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HomeMy WebLinkAbout140 Monroe View Tr_ I `r' OF Building & Fire Prevention Division �� a PERMIT APPLICATION SkNFORR.,APR 3 Q 2018 Application No: �" J—Z) Documented Construction Value: $ 10394.00 Job Address: 140 Monroe View Trail Historic District: Yes❑No❑ Parcel ID: 23-19-30-502-0000-0560 Residential Commercial[] Type of Work: New❑ Addition❑ Alteration Repair❑ Demo❑ Change of Use[] Move❑ Description of Work: Replace 11 windows size for size Plan Review Contact Person: Phone: 727-637-8400 Tim O'Malley Fax: Title: Email: tim.omalley@expeditepermit.com Property Owner Information Name Jovan Cvetkovski Street: 140 Monroe View Trl City, State Zip: Sanford, FL 32721 Name The Home Depot Street: 9208 Florida Palm Drive City, State Zip: Tampa, FL 33619 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-488-3773 Resident of property? : Contractor Information Phone: 727-637-8400 Fax: State License No.: CRC046858 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be f6und in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I?, 2____ �/z�? Signature of Contractor/.6 Date b-d .- (—)r Prt Conractor/A ZICS-N4;ne Q,,'g'r,a'ture"I.fNotar,y-State of Florida Date " ° CHRISTINE R. O'MALLEY s MY COMMISSION # 00163512 'A• 9•:pw Bonded JJa�nuary 29, 2022 ••',�QR fL?e`•,, fin ded Tiiru Notary Pubk t111d81Y1 1" Con rac or gent is ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: �-;F '-C,, 2%- % Revised: January 1, 2018 Permit Application \\ ,n,,.. � 111111111111 Illli Iliil lull iIIII II11 IiII GRANT CIALOYr SEMINOLE COUNTY C:I._ER'i, W:' CIRCUIT COURT & COMPTROLLER This instrument Prepared By: BY, 9118 Ps 739 (1F'9s ) The,Home Depot CLERK'S T 2018046022 9208 Florida Palm Dr. RECORDED 04/27/2018 11:39:52 All Tampa, Fl. 33619 RE0.IRDING FEES $10.00 NOTICE OF COMMENCEMENT RECORDED BY hdevore Permit No. Tax Folio No. 23-1 • 30-� a�Q ad . �,�Q v State of Flori�`��`� County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: (' t. D c ipti n of pro rt : (legal description of property, and street address if available) �� 2. General description of improvement: W 3. Owner information \ (� c (a) Name and address: �Y � h -� Q-i-`Lt1�lJ `� 1 � q17 \ ` oSy\."-e— VQ'e-w Tc� (b) interest in properly: O -v`- — - 3a .7� / (c) Name and address of fee simple titleholder (if other than owner): 4. Contractor (a) Name and address: The Home Depot, 9208 Florida Palm Drive, Tampa, Fl, 33619 CERTIFIED COPY GRANT MIALOY (b) Phone number: 913-626-7548 CLERK OF T14E CIRCUIT COURT 3� 5 Surety AND corr:PTRt�l.i.r� (a) Name and address: N/A w6cle '19'l, F A(b) Amount of bond(c) Phone number: SY P 'Y " ERK 6. Lender . � �-._.._ (a) Name and address: , N/A Date (b) Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents tray be served as provided by Section 713.13(1)(a)7., Florida Statutes: (it) Name and address: N/A (b) Phone number: _ 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and address: (b) Phone number: 9. Expiration date of notice of commencement (the expiration date is I year from the 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 COM NCEMENT MUST BF, RECORDED AND POSTED ON THE 10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND T TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK7RRDING; YOU OTIC OF COMMENCEMENT. r re of Owner or Owner's Authorized (>f cer/Director /Manager ��,,��,,�� Signatory's Tille/Office_�_-- _ T(te ►wegoing instrument w is acknowledged More ntc this, day of � by d v Ck C\r C.trz O rn�F�/(mmc of tx.rson) as Wt - `` (tylw of authority, e.g. officer,LE'ii uc() for (name of party on behalf of whom instntmew was ezccutedl. Signature of Notary huh i • - State of Florida Personally known .-_p6roduced Identification ---ANll--- L— Verification Pnrinanl to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the 8tcts stated in it crc rue to the best J + y knot ledge and) Si tore of Natural Person Signing (in Lincll Q) Above Revistd2/IS/l7 OSWALD SZOLj,O$I \/ \' NOTARY PUBLIC / G 14 GN ho STATE OF FLORIDA Carttrt# FF971017 r_ 4)Explres 3/14/2020 LIMITED POWER OF ATTORNEY I, Boysie Ramdial (Name of Home Depot Qualifier), license # CRC046858, hereinafter referred to as the "License Holder," the qualifying agent of The Home Depot, hereby appoint the following persons as Attorney -in -Fact of the License Holder/The Home Depot, who shall act as my agent with respect to only the following matters (a) signing and submitting buildig permit applications, (b) obtaining building permits, and (c) obtaining the certificate of occupancy from :SGm (pertinent city/county/state) on behalf of the License Holder/The Home Depot: Brian Kirby Aaron Hallich LICENSE HOLDER: Sign: " Print Name: Boysie Ramdial Date: Ll b-(dl -P Title: Regional Compliance Manager Company Name: Home Depot USA Mailing Address: 1216 Isben Ave Orlando, FI 32809 Telephone No.: 404-593-4879 Fax No.: State of: Florida County of: Orange Tim O'Malley David Weed Erick DeDios Christine O'Mallev --;:6v0�"V\ ( v_ \3 1-'y 1`l� rr\�e. U,C„STc I Zia required): Sign: , Print N Date: U /a- rk-11 "P Sign: 4k 7� Print Name: Ambey- 'iW✓r'Io1V) Date: / , C %I jo This Limited Power of Attorney is non -durable, meaning it ceases effectiveness if the principal becomes incapacitated. If I have designated more than one agent, the agents are permitted to act separately. ( ) This power of attorney and authorization shall expire on (X) This power of attorney and authorization shall continue in full force and effect until I deliver to you a letter revoking the power or a new Limited Power of Attorney form replacing any previous authorization. The foregoing instrument was acknowledged before me this day of t, 20 lS, by Boysie Ranidial , the Qualifler of The Home Depot , a corporation, on behalf of the corporation. /% v Notary Public 1 Commission Expires: s�pV P: CHRIS71NE FL O'MALLEY MY COMMISSION # GG 163512 EXPIRES: January 29, 2022 Bonded TIru No Pubk Underwriters updated 31912017 SGR/15641978.1 Home Depot Contractor License Numbers: FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name and Registration Number: Thomas Basciano : Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. Customer Information: Jovan Cvetkovsky Tampa I1-5WHCZ29 First Name Last Name Branch Name Lead # 140 Monroe view trail Deland FL 32721 Customer Address City State Zip r7) 488-3773 IF Home Phone# Work Phone# Cell Phone# NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 9208 Florida Palm Drive Tampa FL 33619 Address City State Zip or Email customercancellationsouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE. —CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN(BtLCIW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AN RI EN NOTICE OF OUR lqldHT TO CANCEL. x 04/18/2018 Date FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work lob #: (internal Reference) Products: Spec Sheet(s) #: Project Amount Roofing Siding ✓ Windows Insulation 1-5WHCZ29 Gutters / Covers Entry Doors 1-5WHCZ29 $10394.22 Roofing Siding Windows Insulation Gutters / Covers Entry Doors $ Roofing Siding Windows Insulation $ Gutters / Covers Entry Doors Roofing Siding Windows Insulation $ Gutters / Covers Entry Doors SubTotal $10394.22 Sales Tax $0.00 Total Contract $10394.22 Amount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: ntagePointe 6500-6100-6060 Warranty Warranty Name(s): 3 RECORD COPY �s +tsa`City of Sanford Building and Fire Prevention Product Approval S ' ication Form Permit # # 1 8- 2 D 1 2 Project Location Address I q Q( ��\l DIA SANFORD �E Fpq �� As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging SANFORD BUILDING MOON Sliding DE COMPLIANCE A PERMIT ISSUED SHALL E E CONSTRUED TO BE A Sectional AUTHORITY TO VIOLATE ANCEL ALTER OR SET Roll Up PLANS EXAMINER ASIDE ANY OF THE PROVISI NS OF THE TECHNICAL Automatic THE BUILDING OFFI IA FROM THEREAFTER....... Other UAlt REQUIRING A CORRECTIOP I OF ERRORS IN PLANS, 2. Windows CONSTRUCTION OR VIO kfI0113 OF THIS CODE Single Hun Horizontal Slider Casement Double Hung S1/ Fixed <e /00 ► . r Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 v n' Q' r H E ` F� i ii-,t a. craOZONE ......+.r A AS 7a �x i �� • Ri d lip F'a K WINDOW SPECIFICATION SHEET - Spec. Sheet#: 1-5WHCZ29 Sheet: 1 of 2 Customer: Jovan Cvetkovsky Job #: 1-5WHCZ29 Consultant: Thomas Basciano Date: 04/18/2018 New Window Hinge Locations Existing Window Measurements Grids Product Options Labor Options From outside, Left to Right Bays, Bows Location Color Rough Opening # of bars # of bars Csmnts, 1 Pnl, use L, R or S Glass Misc Items Hardware Code Screens For doors use m Mull "S" =stationary or o r E d m m N N "X„ = operating w Style Wraps m �' v .� r co o o m o d o` o d o Room Floor Code (YIN) Style Code Series Code w 3 = t- of c� a > x > _ MULL, STD, LSR 1 LIV 1st DH N C DH 6100 WH WH 36.00 70.00 106 F , WH,W C ALL 2 2 ALL 2 2 GlassPack : GBG H Standard MULL, STD, LSR 2 LIV 1st DH N C DH 6100 WH H 36.00 70.00 106 F , WH,W ALL 2 2 ALL 2 2 GlassPack GBG H Standard STD, GlassPack: LSR 3 LIV 1st DH N C DH 6100 WH WH 36.00 70.00 106 F , WH,W C ALL 2 2 ALL 2 2 Standard GBG H STD, GlassPack : LSR 4 LIV 1st TDH N C TDH 6100 WH H 72.00 71.00 143 F , WH,W C ALL 2 2 ALL 2 2 Standard GBG H STD, GlassPack: LSR 5 DINE 1st TDH N C TDH 6100 WH WH 72.00 71.00 143 F , WH,W C ALL 2 2 ALL 2 2 Standard GBG H STD, GlassPack: LSR 6 MBED 1st DH N C DH 6100 WH WH 36.00 62.00 98 Standard STD, GlassPack : LSR MBED 1st DH N C DH 6100 WH WH 36.00 62.00 98 Standard MULL, STD, TMP : LSR 8 MBAT 1st DH N C DH 6100 WH WH 51.00 36.00 87 Full, GlassPack H ' Standard Wrap Color Interior Casing Type Bay or Bow window: Seatboard material (vinyl only -Birch or Oak) Bay Project Angle (30 or 45) Bay Flanker Type (DH, SH, or Csmnt) Top of window to soffit (inches) It tied to soffit, color of soffit material Construct Roof (Yes or No)' Garden Window. eatboard Material (vinyl only -White Pionite, Birch or Oak) SPECIAL CONSIDERATIONS: 1 have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the following page WINDOW SPECIFICATION SHEET - Spec. Sheet #: 1-5WHCZ29 Sheet: 2 of 2 Customer: Jovan Cvetkovsky Job #: 1-5WHCZ29 Consultant: Thomas Basciano Date: 04/18/2018 New Window Existing Window Measurements Grids Product Options Labor Options Hinge Locations From outside, Left to Right LU t Location Style Code Wraps (Y/N) Style Code Series Code Color Rough Opening m m a c7 r vi o U a # of bars # of bars Glass Hardware Screens Mull Misc Items Code Bays, Bows Csmnts, 1 Pnl, use L. R or S Room Floor o .� = o w L a 3 :E g' i u _i .r > m N m m .� N For doors use "S" = stationary or „X„ = operating 9 MBAT H 1st HR N HR 6100 WH WH 51.00 25.00 76 Glass Pack : Standard LSR 10 BED1 1st DH N C DH 6100 WH WH 36.00 61.00 97 STD, Glass Pack : Standard LSR 11 BED2 1st DH N C DH 6100 WH WH 36.00 61.00 97 STD, GlassPack : Standard LSR SPECIAL CONSIDERATIONS: Wrap Color Interior Casing Type Bay or Bow window: Seatboard material (vinyl only -Birch or Oak) Bay Project Angle (30 or 45) Bay Flanker Type (DH, SH, or Csmnt) Top of window to soffit (inches) If tied to soffit, color of soffit material I have reviewed and agree with all the job specifications above and the Special Terms and Conditions on the following page Construct Roof (Yes or No) ' Garden Window: Seatboard Material (vinyl only -White Pionite, Birch or Oak) i c z. x R A �nkl A �. a�� j':.c�'a s fie,,., ` tea. �• ..s 141114e BCIS Hcme ; Log In User Registration ? Hot Topics ., Submit Surcharge Stats & Facts Publications FBC Staff. BCIS Site Map Links I Search P t r Ia (, ),P Approval .USER:ER: pub public User rnd-:::c Annr:,)Va` Pte•rn, > Prtiet, t or Anpira..un S . arch > Ar l:-tian t. si: > Application Detail FL5167-R26 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Aoprovals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 432' 9 (614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) standard Year AAM.A 450 2010 AAMA/WDMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I,S.2 A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F15167 R26 Eauiv EvalReoo-t.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 48x80 (+/-30 PSF), 53x71 (+/-35 PSF, 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+/-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) 5167.10 i43-.17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) . .._.. _. 5167.1 43-35 (Two -Step Sill) Limits 91 Use ved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF) 5167.12 1 43-35 (Two -Step SIII) and 43-50 I (Three -Step Sill) — __....... _...-__— _ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 73x111 ......... ......... ... .._...__-f__..........._...-..__..... __ ..._..... _._.._ 5167.13 43-40 and 43-45 i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A FL5167 R26 C CAC 43-17 DH (Fin) 44x63 R PG35 (e)(t.).pdf 1�5167 R26 C CAC 43-17 DH fFin) 48x80 ftPG30 (ext) odf FL5167 R26 C CAC 43-17 DH _(Fin) 48xRO R35.Ddf E 5167 R26 C CAC 43 17 DH (Finless) 3604 R50 odf Fi 5167 R26 C CAC 43-17 DH (Finless) 48x8O R35.odf FL5167 R26 C AC 43-17 DH 32x62 R50.odf FL5167 67 R26 C GAG 43-17 DH 36x63 R PG45.pdf FL5167 R26 C CAC 43-17 DH 36x72 R30 (extJ odf F' 5167 R26 C CAC 43-17 DH 36x74 R50 (ext.).Ddf FL5167 R26 C CAC 43-17 DH 44x63 R45.pdf FL5167 R26 C CAC 43-17 DH 53x71 R35 (Fin) (xt) odf Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5167 R26 II IN0096 43-17 DH 2X.odf FL5.i67 R26 II IN0254-R6 43-17 DH 1X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FI5167 R26 AF EvalRebort-IN0254-R6.Ddf Created by Independent Third Party: Yes Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin -_--- ----_-----_ ---------- •---------- .._..... .. -- Certification Agency Certificate P S167 R26 C CAC 43-17 DH Twin 72x74 R P(-,45.pdf FL5167 R26 C CAC 43-17 DH Twin 73x63 R PG35,12df FL5167 R26 C CAC 43-17 DH Twin 89x63 R30.odf FL5167 R26 C CAC 43-17 DH Twin 96x80 R PG25.odf Quality Assurance Contract Expiration Date 10/30/2021 Installation Instructions Fi 5167 R26 II `NOOo9 43-17 DH Twin 2X.odf Verified By: American Architectural Manufacturers Association Created by Incependent Third Party: Evaluation Reports Created by Independent Third Party: 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-35 DH 36x72 R30 (Ext l.pdf FL5167 R26 C CAC 43-35 DH 44x63 P2 5 text ).odf FL5167 R26 C CAC 43-35 DH 46x84 R25 ' ext,).Qdf FL5167 R26 C CAC 43-35 DH 48x80 R35 (ext 1 pdf FL5167 R26 C CAC 43-35 DH 52x71 035 (ext.l.odf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL5167 R26 II INO105 43-35 DH 2X ndf FL5167 R26 II IN0568-R3 43-35 DH 1X nrlf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalRedort-IN0568-R3.Ddf Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Twin with Transom j Certification Agency Certificate FI 5167 R2f2 C CAC 43-35 DH Twin w Transom 731' 11 R35 i (ext).odf FL5167 R26 C CAC 43-50 DH AAMA 450 R35 73x111 ext.. df Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL,167 R26 I IN0535 43-35043-50 r)H Twin with Transom 2X.idf Verified By: American Architectural Manufacturers Association f Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: _._....... _ ------------------ ---------- --------- .._-_--_..... _,...._..............- - Reflections 5050, Reflections 5300, 61.00 VantagePointe, PerfeXion Gold Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 4'-40 DH 32x62 R50 odf FL5167 R26 C CAC 43-40 DH 36x63 R45.pdf FLS167 R26 C CAC 43-40 DH 36x72 R30.1)df F1 5167 R26 C CAC 43-40 DH 3604 R50.otlf Other: 36x72 (+/-30 PSF), 52x71 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 ( F,'-45 PSF), 44x63 (+/-45 PSF)., 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.14 43-50 (Three -Step Sill) Limits of se ed for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-SO PSF) FL5167 R26 C CAC 43-40 DH 44x63 R PG45.odf Ft 5167 R26 C CAC 43-40 DH 44x63 R35udf FL5167 R26 C CAC 43-40 DH 48x80 R35,odf FL5167 R26 C CAC 43-40 DH 52x71 R35 odf FL5167 R26 C CAC 43-45 DH 52x71 R35.odf FI 5167 R25 C CAC 43-45 waiver to 43-40 udf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R26 II IN0432b 43-40 43-45 DH 2X.odf FL5167 R26 II IN0434-R6 43-40 43-45 DH 1X Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE Eva1RPrort-IN0434-R6 pdf Created by Independent Third Party: Yes 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-50 DH 32x62 R50 (ext).pdf FLS`67 R26 C CAC 43-50 DH 36x63 R45 (ext).pdf FL5167 R26 C CAC 43-50 DH 36x74 R50 (ext).odf FL5167 R26 C CAC 43-50 DH 44x63 R45 (ext),.odf FL5167 R26 C CAC 43-50 DH 52x71 R35 (extl od` Quality Assurance Contract Expiration Date 01/25/2021 Installation Instructions FL5167 R26 II IN0432 43-SO DH o_2X pdf F1 5167 R2b H IN0569-R3 43-50 DH 1X Wdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R2-6 AE FvalReDort-IN0569-R3•odf Created by Independent Third Party: Yes ____..... . __ 00 5167.15 ? 75-75, 75-09, 07-75, 07-09, 07-10 1 Reflections 5500, Generations, Impressions 9800, 5 and 07 2.0 VantagePointe, PerfeXion Platinum Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+/-35 PSF), 53x8O (+/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.16 [ 75-75, 75-09, 07-75, 07-09, 07-10 i and 07-2.0 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +50/-50 Other: 109x74 (+/-50 PSF) 5167.17 75-75, 75-09, 07-75, 07-09, 07-10 1 and 07-20 Certification Agency Certificate FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20 Waiver,odf FL5167 R26 C CAC 07-10 07-20 to 07-09 Waiver.odf FL5167 R26 "CAC 07-75 DH 48x80 R PG35.ndf Ft5'67 R26 C CAC 07-75 DH 53x74 R PG30.edf FL5167 R26 C CAC 07-75 DH 53x80 R PG40.odf FL5167 R26 C CAC 07-75 wa ver to 07-09 odf FL5167 R26 C CAC 75-75 DH 36x63 R PGSO.odf FI5167 R26 C CAC 75-75 DH 36x74 LC50.odf FL5167 R26 C CAC 75-75 DH =8x80 LC PG25.ndf FL5167 R26 C CAC 75-75 DH 52x71 R PG35d Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R26 II IN011 3 75-75 76-09 07-75 07-09 07-1.0 07- 20 DH 2X.edf FL5167 R26 II P10137-R10 75-75 76-09 07-75 07-09 07-10 ('7-20 DH 1X,odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL51C'7 R26 AE EvalRNoort-IN0132-R10.Ddf I Created by Independent Third Party: Yes Reflections 5500, Generations, impressions 9800, 6500 I VangtagePointe, PerfeXion Platinum Double Hung H-Mulled Triple Certification Agency Certificate FL5167 R26 C CAC 07 09-10-20 and OS-09-ILI-20 j Waiver.udf FL5167 R26 C CAC 07-75 waiver to 07-0g.odf ! FL5167 R26....0 CAC 75-7.5 DH Triple 10904 R PG50.Pc' Quality Assurance Contract Expiration Date 09/13/2021 I Installation Instructions FL5167 R26 11 IN0060 75-75 DH Triple or Twin 2X.odf Verified By: American Architectural Manufacturers Association j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H- Mulled Twin with Transom Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 other: 73x111 'Gla7ing complies with ASTM E 1300-04. Certification Agency Certificate FL51.67 R26 t- CAC- 07-75 waiver I--G 07-09 12df FL5' 67g26 C FAC75-75 nu Twin nr Transom 73y111 R PG 50, od Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R26 II IN0062-R7 75-75 DH Twin ,A, T-ansom.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FI5167 R26 AE EyalRPnort-INO062-R7,odf Created by Independent Third Party: Yes Contact Us:: 2601 Nair Stnne Road, Tallahassee FL 32399 ?hone: 850-487-IS24 The State of Florida is an AA/EEO employer. Com^iQht 2(1 State of Florida.:' Privacy Statement :: Accessibility 5t2tement :: Refu td Statement Urder Florida law, email addresses are public records. 1. you do rot want your e-mail address released in response to a public -records re(uest, do not send electronic mail to this entity. Inst=-ad, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to Section 455.2JS(1), Florica Statutes, effective October 1, 20, 2, 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 smith an email address vvhich can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval A�cyceepts: MODEL DESIGNATION: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMIRAL SIZE: See Size Chart DESIGN PRFSSIIRE RATING' See Size Chart USABLE CONFIGURATIONS:- X X L_ENERAL OESCRIP-ION: The head, sill, and side jambs ore extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070°. SIZE CHART OVERALL SIZE RATING 'MOTH "W" HEIGHTDP ,. „ 46 84 _. ±25 PSF 44" 63" 36" 72" t30 PSE 48 SD ±35 PSF 52" 71" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONEi� �— 2X BUCK : ` CAULK ��'-- SILICONE CAULK 1/4" MAX. SHIM REVISIONS: IPOATED SIZE PER TEST REPORT #UW24.01. DATE: 3 [ADDED MIN. EDGE DISTMIGE NOTE I GJM 1 6/16/15 4 IADDED NOTES T2 & 13 —AAMA 800. LM4 11/Og /1i 1 HEAD 1 _ 2X BUCK 1/4" MAX. SHIM SILICONE CAULK Ija X 2 112" MIN. WOOD --_ — SCREW WITH 1_50" MIN. SILICONE ... ............ EMBEDMENT INTO WOOD CAULK / MIN. EDGE DIST., SEE NOTES. 2X BUCK J—� 1 SILL _ X. SHIM 1 JAMB NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Mininturn Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must lie caulked. interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or ether safety requirements rests solely with the architect, building owner, or contractor. S. Shims are optional. Max. shim stack is 1; 4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing .should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must he at least 3/4" from the edge of the wood. 10. Installation screws may he placed in the interior or exterior track of the jamh. Screws should be flush with the vinyl. 11 . Glazing shall comply with ASTM E 1300. 12.Use 100% pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface Is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.. For more details visit Simonton.com. 13.Caulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulkjoint should he a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should he forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. the le STA moat This sit p, p i the Property of Simonton Mn bJeCt, whtch retains - ent Is and other rights a its subject matter. Trdi document is pro to to the recipient on the in eh.aed ant nt that it is not to 6e disclosed, reproduced r whole a part. n used d conNnMion .,an the design, m nulind a reithout goods is, on This other than Simonton Wit in' pifhout its rights to This es—ti does not limit the eciplent ,igh is to prrIIoperty inlormatian cantered in this doa.mea..,mmh I. properly aotomea from -other soar - Dimensional loleranaes SIMONTONe {)mess etherw's Saer:i'ed °" ' ° " ' 1 1.'.1uh,nnt A— In, � PcnnWaro. n�' +odt5 Decimals Angles CALF: EE T. A .X t .03 FIT 1 of 1 Ax i .01 D' 30 in. SERIES. .xxx t .005 43-35 DOUBLE MODEL DESIGNATION: Sin nton Double Hung Series 43-35 Vinyi Window MAXIMUM OVEf�1,TUl N(1MINAI SIZE: Sae Size Chart DESIGN PRESSURE RATING:_ See Size Chart USABLE CONFIGURATIONS �N5RA4.QESCRIFTION: Gi X X The head, sili, urid side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142". 0 1 � i a i •i aDTH -"W' MAX. OVERALL FRAME TABIE 1: INSTALLATION FASTENERS TABLE SIZE CHART OVERALL SIZE DP RATING WIOTH HEIGHT 44" 63" +25 PSF 36" 72" t30 PSF 48" 8D" ±35 PSF 52" 71' ID SUBSTRATE TYPE ANCHOR TYPE MIN EMBED MIN EDGE DISTANCE A CONCRETE (2 KSI MW.) 3/16' ITW TAPCON i-1(2° _ 1-1/8" HOLLOW OR GROUT-FlLLF.D CMU 117 PCF rAIN ` 3/Ifni- ITW TAPCON 1 2" C IX:IN. SOUTRERN PINE WOOD G055 3/i6" I_ -CON 1-3/8" - 7/8' D 2% t11N. S 117HERN PINE WOOD G=0.55 �10 WUOU SCREW 1-3/8" 7/8" E 16 GAUG O.OEO) MIN. STEEL 1U-18 1-1 TEKS FULL THREAD t/L' STUDS 33KSI YIELD MIN. -1/9 SELF-DRILLNG SCREW —.___ F ALUA7. 6%3-TS MIN. R 1 B' STEEL 36 KSI MIN. 10 G SELF -TAPPING ORILUNG SCREW' FULL THREAD 1/2' B: I REN90N5: �v`�eti41L'RF_St�rrrr}r li/07/20i7 LUCAS A. TUaNER, P.E. t A[sJED EDGE p51. r+arC r v,CE.'l,yE,.• FL PF. i `B7.D1 .,?c `yr rile' S`2L1 '• �" TURNER ENGINEERING & , aroEo1Es tT a +e - AANA so. 2 . N Lucas -v CONSULTING, INC. 3 ADDED MULnPLE 9JDSTATES turner . AJE R 29779) — I' 2017-11-08 "p'. 6TATE Of JABARA AVE. 1841 ! 15:00 % CY •, • % i ^ NORTH PORT, FL H. 3427 741 p941-3d0-1S74 . ____t___.— SILICONE CAULK (EXl'. PERIMETER) SEE NOTES 17 & 18V SUBSTRATES BY OTHERS MIN. EMBED. SEE TABLE 1 1/4" MAX. SHIMLICONE CAULK NT. PERIMETER) EE NOTES 17 & 18 SILICONE CAULK (INSEET. MPUTERIEMET S 17ER) 1 & 18 INSTALLATION FASTENERS 61/4-X. SHIM SEE TABLE I1/4" MAX SHIM MIN. EDGE DIST.SEE TABLE 1 �- SILICONE CAULK SEE NOTES 17 & 18 SILICONE CAULK _ / SLICCNE CAULK SEE NOTES 17 & 18 ­ SUBSTRATES BY OTHERS SUBSTRATES, ""' (EXT. PERIMETER) BY OTHERS SEE NOTES ':7 & 18 /jl 5LIL 1 JAIAB NOTES: 1. This installation has been evaluated for use in locations adhering to the FWrida Building Code outside the HVHZ; and vmere pressure requirements as determined by ASCE 7 pAinimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein. 2. Ail interior and exterior perimeter tiulf-cs of the wirdwi must be rauhed. 7. Aa : ,or type, al., spacing: embedment, and edge distance shall be as spoeffled In these_ dr-riga. Use aTifxgAia`.e anchurade from 'Table 1 oc xxdinT to substrate type. A minimum center -to -canter spacing of 3' shall he maintained bebvean all masonry fasteners in any dhectioll. and 1" minimum center-ta-centar spacing for all other fasteners!substrattes. 4. Anchor embedment to substrate snail be beyond wall dressing or stucco. Fotmasonry openings with Wood bucks less than 1-17T' nick, embedment shall W beyond word becks. b used, and into m..enry Sab.Vale.. Wood becks WIG m.a-/ are optional. G. Wood o' mac peNng.,, bucks and -1, fasteners by uths hall.. I > f 'h; d x .xf c,ldinatall-dto trnsfer wind loads to the st,ucture. A. The responslUTlly for selection of 5 manton products to meet y atplirabk, local law•.., h ildi J codes dI - x othpr Safety I. ements ,.is solely with the architect b ildIng contractor 7. Shims ore requited where gaps of greener linen Vt6" exist between opening and snMax. ree. shim sta:;k Is 114'. Shone shDll ha la'.ld-beating and capahle ct transferring leads to tlm suLlstrnte. 8. When used in areas requiring imp.:t ttrutactrn; tots product REQUIRES the use of aplr cd ,m[p t -isI shutter, nr other external Ixoteenon. B. Soalirg and flashing by others should be applied using the ASTM E 2112 methodology appraprlate for the openng Into which tfa Fr Kfuct Is being installed- Ovenil water penetration resistance of the installer product is no; addressed in this drawing and is the responsibility of ati rs. 1U. Clavng shall comply with ASTM E 13M 11. All fasteners penetrating Into pressure treated woad shall be capable of preventing corrosion due to reaction wih pressure treatment dleollcals. Any diss6n0ai materlais that canoe Into rolltart shall be protected to prevent reactions In aecardance with code requi-ams. 12. A wind load c l-flon factor Cd = 1.6 was used for the.nelysls of wood as only. 13. Products shall be constructed as spocitied in test reports ATI-L%470 U1-109-47. ATI-66472A1-109-47 and ATI-BB473.01-109-17. 14. Use 100 % pure sibrone caulk compliant with AMAA 1108 Ssetlon 5 - Sealant Sp ecificatlans for use with Architectural Fenestration Products. Make sure surfaces are completely free from all eat cauk. damaged wood, wood fibers, grease, oil did, rust. mold or sMilar conlaminanls. Vacuum and :lean cpenng surfaces completely. A fully primed surface is recarmretxled, but not required. Cleaning of all surfaces slI be dories the same day of which the silk-ne cattk Is to ny,.tlled. For more details visit Simonton. can. 15.Cauik application: recommended air and surface temperatures at the time of application are to be behveen 40 and 90 degrees F. Insure all contact surfaces are clear, and dry lsludillg the paw v✓indow(s). Use a backer rod on all Joints .3:A' deep and,., wkiar than I,A". Finished caulk joint should be a mirdmunt of 3l8' deep and make full contact with tam IN'. r,,, window and structural opening surfaces. Silicone a utk should be forced I,,[. joint or compressed to assure full Dartacl an both surfaces aid to expel ally ;.'If fxxdtats, BISr±OSIRE STATE_M 'N T' NM-S�I�NI` SIMONTON' illdocument is It,e prop ty of Shonton Windows, which Dimenslond Toleronces , retains all proprietary end other rights to Its s.b)ect matter. �c�tgg _,__._ t Iggy Din rw ,• 5pc`tl I Cnc'ua:n• rvnrx This document is '.video to the «dpient on the expressed ALL Y & i MPER: naitlon )hot it Is not to ba dsdosed. «prods i whole or paYn�Wm, A•V 26413 part, nor used in conjunction with The design, marifgon '---- D�fmals Angles SCALE: HEEi: repair of goods for anyone other than Smoalon K�o s without its consent This restriction does not Ian;t the AIRFACF. MEA: P)`RINETE X t .03 FIT 1 of I recipient, ngnL to ."lire information c `owlet n cols .XX f .01 0' 30 minSERIES: tlDcuntmi which i5 Dropedy abtaned irwn (pother Source. F1MSN A _N .Xxx 3 ,005 43-35 DOUE 1X BUCK INSTALLATON MODEL DESIGNATION: Simonton Double Hung Series 43-50 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 2E:SIGN PRESSURE RATING See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION;- The head, sill, and side iambs are extruded PVC. The wall thickness through which the onc,hor screw penetrates is a minimum of 0.070". SIZE CHART OVERALL SIZE DP RATING HEIGHT "H:, 71" ±35 PSF 63" ±45 PSF 63" 62" ±50 PSF 74" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE _ \��= 2X BUCK CAULK ---SILICONE CAULK 1/4" MAX. SHIM REVISIONS: DATE: hl dADDEO NOTE 11,PER NEW TESTING. T.D D. 01/10/12 j P7 ADDED WI,L EDGE DIST. NOTE, D.J.S. O'0/17/15 P.ADDED NOTES 13 & 14 - AAMA 900. LMN it/13/17 1 HEAD SILICONE CAULK 2X BUCK I ..1/4" MAX. SHIM I ... 1/4' MAX. SHIM #8 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN._ SILICONE CAULK EMBEDMENT INTO WOOD __.... ._._-. MIN. EDGE DIST., SEE NOTES SILICONE _ f' CAULK �' 2X BUCK — SILICONE CAULK l) IAMB / 1� "ILL. --'---- NOTES: 1. This installation lids been evainated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All Interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be as specified and spaced as shown. Anchor embedment in base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building cores, otdinances, or other safety requirements rests solely with the architect, building owner, or contractor. S. Shims are optional. Max. shim stack is 1 /4". 6. Wood bucks (by others) must be engineered and anchored pr operN to transfer loads to the structure. 7. Screws should be a nilnimurn of 3/4" from the e,dye of the wood. 8. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shuaers or other external protection. 9. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. 10 Installation screws must be at least 3/4" from the edge of the wood.. 11. Glazing shall comply with ASTM E 1300. 12. Use I OOX pure silicone caulk compliant with AAMA 808 Section 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simonton.com. 1 3.Caulk application: recommended air and surface temperature_'s at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use abacker rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening Surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. D.LSL'LO:r BE-5IATJAEtI HI_w",�: SIMONTON' e�B�:,,r This document is the property of Sim tan Windows. which MS FAYISFI: Dimoneione`'. Tolerances ORA" Weirs oil proprietory end other rights to its wbiect mutter. Unless Othn-ko, S—Mod ` Tp This d—ent is prodded to the recipient o, the esprassed ALLOY A TEMPER: I l:e:}u':tot At'C,:;t CRECHE ondition that It is not to be disclosed, r e o,,duced in whole w Pt�.nn4,—,\\l 2,AlS rgrq nor used id conjunction with the Simkcture or OHiClcimnls Angles ......._ rtpoir df goods for onyone other then Sirrmonuonton Windows : VOECT[I : SCALE: SHEET: APPR I wfindot its consent. This —Witti- does not limit the URFACE AREA: M R: .% i .03 FIT 1 of 1 ecipient's rights to ,till a inf—tion contgined in this AX .} OI 0' 30 ,in SERIES dent whlch is properly ubloined from another source..X%X 2 .005 43-50 DOUBLE HUNG MODEL DESIGNATION: Simonton Double Hung Series 43-50 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE; See Size Chart DESIGN PRFSS URF RATING.- See Size Chart j15ABLE CONFIGURATIONS: X x G N RA_E_ �_A h_DESCRTMIN: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a rninimurn of 0.142". SIZE CHART OVERAELE RATING WIDTHTTDP " 52" 36" 71" 63" — ±35 PST f 45 PSF 1 44" 63" 36" 74" i ±.50 PSF NFFi TARIF ID _SUBSTRATE TYPE ANCHOR TYPE MiN. EMBED DISTANCE �. A CONCRETE (2 KSi MIN.) 3/16 I7W TAPCON 1_-1/2" 1 1/5, IOL of G •O T- 1L cuMU i • 2" B 3/16_ITW TAPCON 177 PF SOUTHEMIN.) C 2X h11N. IN FINE WOOD 3/16" iTW' TAPCON 1-3/8" 7/6' G=0 55 D 2% AAN SWTHERN PINE WOOb #10 WOOU SCREW 1-3/8" 7/8" E 16 GAUGE O.O6U —)MIN STEEL 10-i6 ITW TEKS FULL THREAD 1/2" STUD 33KSI 'HELD MIN. _ SE'tF--DRILLING SCREW .._ __ ......._ F t 6' ALUM. 6063 -T5 MIN. oR jJ70 GRADE 6sELF-TAPPING FULL THREAD 1 6" STEEL 36 K.SI MIN. _ NRILUNG SCREW l JRE iti 07 1 2 / / �iy't, LUCAS A. TURNER. P.E. 3i^' FL PE # 58201 TURNER ENGINEERING & :tic s32i'. Lucas Turncf CONSULTING, INC. 20 i 7-11-0t3 v' (COA N 29779) , 18'42+14:00 1239 JABARA AVE. NORTH PORT, FL 34299 '✓"'rF'': DH•, L°h• : xiti� •r`e�� PH. 941-380-1574 t<r�A 45 t `tyF.. SUBSTRATE BY OTHERS SILICONE CAULK ERQErEFT SEE NOTES 17 & 18 I SI'JCANE CAULK (INT. PERIMETER) 1 /4" MAX. SHIM '>- SEE NOTES 17 & 18 (T� HEAD _- MAX. SHIM - SILICONE CAULK SEE. NOTES 17 & 7D SILICONE CAULK j/ SEE NOTES 17 & 18 SU2STRATES BY OTHERS REy151UN5: AC.rw M n. naGE wsT- N."r. A O N.11 IT & le - —A too ACJE6 MULT6'�LE SpliTA1ES MIN, EMBED. SEE TABLE t SILICONE CAULK SUBSTRATE (INT. PERIMETER) BY OTHERS � SEE NOTES 17 & iB �-1/4" MAX. SHIM INSTALLATION FASTENER SEE TABLE 1 MIN EDGE Dist, \ SLIGONE CAULK SEE TASTE 1 111--- (EXT. PERIMETER) SEE NOTES 17 & 18 1 SILL fit JAMB }----- - v NOTES 1. This installation ha.s been evaluated frr use In Irr'ations ndhcring [o the FNxida 5ulkf Ing Code o!ttside the HVH2, and "A1are Ixessu:e reryulr xnents as determined by ASCE 7 Mi:*ru',n Daslgn Lo:.tds AM1r Buildings anC O[ner S[nJCNreh Or not exceed ttnc design pressure rtitng.: nerem_ 2. All interior enc exh,. i perimeter surfaces df tlec window mus: be cauW:ed. 3. Anchor type, size, sparring, embedment, and edge distancr, shall be as specified in these drawings. Use appepnote wTrrxxago from Table I acotxdirxl b1 substrata tyi1. Amin i!nutn center -to -crater spar_tng of 3' shall be nnaintainadl behweren ail ar inry fasteners In any dir-ton. and f" minjmlJm OP.!tter-IO-CfrltGr Spacing for all other fastenersisuL+stretes. 4. Ancnor embedment to substrate shall be beyond wall dressing or st-cr. For 1na3onry openings with wood bucks less than t� 112" [nick, emaedr!lant shall be beyond woad bucks. R uzcd, and into onry substraate. Wood pucks :Wth m:.>tu,ry are,)f,tlunal. ;. Wood of masonry npe!u xT:- bucks, and buck fosterers, by othersall be properly d-ignad .,,,a ir,tlad to t a sfer wind loads to the atnuctlrc. 6. The responsibil lty for soled on of Simonton products to meet a.ny a?plicable local laws ht 1;f J code,:, ordinances or other safety require. rants rests solelywith the arenii building o"mer. or ontractrr. 7. Stnims are required where gap= of greater titan 1/16" exist between open, no frame. Max. Shinn Stack IS 1/4". Shims shall Ire lu,d-li and capable of transferring loads to the substrate. 8. lNhen used is areas requiring impact proteo!bn, this product REQUIRES the use of approved impact resistant shulte nr orther external protaotion. D. Searing a" flashing by others should be appii_d using the AS III E 2112 matirodology appropriate for the opening Into which t11e product Is being installed. Over,fi vratei pane -ration reslsance of the installed_prodn0 is not addressed in this drawing and is the responsibility of,'firers. 10. Glazing shall comply mth .ASTIA E'1300. I I. All fasteners penetrating into pressure treated -rend shall be cap.— of preventing cnrrnr,,n due to reaction e,th pressure treatment e.hon4,.-.,I,. Any disS6nila, Inatchts That dome Into contact Shall be protected to prevent reactions in-dardan:e with code requirements. 12. A wind toad duratlan factor Cd = 1.6 was used tw'the analysis of "rood scrawl anly. 13. Products shall be c—k-ted as specified in test reports ATI-B6468.01-109,17.0. and ATI-86469.01-119-17.ri. 14. Use 100% pure silicone rauik compliant with A.AMA 8C8 SIP,:,tlon 5 - Sealant Sp.-Ifio dons far ns>_ With Architectural Fa:'n Shwan Products. Make sure surFxvs are ue!npietely free from all old caulk, damaged ivlid, woad fibers; grease. oil dirt, rust. mold or similar con:aminants. Vac arm a d clean opening Su-f:xes completely. A fully primed s rdece is recommended, aut not required. Cleaning of all Surfaces should be done the Some day of Which the silicone Cook IS to applied. For more details visit 5 : tat con . 7 ,(oar Ik application: reca•Imended air and surtace ternsr:r.1"I's at tine of application are he be betwec n 40 and 90 degrees -e_. F. in all canfact surfaces are clean and try ark !' the no. aindna;s). Use a backer rod on .11 joint. >3!4 deep andinr w der Than IM". Finished ca i k joint should be a adnlml reof NS" deep and make full cents. with boh the ne-wrt doa and Structural ral .r—ing surfaces. Silicone caulk should be forced Into joint or crrnpressed to aasure full contact an Uotln —Tr—and to expel any mr pockets. ]ISCI OSUeE STATEME NS NMSLFINISf! `,] MO'V TON" Thl, dace L is the prop ty of Smanton Windows. wh ch Dimmer m Tolerance. retohs oil propneto.y and other lights tots abject mecca: M"care rdui Unless C ryrlsc_Sp.gci Th.5 document I. provaea to the _i'snt on die expressed ALL Y� & 4E., le. . bon thek t 's hat to be dsdased. reproduced in whole o part, nor used i cm}"ncbon -in, the design, manlf.cture . -'— ,.L, Beclmals Angles t----r reparc of good. for onyons other thou Simonton W dows SCALE: HEFT: wuhoul ire cansmt. This restriction does not Itmit the SURFACE AREA: M .% t .03 FIT I of I ectpicnts rights to utaize int>rmodon containea w this .Xx ± .of Cr 30 mfn. SEPoES: document Which is propery .Mained from another source. o r u ., _ .xXY, t .005 43-SO DOUL 1X BUCK INSTALLATION \ A� vS7. V N e Vv s BCIS Home ;. Log In User Regis�-ahon Hot Topir�, Submit Surcharge Stats & Facts Publ€ca_lons FBC Staff ! `aBCIS Site Map Links I Search ' ,Product Approval USER: Public User �rnr, x:f nn��le:m > Pv iuc: a oi'�1.c > Ao E ;n ti*t > Application Detail FL z FL5167-R26 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 Simonton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 43219 (614) 532-3596 Iuanne.harris@sirnonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address"Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (cf Standard) Standard Year AAMA 450 2010 AAMA/W%DMA/CSA 101/I.S.2 A440 2005 AAMA/WDMA/CSA 101/I.S.2 A440 2008 Equivalence of Prcduct Standards Certified By Florida Licensed Professional Engineer or Architect FL5167 R26 Fauiv EyalReoort.adf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 36x72 (+/-30 PSF), 46x60 (+/-30 PSF), 53x71 (+/-35 PSF, 44x63 (+/-35 PSF), 48x80 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 PSF), 26x76 (+.,,-50 PSF) & 36x74 (+/-50 PSF), 32x62 (+/-50 PSF) 5167,10 43-17 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 96x80 (+/-25 PSF), 89x63 (+/-30 PSF), 73x63 (+/-35 PSF) & 72x74 (+/-45 PSF) FL5167 R26 C CAC 43-17 DH (Fin) 44x63 R PG35 text 1 ndf FL5167 R26 C CAC 4'-17 DH Fin) 48x80 R PG30 fext.l odf E 5167 R25 C CAC43-17 DH (Fin) 48x80 R35 gdf FL5167 R26 C CAC 43-17 DH (Finless) 36x74 R50.pdf FL5167 R26 C CAC 43-17 DH (Finless) 48x80 R35-rdf FL5167 R26 f CAC 43-17 DH 32x62 R50.odf FL5167 R26 C CAC 43-17 DH 36x63 R PG45,12df FL5167 R25 C "AC 43-17 DH 3(x72 R30 (ext ).odf FL5167 R26 C CAC 43-17 DH 36x74 R50 (ext l,odf FL5167 R26 C CAC 43-17 DH 44x63 R45.12df FL5167 R26 C CAS 43-17 DH 53x71 R35 (Fin) (Ext.t.odf Quality Assurance Contract Expiration Date 10/26/2019 Installation Instructions FL5167 R26 II INOOQ6 43-17 DH 2X.odP FL5167 R26 11 IN0254-R6 43-17 DH 1X.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalRepo rt-IN0254-R6 ndf Created by Independent Third Party: Yes Profinish Contractor, ProFinish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate FL5167 R26 C CAC 43-17 DH Twin 72x74 R PG45.odf FL5' 67 R26 C CAC 43-17 [�H T•vin 73x63 R PG35.odf FL5167 R.., r CAC 43-17 DH TNin 89x63 R30.odf FL5`67 R26 C CAC 43-17 DH in 96x80 R PGZS.odf Quality Assurance Contract Expiration Date 10/30/2021 Installation Instructions Fl5167 R26 I' IN0099 43-' 7 DH Twin 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. ____._.._-- .__. __....._ _ . __.. _......_ .__ .............. __. __ __ .i .. ___.... _ __,_..__ _...._._--_--___.._ 5167.11 43-35 (Two -Step Sill) ( 6100 VantagePointe, Asu e PerfeXion Silver Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 44x63 (+/-25 PSF), 46x84 (+/-25 PSF), 36x72 (+/-30 PSF), 48x80 (A 1-35 PSF), 52x71 (+/-35 PSF) Certification Agency Certificate FL5167 R26 C CAC 43-35 DH 36x72 R30 (Ext.).ndf FL5167 R26 C CAC 43-35 DH 44x63 R25 (ext.).adf `L5167 R26 C CAC 43-35 DH 46x84 R25 (ext),ndf Fl 5167 R26 C CAC 43-35 DH 48x80 R35 (ext:)odf FI-5167 R26 C CAC 43-35 DH 52x71 R35(ext.),cdf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions Fi 51 67 R 2 6 li INO:c(j 4.3-35 DH 2,_X_P f Fi...5.67 R26 II IN05 a"" R3 43 .35 DH "1X,gdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReport-IN0568-R3,odf Created by Independent Third Party: Yes 5167.12 43 35 (Two -Step S':.II'i and 43-50 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung (Three -Step Sill) Twin with Transom Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 73xl 1. 5167.13 ! 43-40 and 43-45 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Certification Agency Certificate F. 9167 n26 C CAC a •- zs DH Twin w Transnm 73x' 11 R35 i6 FL5167 R26 C CAC 43 Sf DH A6MA450 Ric 7 x1i1 (ext l,odf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions F1,5"" "26 11. IN0535 43-35043-50 DH Twin with Transom 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5050, Reflections 5300, 6100 VantagePointe, PerfeXion Gold Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-40 DH 32x62 R50.od` FL5167 R26 C CAC 43-40 DH 36x63 R45.odf FL5167 R26 C CAC 43-40 DH 36x72 R30.odf FL5167 R26 C CAC 43-40 DH 36x74 R50.od Other: 3602 (+/-30 PSF), 52x71 (+/-35 PSF), 48x8D (+/-35 PSF), 36x63 (+%-45 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) F'._5167 R26 C CAC 43-40 DH 44x63 R PG45.pdf FL5167 R26 C CAC 43-40 DH 44x63 R.35.odf FL5167 R26 C CAC 43-40 DH AUK R35.od FL5167 R26 C CAC 43-40 DH 52x71 R35.odf FL5167 R26 C CAC 43-45 DH 52x71 R35.0df FL5167 R26 C CAC 43-45 waiver to 43-40,odf Quality Assurance Contract Expiration Date 09/12/2021 Installation Instructions FL5167 R26 II IN0432b 43-40 43-45 DH 2X odE FL5167 R26 II TN0434-R6 43-40 43-45_DH. 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvzlReport-IN0434-R6 Dd` Created by Independent Third Party: Yes 5167.14 43-50 (Three -Step Sill) 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5167 R26CAC 43 -50 Did 32x62 R50 (ext).pdf Approved for use outside HVHZ: Yes ; FL5167 R26 C CAC 43-5(.'j DH 36x63 R45 (ext).ndf Impact Resistant: No E FL5167 R26 C CAC, 43-50 DH 36x74 R50 next} ndf Design Pressure: N/A. FL5167 R26 C CAC 43-50 DH 44x63 R45 (rxt.).Ddf Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+/-45 FL5167 R26 C CAC 43-50 DH S2x7l, R3S ,cxt)od` PSF), 32x62 (+/-50 PSF), 36x74 (+/-50 PSF) Quality Assurance Contract Expiration Date 01/25/2021 i Installation Instructions i-'I_.51C7 R?_6iI rN11431 4"-s rn DH [X�ttif d=l 51di7 R26 II INOS69-R3 4.3-90 DH 1X�df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AL,,Eya'Reoc,,rt-IN0569-R3 odf Created by Independent Th',rd Party: Yes 5167.15 75-75, 75-09, 07-75, 07-09, 07-10 Reflections 5500, Generations, Impressions 9800, 6500 and 07-20 I VantagePointe, PerfeXion Platinum Vinyl Double Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-25 PSF), 53x74 (+/-30 PSF), 48x80 (+/-35 PSF), 52x71 (+j-35 PSF), 53x8D (-r/-40 PSF), 36x63 (+/-50 PSF), 36x74 (+/-50 PSF) 5167.16 75-75, 75-09, 07-75, 07-09, 07-10 and 07-20 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +-50/-50 Other: 109x74 (+/-50 PSF) 5167.17 75 75, 75-09, 07 75, 07-09, 07-10 and 07-20 Certification Agency Certificate FL5167 R26 C '"AC 07-09-10-20 and 08-09-1.0-20 Waiver,or.,f FL5167 R26 C CAC 07-10 07-20 to 07-09 Waiver.Ddf FL5167 R26 C CAC 07-75 DH 48x80 R PG35.odf FI-5167 R26 C CAC 07-7.5 DH 53x74 R PG30.Ddf FL5167 R26 C CAC 07-75 DH 53x8D R PG40.12df FL5167 R26 C CAC 07-75 warier to 07-09.odf FL5167 R26 C CAC 75-75 DH 36x63 R PG50.pdf FL5167 R26 C CAC 75-7.9 DH 36x74 LCSO.odf FL5167 R26 C CAC 75-75 DH 48x80 LC PG25,odf Fi 5167 R26 C CAC 75-75 DH 52x71 R PG35 odf Quality Assurance Contract Expiration Date 03/25/2020 Installation Instructions FL5167 R26 II 'N0113 75-75 76-09 07-7S 07-09 07-10 07- 20 DH 2X.pdf FL5162 R26 1i iNO132-R10 75 75 76-09 n7-75 07-09 07-1Q 07-20 DH LX.adf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReOort-IN0132-R10.odf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Double Hung H Mulled Triple Certification Agency Certificate Fr5167 R2E C CAC 07-09-10-20 and 08-09-10-20 Waiver.odf FL5167 R26..0 CAC 07-75 waiver to 07-09.odf i FL5167 R26 C CAC 75-75 DH l7inle 109x74 R PG50.Ddf Quality Assurance Contract Expiration Date 09/13/2021 3 Installation Instructions FL5167 Rob II IN0060 75 7S DH Triple or Twin 2X.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5500, Generations, Impressions 9800, 6500 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H Mulled Twin with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 73x111 "Glazing complies with ASTM E 1300-04 Certification Agency Certificate FI 5167 R26 C CAC 07-75 waiver, to 07-09.odf FL5167 R26 C CAC 75-75 DH Twin w Transom 73x111 R PG50•Ddf Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FL5167 R26 II IN0062-R7 75-75 DH Twin w Transom,Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports F15167 R26 AE EvalRecort-IN0062-R7.ix Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone8S0-487-1fi24 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.: Prh;acv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not .vant your e-mail address released in response to a public. -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However emaI addresses are public record. If you do not wish to supply a personal address, please provige the Department witl-, 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: VlOnFI DESIGNATION Simonton Series 43-35 / 43-50 Vinyi Double Hung with Transom MAXIMUM_ OVERALL NOMINAL SIZE: Twin up to 73" x 111" DESIGN PRESSURt,_R_9TG:_ Positive: 35.0 PSF Negative: 35.0 PS, - USABLE CONF.t(l Ily'ATIONS' 00 GENERAI DESCRIP11ON. The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070" /may 2X BUCK SILICONE CAULK �C-....` `SILICONE CAULK i /4" MAX. SHIM �T.._HEAD 1/4" MAX. SHIM SIL1=1NE CAULK s!LiCONE CAULK WOOD SCREW WITH 1.25" MIN. 2X BUCK —' EMBEDMENT INTO WOOD SIU__ NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REVISIONSREMSED BY.J DATE: 1 1 1ADDED MIN- EDGE Dist, NOTE. I B.J.S. I Ut1/!//,L I 1 3 1ADDED NOTES 11 & 12 - AAMA 800. , LNH l 11/tU/t/ a \ MULLION ANCHORING 6063-T6 ALUMINUM /— BASEPLATE MU'�_LIOrJ REINFORCEMENT-�� VINYL EXTRUDED_ U IN INTERIOR ORLIO H-MULN -BRACKET RIVETED - MIJLLION EXTERIOR MULLION DETAIL I #8 X 5/8" 1EKS SCREW SiLl-, NE CAULK 2X BUCK- 2% BUCK -1/4" MAX. SHIM p10 X 1 1/4' MIN. WOOD - SILICONE CAULK SCREW WITH 1.25" MW. /4" MAX. SHIN EMBEDMENT INTO WOOD d8 X 2 1/2- MIN. WOOD SCREW Win 1.50' MIN. ya X 2 1/2" MIN. WOD / — MIN. EnBEnD ENT INTONo ED - HORIZONTAL MULLION ES SCREW WITH 1.50" MIN.-/ EME1EDh1ENT INTO WOOD MIN. EDGE DIST., SEE NOTES SILICONE CAULK SILICONE CAULK DH JAMB PW JAMB NOTES: _....... 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 MkHmUrn Design Loads for Buildings and Other Stnichi es do not exceed the design pressure ratings listed herein. For use Outside of the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchor's shall be specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances or other safety requirements rests solely with the architect. building owner or contractor. S. Shims ate optional. Maximum shim stack is 1/4". 6. Wood trucks (fly others) must be engineered an anchored properly to transfer loads to the stricture. 7. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other rxternal protection. 8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed- 9. Installation screws must be. at least 3/4" from the edge of the wood, 1 0. Glazing shall comply with ASTM E 130U. I I , Use 100>� pure silicone caulk compliant with AAMA 808 Section S - Sealant Specifications for use with Archiiecttnal Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, wood fibers, grease, oil dirt. rust, mold or similar contaminant. Vacuum and clean opening surfaces completely. A, fifty primed surface is recommended. but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details visit Simontaa.com. 12.Caulk application: recommended air and surface temperatures at the time of application are ro be between 40 and 90 degrees F, Insuiv all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3!4" deep and/or wider than I/4". Finished caulk joint should be a minimum of 3; 8" deep and rnake full contact with both the new window and structural opening. surfaces. Silicone caulk should be forced Into joint or compressed to assure full contact on both surfaces and to q8 X 5/8" TEKS SCREW ,I SILICONE CAULK -1 VERTICAL MULLION _ r SILICONE: CAULK nIK I OSURF STATEMENT S1 LVaOLV f1 l.rlYw B li.? document is the property of Simonton Windows, which RNS FINISH: Dlmensldnai Tolerances y „ ,. w RAWf rains all proprietary and other rights to its subject matter. y _. Unless Other- n soocieea T,t This document is proNded to the ecipient on the exprrsed ALLOY h TEMPER: �. r Caclrr'''r` ^"n'r" CJiECK ondition that it is not to be disclosed, replad,ced in whole or Fcanshr, \�l' _11A 15 pert, n used in conp.nclian wiN the tlesign, manufacture or $,]� Dec Lmois hngie5 SCALE.: SHEET; APPR\ 0 repair of goods for anyone other than Simonton Wndows of 1 without its consent This restriction does not lima the uRFACE AREA: ERIMETER: A t .03 FIT I etipient's rights to utilize Infomlation contained in this .XX 3 .01 0' 30 min. SERIES: document which is properly obtained from another source.. ,n,icw rnr„n.rwr. .XX% t AU5 _ _ - 43-35/43-50 DOUBLE HUNG iVdN Florida Building Code Online Page 1 of 5 ' �� ' g@ `Y T i gY s -. €yam r Iffri SCIS Home ' Log In User Registration Hot Topics Submit Surcharge f Stats & Facts Publications FBC Staff BCIS Site Map ', Links Search ! ^ > d�'r Product Approval SER: Public User br 1' -,_„_;c>Application Detail FL # Qed Application Type Code Version Application Status PR. Approvals by DBPR shall bereviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 43219 (614) 5 32-3596 luanne. harris@simonton. com Authorized Signature Luanne Harris luanne. harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 (614) 532-3596 luanne. ha rris@s imonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-5664 webmaster@aamanet. org Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtQclh%2bCtWN65... 12/15/2017 Florida Building Code Online Page 2 of 5 Date Submitted 11/30/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/09/2017 Summary of Products FL # Model, Number or Name Description 5177.1 07-09, 07-10, 07-20 (Retrofit Reflections 5500, Impressions 9800, Generations, PerfeXion Installation) Platinum Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 74x63 (+/-55 PSF), 37x84 (+/-50 PSF) Quality Assurance Contract Expiration Date 06/23/2019 Installation Instructions ,r Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 5177.2 07-20 (Nailing Fin Installation) Reflections 5500, Impressions 9800, Generations, PerfeXion Platinum Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ''...............................�E,I I <' � z .. r. Approved for use outside HVHZ: Yes Impact Resistant: No 51 ; ) ? ;: R ;, • i, f { d{ Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 96x72 (+/-45 PSF), 37x84 (+/-50 PSF), 74x63 (+/- 11/01/2019 60 PSF) Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.3 07-75. 07-09, 07-10, 07-20 Reflections 5500, Impressions 9800, Generations, PerfeXion Platinum, 6500 VantagePointe Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: NoR. _! .. %.' 1. .: [.:F I i s ........... f 1.7. Approved for use outside HVHZ: Yes Impact Resistant: No LL=xt l`.I:cir :, Design Pressure: N/A Other: 9602 (+/-45 PSF), 63x63 (+/-50 PSF), 72x63 (+/- Quality Assurance Contract Expiration Date 60 PSF) 11/18/2018 Installation Instructions 222 .I I .'.{. 100 l .. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.4 08-08 ProFinish Contractor/Master, PerfeXion Contractor Vinyl Fixed (No Hinge) Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No t d* Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 04/26/2022 Other: 9602 (+/-25 PSF), 74x63 (+/-55 PSF) Installation Instructions _ Z22 :I Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEV XQwtDgtQcl h%2bCt\VN65... 12/ 15/2017 Florida Building Code Online Page 5 of 5 Other: 96x72 (+/-40 PSF), 74x63 (+/-50 PSF), 80x48 (+/- Installation Instructions 50 PSF) <. (. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Partv: 5177.15 43-35 6100 VantagePointe, Asure, PerfeXion Silver Vinyl Fixed Window Triple Limits of Use Certification Agency Certificate Approved for use in HVHZ: No a - ..' 9 : _ Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/25/2021 Other: 109x72 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.16 43-35 16100 VantagePointe Asure, PerfeXion Silver Vinyl Fixed Window Twin with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/25/2021 Other: 73x111 Installation Instructions y Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5177.17 43-40 Reflections 5050/5300, 6100;Vantage Pointe, PerfeXion Gold Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes _I .... P Impact Resistant: No _ _.' i F:.'. Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 96x72 (+/-40 PSF), 74x63 (+/-50 PSF), 8Ox48 (+/- 10/05/2021 50 PSF) Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: nucE¢ IP3E Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CCo yriaht 2007-201 3 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 mall. If you have any questions, please contact 850.487, 1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: Eh G—c 1 "'Awl Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtQclh%2bCt"65... 12/15/2017 REV. REVISIONS:ENSED BY: DATE: NO P.E. SEAL REQUIRED #: MODEL DESIGNATION: Simonton Series 43-35 Vinyl Fixed Window INSTALLATION SUPPORTED 2 n Ly" NnTES AL UI 4 T.D.D. 1 10/17/08 BY AAMA TEST REPORTS 3 8�RrPER TEST RIPD T.D.D. 11/23/09 MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 86427.ot. DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: 0 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". CJ1 a 1 x E a 0 0 a 1 x 1 Q "W" MAX. OVERALL FRAME WIDTH --� SIZE CHART OVERALL SIZE DP RATING WIDTH HEIGHT 96" 72" ±40 PSF 74" 63" ±50 PSF 80" 48" SILICONE 2X BUCK CAULK •� SIUCONE CAULK 1/4' MAX. SHIM it I 1 HEAD 1 4X SCALE U 1/4" MAX. SHIM --sl SILICONE CAULK SILICONE CAULK 2X BUCK 1 SILL 4X SCALE 4 UPDATED NOTES AND GENERAL DESCRIPTION. T.D.D. 03/31/11 5 ADDED GLAZING DETAILS. T.D.D. 06/08/11 1 7 1 ADDED MIN. EDGE DIST. NOTES I GJM 1 06/17/15 1 SILICONE CAULK 1 /4' MAX. SHIM 2X BUCK #8 X 2 1/2" MIN. WOOD SCREW WITH 1.50' MIN. U EMBEOMENTINTO WOOD MIN. EDGE DIST., SEE NOTES SILICONE CAULK �Z JAMB / 47 SCALE NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted otherwise. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection this product REQUIRES the use of approved impact resistant Shutters or other external protection. 8. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 9. Installation screws must be at least 3/4" from the edge of the wood. 10. Glazing shall comply with ASTM E 1300-04. Dlc . 0 R cTA M NT This document is the property of Simonton Windows, which retains all proprietary and other rights to its subject matter. This document Is provided to the recipient on the expressed ondition that It Is not to be disclosed, reproduced in whole o1 part, nor of goods cused in inwindows with the design, manufacture or repair far anyone other than Simonton without its consent. This restriction does not limit the recipient's rights to utilize information contained in this document which is properly obtained from another source. Dimensional Tolerances ASI:MONTON' Unless Otherwise Specified rJ i1 1 '' 1—, I Cnchranc Avenue P,nnsbor, WV 26415 Decimals Angles SCALE: SHEET: APPR D BY: Ai .03 FIT 1 of 1 .XX t .01 0' 30 min. SERIES: .XXX t .005 43-35 PICTURE (FIXED) WINDOW s. - s h`� �•� L�-9 , � r f 3 RA V BCIS Home Log In User Registration ? Hot Topics Submit surcharge ' Stats & Facts Publications FBC Saff 1 BCIS Site Map Links Search Fr `3 db` � k,Produrl Approval q Public User �iUSER: il'-- tir An .?Y:on searc_> > Au i. u .nr� List I Application Detail FL # FL14787-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Simorton Windows Address/Phone/Email 3948 Townsfair Way Columbus, OH 43219 (614) 532-3596 luanne.harris@simonto in. cam Authorized Signature Luanne Harris luanne.harris@simor:ton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847)303-5664 webmaster@aamanet.org Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Scott Wolters, PE Validation Checklist - Hardcopy Received Certificate of Independence F14787 R3 COI EvalRenort-RM001 SBr7 pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.8 Product Approval Method Method 2 Option B Date Submitted 10/12/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary_of Products FL #t Model, Number or Name Description 14787.1 Reinforced Stand Alone Mullions Extruded Vinyl Mullions with Aluminum Reinforcement Non -Impact j Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 14787 R3 11 RM001SBr7.odf Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner PE #58201 Impact Resistant: No j Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: Design pressure ratings vary by unit and mullion size. Ft 14787 R3 AE EvalReoo't-RM00156r7 Ddf See installation drawings for applicable design pressure rating. Created by Independent Third Party: Yes Contact Us :: _ t01 Glair Stone Road Tallahassee FL 3239Q Phom - 85n-487-182a The State or Florida is an AA/EED empleyar. Copyright 20^7-2013 State of Florida.:: Privacy Statement ;: A rrsA <IbiOtyv�tatam�nt :: Refund Stiiij_me^f Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mail to this entity. lnstaad, contact the office by phone or by traditional mail. If you have any questions, please contact 550.487.1395. 'Pursuant to section 455.275(1), Florida Statute,, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if trey 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, pleas= provio:e the Department Mth 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 her, . Product Approval Accepts: v redid C_-rJ ................ P'1_1 �l k: I jl-,f 11.1 A T 'A I � 'I, I.A. 0 L L, 1 C +1 S ITIII ' 'L-1.', I N It, PL:1 � I '-N �1-L tA E N I L S[RC� . ....... .... Rj . . .......... . . . . ......... A j 0 E L� Tf? I I F) EAD NYL '0 1 ' V I I I IvIULLI:)I'lS HEFT TW7 R--'U1F-,Pv1E(J-! --F !HE CIPPE-PIT L'' fl, DU! I L.D I r I C RIFI F,�fl� E N T MIf IFUI I: I MI, jj_10H ARi: f - XTROf EE BO'k F IF, lt�1�6�VINJAL IIAJLUO'[�I 11110<1JE��. ... ........ .. j, PpFF,:;I,f FnR C 14(, 1 Ar F.'F SSURES FO 4 r)C" .1 .... . ........... - _LjPcmS F(;R REINFORCEMIEF117. LI Olz A7TAt:Hl!EN-1 AlID AMCHOR;NG J111-:0N F,.'E J-1 I -)R C E M D] T_.r II cl Am t![,AI1N1U[A i3uf- 3- T(3 LARGE MITA.. --p I IDELI Ny Jl I Nil "T�UDED V!1,1)'L 0 1 Milli. FF=11 IL ri 40(Dii-� "SERIES' LARGE VIN (L -- -------- - - ---- -- .......... ..... -",— K1111111 II NI C.C)R ,,;VPI-354A '- 1, I, li Ft E. [) VI 1\ I YL U - -0 7" 1 F[ I r] Et,,I El OW I T I C1 I M 0 7 E, 1`11 -A "I jill -1 FLV. '0,+TF 5, 00/ "\p jl�d�td T 0,17). .. . ........ . .... 111. t�d '=!—t I L)/C3/�31 21 LKAH ... . . . . ...... PFJ"F1I,IIF-H KIEDIUM, VIN'(1- � H- KAUJILL101I , C,- 4-)� 7 C, F ',' T r 1, j D P.7.. "Y I M "i'L C 7 1 " PAIN, Lucas Na "wol Turner 2017-10-18 11:15+20:00 STATC 041' tUNA r "Wit, IvI [ D I IvI fvI 'J L 1 1 () r\I FEII Fup"Et - d 1. 0: 3 T(i fl ice,-7j ITP,_iFIT lHD1UiIA Vith", lvi 'J L 1 (-) 11 1OVE P. -------------L�T. l� li O =P1 MED11.1d V11l,Pf'L E,x7JUC�H? y - 0.11't'0 " M I N G, F N E P A ( - I THE. FOUR (4) KAULLIC"t-I FRODU(:TS ELT T-iE 1',IjRPEIJT FLORIDA Ulh r4,j 1709 3, INCLAK INC _� I OER ECTION LIMIT. LOAD AND F i IUIER'�)I:C�'-'.� ANA, W THE Jr PPFS�URF� IIW 'l E 1ABLES, N THIS D'RXd'V. - .. II E ANIAL 1,101 JE-P- AIP, VlAfER 1,11'-IILTRATICIN. ,•VLNALA. VIINL,AN Ac-f.�/FL.', ;,LL01vV.-'!%E-I-E DF!GN PFESS!jRES S,HALT . PG THE 10WER OF THE MULLION PER THIS, A'PPRCVAL OF THE SUMCNIOPI SF PAT TF nr-<ODIJCT APPPC;'A1.--. PP DU AHCHORS SHALL lI� A�, F- ---- IISTED AND �PA(-ED AS 'HuV31 I It: RE N. ­77" TR LIE) Pj A01'I IMP I "HI I wu`'J=_ NITI I III, 11, 11,1 1 I REff IF,"I"CEMEN I �CT 111.11FIC,.,N HNIES Lt 1: MP- [E CH "IN 111111.r tI IT � IL _. LL_Tz. A //z MAXIMUM Sif%!ICLF VIINDI-il,' hIFTH . ......... VP F� F, ON T) _'E WillulAN MD[H ob T � ELI - 1`1 100 1 Z AEI 7, F. M EN I 0C IF,11EIj I _.Fr, WIDTH = SUIM 'IrIL " WINOCAY wl. , . ITH', , Rd.GE � �, A 1F , F NO I ES �iHEAT--, 8 REC1,PPED AN -CH., It IR" ' 1 T -).,I P.E A_11"4 FEV, TF r�v &'L C/,p :2 C', I JJ6 E,J6 FBIC LA I 7 1 - LMH [,iE 'A A':" t"fr-iLIL.E, ,l PF:F-,st _.'P=F. m I 1 ­0 H ki c) 14,5 IF y T R I J 1, - Ir-' VI N 'f L .1A71 M: N jllll I L _ � J_ LI­ APGF MULL PE11'JFC1l.FCE_1MF!AT MO 1 4E, No 58201 EiATfi OF o. . .. ....... ... . ........... 1.1'-:lpHUl i I T - IMP", T .;lH LIULI OF A AU 14"I'l - 1;1 ' J"l-T ........ .. KTP-lbf-L. vil, fl n I 'WUM II II V,., 114 Fj 0,41i WIDTH MnoIDWIYPE -T SLI'M OF ZCiN DO 4F v-)lF1'. SHEETS r, 7. AND 6 FOR rFjUIRED R t.,i I. T, C L I, � 3 . .... .. ....... FA 2 ;TI -4 — -F- L�:,2 2j, L r, L' L F' I til t i r' i I 1 1 E "L U L I.. ho . . ..... . .. -- - , h lir, -1 mi Una W-Adl I 61 6S -2 7e;;! 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INFON,4ATlON L_ ED11119 Vil'' I pdFt Ft.Ea1 iL; FIT A rF C. ll:)[L-iiI HIN111V PEA F,:-R-:FMFN A W, ERIFg. d,j 1 31 < II SASE PLATE UE I'llSCALE 1:1 - A u 1.1 RE r-r � ElINS " -- U . �,Ail 1, A p Ij, I A II': ATT:A--HING REH'A�'V--P( U111M. f'i'ICALL) Ff I PEN IlF SIJFF!.-. 7HFREAD� I �,(�Tfi kl� FULLY L, ' - P Sl Z E HFIA']E �T THE 411C r I, AqDI,:-IE I I IHI. APPLIl AE31- PLATEDELPJL FA S F Fla? n 1 '4 idflLE STA'T F. OF Lou C, (stfol'oO S[-E M4iAUF4(11-,R1R L ATTAHMFNT 11 IS Rij 0 MiNS Flub ATTAt. THC RNI'lFrip,:LD ,Ilj� TC, k;Hili� FUNFQRCEMEN f L— BRA,',I:ET -- �`11-7 T -. II - J 4 Fljc-,—�:NTES—� STEEL fdTE:`: W000 #15 y� 1 'Al MOOD '.rPEIN. AT THEHEAD AI�P SILL GASC PILAI.L�. W1111 1-.._-JJ;N@AIJV, E� JOEUNDIT lF;TO WOOD FOR MULL -_H ATTACHME:',M SEE SHEET 7 17nR CEfAIL'z. 1, - )NCRETE: ki'SE kl-) ITW TAFC-Cjil OR ELI,'D MITE�,CC-N AT HEAD AND SILL THRCUC-H SEE `� EET 8 "UP L%ETAILS, A WO (2) Rl',,[T HLITS ARE PEQUiRED Z I TIACH TC ALUIVINI-11, Pkjl-Llblll ','J E TABLE 1 (THI-1 . ........ .. - REV. --d :,Q EA A �Ap D. D He .1 pStl EA. t (A-1' FL Upl,:,d I, to 1, Sh-1 0-0/DWIC17i L 1%'f-,t C I ' T IS ATI-ArHED TO ,IH Y', 1,11,31, U&I VF P A H [I hAiji I (Al 6,EIHFSPCDAENI lmf: 1-1 R!VETS JR --AFRFt NUTS - J, : Pi ACE R I[ A BRACI�ET i A � j I � R T 1, �21-E 1) 'A r -') AT i PxEQ. .v, I A I sYiT Al A' . A I i,4CHt/Fi,IT VIEW .3SEMSI TA BLE 1 I-AII-11-1-10H ATTAC.�,fl,j,',' HARDW"RE IVFT .'5 DIA. STM WITH A PIP L i IAU1.1 #1,,' 14 OR #1,1- 72 STLINLETEEL EARRE: 1,11ji .250 C.D. x '.— LfWIll, .1 2� CH-DAHIADNT Y7 . . ...... ...... . . ....... P. C 'di I 0H Ci TE '2cfi ed er -P, !I�-,FI d I ExV, I j 'h d0l., '10/201 j�. -ID �J�-J:%j -IPPM—1 W JI 1 11, 4 1, not Rf.-i[ I 'EH EDIT I t ..j It j VI �ERIF' I II)H - T '41 N &, F?1, 111v/'S/ C!" - 7 c , -j ' I A.- - E I I'll GId, F, I T H H F, A0 SILL ECT TP -�'Acs iT, C, 0 g 1 i, 11.1,00D FIEW T4 A� Ht HE �,D 6, SIT F- v� IF 7AIT. ­---­—,— .. . ........ I. C MULLI' " ` P R 1-10, 1 �- VS 4. [,1 �) 711 � iR I I VL7 TA. � L A I I " t I C 0 IA = I '.' P1 TI I 10,'-' `' I RIJ I,' I U PL AL P L I YJ ItFM. M � f I f S � �,l PRE, L, M 1 i IV II'r .)U -NS -3L �Erl 1`1 G�41NE( ION MIH F[T. ArPW1\FC ' 1 101 1 TH F I,1 J L I, -� , H Al I- L - PF( C .1 .1 P.NCIMRS SHALL HAVE i Mirilhiji., MTO QOOD AI!D 7/8" b,VPVUM W�1�1�- FIDCE DISTANCE 1,TTA::IIIlP4T CF �',LL L,� - 3 , OTHER. S JED SHALL F.E. Ell,61HEEPED 1EPAIR TEL TH EI SPRI-)f F P.fl�' f"R RR s. UE ILL! - CNFCEN;; I"I" ASIM A 7L F,,-'LAT-S ID T� STA NLH�,S STE- L -WF, TO 7(IJ7,,/.1, 4. 8. E JI �T Ap, LIS; D Cfi HEAD, AND SlIJ- - _,, ­TL - C L�JF"._L" "'fr./E —3i D. �HEH W,,T LLED II L- ATI-[Is V11KRE MMLIBUPME (1-11 "_�;L: " -; . PPOTF( T10,14 i� ;E�' SIMOhlDY V,'iIjUll J-11,1 R-if jf DIPJ T I, I F;, CT C F4 1-111 ')'I CS. TL. B w ij� �j,t, flp T I T OM I I I C Fl. F TE - M If I C� 0HP RES .;I TRE 11 -H 2F ? � 5 k SI I E 'U FE P ODS T E I (4 1 rl U- H �`P I I I tl - I Ij � 4 C )11--.. "'1"1 A_ 'NR : ANCHOR. SEE: MC11L FILE. 1 5,. -,iii OF., 'F ;.. I RF f Mil - COW, A] !CHOR. NOTE WN _.PA I. r E TV/E E 1,1 4C H I I p lls,p EETA it z 1. THE MULLION PF,-lN-ICT-, AHC, T..Ejp. I,',,TALL: TIC.j.I C:C)IMFJ.) VVI iC. RE"JREMENTJIC; ARE jjt.!IiCP, T--. STAir cF to c". 4Q IIC TSIDE 0 ON WITH APPROVED PR�-, DIJ TS. R SH I I RF J`I-I-1 'Ii C Ht! 11 -D I I -, M 71 SHALL LIE. 1/4" ITF,ACOW� I �,/Fl," 10 AVID I' AS CMUi Li. 3/"i., 0 N A'- MIML EC,lF D!3T AllicP)RS IN "OLID F.,F 3/iE" [L"C' ULTRAI'014c VVITq 1 I'Arl, 0-E CIST. TlT.) CON CRETE, �*CI l IN -' 4 lAC:HtkiENT -,IF ALL 2"': TPEATED WO.,01D BIJ--IHALL BE -INGINEERD R -PRUCE. PINE. (2, FIR TREAIED 2� BASE FLAT I 1 -LRACFEIS ST IJ IC; AHSI 50'i ARE J-,ED C11 HE-AF) AND 'ALL. 8, li-ITALLED ViINDBOPHE DECRI' FRc PFlIE;-,'IVE ISTEM IS REQUIRED. SIMILAP lti';TAI TE-71P 11 F� REuUFLD, J�E OF NIPAf-T ..... .......... RIEQUM EIID DTSP ECT] ON' S EQU ENC1E b 9 i I��i 7 7 IIYIGI�L� �1L' Mnn Marx' Ind eefn®n Dess'n tlon. a Footer / Setback ' Stemwall Foundation / Form Board.. Survey Slab [Mono Slab Pre our Lintel / -i'e Beam / Fill / Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrocic Lath —Inspection Final Solar Final Roof Final Stucco. / Siding. - Insulation Final Final Utility Building Final Door Final Window - Final Screen.Room ;- Final. Pool Screen Enclosure Mobile Home Building. Final. Pre -Demo Final Demo. Final Single F=.*Ty Residence Final. Building. (Other)"' ILQs B l Mn Max t Dese 'n Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PAN Nan Mimx JImspec>tion IIDoac�n��n'®n Plumbing Underground Plumbing Sewer, Plumbing Tube Set PlumbngFinal L�1,`CJIiN'`L IGtI'24LV. �7"Ll11JI��IC�LL91`ILLLL�7 ` � Min Max. Inns ection Desen n2 ion .. watc Mechanical Rough Mechanical. Final min Max ICrns ec�n�m.IIDe�crrn 4n®n Gas Underground Gas lough Gas Final REVISED: June 2014