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Home My WebLink About108 Clydesdale Cir; 18-4095; WINDOWSCITY OF OCT 0 1 2018 S FORD n PERMIT APPLICATION BUILDING DIVISION Application No: Documented Construction Value: $ D37sO Job Address: /6(y C ly Historic District: Yes No[] Parcel ID: I _'X - 3 1' Q Qw • / 0 4 -(:) Residential ® -Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: &W°y\t w 9sS"z-Q-- Plan Review Contact Person: 1 \"f, Title: Phone: ' 7- Fax: Email ir - IN1 11 ; P eT Q/M, • l /` Property Owner Information Name ESQ A Phone: Street: 16y C. ci e y L L \ r Resident of property?: City, State Zip: Fe- z-71 Contractor Information Name--\\ SL Phone: Street:' fir City, State Zip: 33 6 L Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: C,G C, O C 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. 16-3j- ?-2/ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 11 —2,6 Signature of Contra or/Age Date Print Contractor/Agent's Name 11_1_L— 9 6-/ Signature of Notary -State of Florida Date Contractor/Agent is _,i Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: a :'fie •, TINiceOTHYR. O'MALLEY--' MY COMMISSION # GG 117135 EXPIRES: August 7, 2021 Bonded Thru Notary Public UndeNir ters Gas Roof Flood Zone: of Stories' New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads PO- 00xers CfoSu,'1., APPROVALS: ZONING: U, 3. AAA UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Home Improvement Agreement: Page 1 Houle Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name: jJeremy Pepin I Registration No. (It appllcame): I I Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will furnish, install or service the equipment listed below at the price, terms and conditions as outlined on this form. Morrow Jason Customer Last Name Customer First Name 108 Clydesdale cir Customer Address 407)227-0361 Home Phone# Work Phone# Cell Phone# Tampa I 1-6KGR6JP Store # / Branch Name Lead/Customer Order # Sanford FL 32773 City State Zip jason_morrow@hotmail.com Customer Email Address NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., 2455 PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The Home Depot @ 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 PAYMENTS 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 SERVICE PROVIDER, 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 HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE OF YOUR RIGHT TO CANCEL. Acknowledged by: 09/23/2018 C tomer's Signature Date Contract Price and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: 12375.75 Includes all applicable taxes. Excludes finance charges.* Sales Tax: 10.00 (If applicable) Maximum deposit ONLY applicable in MD, MA, ME (33%), NJ, Wl (9%) Dep. 1 25•0 % Deposit Amount 1593.94 Remaining Contract Balance 11781.81 1 The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 Customer Agreement (C,E,I) (31 Jan. 18) v 50.1.2 Product Approval Specification Form Permit # # 1 8- 4 0 9 5 Project Location Address V-D/A,c SANFORD pARTN`i 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.orq. 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 Sliding SANFO RD BUI DING DIVISION Sectional REVIEWED FOR CODE COMPLIANC A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Roll Up LICENSE TO PROCEED wI H THE WORK AND NOT AS Automatic PLANS EXAMINER ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Other 1 ` CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2. Windows wff REQUIRING A CORRECTION OF ERRORS IN PLANS, Single Hung CONSTRUCTION OR VIOLATIONS OF THIS CODE Horizontal Slider Casement Double Hun S • Cel I Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 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'''r°` C J Please Print) June 2014 0835771Job #: i Customer: Morrow WINDOWS DIAGRAM SHEET Consultant: Pepin 9-23-18 SYMBOLS Kitchen Room Name Window Exterior Door FRONT Note: 1) indicate 1 st, 2nd, etc Floor of house at top of template; 2) create outline of house and indicate all windows, doors, and rooms; 3) number the windows to be replaced with corresponding number from Spec Sheet Window Diagram Sheet 11/9/2012 WINDOW SPECIFICATION SHEET - Spec. Sheet#: 1-6KGR6JP Customer: Jason Morrow Job #: 1-6KGR6.1P Consultant: Jeremy Pepin Sheet: 1 of 1 Date: 09/23/2018 New Window Existing Window Measurements Grids Product Options Labor Options Hinge Locations From outside, Left to Right W ZFI..r Location StyleWrapsm Code Y/N) Style Code Series Code Color Rough Opening m a C0 of OU a of bars of bars Glass Hardware Screens Mull Misc Items Code Bays, Bows Csmnts, 1 Pnl, use L, R or S 5 5 w Lii 3 i T-21-111 o x 4 m p N N„X„ x For doors use S" = stationary or operating 1 DH N C DH 6100 WH WH 36.00 62.00 98 FULL SCR, STD, White, Glass Pack: Standard 2 MBED 1st DH N C DH 6100 WH WH 36.00 62.00 98 FULL SCR, STD, White, GlassPack: Standard 3 BATH 1st DH INC DH 6100 WH WH 35.00 36.00 71 FULL SCR, STD, White, TMP: Full, Obscure Glass : Full, Glass Pack: Standard 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 pageConstructRoof (Yes or No)' Garden Window: eatboard Material (vinyl only -White Pionite, Birch or Oak) BC.is Herne ,> Log In Product Al USER: Public t Pr<,Ou[C /+;7nroval M;nu > s FL# Application Type Code Version Applicat?on Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By a 712,, , . ale .. s,,. Topics Submit Surcharge t Stats & Facts I Publicaticns ! FBCStaff BCIS Site Map ; Links ; Search Aonl;ca{ion U. > Application Detail FL5167-R26 Revision 2017 Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton Windows 3948 Townsfair Way Columbus, OH 43219 614) 532-3596 Iuanne.harris@simonton,com Luanne Harris luanne.han-is@simonton.com Luanne Harris 3948 Townsfair Way Suite 200 Columbus, OH 43219 614)532-3596 luanne.harris@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet,org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2 A440 AAMA/WDMA/CSA 101/I:S.2 A440 Florida Licensed Professional Eng'nezr or Architect Fi 5167 R26 Eguiv EvalReoort odf Year 2010 2005 2008 Approved for use Impact Resistant Design Pressure: Other. 36x72 (+/- PSF, 44x63 (+/-35 PSF), 44x63 (+/-45 PSF), 32x62 (+/-50 HVHZ: Yes No I/A 0 PSF), 48x80 3F), 4Sx8O SF), 26x76 5167.10 143-17 Limits of Use Approved for use! in HVHZ,. No Approved for use outside HVHZ: Impact Resistant: No Design Pressure: N/A Other: 96X80 (+/-25 PSF), 89x63 PSF) & 72x74 (+/-45 PSF) 30 PSF), 53x71 (+/-35 PSF), 36x63 (+/-45 PSF) & 36x74 (+/-50 30 PSF), 73X63 (+/-35 5167.11 43-35 (Two -Step Sill) Limits /Use A42ppdved 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), 48x8O (+/-35 PSF), 52x71 (+/=35 PSF) 5167.12 1 43-35 (Two -Step Sill) and 43-50 P Sill) FL51r RZ6QCAC 43 -17 DH (,Fin) 44x63R..PG35 }.odf a7 _,. FL5167R2CSC' CAC 43-17 DH (Fin) 48X80 R PG30 FL51 67 R26 C CAC .43-17 QH (Eila 48x90 R35.odf EL5157 R26- C CAC 43-17 DH (Finless) 36,x74 R50.pdf FL 5 L 67.- R26 C CAC.43-17 DH (Fiol ss) 48x80 R35.ddf FL5167 R26 C CAC 43-17 DH 3 x62 R50.odf F1.5167 & 25 C CAC 43-17 DH 36 63 R PG45.Pdf FL5167 R25 Q CAC 43-17 !2H 16x72 R30 textj.Qdf Fj 5167 g26 C CAC 43-17 DH MXZA R50 xt.).12df FL5167 R26 C CAC 43 17 DH 3 R45.pdf F15167 R2E C_CAC 43-.17 QtJ3!ZL_U_9_in) 1t_XL1.PdQuality Assurance Contract Expiration Date 10/26/ 2019 Installation Instructions FL5167 RZ6 II IN0095 43- 17 DH ZX.od. FL5167 R26 jL_INaZ54:aLAL17 DH 1X.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R2E, AE Ev lReoort-INQ254-REQjjf Created by Independent Third Party: Yes ProflniSh Contractor, Prol'inish Master, PerfeXion Contractor Vinyl Double Hung T-mulled Twin Certification Agency Certificate FL5167 g26 C CAC 43-1.7 DH Twin 72x74 R PG45.pdf FL5167 R26 C CAC 43-17 DU Twin 73x63 R PG35.od FL5167 R25 C...CAC 43 17 DH Twin 89x63 R30.Qdf Fl 5167 RZC CAC.-43-17.QH Twin 96XSO R PG25,12Lf Quality Assurance Contract Expiration Date 10/30/2021 Installation Instructions Fl 9167 R26 N0Q9q 43-17 QH Twin 2X.12df Verified By:.American Architectural Manufacturers Association Created by Independent 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 (EX,.).Qdf F1.5167 R26 C CAC 43-35 DH 44x63 R25 (ex1,),i2df f15167 R26 C CAI: 43-35 DH 46x84 R extJ.pdf Fl. 5 1, 67 R26 C.,CAC 43-35 DH 48x80 R35 (ext.),pdf F1_5167 R26 C CAC 43-.35 DH 52x71 R25,text j.12d1` Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions EL- 5167 R25 IT IN0105 43-35 DH 2X,gd FL5167 R26 11 IN0568-R3 43-3.5 DH IX.Qd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R26 AE EvalReport-INQL68-R 3,d f Created by Independent Third Party: Yes 6100 VanagePointe, ASUre, PerfeXion Silver Vinyl Double Hung Twin with Transom Limits of Use iCertification Agency Certificate R35. Approved for use in HVHZ' No F1.5167 R26 A — I Approved for use outside HVHZ: Yes ext), AC 43-50 DH.AAM8 450 R35,23x111 Fl 5167 R2 C C Impact Resistant: NoDesignPressure- +35/- 35 ext.) Other:73xll' Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions A 5167 R26 11 TN0535 43-35043-50 DH Twin with Transom Verified By: Arnerican Architectural Manufacturers Association Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 5167.13 i 43-40 and 43-45 Reflections 5050, Reflections 5300, 61,00 Varitag jePointe, PerfeXion Gold Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL5167 R26 C CAC 43-40 DH 32x 623 RR50.pdf 45.odf Approved for use outside HVHZ: Yes FL5167 R26 C_CAC 43-40 DH .5bX6 Impact Resistant. No Fl 53.67 E26 C, CAC 43 -40 DH 36Y72 R3.0.pd Design Pressure: N/ A Fl 5162 R26 Q CAC 43-41j, DH 3004 R50.pdf Other: 36x72 (+/-30 PSF), 52x71 PSF), 36x63 (+/-45 PSF), 44x63 (- PSF), 36x74 (+/-50 PSF) 516/.14 ____.... Limits of se edfor use Approved for use Impact Resistant Design Pressure: Other: 52x71 (+/- PSF), 32x62 (+/-50 35 PSF), 48x80 (+/-35 PSF), 32x62 (+/-50 43- 50 (Three -Step Sill) in HVHZ: No outside HVHZ: No 3' S PSF), 36x63 (+/-4S PSF), 44x63 (+/-45 PSF), 36x74 (+/-50 PSF) 5167. 15 75-75, 75- and 07-20 a...._...-_..-_ ......... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Impact Resistant: No Design Pressure: N/A Other: 48x80 (+/-,25 PSF), 53x74 PSF), 5201 (+/-35 PSF), 53x80 (+/ PSF), 36x74 (+/-50. PSF) 07- 75, 07-09, 07-1.0 30 PSF), 48x80 (+/-35 PSF), 36x63 (+/-50 5167, 16 75-75, 75.09,07-75, 07-09 07-10 and 07-201 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ:IYes Impact Resistant: No Design Pressure: +50/-5D Other- 109x74 (+/-50 PSF) FL5167 R26 C CAC 43-40 DH 44x63 R PG45.odf FL5167 R26 —(....CAC 43-40 DH 44x63 R f FI, 5167 R26 C CA 43-40 DH 48x80 R35 odf Fi 5162 g26 C CAC 43--40 DH 52x71 R35.odf Fi 5167 R26 C CAC 43-45 DH 52X71 R'S odf FL5167 R25 C CAC 43-45 waiver to 43-40.0df 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 Modf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5167 R?6 AE EvalPeoort-IN0434-R6 odf Created by Independent Third Party: Yes 6100 Van,tagePointe, Asure, PerfeXion Silver Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 43-50 DH 32x62 R50 (ext) ndf FL5167 R26 C CAC 43-50 DH 36x63 R45 (extbodf FL5167 R26 C CAC 43-50 DH 36x74 R50 (ext).ndf 1` 1_5167 R26 C CAC 43-50 DH 44x63 R45 (ext),odf FL5167 R26 C CAC 43-50 DH 52x71_R35 (ext).Ddf Quality Assurance Contract Expiration Date 01/ 25/2021 Installation Instructions FL5167 R26 II IN0432 43-50 DH 2X.odf EL5167 R26 1I IN0569 R3 43-5 DH iX odf Verified By: American Architectural 'Manufacturers Association Created by Independent Third Party: Evaluation Reports Ft,5167 RZ22 AE FvalRej2ort IN0569-R3 odf Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 VantagePointe, PerfeXion Platinum Vinyl Double Hung Certification Agency Certificate FL5167 R26 C CAC 07-09-10-20 and 08-09-10-20 Waiuer,pdf FL5167 R26 C CAC 07-10 07 20 to 07-09 Waiver.odf FL5167 R26 C CAC 07-75 DH 48x80 R PG35.ndf FL`-1 67R26 C CAC 07 75 DH 53x74 R PG30 ndf F1.5167 R26 G CAC 07 75 DH 53x80 R PG40 ndf FL5167 R26 C CAC 07-75 waver to 07-09 odf Fi 5167 R26 C CAC 75-75 DH 36x63 R PG50.pdf FL5167 R26 C CAC 75-7S DH 36x74 LCSO.odf. FL5167 R26 C CAC 75-75 DH 48x80 LC pG25.pdi FL5167 R2 CAC 7 -7 DH 52x71 R PG35,pf Quality Assurance Contract Expiration Date 03/25/ 2020 Installation Instructions FL5167 R26 II IN0113 75-75 76-09 07-75 07-09 07-10 07- 20 DH 2X..odf Fi 5167 R26 II iN0132-R10 75-75 76-09 017-75 OZ-09 077111 C7 20 DH 1X_.p_ d_f Verified By: American ArchitecturalManufacturers Association Created by Independent Third Party: Evaluation Reports to-t-srtlnl Created by Independent Third Party: Yes Reflections 5500, Generations, Impressions 9800, 6500 Vangtagepointe, PerfeXion Platinum Double Hung H-Mulled Triple Certification Agency Certificate Fl 5167 R26 C CAC 07 09 10 20 and 08-09-10 Zb I waiver.f FI-5167 R26 C CAC 07-75 waiver to 07-09 odf Fl 5167 R26 C CAC 75-75 DH Tripp 109x74 R PG50.130f 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: Arne-ican Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5167.17 mm 75-75, 75 09, 07 75, 07-09, 07 YO Reflections 5500, Generations, Impressions 9800, and 07-20 VangtagePointe, PerfeXion Platinum Vinyl Double Hung H- 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 compiles with ASTM E 1300-04. The State. of Floric Under Florida law, email mail to. this entity. I 4SS.275(1), Florida Stat or.e. The emails provided address, please provide, I Mulled Twin with Transom Certification Agency Certificate F15167 R2fi C CA 7-25 waiver to 07-09=aclf. FL5 67 R" 6 C CAC 75-75 DH Twin w Trans7+n 73x111 $ PG50-C1 Quality Assurance Contract Expiration Date 09/13/2021 Installation Instructions FI 5167 R76 II IN0062-R7 75-75 DH Twin ,hr Transom odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports F 5i 7 R2 AE Eva lRPnort-1N00&2-R7.pdf Created by Independent -third Parry: Yes 2611 Blair S*gne Road Tallahassee FL 32399 ?hone: 850-487-1824 is an AA/EEO employer, copyright 7007-2013 State of Florida.:: p Wacv Statement :: Accessibility Statement :: Refund statement sses are public retards. If you do not want your e-mail address released in response to a public records request, do not send electronic1, contact the office by phone or by traditional mail. If you :rave any questions, please contact 850.487.1395. *Pursuant to SectioneffectiveOctoberl20i2, licensees lice;•sod under Chapter 455, F.S. must provide the Department with an emal address if they havebeusedorofficialcommunicationrn[h the licensee. However email add Fosses are public record. If you do not wish to supply a personal parl-ment with an, email address which can be trade available to the public. l o determine if you area licensee under chapter 455, F.S., please click tataa . Product Approval Accepts: MODEL_DESIGNADON: Simonton Double Hung Series 43-35 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESI 'N PRESSURE RATING_ USA91-E CONFIGURATIONS: GENERAL DESCRIPTION: See Size Chcft x X The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070 W" MAX. OVERALL FRAME WIDTH SIZE CHART — OVERALL. SIZE DP RATINGWIDTHHEIG 46" 84 25 PSF 44 ' 63" 36 72" t30 PSF 4.8 80 35 PSF 52" 7t" ac w SILICONE CAULK 2X BUCK - 1 _ SILL NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS SILICONE _ "-/ 2X BUCK CAULK SILICONE CAULK 1/4" MAX. SHIMP 1' HEAD—_ W 1/4" MAX. SHIM SILICONE CAULK REVISIONS. UPDATED SIZE PER TEST REPORT ADDED MIN. EDGE DISTANCE NOTE ADDED NOTES 12 & 13 — AAMA e00, DATE: SILICONE CAULK X BUCK—, ,1/4" "AX. SHIM 6 X 2 112" MIN, WOOD SCREW WITH 1.50" MIN, EMBEDMENT INTO WOOD. MIN. EDGE DIST., SEE NOTES. SILICONE CAULK 1 JAMB NOTES: 1. This installation has been evaluated far use in locations adhering to the Texas & Florida 8uildinq Codes and where pressure requirements as determined by ASCE 7 Minimum Desiqn 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 be caulked. interior caulking is optional unless. noted otherwise. 3. Anchors shall be as specified anti 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 AST&1 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. Installation screws may be placed in the interior or exterior track of the jamb. 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 5 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damagedwood, wood fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully printed 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 Smonton.com. 13.Caulk application: recommended airand 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 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. This document is the property of SimP tm Windows..which retains all pmprktary wd other rights to its subiect matter. This document is p—idod to the recipient on the zpressad ondluon that it is not to be dlscleaed, rVroarrced 1n whole a part, nor usad 'm caniunatian with the design, manufacture or repalr. af goads far onyane other than Simonton Wnd— wlthout ifs —.-nL This r<stfktiM goes hat limit the ectplent's rights to: This mformatran contained m'this dacament rhich is praperly obiolned free onther -our-. Dime- wal To rances SIMONTON* Unt. 93n-rw ined v a t Cxfu me Avaurc. P—,., b iru. 1VV 2o415 Dximale Angles SCALE: SHEET: X t FIT 1 of t 03 to' 3o in. SERIES: Xx .01 Xxx t .005 43- 35 Data MODEL DESIGNATION: Simonton D-bl. Hung Series 43-35 Viny Window M_kXIMD.t QyFiSALNOMINAI : Sea Size Chart DESIGN PRESSURE.. RATING;.. See Size Chart USAZILE CONFIGURATIONS' X X GENCR 6L--2ESCRIPTION: The head, sill, and side jambs ore extruded PVC. The wall thickness through which the anchor screw penetrates is o minimum of 0.142.". SIZE _ CHART .._........ ......... OVERALL SIZE 4d DIN HEIGHT OP RATING H" 44' 63 25 PSF 46" 84" 36" 72' 30 PSF 4E " BO" 35...PSF 52" 71" nRtF 1- INGTAHATION FASTENERS TABLE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED CONCRETE (2 K51M.3/I6" ITW TAPCON 1-1__"-_t-1/8" rA ROLLWORGROUT -FILLED C U PCF MIN. 16- ITW TAPCON 1'2"117 2X MIN. SOUTHERN PINE WOOD G=D.% 3/16" ITIN TAPCON 1-3/8- 7/8' 2X MIN. SO HERN PI`!E WOOD G 0. 55 10 WOOD SCREW 1-3/8" 7/8' rE i6 DA G 0.060; MiNMiN, STEEL 33KSI YIELD MIN.. fU-1F> 1rW TEKS. SELF -DRILLING SCREW1 FULL THREAD 1/2' 6 ALUM. 6063-TS MIN. 0 10 GRAE SELF -TAPPING FULL. THREAD 1/2- 1/6' STEEL 36 K51 MIN___ DRILLING SCREY! ltffrnrrr Ii x; RENSIONS: sllrf ANt;R_W III fU7/20f] Lt.A. TURNER, P.E. t A[AhD MAN. E'GCE -1. NOTE. Fl flE g 58201 Ns 532= 1 s9'". TURNER ENgNEERtNO & nppED NOIEs 17 @ fD - -VA 1300 Lucas CONSULTiNC. INC. 3 PLXIED MULTIPLE sud$rAIE$ Turner rY COA M 29779) 2017-11418 w d11 :DTATR OF i W 1[3g dABARA AVF.. NORTH PORT, 'FL 34256 18;41 r19.00 1.p;'+." IS rONt PH.941-3a0-1574 zherrfrntulr'T,,, SILICONE CAULK EXT. PERIMETER) SEE NOTES 17 & 18 SUBSTRATES BY OTHERS MIN. EMBED. SEE TABLE 1 i/4' MAX. SHIN SILICONE CAULX INT. PERIMETER) SEE NOTES 17 & 18 1 HEAD INSTALLATION FASTENERS SEE TABLE 1 1/," MAX. SHIM MIN. EDGE DIST. SEE TABLE 1 51LIGU"F1CAULK ..__ __. ____. SEE NOfES '17 & 18 i......_... SILICONE CAULK - SUBSTRATES BY OTHERS SUBSTRATES SEE NOTES 17 & 18 BY OTHERS ONECAULKPERIMETER) NOTES 17 & 18 1/ 4- MAX. SHIM SILICONE CAULK EXT. PERIMETER) SEE NOTES I7& 16 SILL ( k/ JAMB NOTES: I. This imtallalion has been evaluated for use in loco:inns adhering to the Fbrida Building Code outside the HV H?, and where pressure. reGuitenertts as determined by ASGE 7 DAinimum Dr:sigt Leads for Buildings and Other Structures do not exceed the doslgo pressure ratings herein. 2. All interior and exterior perimeter sudades of the v; i:dul, must be caulked. 3. Annex type, size, spacing, embedment, and edge distance shall be as .%"cffied In these drawings. Lisa apirowlwe an hor-te fr.-n Table 1 DecuM!rrl to substrate type. A minimum seater -to -center spacing of 3' shall be maintained bemasonry tween all anry fasteners in any du action, and 1" minimum center-tc -center spacing for all other fasteners/substrates. 4. Anchor embedment to substrate strait be beyond wall dressing ck Stucco, For masonry openings with d h wood bucks lass on i-172" thick, embedment shall be beyond wood bucks. 9 used. and into masonry substrate. Wood bricks with masonry are optional. 5. Wood all masonry opeNngs, bucks, and buck fasteners, by' others, shall he prm-ly designed ptM installed to transfer wind loads to the s7ucture. 6- The resµrnsihiiity.fnrsetek:zion..of, Simonton pruducts. tu.meet any applicabloAL-I. law, balding acei,-s,< dl 4..'.es. xnther,wfery rer;uvrments. c tssglply oat Ina architec.I building eviner, or contractor. 7. Shle are required where gaps of flreater Ulan -171 H" exist between oiler Ing and frame, Max. shim slack Is ,/,I'. Shims shall be l-3b-t-In i and moble tN transferring loads :o the substrata. B. When used in areas requiring impact protection; thr'.pmcuct REQUIRES the use of app o+ed impact reviswrt Jruaen air other eatenlai prvtacGon. 9. Sealing and flashing by others should be applied using tho ASTM E 2112 methodology appropriate for the ope,ling Into which the productis being Installed. Ovamfl water penetration resistance of the installed product is not addressed in this drawing and w the responsibility of others. 10. Glazing shall c-ply with ASIM E 13DO. 11. All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosloo due to reaction with txessure treaUnent chemicals. Any diss511ilar materials mat alma ilto crraac? boll be Protected to pravcnt reactions in accardanne with code requtre—i 12. A wI M bad duration factor Cd = 1.6 was used for the analysis of wood, sc-vit only. 13. Products shall re constructed as specried in test reports ATI-B,5470.01-10947, ATI-BtA72U1-tOB-4T arttl ATI-BFit73.01-109-47. 14. Use 100% pure sillcono caulk compliant with WiA 808 Section 5 - Sealant Specrflctions for use with Archltecklnl Fenestration Products- Make sure surfaces are completely free ffam a'I old caulk, damaged wood. wood filers. grease, oil dirt, rust. mold or similar comaminanls. Vacuum and clean opening surfaces completely. A fully primed surface is reconmendec, but not required Cleaning of all surfaces should be done phis same day of. w.nich the slliwna calk Is tc appllad. For more details v'.It Simwdon.can. 15:Caulk application' recommended a'.r and surface ten?peratures at the time of application are to be between 10 and 90 degrees F. Insure all contact surfaces are clean and dry Including the new window(s). Use a backer red on all Trims >3in- deep andlor wider than It?.. Finished caulk joint should be a mionrum of 318' deep and make kill contact with horn "a ntw wink- and structural opening surfaces. Silicone cau7e should be (weed kllo joint or compressed to assure full mntoct on both surfaces and to expd any air pockets. DISCLOSURE:STATEMENT This documsnl is the property of Swnonton W' ir,,i— which stains all proprietary and otherrights to Its subject matter. This document IS provided to the redpleru on the ekpressed Dnditian that it I. not la be disdoaed. reproduced in rhde o part nor user) ini-phctan with the design, m nufacture or sT,0 of goods For on yore other than Simonton W®rds- wiihoul its co -L This restriction does not I' - It the r-k-t'. rights to utilise inr.-.Urn <ontoined n this document which is Dr=y obtained from another source. DI —wined Tolerance. Decimals Angles Xd.03 XX i . 01 O- 30 min XXX 3 '005 SIMON TON' I l:achran< Avrnac P,rrasixnu. R' V 26. 1 TS 43-35 MQD_CL.aE2QNATION: Simonton Double Hung Series 43-50 Vint Window MAXIMM-_OVE RALI NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE: CONFIGURATIONS: X X GENERAI._DES,gI.PTiQN_. The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is o minimum of 0.070". L__---"W" MAX. OVERALL FRAME WIDTH—i SIZE CHART OVERALL SIZE DP RATINGWIDTH W" HEIGHT H" 52" 71 35 PSF 36" 63" tq.5 PSF 44" 63" 32" 62" t50 PSFJ36" 74" NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS REMSIONS: DATE: Do 3 ADDED NOTE 11, PER NEW TESTING_ T0.0. CT /tU/i'L1 I.AD DED MIN. EDGE DIST. NOTE. I D.J.S. I a6/T7/15 8 A00ED NUTES'13 d: 14 _ AANA 800. LNH SILICONE ZX BUCK CAULK SILICONE CAULK r - 1/4" MAX. SHIM HEAD. 1 2X BUCK - 1/4" MAX. SHIM N8 X 2 1/2" MIN. WOOD SCREW WITH 1.50" MIN._ SILICONE CAULK EMBEDMENT INTO WOOD MIN. EDGE DST., SEE NOTES SILTCONE__... _.._. CAULK 2X BUCK SILICONE CAULK 1 Sit-L f SILICONE I.CAULk 1 /4" MAX. SHIM eJAMB NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Ruilding Codes and where pressure requirements as determined byASCt. 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 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 requirementsrests 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. Screws should be a minirnurn of 3/4" from the edge of the wood. 8. When used in areas requiring impact protection, this product REQUIRES the use of approved Impact resistant shutters 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.. 1 1 . Glazing shall comply with ASTM E 1300. 12. Use 100% 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 ,he same day of which the silicone caulk is to applied. For more details visit Simonton.com. I3. 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 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. 2t5(; W1E STATEMENT Th' s document Is the prepelAy of Simonton Windows, which at. me all proprietary end other right, to its s.bill matter. This document is proVded to the ecipient on the expressed oadition that It Is not to be dleolaeed, reproduced 1n ,hole a art, no sad in a protion ailn the design, manufacture or repa7rrofgoodsforanyoneotherInonSimontonWndoasaltheuiIts consm I. This restriction don not limit the ro ipient' s rights to utilize informetion contained in this docurmnt ankh Is properly obtained from mother source. Oimcn,ional Toloranaes SI11r10NTON' tlnlass MMrw' se Soec'fed i cochclne n-v,ua P,m,, horu,AVV7o41S Decimals Angles SCALE: EET. X t . 03 FIT _7 of 1 XX 1 . 01 0. 30 rn, SERIES: Axx t . 005 43-50 DOUBT MODEL DESIGNATION_ Simonton Double Hung Series 43-50 Vinyl Window MAXIMUM DV -RAIL NOMINA S See Size Chart DFSIGN P RE55URE_13.6114L See Size Chart USABLE CONFIGURATIONS X X C•N RAI SQRIE.Il4N:. The head, sill, and side Jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.142". IU SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED OIISTAN EE A CONCRETE (2 KSI MIN.) 3fi6" I1W TAPCON t-1%2" t-1/6" B L Goa i 17 PCF 3/16" ITW TAPCON 2" C 2X MIN. S' b ERN PINE WOOD 3/16" " Tfcoll 1-3/8" 7/8" D 2X MIN. SOUTHERN PINE WOOD J10 WOOD SCREW 1-3/8" 7/8' t6 DAU,1 0.060) M!N. STEEL SELF- ILL TEKS FULL THREAD 1/2' E STUD. 33K81 YIELD._MIN. SELF -DRILLING SCREW F ir8 ALUM. Fi06 -f5 MIMIN. OR 10 CRAOE. 5 SELF-TAPPIM1G FULL THREAD 1 6` STEEL 36 KSI MIN, ORILUNG SCREW SIZE CHARTART LL, _S11E OP RATING- HEI.,H T... tV. 71" 35 PSF 63" t45 PSF 74_ 62" REV6JONS: i+`„lORE4L'rtTnet 017LUCAStoOTURZNER. P.E. t xLD nN. elh;E oi5'r. noiC. Lsu-rJyt''•n`'A': FL PE 9 58201 r5.111 `tr. NG ' TUP,HER EERING & z Aocgo Norzs .1 e Is - —A goo Lucas Turner v' CONSUENGINLTING. INC. 13 AWEU MULTI S'UseTATES 2 ) 17-11 06 42 16:+19:00 S W arAr6 O : aa;: 1239 JABARA AVE, NORTH PORT, 34289 -. oG , t'•.+vh'2d 1 PH. 941-380-1574 __.......... ___— y'W r+n. r„.asaa` SUBSTRATE BY OTHERS SILICONE CAULK EXT. PER! METF_R) SEE NOTES 17 & 18 SILICONE CAULK INT. PERIMETER) i /4" MAX. SHIM SEE NOTES 17 & is SUBSTRATE HEAD BY OTHERS 1 t50 PSF" i /4" MAX. SHIM SILICONE CAULK SEE NOTES 17 & 18 SEE NOTES 1 CAULK 77 & 18MIN. EDGE DIST.J S!UCONE CAULK SII9O7HER5THERS SEE TABC.E 1 \ BY O. `- (EXT. PERIMETER) SEE NOTES 17 & 18 SILL JAMB INSTALLATION FASTENER W EMBED: ......_ _.....I.. ... E TABLE iONECAULKPERIMETER) NOTES 17 & IS 1/4- MAX. 541.M NOTES: 1. This irutnliatlon has been evafuated for use In kxatians adhering to Iho Florida Building, ode outslda the HVHZ, and where pressure requirements as determinect by ASCE 7 t inimlan Design Lands far BU1I0ings end Other Strictures pphal exceed Fhe design ples,ltlre mtng5 here,!h. 2. All interl.'.r and exterior pedmeler surfaces of the w•Indovrmust be caulked. 3. Ar ahor type, site.. shooing, embedment, and edge distance shad be as specified In these d—ings. Use appxopdate anchor-,ge from Table 1 according Ie substrate type. A rnininum center-ta center spacing of 3" shalt be maintained between all masonry fasteners in arty direction, and 1` minimum center -to -center spacing for all other fastenersisubstrates, 4. Anchor embedment to substrate shali be beyond wail dressing or stucco. For masonry openings with wood backs less titan i-112'thick, embedment shall be beyond wood bucks. If used, and Into mss:onry substrate. Wood bucks with masonry are afalm3!. 6, Wood of masonry openings, bucks and buck fasteners, The responsibility by ethers. shall Ina Praperry designs In.:Nle.4 to transfer wiM harts to the structure. bility for selection of Simonton products to meet any applicable local laws, bull, nuj codes, ,lydtnat es. air other safely requirements rests wiety with the architect, building owner. or contractor. 7. Shims are requited where gaps of greater than 1116' exist between opening aM frame. Max. shim stack is 114". Shims shall be loaf -bearing and capable of trnsfer:irlg leads to the substrate. S. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or adher -temal protection. 9. `dealing and flasNng by others should be applied baling the ASTFA E 2112 methodology appropriate for the opening Into which the product Is beir g installed. Overall water penairatfon rasislanos of the installed product is not addressed in this dravring and )a the hospcthslblhty o` others 10. Glazing shall comply with ASTM E 13+Y,1. 11, All Fasteners penetrating into pressure treated wood shall be capable of pr—ming a —lion due to reaction with pressure treatment cher icals. Any dissimilar materials That come Into notwt shall be protected to prevent.... liars in accordance In code requlemnsI 12, A wind load duration factor C:d = 7.(i waa ueed for the analysis of wood sa,— Ortly. 13. Products shall be constructed as specified in test reports ATI-86400.01-10947.0. and ATI-f3M69-01-10947.0. 14. Use 100% pure silicone caulk compliant with AAMA 808 Sertbr. 5 - Sealant Specifications for use with Arcttlectumi Feneslra:ion Products. Make slue surfac .s are completely free from all oh caulk, damaged wean, wane fibers, grease, oil dirt, rustmold or similar comaminants. Vacuum and clean opening surfaces curnpletely. A fully primed surface is recolhorended, but rot required. Cleaning of all surfacea shoald be done the some day of which the silicone caulk Is to nppileo. For more de:alls visit Simonton het. 15.^aulk application: recommended air and surface temperatures at the time Of application are to be between 40 and 90 degrees F. Insure Al tt nlact surfaces are clean and dry Including Ihr, rr." window(s). Use a backer rod on all joints s3/4" dcep and.•or wider than 1/4 Finished caulk joint should be a minlmum of :VB" deep and make full contact with bon the rev whdc and stnlcharal upaning surfaces. Sill-ne caulk should be forced Into joint or campresssd to assure full contact on both —faces are to expel any airix> kets. OIS20SURE STA[(,yl Gtil STMON TON' this aoc„ment Is u, e property of Siloam- Windows, which fFNS FINISH: Dimensional Tolerances ,,. a DRAFW e loins ail proprietary and otherrights to Its aibject matter. _ _ UnjySLQL1E+1Ae ac-fad T.D,I This document Is provided to the reeiPlent on the expressea 10Y 1 (: c,:hralt A,— CtIECKEI ondtkm that it is not to be disclosed reprod.ced'in whole c, pola.,!wrv, WV 25415 part, nor used in conpnetion witn the design, ni—fectore or Decimals Angles --------- repair aT goods for anyone other Loon `;rmmtan w'naows S Zip. HEE7: AFPR 0 wilnout its consent. This restriction does not rmit the g-F-ACE Afl IN A 3 .03 FIT I of I ecipents dgnu to "till:. inlormotion centainea n rob .xx 1 .01 0' 30 met. SERIES, downxnt ahian is prapedy obtained from another source. ,u<u a ,X%x 3 .005 _ 43-50 DOUBLE HUNG REQUMEpD I NSF ECTR IsP# i .IfD'm; } ID1 il TCa 1 1Llf 1 iN'I j I t1 nffi max rus ecti®n IlDescrtibn. Footer / SetbacTc Stemwall i Foundation / Form Board. Survey Slab /' IVf-onoSlab- Pre our Lintel / Ti'e Beam / Fill / Down Cell Sheathing 47 V- all's- Sheathing ' Roof Roof Dry In Frame' Insulation Rough In Firewall Sa'rew Pattern Drywall / Sheetrock Lath Ins : e6,tonFinal Solar i 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 1 Final Demo j Final' Single !Family; Resid'encet Final. Building Other 1 I i DN SEQUENCE. i MiIln max Ems e'cifi®ffi IIDescri flonn Electric. Underground Footer /' Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final MIlffi i i H:L)i*IYA7naL:.:t'°S!f'it.:'cr• "t:SKti{ tly's 7",'ii xna- E.in... Tit tC . Mai{. lmsl a dom Desch n24n®ffi Plumbing Underground Plumbing Sewer. Plumbing Tub Set Plumbing Final I I I IL' i;l Yi1:(Y1.V:4Y,:tU iJL:t,CI401vu.LL LL . MIlffi Marc. Hnsec ionn ]IDescldRt®ffi Mechanical Rough Mechanical. Final I P Mim max I IIIlS e>rIl.®IlIl. J(Des ICIl itIl ffi Gas Underground Gas Rough Gas Final RIEVISIM June 2014