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Home My WebLink About339 San Lanta CirD JUL 0 6 2015 LBy: CITY OFSANFORDYIL- <iG &FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 113so Job Address: 339 JAN LApif& C,(L, A'N FURS Historic District: Yes ElNo.R Parcel ID: -- L - 31 - - O p ResidentiaLE Commercial Type of Work: New Addition Alteration Repair[N Demo Change of Use Move Description of Work: _=NSTAL_L CU Srg>-AVL P U(? -0l4-4 S Ek) l'r N'0 1 F R c N -t- zD o 0 2 Plan Review Contact Person: N A IZk P ArRt Title: G F k , CUA1l' . Phone: H_21_147—o9 05 Fax: Email•_UFFIce kCCp GoµPi4NY. co -1 Property Owner information Name S,4SSeb h'• R.t7P -r1 ES L_L-C Phone: 90-7- S9S-- 9--2_731 Street: ( J. U • Q tx to 2) Zt5 Z Resident of property?: _ NO _ City, State Zip: Q V I F_t U, 1_ 1a-'767_ Contractor Information Name (' QU),rTKYtufiUNS' -y t:U T,t 1C, Phone: _4n7 -lqt4 "7 • O 9 O S Street: 44- at 1v l ST #1 -7 Z. G Fax: I. Sad -,Z33_ 03 3a City, State Zip: SX -7 7 Z State License No.: G Sc- 12 S y 7 33 Architect/ Engineer Information Name: Ig -/Pr Phone: Street: City, St, Zip: Bonding Company: til/f} Address: 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. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that. a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Codee/ J S-9 Revised: lune 30, 2015 Permil Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 i 13 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 tite 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. 7/6/2015 Signature of Otvner/Agent Date Sasso Properties, LLC / Nicholas Sasso Print Owner/Agent's Name 1 ignature n otaryStatc o F orido DIC 4vr Notary Public State of Florida Stephanie Zlajka My Commission FF 195984 ort~ Expire 02/04/2019 1 o to ttoMeor Produced ID _ Type of ID Signatur of ContractorlrAAgent Date M&Rk ':P4z'tZlc _ Print Contra ciodAgenI's Name 1 CLAt% C. 't' o.Sl• sni• 7—G —t S Signature of Notary-Sla o'Florida ^ Date NANCY PALMIERI MY COMMISSION f FF 047086 EXPIRES:Uecem r20,2017 df,., OFf,.& BorAdllw6 Jtary$ervius Contractor/Agent is Personally Known to -Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 1 ' S UTILITIES: WASTE WATER: ENGINtERING: 7I FIRE: BUILDING: COMMENTS: DK 'b )),S+a(( I l w ina-Dos OVId 0_VL'L qtr. Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,f FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2244 Date: July 14, 2015 Contact Person: Contact Fax Number: Contact E-mail Address: office6kedcompany.com Project Description: Windows/Door Job Address: 339 San Lanta Cir The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: Please reference the Window/Door Submittal Checklist 1. Two (2) copies of a floor plan of the home is required, showing the exterior walls and all window/door locations. Please indicate the size of each window and door that will be replaced. FBC 107 2. Please provide two (2) copies of Florida Product Approval that have been approved under the current 2014 Florida Building Code for the door and windows. FBC 107 3. Please provide two (2) copies of manufacturer installation instructions that have been approved under the current 2014 Florida Building Code for the door and windows. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.florey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 1- 41L G Countrywide Construction Development Company, Inc. 401 E. 1St Street, #1726 Sanford, FL 32772 407-947-0905 Phone License #CBC 1254733 1-321-233-0330 Fax countconst@icloud.com Contract for Services Date: July 6, 2015 Customer: Sasso Properties, LLC P.O. Box 621202 Oviedo, FL 32762 Job Address: 339 San Lanta Circle Sanford, FL 32771 Scope of Work: Install 11 windows and 1 front door. Labor only. Customer to purchase windows and door. Total: $1,350.00 7/6/2015 Nick Sasso Date t l t MAc Patrick Date 1 S A, ar-Tate NINDOIVS & DOORS CusCode Order# 004746 304985 Sold To: SASSO PROPERTIES,LLC P.O. BOX 621202 OVIEDO, FL 32762-1202 Solar-Tite, Inc. 237 Power Court Sanford, FL 32771 407) 834-2718 Order Date Request Date Ship VIA 2015-05-12 Install Type Job Info: None PICK-UP j d- 13) 3 3 B - S/d(P STAGING ORDER DoPO? Sales Tax Purchase SEMS Cust Phone# Cust Fax# Sales Person Job Contact Job Phone 407) 687-4557 (407) 792-2601 DAVID R TINNY Subdivision PICK-UP Line# Qty Full Description for [tem Room 10 2 MIWD FIN 48 1/2"X37 3/8" 1/13540 Single Hung - Vent - 1 Units - 48.5W x 37.375H*** DIMENSIONS ***48.5W x 37.375H, Sash Split BCMR - Even, 18.6875"*** FRAME Vinyl, Frame Type - Fin, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint - Clear, Low -E, Glass Strength - DSB*** SCREEN ***Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - No*** WRAPPING ***Extension Jambs - None, J -Channel - None*** NFRC ***Series 3540::SingleHung, U-Factor::0.34, SHGC::0.31, VT::0.57 7----------------------------------------------------- 20 1 MIWD FIN 48"X37 3/8" 1/13540 Single Hung - Vent - 1 Units - 48W x 37.375H*** DIMENSIONS ***48W x 37.375H, Sash Split BCMR - Even, 18.6875'*** FRAME ***Vinyl, Frame Type - Fin, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint - Clear, Low -E, Glass Strength - DSB*** SCREEN ***Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - No*** WRAPPING ***Extension Jambs - None, J -Channel - None*** NFRC ***Series 3540::SingleHung, U-Factor::0.34, SHGC::0.31, VT::0.57 4 30 2 MIWD FLG TTT 52 3/4"X62 3/4" 1/13540 Single Hung - Vent - 1 Units - 51.75W x 61.75H*** DIMENSIONS ***51.75W x 61.75H, Sash Split BCMR - Everi, 30.875'*** FRAME ***Vinyl, Frame Type - Flange, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint Clear, Low -E, Glass Strength - DSB*** SCREEN ***Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - No*** NFRC ***Series 3540::SingleHung, U-Factor::0.34, SHGC::0.31, VT::0.57 40 1 MIWD FLG TTT 52 3/4"X38" 1/13540 Single Hung - Vent - 1 Units - 51.75W x 37H*** DIMENSIONS ***51.75W x 37H, Sash Split BCMR - Even, 18.5"*** FRAME ***Vinyl, Frame Type - Flange, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint Clear, Low -E, Glass Strength - DSB*** SCREEN ***Screen - Half, Screen Mesh Type - 1 of 2 . 5/12/2015 6:52 PM Linea# Qty Full Description for Item Room Charcoal Fiber, Screens Packed Separately - No*** NFRC ***Series 3540::Sin0eHung, U-Factor::0.34, SHGC::0.31, VT::0.57 50 5 MIWD FLG TTT 36 3/4"X38" 1/13540 Single Hung - Vent - l Units - 35.75W x 37H*** DIMENSIONS ***35.75W x 37H, Sash Split BCMR- Even, 18.5"*** FRAME ***Vinyl, Frame Type - Flange, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint Clear, Low -E, Glass Strength - SSB*** SCREEN ***Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - No*** NFRC ***Series 3540::SingleHung, U-Factor::0.34, SHGC::0.32, VT::0.57 60 1 MIWD FLG TTT 36 3/4"X25 3/4" 1/1 OBS TEMP 3540 Single Hung - Vent - 1 Units - 35.75W x 24.75H*** DIMENSIONS ***35.75W x 24.75H, Sash Split BCMR - Even, 12.375"*** FRAME ***Vinyl, Frame Type - Flange, Exterior Color - White*** GLASS ***Glazing Type - Insulated, Glass Tint - Clear, Low -E and Obscure, Obscure Placement - Full, Tempered Location Full, Glass Strength - DSB*** SCREEN ***Screen - Half, Screen Mesh Type - Charcoal Fiber, Screens Packed Separately - No*** NFRC ***Series 3540::SingleHung, U-Factor::0.34, SHGC::0.31, VT::0.57 70 1 Thank you for your Business! 2 of 2 5/12/2015 6:52 PM MI Windows And Doors 850 West Market StLNV—C Gratz, PA 17030 3540 SHNINYL/No Grids National Cour ilO Panel 182: Lite-1:(1/8",Clear,LOE,Annealed); Llte-2: Rating Councilo9 (118",Clear,NONE,Annealed); 481/2 X 371/4 MEI•Ade46770.00001 Individual products may be subject to variation In performance ENERGY PERFORMANCE RATINGS U -Factor (U.S./I-P) Solar Heat Gain Coefficient 0.33 0.32 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance Air Leakage (U.S./I-P) 0.57 <= 0.3 Manufacturer stipulates that these ratings conform to applicable NFRC procedure for determming whole prod: in performance. NFRC Ratings are determined for a tiled set of environmental condltlons and a specific product size. NFdC does not recommend any product and does not warrant the suitability of any product for any specific. use. Consult manufacturer's literature for other product performance Inrormatlon www nfrc.org Pert Grade DP (ASD) DP (ASD) Water LC -25 25.08 23.06 8.08 Max Test Size Ne—po--rtv Florida ID 52.13 X 84.00 B0319.01.10941741:0 12250 Ratings are for Individual windows and doors only. For Information regarding mulled or stacked units, please contact your sales representative. POS and Neg DP limited by unit test size. Tested to AAMANVDMA/CSA 101/I.S.2/A440-05 Glass According to ASTM El 300. For additional Information regarding Installation Instructions, please visit www.mlwd.com. 121373393.1.1.1 Printed an efY0fY016 3:33:10 PM RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER kc.- D t7-7 W A SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO.BEA Tl IF= WGRI(ANE) NGT AS AUTHORITY TO VIOLATE, CANCEL, -ALTER OR SET - ASIDE ANY OF THE PRQV CODES NOR SHALL ISSUANCE OF A PERMIT PREVENT T4 BUILDING OFFICIAL FROM THEREAFTER I A -L)HhtL;J lUIq Uf CONSTRUCTION OR VIOLATIONS OF THIS CODE o J_ tit NLDI SANFORD t- 7- 11 1 soil Page 1 of 3 wlk—.. it vv Fb0 Dep rVWtj BCIS Home I Log In user Registration Hot Topics ( Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map I Links I Search Busines Pr'I@USER:product Approval ofessi Public User Regulation Product Aonroval Menu > Product or Aoolfcation Search > Application List > Application Detail FL # FL4904-117 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option A 7/16/2015 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL # Model, Number or Name I Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. Page 2 of 3 Certification Agency Certificate FL4904 R7 C CAC NI006110.0l.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0128.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 504A.pdf Created by Independent Third Party: Yes 4904.2 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 503A.pdf 3'-0" x 8'-0" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0128.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.Ddf 12'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 I Units Wood -edge Steel Side -Hinged Door 18'-0" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance Is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. Certification Agency Certificate FL4904 R7 C CAC NI006110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.pdf Created by Independent Third Party: Yes 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.pdf 7/16/2015 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. Page 3 of 3 Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0129.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.odf Created by Independent Third Party: Yes 4904.6 I Units Wood -edge Steel Side -Hinged Door 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. Certification Agency Certificate FL4904 R7 C CAC NI006110.03.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0130.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.Ddf Created by Independent Third Party: Yes 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.pdf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to 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: a0®--- Credit Card t-j+SAFE 7/16/2015 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADIIERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: Trcr nrcnPlDmnN nrClr N4TInN RFCI II T SELF .GNgMON TEMP ASTM 01929 740 'F > 650 RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.507. DIFF COMPARATIVE TENSILL SIKLNGIH AI ItK WtAIhtMN6 4500 HOURS XENON ARC METHOD 1 r7l® ®® 0® SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SIIEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 149" MAIL OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH MAX. W/ASTRAGAL FRRAMEAME WIDTH ppoo N JC = 0 w Z - m = Lu a. DOUBLE DOOR UNIT W/SIDELITES AddeDdun00 Ced5cmw ND.: o 6 - 2 y FWmed By 44,2 Date Reviewe3 sZ. SINGLE DOOR 'UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELRE KURT BALTHAZOR FLORIDA P.E. 456533 a - cc 00 O o 0 J z s0 Lu OQzOU U-) U O V) W SCAM' N.T.S. DWG. BY: SWS CHK. BY: OF SEE DETAIL c„ 6" SEE DETAIL _6" E" 3" 1 II I 6" 6" _I 6.. 6 II I OPTIONAL DECORATIVE INSERT U a SEE 3„ Y J i B w B X 1-1/2' PHS A d 0 DOW 995 1 '• EXTERIOR TYPICAL GLAZING INTERIO DETAIL I I II 1 ` 6" 6 iO .0 o IG (1/8' TEMP. GLASS) w OPTIONAL DECORATIVE INSERT U a SEE N Y J Q w w B X 1-1/2' PHS d 0 3' I 3" 3 3. 3" 3„ 3„ — 1 I- 71 6" SEE DETAIL 6- r 8 x 2-1/2" # 10 x 2" #8 x 2-1/2" 10 x 5/8" 8 x 2-1/2" #10 x 1" o # 10 x 5/8" # 10 x 3/4" 10 x 2' DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D"DETAIL "C„ STRIK FRAME AS SHOWN. TYPICAL Adtdrn tD NAW 0.962"{ Ca fWmNo- L6 Z/ 1.375" RevieNed g)'• Date Reviev23 a,LJ T T INSWING THRESHOLD OUTSWING—HRESHOLD 0 N ui 6" EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGHii;"FOR A 1.375" THROW DETAIL "T'" ASTRAGAL SCALE: N.T.S. DWG. BY: sws CHK. BY: DRAWING NO.: OM-MA-FLO128-05 sHEEr 2 of 3 IG (1/8' TEMP. GLASS) DOW ggg OPTIONAL DECORATIVE INSERT ALUM, STEEL ORR BUELITM SPACER 1/2' BITE X 1-1/2' PHS DOW 995 1 '• EXTERIOR TYPICAL GLAZING INTERIO DETAIL SCALE: N.T.S. DWG. BY: sws CHK. BY: DRAWING NO.: OM-MA-FLO128-05 sHEEr 2 of 3 SEE DETAIL C" SIAT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUS- BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LOS. 3 —1 r C 6" 3 r mill w U L SEE DETAIL cn "D" SHT. 2 J W T 1IS" 6 T, I IIIII— 6" 6' IIII I SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. I II G H 1 II 111 B I 3" --I 3.6 6" 6` WAAn1AIAP17 Crwrnl II F I r 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1.510" MAX SHIM CL --I I— s •: TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.2N" a MAK— " SHIM CL —I I— TYPICAL MASONRY ANCHOR INSTALLATION AOmwouwi Cea*Abn m.: mewed by. DateReviewes__ L,. N.T.S. IDWG. EY. SWS CHK. BY: Of Florida Building Code Online Page 1 of 4 a ' •tis q'1f ,°.•: . 1 I .. ' 1, 7 li t.`1L to .kl _.y ; yr{" ry ..... . y v 1 •` . 1 tiF.iii T uld tiAN•'1d Fk!l a fkxmentif aclS Home ; Lop In i Use, Registration Hot Topics Submit Surcharge i Stats &Facts i Publications 1 FBL Staff i Bas Site Map ; links i Search i3usines ""] Professional ] ussx PubicUseroval Regulation M+ +r+> ri+ti1 1: Product ADDrOyAl Menu > Product or AR211casipn Soirch > Apollcation Ust > Application Detail no. iRI a FL # FL17676-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 06/17/2015 Archived p Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Category. Gratz, PA 17030 Subcategory 717) 365-3300 Ext 2560 Compliance Method bsitlinger@miwd.com Authorized Signature Brent Sitlinger Validated By bsidinger@miwd.com Technical Representative 06/17/2015 Address/Phone/Emall 06/17/2015 Quality Assurance Representative Address/Phone/Email 06/27/2015 Category. Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE CEJ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) ,Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/17/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/27/2015 Date Revised 07/14/2015 http://www.floridabuilding.org/pr/pr app _dtl.aspx?param =wGEVXQwtDgvFGYZsjrZFR... 7/14/2015 Florida Building Code Online Summary of Products Page 2 of 4 FL # Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APG 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 RO li Install - 3540 SH 36 x74 FIn.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 13540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL17676 RO C CAC APC 3540 Fin 36x84.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 RO II install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ; No FL17676 RO C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35 FL17676 RO It Install - 3540 SH Fin 40x66,2, Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration, Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other. R-PG40 FL17676 RO It Install X540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35 FL17676 RO II Install - 3540 SH Fin 44x72.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL176767676 RO C CAC APC 3540 Fin 44x-84.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 RO Ii Install - 3540 SH Fin 44x84.udf Verified By: American Architectural Manufacturers Association http://www.floridabuilding.org/pr/pr app—dtl.aspx?paratn=wGEVXQwtDgvFGYZsjrZFR... 7/14/2015 Florida Building Code Online 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 Page 3 of 4 Created by Independent Third Party: Evaluatlon Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate FL17676 R-0 C CAC APC, 3540 Fin 7,,a&j& Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions X676 RO ii install - 3540 SH Fin 52XO4.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 Finless Frame Limits of UseCerti£catlon Agency Certificate Approved for use in HVHZ; No FL17676 RO C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 RO 11 08-01252A 511854A.odf Verified By; Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reoorts Created 17676.9 13540 SH 36x84 Flnless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation instructions Other: LC-PG40 FL17676 RO 1I 08-01372 511989.ndi Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RO AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APC 3540 FIS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressures +35/-47 Installation Instructions Other: LC-PG35 FL17676 RO II 08-01247A 511849A.ndf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RO AE 511849A 3540 Fls44x72.udF Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Flnless Frame Limfts of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 RO C CAC APC 3540 FLS 48x96.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 Ft.17676 RO It 08-01371A 511988A.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RO AE 511988A 3540 FLS 48x96 odf Created by Independent Third Party: Yes Jo 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Finless Frame Certification Agency Certificate FL17676 ROC CAC APGr5g0 FLx62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 RO II 08-0220513015.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 7/14/2015 Florida Building Code Online Page 4 of 4 Buck Nmt Contact tis :: 1940 North Monroe Street. Tallahassee FL 32300 Phone: 850.487-1824 The State of Florida 15 an AAMEO employer. Convdoht 2007.2013 State of Florlda.:: P_rivacv. statement :: ACcessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -mall 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, dlcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for Official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emar address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click j)=. Product Approval Accepts: security.mvi a•> m http://www.floridabuilding.org/pr/px app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 7/14/2015 FL17676 RO AF 513015 3540 FIs 5 x62.pdf Created by Independent Third Party: Yes 17676.13 13540 SH 52x72 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 RO C CAC APC 3540 FLS 52x72 ldf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17670 ROIiOS -02270 513016.DdF Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RO AE 513016 3,540 Fig 52x72.udf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 Certification Agency Certificate FL17676 RO C CAC APC 3540 FLS 52x84.[). if Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 RO I1 09-01514 512141 odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 RO AE $121413540 FIs 52x84.ndf Created by Independent Third Party: Yes 17676.15 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressures +35/-50 Other: LC-PG35 Certification Agency Certificate FL17676 RO C CAC APC 3540 Cl-fs Fin 1 O8x74 odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions X17676 RO It Install - 3540 SH CHS Fin 108x74.pd Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Buck Nmt Contact tis :: 1940 North Monroe Street. Tallahassee FL 32300 Phone: 850.487-1824 The State of Florida 15 an AAMEO employer. Convdoht 2007.2013 State of Florlda.:: P_rivacv. statement :: ACcessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -mall 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, dlcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for Official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emar address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click j)=. Product Approval Accepts: security.mvi a•> m http://www.floridabuilding.org/pr/px app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 7/14/2015 ELEVATION 2:" 2" typ. d 52- 2 I I max 2" typ. T 8' O.C. max aCO jet&' ALL FC d ---..... ...... ....... FLASE BY DTH Anchor, See Section De• HEAD DETAIL Min Edge 7/16" % WHICH r2' FRONT SHEATHING JAMB DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING.• SHIM AS REQUIRED Notes: 1. Installation depicted based off of structural test report If 80319.01-109-47, specimen /l. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frame Width. Tapered or partial width tucks are not allowed. Wood buck shall be secured to the structure to resist an design foods. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4 Permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the 6 X 1-5/8" SCREW (SHOWN WITH I' SHEATHING) design pressure claimed. For window MUST ACHIEVE 1-1/4" PENETRATION sizes smaller than shown, locate INTO STUD.s fasteners 2' from comers and no more than 8' on center. Design pressures of smaller window sizes are limited to that SILL DETAIL of the test window. EDESIGN PRESSURE CHARTNERTYPEANDSPACINGSHOWNWILLALLOWDESIGNPRESSURESUPTO +25/-25 UNITS UP TO 52" x W EST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Mi M INSTALLATION INSTRUCTIONS V.M.R. .3/3/093/ 09 FASTENER SCHEDULE — FIN— oma DAM Windows & Doors 3540 Single Hung — Oriel NONE 1 1 Gratz, PAam N0 FIN3540-3240 SH L- 52" MAX. FRAME WIDTH 4" MAX. ANCHORS TO BE f EQUALLY SPACED, SEE ANCHOR CHART SHEET t FOR UNIT SIZE AND ANCHOR QUANTITY O 84" MAX, FRAME HEIGHT X 4' MATX, I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DEStGNPRESSURERA77NG IMPACTR477NG f25PSF NONE TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS RENSf011$ FEV MCWTRN! WE waaovEo NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREQUIREMENTSOFTHEFLORIDABUILDINGCODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGOR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FORWOODANCHORCALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH RF -104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS R QUIREO FOR THIS PRODUCT IN WINDBORNEDEBRISREGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIMSTACKTOBE1/4", 10)FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. l t) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 98 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHSPECIFIEDBELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER), SIGNED: 04/24/2012 DOORM656WESTMRETSTREET GRANTZ, PA 17030-0370\,J.GEks,9Ni S11Rtilt r0/,` i SERIES 3540 FINLESS PVC SINGLE HUZ* 4.TAT STEEL REINFORCED - NON—IMPACT 5=, A_ ELEVATION, ANCHORING LAYOUT AN OF kr V.L. 08-01514 f NTS arE 04/09/12 SHEET OF],''sl lj(Aj 2X eUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE SET IN BED OF 1/4- MAX. APPROVED SEALANT SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SELANT LREV I OESCRIPRON DATE avPROVEO 1 3/16" MIN. 1/4- MAX. EMBEDMENT SHIM 8 WOOD SCREW INTERIOR n, 2X BUCK/WOOD FRAMING By OTHERS. 2X BUCK TO . EXTERIOR I INTERIOR BE PROPERLY SECURED l.C SILL TO BE SET IN l BED OF APPROVED CONSTRUCTION ADHESIVE FLANGE TO BE 1/4" MAX, SET IN BED OF SHIM APPROVED SEALANT \ 2X00D FRAMING JVERTICAL CROSS SECTIONBYOTHERS,THERS. 2X BUCK TO BE PROPERLY SECURED 2X8flCKTWOODFRAMwGWSTAATToN' EXTERIOR FLANGE 70 8E' SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X SUCTUWOOD FRAMING WSTALLATTON NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. M650' WEESOTW AND 11 ARKETNDS STREETS GRANTZ, PA 17030-0370 55R 10f rl v NC,EMs (p SERIES SERIES 3540 FINLESS PVC SINGLE HUNG WINDOWVTSTEELREINFORCED — NON—IMPACT 52" X 84" oINSTALLATIONDETAILSOF 0. i CQR10A • aRawN: DMc NO. REV V.L. 08-01514 i Ss aNAl• G` If 111115uuNTSIWE04/09/12 2 OF 3 MASONRY/CONCRETE BY OTHERS 1/4" MAX. OPTIONAL 1X BUCK BY e• , OTHERS. 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 FLANGE TO BE 1/4" MAX. SET IN BED OF SHIM APPROVED SEALANT HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT FLANGE TO BE SET IN BED OF p APPROVED SEALANT OPTIONAL 1X BUCK I c- ° OTHERS. 1X BUCK i0 BE PROPERLY SECURED. SEE NOTE 3 SHEET i VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. SHIM RCIAWNS REV DESCRIPOON I047E MVROvEO 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM MASONRY/CONCRETE* FFLAAaNNlGjlE BY OTHERS T- TERIOR 2 5/8" MIN. EDGE DIST. OPTIONAL 1X BUCKBYI ERIOROTHERS, 1X BUCK TO BEPROPERLYSECURED. SEEBE NOTE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. BY OTHERS NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 52" X 84" INSTALLATION DETAILS OR4wN• ND. V.L. T08-0151 a - SGEE NTS I D4TE 04/09/12 SNEEi3 OF 3 O` 9t R! 1LIo1 4i 9 M.-TATivo Uz LOR10A• ``` 160NA 'E\\N REQUIRED INSPECTION SEQUENCE BP# ' 1 5 0 L-1 Lf Address: 593 S+'N L^t-moi BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building 10 Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial - New Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMIT Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2 Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final - MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final