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1313 Olive Ave 17-1564; WINDOWS & DOORSL i1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 lD L4 Documented Construction Value: $ ("66 a 0-0 Job Address: / 123 j'j l 'Ve- AV e- 1 -C wal Historic District: Yes No Parcel ID: 3 5 - 1 '? "' 0 - S Aa;. b C cn a 63 ":7 S — Residential 0- Commercial Type of Work: New Addition Alteration Repair Demo U Change of Use Move Description of Work: ' Plan Review Contact Person: t 1 1rGJ1rs"'b_:3 6 l'l&4 Title: C` V'*0-,&W-L Phone: -3 112 aZ L 7Fax: Email: irl CwSj,Nag _Iao Q q ltc i Property Owner Information Name 6Y .; i•Phc lead .(-.g.7-. 7 5 2 Street: Resident of property? 61titt City, Stap rg, n Ji J t a' u'3Rkgk3 ' r"A s Contractor InfQri r A n T Name 1 V ` aA LL Phone: ; 1- 316 — 2C/ 7'7 Street: / 2-1 W I qd S't' Fax: City, State Zip: 1 413- State. License No.: CJ3C 12S 12 S- ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i A . a NOTICE: In addition to the requirements of this permit, there iiaay 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 considere; 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. 1 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. I 0 V Z'01 3, oi SignatureofOwner/Agent / ate i Signature of Contractor/Agent Date 6 Pr t O er/Agent's am j Prin/Ulctractor/Agent's N e i u of M&W- ot a m SHANJEf?CW JOHNiON I Signature ' Nn r Notary Public - State of Florida } r•i r" ;nZ. ANNETTE 9LAND Commission # ¢ G 029868 =Notary Public -Slate of Florida ar. My Comm. Expires Sep 13, 2020 Commission #GG 060623 h"lots". - y1 V " ql'1. :r nlfl-C Jan 15. 2018 .. it ner/AgenC is Personally Knowo to Me or r Contractor% Agedt is ` Personally Irno'MA Me or Produced ID Type of ID . Produced ID Typo of ID T ( k - 00- Sit - n - O W. OS 11 'zV BELOW IS FOR OFFICE USE ONLY Permits Required: Building K Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 6 -r9- 17 -q::- Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# C 7 - I sG-4 BUILDING PERMIT Mtn Max Insection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building p 9cTc7 Final Door cooFinal Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: 1'3,'3 LtvP E ECp'RJCk P1ER10!V4T min Maas Ins eetion Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final Min Max Inspection Descri lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Marx Ins ection Descri Lion Mechanical Rough Mechanical Final min I Max Gas Unde Gas Roug Gas Final REVISED: June 2014 CITY OF SANFORb BUILDING AND FIRE PREVENTION DIVISION D,k` 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1564 Date: 06/01/2017 Project Description: Windows/Door Contact Name: Marshall Pollard Job Address: 1313 Olive Ave Contact Email: MarshallPollard42(&gmail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of an exterior wall floor plan indicating the location and size of all windows & doors. The floor plan can be hand drawn must be legible. FBC 107, Submittal Guidelines Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- POLLARD,S CONST. INC 129 WEST 19TH ST APOPKA ;FLA CBC 1251257 321-310-2977 TO MR. ASTON TAYLOR 1313 OLIVE AVENUE SANFORD FLA 407-687-6785 THIS AGREEMENT BETWEEN POLLARD,S CONST. AND MR. AUSTON TAYLOR GIVES, WHAT WILL BE DONE AND THE AMOUNT. ON THIS 29TH DAY OF MAY IN THE YEAR 20-17 . WE AT POLLARD,S CONST. WILL FINISH THE HANGING OF THE TWO EXTERIOR DOORS AND FINISH THE WINDOWS BY ADDING MORE FASTNERS AND CORKING PROPERY THE WINDOWS AND DOORS. FOR A FEE OF $650.00 - DOWN PAYMENT $325.00 , PERMIT WILL BE APPLIED FOR ON TUES , THE 30TH OF MAY IF THE PROPER PAPERS ARE ALL SIGNED. OWNER-ADJENT Hallmark® Certificate of Conformance and License (CCL) Pella Corporation 102 Main Street Pella, IA 50219 Mfr ID: 411 - For more information visit www.amscerf.com Website: TEL: 641-621-3820 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 411-H-1462.06 Pella 250, Non -reinforced, 1 lock, new construction 101/I.S.2/A440-11 Class R-PG35; Size tested 1016mm 1600mm C9414.01-501-47 12/18/2013 8/6/2021 frame 1016x1600mm (-40x63in); DP 35/-35psf; Water Pen. Resist. Test Pressure = 330Pa 6.90psf); Can. Air Infil/Exfil. Level = A2 411-H-1462.07 Pella 250, Non -reinforced, 1 lock, new construction 101/I.S.2/A440-08 Class R-PG35; Size tested 1016mm 1600mm C9414.01-501-47 12/18/2013 8/6/2021 frame 1016x1600mm (40x63in); DP 35/-35psf; Water Pen. Resist. Test Pressure = 330Pa 6.90psf); Can. Air Infil/Exfil. Level = A2 r WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating By. .; : ,, ` Joan McFee, C:er7iticarior? Mgr, tIVV "A Hallmark manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s)facilities, Program Sponsor: Program Administrator: quality control procedures, methods, and processes of Licensee have been inspected by WDMA, Window and Door Manufacturers Assoc Administrative Management Services, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 100 West Main and are subject to regular follow-up inspection and test. It is further certified that samples of the Chicago, IL 60611 Sackets Harbor, NY 13685 product set forth above were tested and found to comply with the standards. TEL (312)673-4828 www.wdma.com TEL (315)646-2234 staff@amscert.com WD-20 10114109 Wednesday, January 29, 2014 Page 1 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006115.01 1955 Powis Road Certification Date: 07/29/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Specification: TAS 201/202/203/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at waaw,Naniicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2.86 psf Yes NCTL-210-1864-1,2,3,4 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0132-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-1861-1,2,3,7,8,9 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-F1..0132-05 XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NC'l'l_-210-1905-1,2,3,4,5,6 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0132-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-1905-1,2,3,4,5,6 Double Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-F1..0132-05 XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-1905-1,2,3,4,5,61 Single w/Sidelite Glazed Sidelite Sidelite-No Maximus, Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x WK Anchor Detail-MA-FL.0132-05 XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-1905-1,2,3,4,5,E Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0132-05 OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL.-210-1905-1,2,3,4,5,6 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0132-05 OXO O/S Opaque Door 9'0" x 6'8" 55/-55 8.25 psf Door -Yes NCTL-210-1905-1,2,3,4,5,E Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'V/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0132-05 OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes NCTL-210-1905-1,2,3,4,5,6 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8- Anchor Detail-MA-FL0132-05 OXXO O/S Opaque Doors 12'4" x 6XI 55/-55 8.25 psf Doors -Yes NCTL-210-1905-1,2,3,4,5,6 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0132-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, V 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Page 1 of 1 RECORD COPY JUN 14 2017 Print Friendly REVIEWED FOR CODE COMPLIANCE 5 PLANS EXAMINER t4-t1 DATE SANFORD BUILDINa DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY -OF THE PROVISIONS OF -THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE http://parceldetail.scpafl.orgIFootprintPage.aspx?PID=3519305AJ0000037B&BLDGNO=... 6/14/2017 Florida Building Code Online http://www.floridabuildincy.org/pr/pr—app_dtl.aspx?paramw... s eCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FSC Staff l3CIS Site Map Links Search n"n Product Approval11USER: Public User Product A.ppro,al -0e- > Prod-t or A.pphcabon Search > Application Lift > Application Detail FL a FL4940-R7 Application Type Revision Code Version 2014 Application Status Approved n Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A 06/01/2015 06/03/2015 1 of 3 05/30/2017 11:17 AM Florida Building Code Online http://www.floridabui]ding.or-/pr/pr app_dtl.aspx?param=w... Date Approved 06/06/2015 Summary of Products FL # Model, Number or Name Description 4940.1 Metal -edge Steel Side -Hinged 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, do not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO132-05 for additional information. 4940.2 Metal -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 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, do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0132-05. 4940.3 Metal -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/-48.3 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, do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = +/- 48.3. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0133-05. 4940.4 Metal -edge Steel Side -Hinged Door Units 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, do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO134-05 for additional information. 4940.5 Metal -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +43.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and 6'-8" Opaque I/S and O/S Single Door Certification Agency Certificate FL4940 R7 C CAC NI006115.01.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0132.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE_504B.pdf - Created by Independent Third Party: Yes 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4940 R7 C CAC N1006115.01.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0132.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE 502B.pdf Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4940 R7 C CAC N1006115.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0133.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE 5016.1)df Created by Independent Third Party: Yes 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4940 R7 C CAC NI006115.03.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0134.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE 502B.pdf Created by Independent Third Party: Yes 8'-0" Glazed I/S and O/S Door Certification Agency Certificate FL4940 R7 C CAC NI006115.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4940 R7 II FL0135.pdf Verified By: National Accreditation & Management Institute 2 of 3 05/30/2017 11:17 AM Florida Building Code Online r' http://www.floridabuildino,.org/pr/pr_app dtl.aspx?param=w... where pressure requirements as determined by ASCE 7, do not Created by Independent Third Party: exceed the design pressures listed. 6-0" x 8'-0" max nominal i Evaluation Reports size. Max DP = +43.0 / -45.0. When large missile impact FL4940 R7 AE 501B.Ddf resistance is required, hurricane protective system is required. I Created by Independent Third Party: Yes See installation drawing DWG-MA-FLO135-05 for additional information. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. *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: M L ` Credit Card secllrli.) hiETk1CSe 6.nLmtis,„', .... 3 of 3 05/30/2017 11:17 AM MIN SIDE -HINGED METAL -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING 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: TFCT nFCrPIPTIn AI nFCir Id ATInN RFCI II T SELF IGNITION T A 0MD'F RATE OBURNING ASTM D656.77 IN MIN5 DENSITY SMOKEFASTM D2843 13.4% TENSILE STRENGTH- ASTM D638 7.50% DIFF COMPARATIVE 1LNSILL SIRLNGIH AHLK WLAIHLNINO 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 1ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS 149" UAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D. L.O. - PANEL WIDTH 37.5" MAX. W/ ASTRAGAL FRAME WIDTH cp N O m J = W W o_ KONI- 14M000: Ad* dnIoNAM CBf1111p6pIN0.: NI oo 6"I 5 t SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 76.0 -76.0 76.0 -76.0 19.0 --1 55.0 -5 0 XX 74 55.0 -5.0 5.0 -55.0 19.-19.0 55.0 -555..0 OX or XO 75 55.0 -55.0 55.0 -55.0 19.0 19.0 55.0 -55.0 OXO 112.5 55.0 0 5555.0 0 55. 0 -55.0 OXXO 55. 0 -55.0 5.0 19.0 55.0 -55.0 r i KURT BALTHAZOR FLORIDA P. E. 5653i rk " LIOZ 0 £ AV L0 c O p O J cz Z E)_ U w _ F U V) M25 OF 32 SE. EE DETAIL 3" J T'If lfl` " 3" 13" 6 3" SEE DETAIL C" 1 I- 3 i 6" I I I 6 3" OA --- B AOe 6" 3" 3" 73" d3- 6. _ 6" SEE DETAIL F" 0 N W a W U a SEE DETAIL V D" r 0 w w w g w O vi v G 1- 3 8 x 2-112" # 70 x 2" #8 x 2-112" 10 x 314" 8 x 2-112" #9 x 314" O # 10 x 314 # 9 x 314" 10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1.375" INSWING THRESHOLD 0.962"` T OUTSWING THRESHOLD 6" EE DETAIL C" Ad*dum to NAN CertRevificationNo.:. NZ oo sii HB1'IQ1t1l: Z 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL T" ASTRAGAL IG (1/8" TEMP. GLASS) DOW 832 DECORATIVE INSERTOPTIONALRBUTYLALUM, STEEL BUTYL SPACERAL 1/2" BITE 6 X 1-1/2" PHS yid`'? DOW 832 Q(TERIO INTERIOR TYPICAL GAZING DETAIL CC Ln Do OU p Q Lo cy- J F=" cr O C a c< Ln = Z Ln Q U) W a: 4 N U a ATE: 7/25/05 SCALE: N.T.S. No. B+: SWS HK. BY: DRAWING NO.: DWG-MA-FL0132-05 SHEET 2 OF 3 ATTA( 1. At SI I - FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. 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". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3 —I I C 6.. 3 0 a 6" 3" I III II II I I II II I II I 6' --{ -III 6" HARDWARE SCHEDULE 0.25" SMAXHIM 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 TYPICAL MASONRY ANCHOR INSTALLATION MIN1.N L 0.25" MAXSHIM CL —I I—; TYPICAL WOOD BUCK ANCHOR INSTALLATION 4-9/16" MIN JAMB 1"X1/2" CORRUGATED N1OX2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC I ACRYLICLATEXCAULK ACRYLIC I LATEXCAULK CL I COMBINATION COMBINATION MULLION (BOXED) MULLION (BOXED) 2) &OX2-1/2" O D SCREWS EACH END COMPOSITE MULLION (INTEGRAL) Ln oc - o aU C) J Z V) Qc 0zC_ H U o rn[-- Un SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO732-05 SHEET _L OF 3 Florida Building Code Online f , http://www.floridabtiilding.org/pr/pr_app_dtl.aspx?param=w... @' d r * t f ) n.es r. 1t a^.Raai ! _.q a .w.F.. 'r... ,, ` . !du' z,3Wa.. r,eari BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product ApprovaldbprSy ". USER: Public User Prr.cii.ict Opp royal He- > Product or Application Search > Application List > Application Detail FL # FL16812-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pelia.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-1000 P3Bortscheller@pella.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE I —, Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 m<5 AAMA/WDMA/CSA 101/I.S.2/A440-11 i"` C;a,,4 O Equivalence of Product Standards r rf CV Certified By y' 1 7 i A 4y q"I ME Product Approval Method Method 1 Option A 1. Year 2008 2011 I of 4 05/30/2017 11:12 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=w... Date Submitted 03/09/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/17/2016 Summary of .Products FL # Model, Number or Name Description 16812.1 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.2 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.3 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.4 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.5 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 36" x 63" vinyl non -impact single window Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.06 .07.1)df Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R2 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawinq 1867.pdf Created by Independent Third Party: Yes 48" x 84" vinyl non -impact single window with fully reinforced stiles & rails Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.08 .09.1)df Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R2 II Drawing 1867.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 54" x 66" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.14 .15.pdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R2 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.1)df Created by Independent Third Party: Yes 48" x 72" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R2 C CAC CCL 411 H-1462.16_.17.pdf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 R2 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812. R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72 1/2" x 63" vinyl non -impact double window Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.00 .01.pdf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R2 II Drawinq 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 2 of 4 05/30/2017 11:12 AM Florida'Building Code Online http://www.floridabuildincy.org/pr/pr app_dtl.aspx9param=w... 16812.6 i 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.7 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.8 { 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.9 1250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16812.10 1 250 Series Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 96" x 72" vinyl non -impact double window with fully reinforced stiles & rails Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.18 .19.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812_R2_II_Drawinq 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 72" x 65 1/2" vinyl non -impact double window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.20 .21.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R2 II Drawing 1867.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867j2df Created by Independent Third Party: Yes 108" x 63" vinyl non -impact triple window Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.00_.01.pdf Quality Assurance Contract Expiration Date 06/14/2021 Installation Instructions FL16812 R2 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 48" x 84" vinyl non -impact single window with transom with fully reinforced stiles & rails Certification Agency Certificate FL16812 R2 C CAC CCL 411-H-1462.04 .05.pdf Quality Assurance Contract Expiration Date 08/09/2021 Installation Instructions FL16812 R2 II Drawing 1867.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2 AE Drawing 1867.pdf Created by Independent Third Party: Yes 42" x 83.5" vinyl non -impact single window with fully reinforced Stiles & rails & HP package Certification Agency Certificate FL16812 R2 C CAC CCL- PEL-H-1462.pdf Quality Assurance Contract Expiration Date 11/04/2025 Installation Instructions FL16812 R2 II Drawing 1867.2df Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16812 R2—AE—Drawing 1867.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to 3 of 4 05/30/2017 1 1:12 AM Florida Building Code Online http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=w... 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: 0 Credit Curd Safe 4 of 4 05/30/2017 11:12 AM 1. ALL FASTENERS SFIALL OE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED A, INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CUEMICATES IN THE 'WOOD- 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPTDLFICAT10NS_ PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHAIL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & ISSUING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALIATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE. APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A I.ICF.NSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS IO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 6. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. INSTALUPON EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/DR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/ UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TD STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CDNFIRM WITH THE INSTALLATON EVALUATION ENGINEER OF RECORD THAI THE INSTALLATIONS SPECIFIED HERE - IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM SUBSTRATE) OPENING FASTENER TYPE I EMBED JEDGE DIST. MIN. 2X4 WOOD FRAME OR BUCK 0. 55 MINGR. 3 & G=) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 18 GA. 33 KSI METAL STUD NO, 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/ 8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/ 8" THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MI_N. C-90 CMU OR 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2" 1) INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2" MIN. 18 GA. 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW01/4" 2" MIN. 1/ 8" THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW MIN. 1/ B" THK 6063-T5 ALUM. NO. 10 OR. 5 SELF TAP/DRILL SCREW 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 3) NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW 1 3/8" 1/2" MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) 11 GA. ROOFING NAIL 1 3/8" 1/2" MIN. 1/ 8" THK A36 STEEL NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/ 8" THK 6063-T5 ALUM. NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), FEW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. FOR MAX. FRAME WIDTH, SEE _ FOR MAX. FRAME WIDTH, SEE NOTE HE LOW Al - NOTE BELOW 4 I I 4" MAX. T FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" FRAME SCREWS WHERE SHOWN MAX. O. C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS PRESSURE IS OVER +/-35 g SHEET FOR REQUIREMENTS. PSF, 9"' MAX. O.C. WHEN wC2 T NOTE HAT WHENJOB ( JOB REQUIRED DESIGN m REQUIRED DESIGN PRESSURE IS PRESSURE IS +/-35 PSF w OVER +/-35 A FRAME FILLER OR LESS. SEE " FRAME o MUST BE USED AT EACH FRAME ANCHOR REQUIREMENTS z SCREW, SEE SHEET 5 FOR TABLE" ON THIS SHEET FOR REQUIREMENTS. T w 2 PART DETAIL) T S t CLUSTER FIN FASTENERS AT w a I MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 0 POSITIONED AS SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. B1 EXTERIOR ELEVATION: EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-O" NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX. SINGLE WINDOW FRAME DIMENSIONS AND ALLOWABLE DESIGN PRESSURE, SEE APPLICABLE FLORIDA APPROVAL ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO DR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. SIDE JAMB ANCHOR SPACING TABLE MAXIMUM MAXIMUM FRAME O.C. WIDTH SPACING IN.) ( IN.) 54 12 36 4" MAX F z .3 w¢ a w L ZQ = a waj o UP,Wz =52 QJ xw UE 0I DO0 m z 3( a1. Y NOT BE USED FOR THE A55[MOLY 1 INSTALLATIQN OF ANYOTHERPRODUCTNORMAYUSEDFORRATIONAL ANDVCR LOCAL APPROVAL SHEET N0. NIT.E T NOT PRODUCED DY 1}IE MANUFACNRER 1 OF 5 IN THESE CRAWINGSI 48" MAX. FRAME WIDTH nanwN ar. cHrcx o er onr ww oirosn. Fl1 4 FOR MAX OVERALL FRAME WIDTH SEE SIDE -BY -SIDE WINDOW - CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS 1. o SHOWN. SEE "FRAME ANCHOR REQUIREMENTS o TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. TILLNOTETHATROOFINGNAILS r ARE NOT APPLICABLE AF s MULLION END CLUSTERS) CLUSTER FIN FASTENERS C12 AT MEETING RAIL ENDS zo J SUCH THAT THERE ARE A o w o w o TOTAL OF 5 POSITIONED AS 2 SHOWN. SEE "FRAME z o o ANCHOR REQUIREMENTS 3 a TABLE' ON SHEET 1 FOR REQUIREMENTS. a s g o g a w a D_ FIN FASTENER V ITHIN 2" Z OF CORNERS & z 9" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS z y TABLE" ON SHEET FOR z REQUIREMENTS. wJC7 a ZN o o2m EXTERIOR ELEVATION: 4 z wv nZ a SIDE —BY —SIDE WINDOW p zQ SCALE: 3/4" = 1'-0" EXTERIOR ELEVATION: NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM W g ^ SCALE: 3/4" = 1'-0" m wz NAIL FIN MOUNT CONDITION) o Q J 2x c4 ow omarc (n z ma< ALLOWABLE DESIGN PRESSURE iioo TRANSOM UNITS ONLY) tillifil// 3Ad 35 PSF J%F. Lo ti' o N co co 0 iZ 41 piko IJJJJ DRAWING N0, REV. 1867 A SI' IEEf NO. 2 DF 5 w Qom o SIZE/ PRESSURE TABLE ON THIS SHEET I 2". ?". Al CLISTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 3 m POSITIONED AS SHOWN_ SEE "FRAME ANCHOR N REQUIREMENTS TABLE" ON SHEET 1 FOR C1 SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) FIN FASTENER WITHIN 2"' OF CORNERS & CLUSTER FIN FASTENERS AT I 4 1/2" MAX. O.C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT m PRESSURE IS OVER +/-35 PSF; 9" MAX. O.C. THERE ARE A TOTAL OF 5 WHEN JOB REQUIRED DESIGN PRESSURE IS POSITIONED AS SHOWN. SEE FRAME ANCHOR REQUIREMENTS PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR TABLE" ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. B1 j j 4 j ALLOWABLE SIDE —BY —SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT PSF) WIDTH DIMENSION DIMENSION IN.) IN.) TRIPLE WINDOW 109 63 35 DOUBLE WINDOW 96 72 35 72 ss 1/2 so 4 j j i B1 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET INDIVIDUAL WINDOW WIDTH — INDIVIDUAL WINDOW WIDTH -- INDIVIDUAL WINDOW W OH -I — 3., , Iy T., 4" MAX. 13 1 1 13 1 4 MAX. I— MAX.O.C. MAX.D.C. I MAX.0.c Aa _ i 4" MAX. j I j FRAME SCREWS WHERE SHOWN AT HEAD & 4 SIDES. SEE "FRAME ANCHOR REQUIREMENTS c TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE 11 w w IS OVER +/-35 A FRAME FILLER MUST DE- 7J- C2 USED AT EACH FRAME SCREW, SEE SHEET 5 s w w 5 v FOR PART DETAIL) N N N 6" o z o m I I Irrr INSTALLATION CLIPS WHERE SHOWN AT SILL. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. 84 4" MAX. y4" MAX. -- I---" MAX. 12 I O.C. MAX. 1 0 C. I 4" MAX. 1 0 C. ` 4" MAX. EXTERIOR ELEVATION; SIDE -BY -SIDE WINDOW SCALE: 3/4" = r-O" SIDE JAMB FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR SPACING TABLE MAXIMUM INDIVIDUAL MAXIMUM O.C. WIDTH IN.) ALLOWABLE SIDE -BY -SIDE WINDOW SIZE/PRESSURE TABLE 48" MAX 4" MAX. j FRAME WIDTH ---- ca FRAME SCREWS WHERE SHOWN r AT SIDES. SEE "FRAME ANCHOR w REQUIREMENTS TABLE" ON SHEET s I FOR REQUIREMENTS. a C2 L- z v5 - w o a— 6' 3 ozav o a _ ro a6j : p d woa`o z oz zz w j Z rn 4" MAX. rn oz m ul EXTERIOR ELEVATION: z z< ^< SINGLE WINDOW WITH TRANSOM N Wq 4n SCALE: 3/4" = 1'-0" w aOf FRAME SCREW MOUNT CONDITION) w wz h UN mmaALLOWABLEDESIGNPRESSURE -N a Z TRANSOM UNITS ONLY) N 3 o 11111111/ oF/-35 PSF ; P i Lo c, c * W = N p i Z g 3tivd'•., . :figiM SHEET N0. 3 oT 5 i Di:A'xv IIt CHELI(ED 9r FIN FASIENER PER FRAME SCREW PER ELEVATION SUBSTRATE BY SUBSTRATE BY ELEVATION SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT 3Y OTHERS OTHERS PER BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR REQUIREMENTS I - REQUIREMENTS - REQUIREMENTS TABLE" TABLE" --- -- TABLE' 1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM K SPACE AT EACH ANCHOR , AT EACH ANCHOR s SEALANT BY - 1 0 :p SEALAr10 <•pry C7L .•p} o OTHERS OTHERS — SEALANT BY } _ a OTHERS i 2 1r _ SEAL SPACE WITH EXTERIOR —' D SEAT. SPACE WITH = EXTERIOR — LJ SEAL SPACE WITH w LOW EXPANSION LOW EXPANSION LL, LJ LOW EXPANSION = EXTERIOR - FOAM AROUND 4 FOAM AROUND a 4 FOAM AROUND IL PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF < WINDOW FRAME WINDOW FRAME WINDOW FRAME SECTION Al SECTION A2 1 ALTERNATE SECTION A2 3 Uj o 0 SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 + p NAIL FIN MOUNT) _ (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) 3 o < o Q EXTERIOR EXTERIOR n SEAL SPACE WITH LOW EXPANSION I_I SFA- SPACE WITH LOW EXPANSION w FOAM AROUND SHIM R TO FOAM AROUND L PERIMETER 01 SUPPORT & ALIGN PERIMETER OF z WINDOW FRAME WINDOW WINDOW FRAME 3 INSTALLATION SEALANT BY- C 0 SEALANT BY 0 - CLIP OTHERS OTHERS 1/4" MAX. SPACE L 1/4" MAX. SHIM AS REQ'D TO MAX. 3/16" SHIM SPACE SUPPORT & ALIGN THICK X 3" E•: WINDOW LONG SHIM AT EACH CLIP SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS FIN FASTENER PER FRAME ANCHOR REQUIREMENTS TABLE' TABLE" (2 PER CLIP). ELEVATION REQUIREMENTS TABLE" SECTION SECTION B1 B2 SCALE: 3/4 FULL 4 SCALE: 3/4 FULL 4 INSTALLATION CLIP MOUNT CONDITION) NAIL FIN MOUNT) i n- wow o 1zoz oz w G JOz o o z wQwz¢^ off` W QV) w a wEn oo w 6 p04mU N ono zV)Z dsn 3 o a LL•S,.?J P • NN co o a co a 0:Q: Z h w U< awVL ............ SHEET N0. 4 OF 5 1/4" MAX. SPACE SUBSTRATE BY OTHERS PER FRAME ANCHOR i REQUIREMENTS TABLE" FIN FASTENER — PER ELEVATION FRAME WIDTH -- SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BYJ ulJu OTHERS BEHIND NAIL FIN SEALANT BY OTHERS EXTERIOR SECTION c1 SCALE: 3/4 FULL 5 NAIL FIN MOUNT) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK 1/4" MAX. SHIM AI EACH ANCHOR SUBSTRATE BY — OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW — \ PER ELEVATION TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' SHOWN IN SECTIONS) SEALANT BY- OTHERS E EXTERIOR T FRAME SCREW PER 4 ELEVATION & "FRAME FRAME FILLER ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) FRAME HEIGHT --- SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY OTHERS EXTERIOR SECTION C2 SCALE: 3/4 FULL 5 FRAME SCREW MOUNT CONDITION) 0.604 D 0.604 —{ 2.485 1 0.860 1 D 1 J_..--- 0.059T 0.059 O FRAME FLANGE O FRAME FLANGE RIGID PVC) (RIGID PVC) 1/4" MAX. SHIM FRAME HEIGHT AT EACH ANCHOR SEAL SPACE WITH SUBSTRATE BY°• LOW EXPANSION OTHERS PER FOAM AROUND fo FRAME ANCHOR-, PERIMETER OF REQUIREMENTS WINDOW FRAME TABLE" 4 FRAME FILLER FRAME SCREW PER ELEVATION SEALANT BY OTHERS BEHIND o v FRAME FLANGE SEALANT BY 2 1 OTHERS EXTERIOR zo mo N ALTERNATE SECTION cz z Z< N SCALE: 1/2 FULL FRAME-_ SCREW MOUNT CONDITION WITH FLANGE) a 5ow a wpa a 0.375 — 0.500 1.020 H9 0.225 J LENGTH = 3.000" 3.000 qO FRAME FILLER RIGID PVC) NOTE THAT WHEN 0.500 JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 A 1.325 FRAME FILLER MUST 0.060 BE USED AT EACH FRAME SCREW) TI0.293 OINSTALLATION CLIP RIGID PVC) UP. k ce) oyu' z ocj t Z yy e c5 ozmwro wQwZU a Zd oWd w (jwz Fie QJ nxw O:3moNsNz 3cc) d 3 's SHEEP NO. 5 OF 5 RECORD COPY 6,0 d— L Parcel: 35.19-30-5AY0000-037B 8i InV 20 12 ...._VO.! 15 CPU 19 UTF In 19 V — \ 17 7 EPU p 32 eN jV 01J1! , 78 % BAS 2e vV lA&0 7 OPF rr(; " + Pdnt Friend 3 i 3 C) (Iv e A v-e 3M(- 31d- 2('- http://parceidetail.scpafl.org/FootprintPage.aspx?PID=3519305AJ0000037B&BLDGNO=... 6/14/2017