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43 Elliott Ave -BR17-003014 - WINDOWSq 1 I CITY OF SANFORD OCT 12 2017 11 i BUILDING & FIRE PREVENTION L PERMIT APPLICATION 0 Application No: r 3 0j Documented Construction Value: $ __-$800.00 Job Address: 431 Elliott Ave Sanford Fl. 32771 Historic District: Yes No Parcel ID: Residential ® Commercial Type of Work: New Addition Alteration ® Repair Demo Change of Use Move Description of Work: New windows replacement Plan Review Contact Person: Title: Phone: Fax: Email: I Property Owner Information Name Anthony Sirica Phone: (407)617-1212 Street: 431 Elliott Ave Resident of property? : Yes City, State Zip: Sanford FI. 32771 Contractor Information Name Michael Yebba / Mikana Building & Design LLC. Phone: (407)929-4001 Street: 2018 S. Mellonville Ave Fax: City, State Zip: Sanford FI. 32771 State License No.: CBC-040805 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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 Pennit Application f 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 pen -nits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr gent Date Signature of Contiractor/Age ;°. Date Anthony Sirica Michael J. Yebba P ' t Owner/Agent's Name Print Contractor/Agent's Name Signature e Signatt Q° N DEEBIE t3LANTv^N EE DEBBIE BLANTCN MY COMMISSION # I'F 176648 MY COMMISSION 41 Fr"178646 EXPIRES: February 25, 2019 c EXPIRES: February 25, 2019 BondedThruNctaryPublicUnderwritersBondedThruNotaryPublicUnderwritersOwner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: -oKf' 1 o-19 ( 7 Revised: June 30, 2015 Permit Application k — 1w,srwrrwr Date 10/12/2017, The following is the scope of work detailing your project. I worked diligently to achieve a good balance of cost and quality. I hope this meets or exceeds your expectations. Scope of work is as follows. Phase 1 Demo & Prep Remove all existing windows and dispose of. Phase 2 Installation Supply and install new windows for the masonry and frame construction as needed. This proposal includes all materials and labor unless otherwise noted. Total project amount $800.00 Note; Construction site will be kept clean and clear of construction debris through all phases of construction. This proposal is the exclusive property of Mikana Building & Design LLC., and is not for redistribution. ACCEPTANCE OF PROPOSAL The above prices, specifications, and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above or attached as part of this proposal. SIGNATURE: ACCEPTANCE DATE: NOTICE TO OWNER: Florida law contains important requirements you must follow before you may file a lawsuit for defective construction against a contractor, subcontractor, supplier or design professional for an alleged construction defect in your home or business. Sixty (60) days before you file you lawsuit, you must deliver to the contractor, subcontractor, supplier or design professional a written notice of any construction conditions you allege are defective and provide your contractor and any subcontractors, suppliers, or design professionals the opportunity to inspect the alleged construction defects and make an offer to repair or pay for the alleged construction defects. You are not obligated to accept any offer made by the contractor or any subcontractors, suppliers or design professionals. There are strict deadlines and procedures under Florida law. according to Florida's construction lien law (sections 713.001-713.37, Florida statutes) those who work on your property to 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 subcontractor fails to pay subcontractors or material suppliers or neglect 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 full. If you fail to pay your contractor, your contractor may also have 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. Florida's construction lien law is complex and it is recommended that whenever a specific problem arises, you consult an attorney. REQUIRED INSPECTION SEQUENCE AUILIDING ]PERMIT 1MIin 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) min I Max Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i;+u111V1+{a#x •.t, Nun Y'X'ei tc7ult{n: Max pl.S;t A.,., a _ , j icLis'. d!4 I<ns ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Inspection Description Mechanical Rough Mechanical Final 1 5`i+ Lu....+L:. t X}}y/.,.', `r r`. +`,'`f',£'p ti t, ,>t;.,} '•1•k f >rtu r i'a'1. 'irfC,'7-i'.'/!h.....v.4rJ%cr } tiaT ..RSY'W J.n. c InsI4i . I b-111 Di s. I i IMP III Gas Underground REVISED: June 2014 VA in Florida Building Code Online RECORD COPY Page 1 of 4 BC[S Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publicatio&9ns FBC Staff BCIS Site Map Links Search d b Product Approval^• r s :USER: Public User 0 `v 7 I?.mn_uct_gpg- y f Men:_ > Pmdur or implication Srarrh > Foolic tior List > Application Detail PtR s(w w \ rye FL # Application Type FL17676-R3 Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived REVIEWED PORQCOODE COMPLIANCE Product Manufacturer MI Windows and Doors d[ Address/Phone/Email 650 West Market Street PLANS EXAMINER Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com DATE 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Brent Sitlinger bsitlinger@miwdxom 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 Windows THE BUILDING OFFICIAL FROM THEREAFTER Single Hung REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE V Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/13/2016 07/13/2016 07/17/2016 Year 2008 O\LDrNc SANFORD A, 17-3014 https://www.floridabuilding.org/pr/pr_app_dtl.aspx'?param=wGFVXQwtDgvFGYZsjrZFR... 11/8/2016 r Florida Building Code Online Page 2 of 4 N Summary of Products Model, Number or Name DescriptionFL # 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC _APC 35.10 Rn36x74.[?df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure. +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17(i7_fi_Rs—II Instal.f____-._=i.rnQ.._S_H_3F_x7 ._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 1=1-17676 R3 C CAC APC 35-10 Fin 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. Units must be glazed in accordance with FL17676 R3 If install - 3540 SH Fin 36x84.pdf 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 R3 C CAC AFC A3 i85.01.odf 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 R3 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 I_.0 j 7_ g:...._k._ t4..._AEC.15.40.-I::Lr.:._4:10.:}..,p-f 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 ;jj?fi,_all_30 Fin 4 , 63.U(If 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 FL7?Ii7f,_,.R3,__ _.,CAC,._APC.3,. 4t)__F r.._44x72,p0.f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FLI.7676 R3 II Ins ll _ 3 ,10 51.:1._Fin_4.g:x7LpAf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 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 R3 C CAC APC 3540 Fiji 44x84.00, Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R3 II Install - 354n SH Fin 4.1x84.cdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 11/8/2016 Florida Building Code Online Page 3 of 4 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 R3 C (-Ai APC 3F40 Fin 52>89 ntf 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 FL17u76_,_ _3___II___FL].7676_____R;I,,,,, I,.,,rr st_all.._-._.s_F4 0,.S.a F n. ASTM E1300-04. 52x84.ad- 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 R3 C CAC APC 35101 R 5 36x74 p Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R3 II 06-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17676.9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R3 C CAC APC 3540 FLS 36x84.od` 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 FI...1.7676 R 3 II 05-0.1372. 5.1.1989.oti Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R-1.7 i76___.R3...AE_....51,.1:9893540 FL.S 36)(84.prlf 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 7" ` Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 F1..1I576—f23 I. CLF_7.1247B_10._I_Lclf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Fl1 76 R3 AF 51184 .1.24'.:7d? I1- Created by Independent Third Party: Yes 17676.11 3S40 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17-676 R3 C CAC APC 3540 Fi..S }f.3x90 jAf Approved for use outside HVHZ: Yes ssQualityAssurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 P3 I1 (£;.-.;)13.11_13_11_rdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 51138S61Ej.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17576 R3 C CAC APC 3540 FLS 52x62.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL]7676 R? II 0$-02269A 12.,p& Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... ll/8/2016 Florida Building Code Online Page 4 of 4 Created by Independent Third Party: Yes 117676.13 13540 SH 152x72 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R3 C CAC A.PC 3540 E S 52x7[.D<d Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL_1:7,76._R:i...I_t Q°.=.'02?_7C'._1.:3.jxif Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R3 AE 5.13016A 2270.ndf Created by Independent Third Party: Yes 117676.14 13540 SH 152x84 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 Certification Agency Certificate FL17676 R3 -_ CAC APC 3540 Fi S 52x84.pd1- Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17576 R3 IT 09-01.51-i 5121•i-I.f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL 17 676 P KE 51')141 '4C0 FI ,'?x84E df Created by Independent Third Party: Yes 117676. 15 13540 SH 148x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate rL17676 R3 C CAC APC A.2726.01.pdf Quality Assurance Contract Expiration Date 07/ 20/2019 Installation Instructions FL17676 R3 Ii Install Inst acts - 3540 S' FIN 4bx72_j4s T`? it d),pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676. 16 13540 Triple SH 1108x74 Fin Frame Triple CHS 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 Quality Assurance Contract Expiration Date 04/ 12/2017 Installation Instructions F1_ 17676_R3_II lnstpll_-_3`40._SH_.. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1.824The State of Florida is an AA/EEO employer. Copyright 2007-2013 Mare of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If youdo not want your e-mall address releasedin 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 B50.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department withan ema-!I address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter45S, F.S., please dick here . Product Approval Accepts: on FAI Rid https:// www.floridabuilding.org/pr/pr app_dtl.aspx'?paranl=wGEVXQwtDgvFGYZsjrZFR... 11/8/2016 N 1c Y t I L K SIGNED: 09,'T5/20t5 DONS AND DOGRO yxltttiftt l:J 650 MIS7 MARKET ,TREFT t,RAT7, RA- 17730 0.r7'1 i 4 ,C,E ES:gsCr'/ SERIES 32 11) 3?4 J fLA '4 'if. FJCL EUJt, EL R INVOCL5 WI JGW hCh M.PA€,JOfC_ 4TATi Of 4:' j0amFCORlC1 TJ H. 08 .. 1 s? t W S 05 Z r i' 1 OF SERIES 324013540'FLANGE PVC SINGLE HUNG WINDOW EXTERIOR VIEW I'.DESIGN.PRESSURERATING IIMPACTRAITING 35.0 PSF ' NON50.0 PSF SIGNED: 09'7512075 c GrCJPw 1 ©t1rP ttill! L0JJJJi 65'?Rn I> GRAT7, TM, 0 7 4'`iC+ENS,' cP CRfE 3 10/3 9 3 C_t PVC ^lCLL. HUNG'. N` 71*94ui tFL ? CktsLLtiVrDUUCry41'C.3G x;4 y . 7 t: F h! 05, 2 J } 4 7iOF 5 f XXXSSS f f INTERIOR Vi 6 Fr40, EXTERIOR EXTERIOR'' INTERIOR z JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1. < 1 SIGNED: 0911512015 r AND n,) +JDiJ;Nr* AlP 57'r`ETS VERTICAL CROSS SECTION GRAT7, a: 7a.,0 0,7n GEN WOOD FRAMING OR 2X BUCK INSTALLATION CRIE L i /;5 At h PVC LG H I NC NOTES; .. LlL-I'FORCEL WINDOW: NC-N-;FAPA7 " UT6xp' fr 7 INTERIOR AND EXTERIOR FINISHES. BY OTHERS, - - " NOT SHOWNFOR CLARITY::i A' INSTALLATION DETAIL - i , TAT F = j/ F - 4 R4D2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCEWITH ASTME2112 - 1 N 0P 01 7t -'.c cA- - /2 /'1 3 aApk v .. fY \ twf t i i l t i INTERIOR - flr 1 EXTERIOR INTERIOR EXTERIOR= i j[ JAMS INSTALLATION DETAIL METAL STRUCTURE 1NSTALLAPON i ram. i u F' L v VERTICAL GROSS SECTION METAL STRUCTURE INSTALLATION '.' SIGNED: 09115,12015 -. II",q 1 N D ;f'vS'ND DOOR w! ti atni tltlr i 65 <" M4gF T ;TRt FT f'RA:T7, . A i7 fD->757 ' v E AI 7 r D 3 c Ai u PVC, LE : 6"x7 ATA - NOTES.:LL l R r 0R,'- DIMFLEL wit w N'rr iMF rL"( :Sf x1d" Y.INTERIOR AND EXTERIOR FINtSHES,BYGTHERS, NOTSHOWN FOR CLARITY EfJ'T Lh,T;fil DETAIL_ j0T Q -`- 2. PERIMETER AND JOINT .SEALANT BY OTHERS TO SE l F • , , DESIGNED tNACCORDANCEWtTHASTME2if2 T.H R 7257 8 ALriDhEN- 5j73/ r ,: f- 3 i F i 3 t ; INTERIOR s t EXTERIOR EXTERIOR. INTERIOR JAMB INSTALLATION DETAIL GONCRETE/MASONRYINSTALLATION NOTES. - 1. ANTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN: FOR CcARITY. 2' PERIMETER ANDJOINTSEALANTBY OTHERS TOBE DESIGNED IN ACCORDANCEWITH ASTM E2112 SIGNED: 0911512015 M n' c; r4 h f Is ' .D I E fIFd 11t41tit/ o 650 WE h,IARKET STREET 0,',OGR,AT7., ? :7 C+,7 R ES 324,0/3540 FLANGEE PVIn ,K, E P t iN wMO36'xr" tiff• 3a 6 NSTALLATION 0-E-110, "S iOF VERTICAL CROSSSECTION1. " "if"5;.ORifkZ; JJH CONCRET& MASONRYWSTALLATION lAT-` 5 tiL 5 ELEVATION Notes: 2" typ 36 HEAD DETAIL1 installation depicted based oil of structural test report jjC7327.01-109-47. Jt2" o.c" SHEATHING/CIS$ max. 2. Wood screws shall satisfy the National 2• typ SIZE HEADER AS NEEDED Design Specification for Wood Construction for material typeand BASHINGBY OTHERS :: CAULK UNDER NAILING dimensional requirements. 12' o.c. FIN; ENTIRE,', PERIMETER BEFORE FASTENING. 3. Woad buck installations: are assumed 2x maxS—P—F (G=0 42) or denser Buck width shall be greater than the window frame Anchorwidth. Tapered or partwl width bucks SSeeSectionDetal(s) are not allowed. Wood buck 'shall be aecured to the structure to resist oil design loads. Al 4. Wood screw lengths' shall. be sufficient Florida Building Code Online Page 1 of 3 pia I'M= II A, =I BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stars & Facts ! Publications FBC Staffs BCIS Site Map Links Search 8uslnes, j)PrOf*essl n I ;E Product Approval p ( USER: Public User i e`0,3g Lila lCo , y. Prod1{ct. Apprg i Men,>Pr. duct er 1ppl ca_ioi Seantj >Fppli ti List> Application Detail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sidinger bsitlinger@miwd.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer h!' 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 1-118504 RO COI 1 - L CU' I.udf 1710.5.3 Method 2 Option B https://www. floridabuilding. org/pr/pr_app_dtl.aspx'?param=wGE V XQwtDgs9%2P/`2ftCO... 7/20/2016 10 Florida Building Code Online Page 2 of 3 J Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 18504.1 M-1926 Horizontal Mullion 09/01/2015 09/01/2015 09/07/2015 10/16/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3 Description M-1926 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions FL18S34 RO II M-1926 llprizortal 08-01.455A.pd;` Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS504 RO AE 512079.A.od` 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 FL1.,95044 RO 1I M 19 eg`ical 08-01445A.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 FL..1f?504 _RQ _AE .5.1.2.Q..G..`1 :wif. 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 FL_1.8_504 RO(pr:ixorl_al_._,`IR_-tL1,8 <3A,I3df 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 FL1.85.NI,_.RD__AE_ 12 _21,1,.pdf 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 F L1 5 i 7 F0_11 M-2285_Ver`ical Q8-Qt333A;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 - 64", Impact resistant up to Wind F1.1.8504 CO Ar 517i'OA.n;1f Zone 3. Created by Independent Third Party: Yes 18504.5 I M 2302 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3. 18504.E r M-2302 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Zone 3. M-2302 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions FL18504 RO II M-2302 Horizontal 08-014.56A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL.18504 RO AF 51.2080A.pdf Created by Independent Third Party: Yes M-2302 Vertical Mullion Installation Instructions FL.18504 RO II M-2302 Vertical 08-01447A.pdt' Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FI.15., )4..._i'j)1 E512Q71.a_pdf Created by Independent Third Party: Yes n tjl :: 2.601 Blair Stone Road Tallahassee FL 32399 Phone' 650-487-1624 The State of Florida is an AA/FEO employer. Copyright 2007-2013 State of Florida Privacy Statement :: Access'brfty Statement :: Refund Statemannt under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -retards 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 Chapter455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communicationwith the licensee. However email addresses are public record. If you do not wish to https://www.floridabuilding.org/pr/pr app_dtl.aspx'?param=wGEVXQwtDgs9%2P/o2ftCO... 7/20/2016 Florida Building Code Online Page 3 of 3 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 here. Product Approval Accepts: W 0 https://www.floridabuitding. org/pr/pr_app_dtl.aspx'?param=wGEV XQwtDgs9%2f%2ftCO... 7/20/2016 i REv - « 3 FT{ Pl pgTF A F J EG j t 1,F5. A tf 'ISfJ INSA+ATION DM:; [ UA/ 1 ./1 1 s.t: i; II II_ PNNOLJG SilOWN HEREIN is I;E:,„NLD AND `7 Wild iai OU ;dLN ILN I SJI ? -t_ I LORIDA. UUl LL,NG „ ;L1f_. J} :: WOOD., FRAMING P,. Cr S_,i .,J D AND; AN,HOR' t f0 R OPPRLf.'. 4V F .R A I , OA( TO STR CTt RF F RA RI` C, I.. - IF A NCHOrPINCNO ITESL ( OVS E L OFi JHL NGIJELK O( I;E hG j I OR AN - N GINIC, OD: RAMING k t 2x LJCK +J S _ # 10WOOD i; ti 104vhRi nt ,S If G R EA,FOF 1 /3 1,1,1ASNT1 d t. THE _S C HLVWIT! J'f .G?.i_tVl -CJa i TJ :G E'4'EA, Ii. d -MINIMUM F IJ '}F THE F€vs J f SHOWN ,RE N v :T ) URA 0^J' F.k EDMt-ivT. i CATE: s lv.,as,Rs AS . }-OWN IN I'NS T A"t.,, a "1F`AI:>' OQU ANCiOI, C ALaI Zf I0N._. C vl:l t'A _,J J, _ 4) " PPF% ,OVLU IM(AC. II P.K) _C VL Y'f! 8 r "N' 1 h2Ft IHS 2) iOR AN ;;,I,ING 1NI0, C..N RE._ iSIL 1/4" A-'CilR N"J fill R )DUCT NW 'cBORNE - E..RI., . RE. 1( NS J? TO 415[dG ZONE iE Sl i I _I_N?'. __ .Gill: A! 1+ _>_ A. 1 1 j 4 M li'i':dUVi .L.`,13ECULNJ1 F..L.^J 'fR RF ANf, .J';-fa..r 3t )F ;,II; Os.N: to THIS 'Oi1 3 2 :,/2' Mir WUIM _DGE'USIANC[ _USA'EI;Gv., OR AS WINDOWS'rJ,(,J^1L`N ,' yLtyl ()P.LI "tsl G L_,(?hd-..D, l,.,> '[iL A F'{Nc'4"_i.) SHOWN 1N1- 1J>TA, A`.IV\ OF';1`i ., .>H Fi NDUR, jS A;lk E. APPf ., VA-, AL I A:i 1 LN_KS 40 B.I. .J2kty 71+_ N E51 ANI 6; SNGI = MIND WS TO 9F M,U D A,- ., h I IMTF q :r 7AIt 71 N N `t'S SHkl.: BE INTFPIIEC' J A0 R D,NCE .Jilt- W IN F 24rlL, WI Uvr +U_.T BE UA\. A-•. LU t3" N9 AND L Uv IVY : - ANCHOR VANUFA TURER , I' NSTA IATION INSTR.R,,T ,N>, ,'NC? ANy t f = HALL OT C3L u15 !1 ' JE3 1-Zfl L 'kY 1 it LNC' IS ITHE a ; col N PR RlE OFi 1f)UNIF HA n'. ( NTRJI i F + R LESS THAN: h { a_M Y REN. -i P E C IIF!' 8- A. FF. : EC ,._SLR =DF F fv _ . Ota ;,d Hr aJG rIJLI n, WOOD MINIMJI'1 P I !„ CR1i t 641 U'v;tJt OR. O. 1F UP1 Tn: ., CONCRETE9tvi i +M C.OMPIR , > ti E. STRENGTH OF ? ^Il, PSI, MAY 3E UULLECiGC I£fd vcLr P >_' AS_G:J A ,IN;v` M SON?2Y >'I-,'SNvit CONIUI MANC_ TO tATM , uRAJL N, N W01I AND I iLIGHT ARL101 LXCILLI)l D AND MuL_10N s , HOR.Ff t HOWN HFR..I J - C)) i, .ERTI.A It.-;.IN TA ATCN IF SHOWN,-M 1ICNMAY rr USE;) -1 "i1 Fs1 i::N iiIGN' r USE `,'<{.ir R1 ra-,F N UR'z VIAL APPLIC,A11011 A LONG: AS LU N J S' NU A'LL 7F tItJC .> rFW PFP F c RFs itl T ?F FIE D IVS; A f 1(?T -F.X . EL.:J AND N17,1 („J I-• ';1N,H .F: i3 Rs ,4,.F.P)INO (TOLE_ I C R S'_`RI'._,I ARE NO' PR=R,;LL I By MAJ.+ AC'HJ Lf,',. -: L " C J PFRESS.URE TAFzFE INSTRUCTIONS: J '.. R _C UI i_[;', J__ GN LOA,? F._f.' ,_JfJIJ,i' 13UILi N•'3' COD CHAPTER 16. I UFAR, W:,;tk ANU MULLION SPAT! BASED ON R DUICC fr DE IIIN. A__L7. y _ .__ I:'iRM., LA lr.l;_-f)1AIcl` Jv L`1f.J .. .... 1. f XCATE=Mt!1,11t;NJ .` F N f jN HF<,. T; PN[' THIPUTARV:-µ' I;i:-, A'f N``+_I ,L! i10N OF L)4iR , U COLH04 C ONII. I d I,C T 1_ N !LJC)' SPAN AND TRIRU17Ar A.`r-,H RESPEC..T. V-1Y,=' THE MUi.:E {ON RATING FOR R€ GU,T ;N STIEF 2 N'; _ LIC: J` tt, ,NG..MU:,I 6L-: LQUA_ OR GL_, fEF` 11 ,tiN kl QUlf`LU t ?R. SSURE .)PT/•INF NSTFP 1. C:.IiA ,I Pd1 1•I! SIGNED.' t78,, 07/2015 MI YINDOWS' AND DOORS = a11tf1ittrt i 650 sNEST MARKET STP.EET GRATZ, PA 17030- 0370 •C,ENp''. wTABLE 0 i t NTS M 1926 - YEP, TICAL 1ULLION 0 6 fir- 83" MULLION SPAN` L C) :.+f .. 4 NC GENERAL NOTES' &TATOFNOTr,7fdFG-„EA. ; AND D= CHART V_ L. 08-01445 A ALLATk,N DET.N s NTS a c 01/11/1.2 OF 3 lj11/tl(tt111< Design : pressure rating (Psr) Units anchored into wood framing! Mullion span(inj ITributary £width (in)::.: 18.13 25.50 3600. 4200 48:00 SZ13. 25.00 130.0 130.0 1300 130:0 130.0 130 0 3Z38 130.0 130:0 127.2 127.0 127.0 127:0' 49.63 120,7 94.3 77.9 73.8 72.1 72,0 62.00 92.4 70.6 56.0 51,5 48,6 474 65.63 86.5 65.8 517 47:3 44.4 43.0 72,00 77.8 58:7 45.6 41.4 38:5 37.0' 84.00 62.1 45:0 33.1 29.1 26:3 24 9 Design` pressure rating.(pso Units anchored into masonry/concrete:: Mullion span (in) Tributarywidth (in) 18.13 2&50 36.00 4200 48.00- 5Z13 25.00 130.0 130 0 130.0 130.0 130.0: 130.0 3Z38 - 130,0 130.0 130.0 130 0 130.0 130.0 49.63 130.0 130,0 130.0 130,0 130.0. 130.0 6Z00 130.0 115.4 87.8 79.3 73 9-- 71.5 65.63 130,0 96.6 - 72.9 65.5 60.5 - 58.2 72.00 99.3 72.4 - 54.0 48.1 44.0 42.0. 84,00 62.1 45.0 33 1 29.1 26.3 24 9 SIGNED: 08,107/2015 M650 °fINIJOWESTMgRKETS DSDRORS EET 4 titiglttto', fGRATZ, PA 17030-0370 M 1926 - VERTICAL MULLION ti*+jg! t1t 00 MULL{UN JI'AN ( -- CONFIGURATIONS AND DP CHARTS. to ELARGEANDSMALLMISSILEIMPACT, LEVEL D, WIND ZON3' 4r v.. w, nc. Rtv r ` CORtO ti DIMENSIONSINCHARTAREFRAMEDIMENSIONSANDDONOTr/ + + I - INCLUDEFLANGE V.L. 08-01445 AIYAr«1'` NTS 01/f1/7.2 "F''2 OF 3 ltitifpl{til4 I , . ' _ .