN MIN.CCEARANCE:: WWI CLEARANCE. TO.ADJACENT. D T SIZE EMBEDMENT 0 0 z 'ENT. . .:.TYPE EDGE ANCHOR:. scALL, N.T.S. — DWG. ETY: AL M TAPCON ITW TAPCONO 3/16" 1-1/4" 3- 1-1/2- HINGEDETAIL CHK. BY-. LFS i. DRAVANG NO.: FL-5891.1 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I end distance, & I o.c, spacing SHEET OF of wood screws to prevent the splitting of wood. TQMASONRY 3 z c 2 ~ OJT �`•.o. * n =NT7 Z 4...'E 4.56 �� ' d m U M y`` . ... ... I o a a x 0 o F�2.36"�� \ o ro Sm Ocw \v`J �N U), O OLm HEAD &SIDE o d` E LL o m a a w 19 yp Jamb p E-o z L cw o° J a o J s10 I-- 2.20 --{ o W w 1� J_ J—g J �O 3 Lei 00 W I— 4.67' U 0 O o a a LOW PROFILE OUTSWING BUMP FACE n < 00 N N U dom z W W O O 5.75' —�i _ o = O o, N N � I o00lu � NOTE: WOOD/LVL COMPONENTS (PINE, SG >= 0.42) Qp o o n h L _ T W Z ^ N Z Z a n N ^ 33 SELF ADJUSTING SADDLE THRESHOLD ��: 4 23/OS scuE N.T.S. Dwc. er: AL m CM er: LFS 3 DRAVANc No.: FL-5891.1 a SHEEP % OF 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A iXBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #8 X 2-1 /2"PFH WOOD SCREW 1.15MIN. EMBEDMENT STEEL #10 X 7' PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" X 4'HINGE .09T' THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 19 HEADER JAMB PINE, S.G?= 0.42 WOOD 20 SIDE JAMB PINE, S.G?= 0.42 WOOD 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 50 FIBERGLASS DOOR PANEL -FIBER CLASSIC - 51 FC DOOR SKIN .070" MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI SMC 52 TOP RAIL COMPOSITE 53 LATCH STILE LVL WOOD 54 HINGE STILE WOOD 55 BOTTOM RAIL COMPOSITE 56 POLYURETHANE FOAM CORE -1.9 LBS. DENSITY FOAM 57 LOCK BLOCK REINFORCEMENT WOOD 0