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2117 Beach Ave RES20-0071 3 Win .7T,.....,,,, --- '( pr,,..,„ INSPECTIONS REQUIRED FOR BUILDING PERMITS vr, j To verify compliance with building codes,inspections of the work authorized are required at various points of the construction. �-* The following inspections are typically required for residential projects: "ii"''?`"1 Date: Initial: Date: Initial: Power Pole Final Plumbing Silt Fence Final Electrical Piers/Stem Walls Final HVAC Underground Plumbing CC Final Underground Electric Final Building* Foundation/Footing 'For new living space:When all construction work including electrical,plumbing, mechanical,exterior finish,grading,required paving and landscaping is complete Slab** and the building is ready for occupancy,but before being occupied "FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Swimming Pool Steel Retaining Wall Footing Swimming Pool Safety Driveway Electrical Grounding&Bonding Sewer(Building Dept) Swimming Pool Final (Bldg) Sewer Tap(Utilities Dept) Swimming Pool Final(PW) Additional inspections may apply to your project if your project Rough Electric* contains these elements: Rough Plumbing/Top Out* Formed Columns/Beams* Rough Mechanical* Masonry Cell Fill - i "When all rough electric,plumbing,mechanical are complete but before any work is •When forms and reinforcing steel,anchor bolts,sleeves and inserts,and all covered up. electrical,plumbing and mechanical work is in place,but before concrete is poured. House Wrap Structural Steel* Wall Sheathing *When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. Roof Sheathing OTHER: Tie-down Framing Connections OTHER: Rough Framing OTHER: Roofing In Progress OTHER: Window/Door In-Progress OTHER: Insulation Ceiling Insulation Wall 3 \Ai 'm DOw z Exterior Lath Permit Type Stucco Scratch Coat Exterior Siding In-Progress R Es-20 VW O0.47 I Brick Flashing&Ties Permit No. Early Power Z 117 r. /�Gas Rough Job Address Gas Final* •When all gas piping is complete and wallboard is installed but before gas is NAGRIONQW16130il attached to any appliance.All outlets must be capped and pipe pressurized at a minimum of 15 lbs. Contractor POST THIS CARD WITH PERMITS AND PERMIT Building Department Public Works/Utilities Fire Department DOCUMENTATION IN FRONT OF BUILDING Phone:904-247-5826 Phone:904-247-5834 Phone:904-630-4789 Fax:904-247-5845 Fax:904-247-5843 Fax:904-630-4203 INSPECTION LINE: 904-247-5814 MUST CALL BY 4PM PREVIOUS DAY FOR NEXT DAY INSPECTION Construction Hours per City Code:7am-7pm Weekdays;9am-7pm Weekends rt' ''�f% RESIDENTIAL PERMIT PERMIT NUMBER J # '\ " �f CITY OF ATLANTIC BEACH RES20-0071 \r } ISSUED: 3/23/2020 800 SEMINOLE ROAD ''71a1ti9" ATLANTIC BEACH. FL 32233 EXPIRES: 9/19/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 2117 BEACH AVE RESIDENTIAL WINDOWS/DOORS 3 WINDOWS $2443.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169514 0000 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: AMERICAN WINDOW 2633 S POWERS AVE JACKSONVILLE FL 32207 PRODUCTS OWNER: ADDRESS: CITY: STATE: ZIP: RUSSELL KATHLEEN M 2117 BEACH AVE ATLANTIC BEACH FL 32233-5932 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. l DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 I STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 Issued Date. 3/23/2020 1 of 2 4, RESIDENTIAL PERMIT PERMIT NUMBER I (;r1...41PI RES20-0071 ;, CITY OF ATLANTIC BEACH ISSUED: 3/23/2020 800 SEMINOLE ROAD :trip ATLANTIC BEACH. FL 32233 EXPIRES: 9/19/2020 Issued Date:3/23/2020 2 of 2 PERMIT COPY JOB COPY Q.) Q o � REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS PERMIT REVIEWED BY: rr DATE: V w/Ld COPY • 2/27/2020 Florida Building Code Online PERMIT a ,.i,- PIORiDA OaPARTMCNT OF i t Business & Professional Regulation COPY , J1L11 . rDBPR HOW ABOUT DBPR DBPR DIVISIONS CONTACT DBPR BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts I Publications Contact Us BCIS Site Map Unks . Search dFI litla ,Product Approval USER:Public User • Product Approval Menu>Product or Application Search>Application List>Application Detail ►OFFICE OF THE FL# FL239-R26 SECRETARY Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller,P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext 21142 (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS1 Bu8CAEmBE7OC3IVX3PGEpjyHvhdTSoa/o3d 1/3 • 2/27/2020 Florida Building Code Online Date Approved 10/25/2018 Summary of Products FL# Model,Number or Name Description 239.1 SH- 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063002.p ff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions • Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063002.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063007.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063007.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063008,011f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063008.pf (NOA)for product performance Information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063003,01 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 17063003.p f (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes fL239 R26 C CAC 17063004adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance fL239 R26 II J 7063004.p f (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R26 C CAC 17063006.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami Dade County Notice of Acceptance FL239 R26 II 17063006.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDquS1 Bu8CAEmBE7OC3IVX3PGEpjyHvhdTSo%3d 2/3 2/27J2020 Florida Building Code Online 239.7 I SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes fL239 R26 C CAC 17063005.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance fL239 R26 II 17063005.p (NOA)for product performance information, anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 1SH-7600A(Non-Impact) Aluminum Single Hung Window Omits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 18-0430.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.07.pdf (NOA)for product performance information, anchorage details, Verified By: Miami-Dade BCCO- CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-7700A(Large Missile Impact) Aluminum Single Hung Window Omits of Use Certification Agency Certificate Approved for use in HVHZ: Yes fL239 R26 C CAC 18-0430.06.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R26 II 18-0430.06.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO- CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: CIE Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cozyright 2007-2013 State of Florida,::Privacy SIztement::Accessibility Statement::Refund Statement Under Flonda 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 offidal 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 hem. Product Approval Accepts: fa "Check 111 Credit Card Safe securitymETRIcs' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS1 Bu8CAEmBE7OC3IVX3PGEpjyHvhdTSo%3d 3/3 MIAMI•QADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.06 VIA LADE COUNTY Expiration Date: July 30,2020 APPROVED l J(/lD//7 Approval Date: November 30,2017 ` 1 Page 1 • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). - )� Zi Manuel Pere .Product Control E:amin NOA No. 17-1631 16 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition(2017),dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. ----2/Z. , ' _..,/i 0..., Manuel P• .E. Product Coutro xam 'er NOA No. -1 .•1.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8'MAX.O,C, 21.8/8' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING 52-1/8'MAX.BUCK WIDTH �--- LOX.aG FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR RADIUS-TOP �' - //� HEADER(SIM. 72'MAX.FROM / ;WEINDOW ADER(SIM FOR ALL LEVEL SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL � .\FRAME _�.�I 30' 12'MAX. TYPES) I B.SEE_ _ MAX.O.C. 52-i/8'MAX.BUCK WIDTH -� WINDOW TYPES) SHEET 3 / 10'MAX.FROM I1�A SEE SHEETS 1-1/4' II A.SEE i.., 12'MAX. II '� FRAME SEAM 0,SEE�.___-.7"1 8 8 9 B,SEE.,_._. 30'MAX.0.C. I 12„MAX. SHEET 3$I i1 I FIXED VISI s I LIGHT WIDTH II y B � 11 SHEET 4 _ _ SHEETS ir= I B,SEE30'MAX.O.C. �II .'�' -t-'�, 4 __Ft- 'L 12"MAX. C•SEE r III I A,SEE i I I 12r_ II I I SHEET S ' I _ SHEET4+ SHEET 3 FSIBL _ 11, - A j I / -� EQUALLY I I VISIBLE T SHEEE3+r I I 12'MAX, I I / EQUALLY I / 117-718`MAX.O.C. ANCHORS PER I I / LIGHT 77-7B•MAX.O.C. 1 III 1 I / II ' / SPAC®/ / _� TABLES 8&7 I HEIGHT -,_ EQUALLY Ili I I / III 17-7/8'MAX.O.C. I / • ANCHORS PER 91.78` SPACED j TABLES 6817 / I / MAX. ANCHORS PER � Q I I QI I BUCK O I. I 84' II 01 I I BUCK TABLES 687 IlI - j 1 / III HEIGHT 1 __II - - �- MAX. L-- -� HEIGHT11.-,--,-. .---- MAX. 1 AS HOWN i 1 __- 10'MAX.O.C. BUCK .- 10'MAX.O.C. xI. 10'MAX.y1p•C. HEIGHT .j—_- _.. ____IT X _..4 _. II HEIGHT I)I'-` __III , I I 4 I 1 '-` I Q _ i (B L._ III L._._._._ _ III' ILII I / ILII 13-3/4"'MAX O.C. �_. j; )/ 13- 4•MAX.O.C. EQUAY 13-3!4'MAX-O.C. EQUALLY ESOUALLYSPACED VISIBLE ISPACED) __-_ �j�(TANCHORS PERANCHORS PER jLIGHT ANCHORS PER II ILII ' SHEETSE11 TABLES 687( I / I A l TABLES 6&7 II / HEIGHT IIIA TABLES 687` ILII 11-1/ / ILII �A Bd9 —I ��IC ll'a."''11 6-trr max. ILII--- -- -1111j'.,6-l/2'MAX 1 ILII -._._ _... _ III',,6-1 rz•MAX- I _. - ----It, - _ `_ - ^•- A SILL NO ANCHORS A7 SILL NO ANCHORS AT SILL I N•A I J B �--•- 1-1/4' B -_.J ` SEE SILL WEER B SEES&L WEER �I SEE SILL WEEP- SEE SILL WEEP- SASHVISIBLE \-_NOTCH DETAILS, 52-1/8'MA X.BUCK WIDTH •+y_HOTCH DETAILS, NOTCH DETALS, -+ 52-1/8"MAX.BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH -- SHEET 3 SHEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE TENIL-FIN CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES 1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ELEVATIONS 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE 8 EQUAL L 3 4)ALL WOOD BUCKS LESS THAN 1-1/7 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN 8 LEG/BOX EG/B EL. 4 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.W000 BUCK DESIGN GLAZING DETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSUREST6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHORQUANTITIES 8-9 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION ANTIPROFILES 1- 6)1/4`MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLYXTR &PARTS LIST 11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300, CODES I STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as complying with ds Florists •AISI S100-12 Building Code 10)REFERENCES,TEST REPORTS FTL-7964;ELCO ULTRACON NOA:ELCO CRETEFLEX NOM;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISC 360-10 Acoeptenas Not 0.5k SHADES OF CAP COATED PVC EXTRUSION NOM'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFEPA NDS&ALUMINUiiY1108SIGIhNJU►• AL E. inrio•Dae ,I'7T 'I 20 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,‘�\ pN'i LYNN '',,, Revision: I � i ' i By i if// 5►-./ USER INSTRUCTIONS: 4\:-''•ocENSF '.' Ito---..i UPDATED TO FBC 2017,-JR- Miami oder.. I c H 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 58705 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ * ': .*_ O 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN r prows By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ^� ���' OPENING OBTAINED IN STEP I. 6 -2:I},%• 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS S 7E N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ""--„,,,,..9.0''•:�OR1DP,.•''\�`� (W 7}480-1600 TL/•' �•: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �ONAL E ��� COPYRIGHT 02017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A"1//111111I"1 PGT RES ALL RIGHTS RIE.NC. S°no°AIodN' Scali' Sheet: Drawing No. Rev: INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN MILLER,P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B P.E.B 58705 CERT.OF AUTH.X29296 TABLE 1:ALLOWABLE GLASS TYPES -- — Glass Design Pressure Frame Glass Frame Frame • Type Description(Listed from Exterior to Interior) Table# Sheet 9 Types Options Conftgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 3/4"LG.:1/B'A Exterior Cap+1/7 Air Space+ 1/8"A Exterior Cap 4 6 2 3/4"I.G.:1/8'T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap4,5 6,7 ....into 2X Wood Frame/Buckstrip-sheet 3.option 1 P Equal-Lite, Square/Rect., Flange Through the frame ....Into Concrete/CMU-sheet 3,option 2 3 3/4"LG.:3/16'A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 (#2) 1-4 Oriel/Proview Arch-Top& Ofthe window 4 3/4"LG.:3/16'T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 a Cottage Radius-Top -thrWgh 1X Buckatdp into Concrete/CMU-sheet 3,option 3 ....into Metal-sheet 3,option 4 "A'=ANNEALED:"T.TEMPERED ....Into 2X Wood FramdBuckstrip-sheet 3,option I Box/ Equal-Lug, Square/Rect.. Through the frame ....into Concrete/CMU-sheet 3,option 2 Equal-Leg) 1-4 OriellProa8 ew Arch-Top of the window ,,..through lx Buckstrip into Concrete/CMU-sheet 3,option 3 TABLE 2 ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Cottage Radius-Top GroupAnchor Substrate Min.Edge Min. Material Min.F. Min.F. ....into Metal-sheet 3,option 4 Distance Embedment' Steel Screw 92 ksi 120141 Through the ....into 2X Wood Frame/Buckship-sheet 4,option 5 Equal-Lite, Square/Rect.,Integral an ....into Metal-sheet 4, lion 7 a18-8 Screw 60 ksi 95 ksi .LChannel op #10 SMS P.T.Southern Pine(SG=0.55) 7/16' 1-3/8" 410 Screw 90 kai 110 kai (#1) 1-4 Oriel Cottage ew Arch-Tap& Throughoption Steel,A38' 3/8" 0.050" &Cottage Radius-Top the frame ....Into Wood FramdBuckat sheet 4, 6 (steel,18-8 S.S. Elco Aggre-Getorst 57 ksi 98 ksi of the window ....into Metal-sheet 4,option 8 or 410 S.S Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) A Aluminum,8083-T5' 3/8' 0.050' Elco U1treCon® 155 ksi 177 ksi Through the ....into 2X Wood FremelBuckatdp-sheet 4,option 5 410 SS Elco CreteFbx® 127.4 Eel 189.7 ksi Integral Fin ....Into Square/Rect.,Integra,in --.,Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" eg 6063-T5 Aluminum 16 ksi 22 ksi 1-4 Odel/Pro taw Arch-Top& 3/18"steel Ultracon Concrete(min.2.85 ksi) 1' 1-3/8" A36 Steel 38 Eel 58 ksi (#3) &Cottage Radius-Top Through the frame ....into 2X Wood Frame/Buckstdp-sheet 4,option 6 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Gr.33 Steel Stud 33 ksi 45 ksi of the window ,...Into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" #12 SMS FIGURE A:FRAME CONFIGURATIONS Steel,A38" 3/8" 0.050" FIGURE B FRAME TYPES (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) —N l or 410 S.S.) J '� B Aluminum,8083-T5" 3/8" 0.063" l 1/4"steel Ultracon - P.T.Southern Pine(SG=0.55) 1' 13/8' 2 w ( I C! 0 1/4'steel CreteSex P.T.Southern Pine(SG=0.55) ' 1" 13/8" l f i� 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8" Box OR Concrete(Min.2.85 ksi) 1' 1-3/4" / FLANGE JIT EOUAL- 1/4"steel Ultracon LEG J C Ungrouted CMU,(AS1M C-90) 2-1/2' 1-1/4" r- 1/4"steel Creteflex - Concrete(min.3.35 ksi) 1' 13/4" EQUAL-UTE ORIEL COTTAGE `t :_i _.,____,j 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 13/4" FIGURE C:FRAME SHAPES Concrete(min.3.35 Eel) 2-1/2' 13/4' BUCK WIDTHS--�I BUCK WIDTH BUCK WIDTH}-..— D steel CreteSex —� I'�—---..-I BUCK Ungrouted CMU,(ASTM C-90) 2-l/2" 1-114' _ m(�1 (��`�1 T 1/4'steel Aggre-Gator Grouted Concrete(min. (ASTM C-90) 1 YY 1-2/8' i T l �, ';) /;\ fo'1 U •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w W T J-CHANNEL 1 INTEEGGIRAL r _ 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. U - x 11 FIN �� ,_ i_ 1 _i_ I I_ ..._.. , i jr TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance Embedment" BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florida --E DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code E 2-1/2'x.131'Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" THE TABLES ON SHEETS 6-9. h1I I1 111 ACco?pteene No 1 Z•iip4A04 �t I /r t r IlsvtsJon: .•Mica Chic t 2-1/2"Ring-shark Roofing Neil P.T.Southern Pine(SG=.55) 3/8" 2-7/18" �� �N V./4414 x'',i� F. g i �i 20 P.T.Southern Pine(SG=.55) 1/2" 1-3/8" s`�'%a EN -- �'�► ANCHORS RE-GROUPED. f'J� � #10 Trusshead SMS Aluminum,6063-T5" 3/8" 0.050' �k'' LDmtr'Prcduch n+tt y (steel,18-8 S.S. -JR-06/06/17 or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) -* t No,58705 F Steel,A36" 3/8" 0.050' - ;*__ ® Drown Ely, Description: P.T.Southern Pine(50=.55) 9/16" 1-3/8" '� 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,606(-15' 3/8" 0.083' a 1 f N.VENICE,FL 34275 (steel,18-8 S.S. rev Dote, Steel Stud,Gr.33' 3/8" 0.050' .!DLORl01A•.••• ' (941)480.1600 or 410 S.S) S _,(7����� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A38" 3/8" 0.050' 7 `s4,0INAL S� •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. i'''t Il I I I I 111114` VII:PLIEfTRIES.NC. Serbs/Model: Scolc Sheet: Drawing No. Rev: ALL RIONTS RESERVED A.LYNN MILLER,PE. SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.EY 58705 CERT.OF AUTH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES - INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATIONANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 I EDGE DISTANCE SEE NOTE 2,THIS SHEET. r EMBEDMENT ANCHORED THROUGH EMBEDMENT - FRAME INTO 2X WOOD utisisiximo � - ( --� � 1/4'MAX SHIM Q 1/4'MAX SHIM —�I 1-.— FRAME OR BUCKSTRIP. T . SEE NOTE 2,THIS SHEET. .111. 1110).:� 4 EMBEDMENT • _ SASH VISIBLE EDGE EDGE " `o L✓ J LIGHT WIDTH `,;C l DISTANCE FLANGE FRAME -„,„„_.aoNa DISTANCE r”1 /I SHOWN ('�I 1� rY: \• °. I I ■ i • J BALANCE ' ,,, ■ ' '''- ! �� ©TYPE VARIES ''=- Al [u`� TYP.ANCHOR =WM.I�SHI MAX TYP.ANCHOR TYPE. �•Wm.- ] �� 42 WITH SASH TYPE, r!illiprSHIM EMBEDMENT AND /,(• r WEIGHT Q ; , EMBEDMENT 2 / C AND EDGE TVP.ANCHOR TYPE. EDGE SUBSTRATE, �, _ ... %011, I ` DISTANCEPER EMBEDMENT AND EDGE DISTANCE PER • ^^ •1•�� DISTANCE PER SUBSTRATE, iI ® ' /' EDGESUBSTTE,li ���) SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. TOEXTERIOR DISTANCESEETABLE2.Q Q / SHEET 2. . . =��k .• FIXED VISIBLE O FIXED 0 Q OPT.SASH TOP FLANGE UGHT WIDTH \ I VISIBLE , C�T� LIFT RAIL I� LIGHT { NOTES: SHOWNE r 0 I BUCK WIDTH ....1LEQUALFRA E FOR ALL WINDOWS: HEIGHT0 © — 1 ANCHOR a 3.55• HORIZONTAL SECTION A-A SHOWN FROM END AND AT 1)USE ONLY , CENTER. SUBSTRATE-APPROPRIATE ■ ANCHORS LISTED ON TABLE 2, �• Q FOR WINDOWS C�%1 �,��,� SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. r. -- OVER 36'WIDE: EDGE DISTANCE OMITS.ANY T 0 `'% JI j�' ADD ADDITIONAL. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. INSTALLATION OPTION SHOWN MAY SCREWS 1�16-3/8" BE USED ON ANY SIDE OF THE ©00 OFROM END. T/ I FOR WINDOWS WITH WINDOW. 114•MAX. BUCK Al {{{' BOTTOM LOCKS: SHIM 810 OR 812 STEEL 1/4'MAX. © �. ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING HEIGHT C SCREWS®8.318' USED INTO WOOD AS PER TABLE 2. /��� SMS(G5),SEE SHIM © SHEET 2.ALL WOOD BUCKS LESS T�/r�� 0 I -�-- FROM END. THAN 1-1/T THICK ARE TO BE y i�r� TABLE 2, 'I _, SASH CONSIDERED 1X INSTALLATIONS.1X a 111 SHEET 2. yEXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF , lLIGHT UNIT IS INSTALLED DIRECTLY TO ���2 d •..,% ,r.i HEIGHT SUBSTRATE.WOOD BUCKS 7 © DEPICTED AS 2X ARE 1-1/2"THICK �,I. OPT. _� USE EITHER OR GREATER.1X AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED I���Q EQUAL / '1� —." (2)1• 0 0 'J �_� Q BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE / INTERIOR ® J I� TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME /� WI. LEG/BOX / 1.1. WEEP �• Jrrt LOCATION:6.5/8' DESIGN AND INSTALLATION IS THE SHOWN I /r I NOTCHES AT ;t +� FROM SASH END. RESPONSIBILITY OF THE ENGINEER �_o ■ IJ FRAME / ' ri, /nom —_ EACH END. © OR ARCHITECT OF RECORD. C J,p� A�SHOWN} ■jI / � EXTERIOR 0` J�� Q )VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION O' INSTALLATION SI (ALSO REFERRED TO AS DAYLIGHT V PRODUCT REVISED Q OPENING)IS MEASURED FROM OPTION 4 OPTION 4 ny BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH complying with dm F1NTNe �� _-0 1/4'MAX SHIM FRAME INTO METAL. Ae BuildingCode EQUAL-LEG/BOX FRAME INTO METAL A Mfl No / 'L "_fir .q� • FRAME SHOWN/ ■. (-'L— ac=r—�l-J �.•`�III�(I�y I```'�., R�vWm: F.x,'rerun Dote /l1( !I V) • By .27•X 125• j j NO ANCHORS `�P�1�..•' L10EN •.�(e� r-i NO CHANGES THIS SHEET. Mini •... ,, C.,.ilp WICOVERLE/ • -• REQUIRED IN VISIBLE LIGHT FORMULAS _* ��� ''.13 2.87"FROM O •° s • - FLANGE OR = *-.._- EACH WIDTH DrownBy: EACH END. FRAME SILLS ©SASH:BUCK WIDTH-6-1/2' Q 6--2-2-13-.: = Son` • ti @ FIXED UTE:BUCK WIDTH-4-3/8 1••., sr TE I3-.,tum; 107O TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI N.VENICE,F1.34275 HEIGHT(EQUAL-LITE) ��Cts''•:.2ORIDA••••. +�: (841)480-1800 M' Date VERTICAL SECTION B-B BUCKHEIGHT/2-3.15/18' " 'O•••••"• ``'� C�TRbNTemT SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 /////NAL1`"7` POT INDUSTRIES.NTC. Sorbs/Model: Soda: Sh.aE OmWn9 No. Rer. A.LYNN MILLER,P.E. ALL "°"'■REPERNIE' SH-5400 NTS 3 OF 12 MD-SH5400-01 B P.LO 58705 CERT.OF AUTH.829298 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EMBEDMENT —'_--� NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2.THIS SHEET. I•— EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-4-- EMBEDMENT r q t �f���' FIN INTO 2X WOOD FRAME OR _� O 1W MAX SHIM 1/4"NAX SHIM —� BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE • SHEET. TYP.ANCHOR TYPE, \-\,./1 SASH VISIBLE J-CHANNEL 1 EMBEDMENT AND EDGE o 1.r� 0 LKiHT VJIDTN ® [_^�.�C I" LTJ FRAME Oe. 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2- I (SCREW SHOWN) �+ 44 BALANCE r -, - o 5 �uimmo�(A7PO - ..• EMBEDMENT —1 I' + lsss'�••' r. 2 TYPE VARIES '' -- 114'MAX SHIM '��� 42 WITH SASH �*O �' ) DISTANCE PER SUBSTRATE, EDGE DISTTAICE tam j,� IGH7 Q Q ® '�IIYTVP.ANCHOR TYPE. i— _ EMBEDMENT AND EDGE Q SEE TABLE 3,SHEET 2. 7 ' I,j:,l EXTERIOR TYP.ANCHOR TYPE. (NAIL SHOWN) 0 % ■ INTEORIIL EMBEDMENT AND EDGE FI IIIrp FIXED VISIBLE FIN DISTANCE PER SUBSTRATE. FIXED 0 Q OPT.SASH TOP J-CHANNEL 0 LIGHT WIDTH SFHOWNRAME SE�EI TABLE 3.)SHEET 2. ��m.---44...VISIBLE UFT RAIL FRAME LIGHT — NOTES: SHOWN • FOR ALL WINDOWSt HEIGHT1 ANCHOR©3.55" I BUCK WIDTH FROM END AND AT 1)USE ONLY _L-- ® HORIZONTAL SECTION C-C SUBSTRATE-APPROPRIATE © CENTER. ANCHORS LISTED ON TABLES 2&3 �_j FOR WINDOWS O Ir• OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. © �. ra.SIT T� OVER 38"WIDE: AND EDGE DISTANCE LIMITS.ANY 1/4'MAX' L 0 �r.�—T"'-1 ADD ADDITIONALSHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3 SHEET 2. 1'lll �1i 000 O FROM END.18-3R" INSTALLATION OPTION SHOWN MAY IMA: I I-. BE USED ON ANY SIDE OF THE �I FOR WINDOWS WITH "/ BUCK f�.��� BOTTOM LOCKS: / #10 OR#12 STEEL 1/4"MAX HEIGHT 01!) '.II 1::; O 0 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE %' SELF-DRILLING• I~• SHIM �( SCREWS a 8-3/8" USED INTO WOOD AS PER TABLE 2, /• SMS(GS).SEE 0 -T-- FROM END. SHEET 2.ALL WOOD BUCKS LESS rill" � TABLES 2&3 '�/ •�[� 0 THAN 1-1Q"THICK ARE TO BE , SHEET 2. ' ' SASH CONSIDERED 1X INSTALLATIONS. 7 EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF \ - LIGHT UNIT IS INSTALLED DIRECTLY TO / ••��� �niJ HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATB�OTT((SHOWN)OR DEPICTED AS SX ARE 1-112"THICK / 111 OPT. 0 LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS I __-__� 0 I ;.;�; © (WHEN USED)SHALL BE DESIGNED 1�. FLANGEREMOVED/ • lir TESTED UNIT A �� FIN AND/OR E.:-21111"1 11 (2)1" ©i ' (_ I TO PROPERLY TRANSFER LOADS INTERIOR LI. LOCATION:6518' TO THE STRUCTURE.WOOD BUCK /FROM SASH END. I IN-FIELD / II WEEP A DESIGN AND INSTALLATION IS THE _sem 1� / NOTCHES AT ©i ` RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN JIB:1E7 � ' �� EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN J .44 t. REQUIRED IN FRAME 0 ...444444%) SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED 1 I OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO 's"'R Ya with the Florida _ _ 1/4 MAX BEADING TO BEADING. ANCHORED THROUGH IloAdmg Cade INTEGRAL FIN r`_ - - y SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Actxptnnce No I -I A.OC„ ' FRAME SHOWN 11 1 -, _!_ 11•II I I 111I I t Si Rwleion: E.pretioo Date 11<1(TF24 /�Q�') i ��.`"ONV LYN/y./., P.�� NO CHANGES THIS SHEET. Dy �" :fir 2T X 1.25-WEEPHOLE 013 FROM EA EACH END. I : '� V7GEN,gF ��� - Miutri•., Product Control, FROM END. VISIBLE LIGHT FORMULAS . Na.58705 -P =• TYP.ANCHOR TYPE, Il•Imo'' � .EDGE DISTANCE - *' *- �. EMBEDMENT AND EDGE WIDTH _ .^ _ Drown Or DISTANCE PER SUBSTRATE, � 6/SASH:BUCK WIDTH-8-1/2' _ - Description: SEE TABLE 3,SHEET 2. —.-I EMBEDMENT ®FIXED LITE:BUCK WIDTH-4-3/8" =gyp ��-. ��\ 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) -Off'. S ATE O (` N.VENICE,FL 34275 lith:. HEIGHT(EQUAL-LITE) ' F<ORIOP,.' \�� (911}480-7800 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIOHTn-3-15(15 %SS.� E'G�� lozo,T SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ,i, NAL I�� POT wOUSTRIES,NC. Series/Model: S oN: Shoot: Drawing No. k t- INTO 2X WOOD FRAME OR BUCK- I,I I I i t I t ALL NIGHTS RESERVED STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P E SH-5400 NTS 4 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF AUTH.#29296 —.{ 3/4"NOM. 3/4"NOM. r.._ -+{ 3/4"NOM. �•�— —.1 3/4"NOM. —+-- 1/8"A GLASS 1 1/8"T GLASS , 3/16"A GLASS I� I 3/16"T GLASS II 1/2"AIR SPACE ' 1/2"AIR SPACE '� 3/8"AIR SPACE III 3/8"AIR SPACE 111 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS I II G]EXTERIOR 1 I < 7]EXTERIOR C:" EXTERIOR a EXTERIOR Z 1M am 1k/ m ■k m A GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 ® II BITgrzE n"NOM. Ass P.GL a m® 1ii � ,_ ® L � EXTERIOR 1 1� o 0 rl I PRODUCT'RE VISED 35 complying with the Ronda — 0MI. \,IIiiiI/Il/, Building de , tozo eparN D i B 0107L15 ` 'C.,•• v10EN�••.C!_ ri,"--", BY .I�i�.__ ,- NOCHANGES THIS SHEET. M;„„;, . Q, ,aR.: TYP.GLAZING DETAIL _* No.58705 ,•:a �� �` . Drown By: SAO••. 6 AT'E •:L 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI i��'•••."ORIOP.••••. ,• N.VENICE.FL 34275 TTN: Dab: GLAZING NOTES: '/'/SS/ONA1.E?G�` 0M1/450-1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A"=ANNEALED ///Tlllllt COPYNIaNf w 2IN7 T=TEMPEREDAPOT INDUSOMS 0. s.,t../bodd: Scale: Short Drawing No. Rye A.LYNN MILLER,P.E. SH-5400 NTS 5 OF 12 MD-SH5400-01 B PE p 58705 CERT.OF AUTH./29298 TABLE 4: 99•413141 53134 s+.n 3517De0195 P2066u79(1136IR7) 1-9 Det Haan 40Mn 116919 9+154 L+wt 04.C Wlww 99107 Window buck Width(IN 51 •W&915 (91) 18 24 32 36 40 48 52_125 235 E06.8+ 11.94 4540 -1390 4-50.0 -100.0 .630 -796.0 .500 .1390 •500 -500.0 45.0 490 +5.0 -520 0Ia..Cet69. 14.517.10.670 .5.0 .100.0 463.0 -100.0 .000 -139.0 +5.0` -139.0 +5.0' .100.0 +50 47.0 •500 40.0 28 E9u+119. 11.563-14610 +63.0 -.1000 +50.0 -1000 +9.0 -100.0 050.0 -100.0 .63.0 4390 +50.0 -100 +500 47.7 31.615E Proem 11.377-15.002 +601 .1399 +63.0 -1020 430 .100.0 +500 -100.0 .500 .100.0 40.0 -1390 .390 94.0 199.7 21.517 25200 .630 -+009 630 .100.0 .39.0 -100.0 +60.0 .10.0 40.0 -1000 400 46.0 .50.0 37.6 &..6rOCol69. 20.968.23015 45.0 1390 +000 -+00.0 •630 +00.0 •630 1390 .000 .139 .5 .0 00 466 •00.0 -70.1 �(iimminim_o 37175 Em4416 17117.20.667 *500 1000 +630 100.0 40.0 4000 •500 .1390 •500 .100.0' 400 968 +630 -750 6l.50.5woS.r 14.617.17510 +630 --1390 +50.0 400.0 .390 1000 +630 10.0 40.0 .100.0 +500 412 +630 482 515d..1 11277-14.016 +5039 +503963004561 0 -10 •50.0 1 100.0 0 -1000 . 0 .180.0 . .0 -10 0 .0 +504 -731 X14. /1 1+1961 21.+13.31911 *100 -1000 +5A -1010 •63.0 400.0 +500 97.0 +500 49.0 +50.0 -760 +500 -71.0 I.1 ( Cum bW 25517.27.562 00.0 400.0 .390 -1000 .63 •5 0 -100.0 0.0 -10.0 •500 4000 +500 42.3 •50.0 -T15 LVIHEADER 8+.10.+016 . 21.517-26.516 •630 -1000 +63.0 -+0.0 •50.0 -100.0 •500 -10.0 +500 -100.0 +00.0 -79.0 , *500 -709 44 Eos•. 20.517-23.510 40.0 -100.0 .50.0 1 .150.0 .50.0 -139.0 •50.0 -101.0 +500 -1000 40.0 -75.3 .39.0 .70.3 51.4461•0 www 17.517-20.516 *50.0 4000 +600 1 439.0 +930 -100 .600 400.0 .63.0 -100.0 40.0 .756 +50.0 -70.3 ill Cubtn 500 14017.17.516 .390 4000 +50.0 ' .10.0 +390 -100.0 *50.0 •19.0 +00 -100 +600 49.5 •50 -71.2 81411161 11.317-14.518 +390 -100.0 +50.0 400.0 •63.0 .100.0 +500' -103.0 +000 451 .500 46.8 +500 415 1+19+i 31.813-35911 45.0 .10.0 +63.0 -100.0 .63.0II_ 40.9 .630 492 , +500 A.3 409 -749 +50.0 46.1 6..61111.1.9. 25.511 31.513 40.0 -100.0 630 -1000 .030 .139.0 .500 -1030 400 469 50.0 -711--+390 45.5 Eos.. 20.617-213.54 .63.0 4900 +500 4840 •63.0 .1000 400 -103.0 4160 432 40.0 -711 450 43.9 © laI B 1 MEETING RAIL N 5191410 Pq.r5 +7517->D.54' +00.0 -1390 l00' -1000 .63.0 -+390 •5.0 100.0 .161 47.+ 40.0 3ls .60.0 47.0 - Csbm W. 14917-17.5/6 40.0 -1399 .630 -+390 +9.0 -103.0 •5.0 139.0 •660 92.0 +00D .761 .500 413.+ •a N159 .1. © '.1116M "'���TTT_t_` Cubm ab. 12017.14.515 +50.0 .191 0 4600 -100 0 .630 --11/0.0 4500 46 7 +560 475 .500 -736 .63.0 449 .� ) t abeam 11.377.12.618 400 .100.0 +50.0 .100.0' 463.0 -660 463.0 431 40.0 45.7 .500 -722 .630 .610 ' ~ `+ 1 1+1151 13209-37635 40.0 -1630 .5A 469♦.63.0 ' 413 .55.0 422 •.63.0 419 .630 -710 6500 469 I L� r I '}..,!� SIa0.re CA6804 20611-33107 +5.0 -100.0-• .63.0 -100.0 +510 .100.0 .50.0 .1390-.500 43.6 +600 -71.1 .00.0 4342 D' � rte: ® I\1 ra'B E6a+14. 20517.23.54 .60.0 .1000 +50.0 -100.0 •63.0 -1000 *5.0 -100.0 .600 415 .61.5 -729 +5.0 45.1 IIig� � f SASH 4635 cubm 50+ 9.617.21.516 •50 439.0 +5.0 -1390 5.0 390 5.0 Im.O +50 -91.6 .60.0 71.1 +500 46.+ I A 5w.m P.m* 17511.63616 •5.0' 1390 0500 400 +5.0 1000 5.0 100 •390 460 50 731 +50 459 111539=139. ..617.11..916 40.0 4390 +000 -1000 .630 +39.0 .60.0 460 450 499 •00.0 -10.+ +5.0 41.1 ,� EXTERIOR 0.0+1610. 12617-14.516 +630 403o 50 1000 .390 437 .50 425 .50 45.7 40.0 -722 +50 473 HEIGHT 5800007 11.39.12.516 +500 .1390 500 416 .5.0 48 7 •50.0 470 +5.0 41.0 +500 41.6 +500 414 0 • 1+1941 36517.41415 .60.0 -10.0 40.0 • 42.6 +100 711 •50.0 465 '+50 471 +50.0 46.1 •500 481 44.104001000. 11.517-30.515 •60.0 -10.0 450 I 461 .5.0 .403 +50 46.6 40.0 159 40.0 442 *5.0 46.6 JAMB - Eosr 33.517.11.516 .5110 -1390 400 439.0 +5.0 -4.8 45.0 467 .5.0 41.9 40.0 43.4 +50 41.8 113 . 6+.15.5 91.n915 21.5+7-95+13 .5.0 400.0 450.0 j 461 .50 475 .5o mo .50 -41.9 +600- 454 450.0 475 I�,"{\- 52 Cue. 20017-23.516 030.0 -1000 .600 45.3 0940 .77.0 +63.0 456 +00.6 .73.6 .55. 0 449 + 0 48.3 AIM -&w57so. 17517.20518 460 47.3 *500 499 .5.0 44.7 +5.0 399 450 412 15.0 40.5 .5.0 451 D Camera 80. 11017-17616 +0063 .0 49.6 050.0 -73.0- • 0 '-'41.9 .500 469 +000 470 05.0 46.9 +50.0 42.5 SILL J Cubm80+ 13.017.1.519 05.0 46.1 40.0 -700 45.01 460 +500 460 .500 -53.9 - 450 42_4 *500 41.5 51106., 11164-13016 .5.0 401 +5.0 478 •50 470 +500 436 45.0 419 +500 500 +5.0 400 19141 39617-47615 40.0' .1000 .5.0 42.8 +5.0 ' .712 +50 44.8 .50- 47.1 .50 40.5 +50.0 430Ill Ilil Gabn&u 38.517-36616 +50.0 .1000 +5.0 • 48.7 •500 .77.5 45.0 .76.0 •50 -741- 400 40.7 .5.0 43.7 - :-• +4b E1. 35.517-900 .516 +50.0 -10 .50 • 420 .50 --74.0 +9.0 31.5 4000 -179 4500 40.0 .5.0 414 404o ► 75 Cum=613. 32.517-04516 .5.0 -150 .5.0 46.3 40.0 -71.0 +63.0 -714 ' 060.0 -102 45.0 402 *500 415 6+.1M1re7,.4w 29617-32.616 45.0 44.6 +5.0 -77.6 +5.0 48.3 +5.0 43.3 .500 41.6 •400 492 450 430 Custom 8126 26.517-9.518 +50.0 472 +$.0 1310 +50- 460 +5.0 45.9 ' +50 a9 +90 43.5 .5.0 415 SECTION DETAIL FOR WINDOWS WITH - slmrwt 26.616-9.616 .50.0 45.0 +500 49.0 .700461 +50 40.0 +500 41.0 .000 419 050.0 40.6 s407 *Ka -- ---- Eo . 36.5 -41915 5. + 0 419 +5.6 -176 .5.0'413 '+940 43.3 +50 416 45.0 414 450.0 40.6 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 w 2e.10=5. `15.617-38.516 459 47.2 +63.0 .17.0 .39.0. 00 146.6 +50 -51.6 +5A 49 3.6 + 0 40.6 (REINFORCEMENTS SHOWN IN FIGURES 61.80=www 33.e4-36.516 .60.0 41.7 +5.0 476 .63.0 -439.0.57.0 450 439 +5.0 419 +5.0 40.0 +mO 40.0 ABOVE APPLY TO ALL FRAME TYPES B 9116 14647 4 .41.344 40.0 '412 49.0 479 .5.0 470 +600 399 .50 479 -+500 40.0 400 40.0 CONFIGURATIONS) SEE TABLE 8.SHEET 8 FOR ANCHOR GROUP AND QUANTITY. +'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 PRODUCT REVISED as complying with 3156 Florida Building Cade „�//w,3�I 51 I I I I I I(( Acceptance 14o/ 'OWE.t i, `11 r 1. F. ;ratio Date l!121':'/�� `,Y ONV L....•- ,,/ Revision: BY ,/L/L r�i r• _; .' CICENSF.41//(�* NO CHANGES THIS SHEET. 1/4,9,3 ode Product sz* i No.58705 , NOTES: _ --.-7 - Nen: Omen By 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -7 ' � OR INTEGRAL FIN. I T: /4/1" ------ 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI Off'. STATE OF !V-- N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. F ''F/OBIOP.' . `' (941)-48o-/80071t* 0 D'i5: ',''SS/ONAL EaG•\ .237„ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR r 11/I 1 1 111111 POT MOM MEWED Nc. 98465/6bds* Scale: ShootQrooi'1V No Roc HEIGHT DIMENSION SHOWN ON THE TABLE. A LYNN MILLER PESH-5400 NTS 6 OF 12 MD-SH5400-01 B P.E.S 58705 CERT.OF AUTH.129298 • TABLE 5: -- • 0•as 1716. Boners sash Sash Design Pnssare(15411?) 1-1 Dascr5ao arylen 1+41101 6.267 uNl 661 43838* 4461 K'Iwow lute 1018th 61 112 Hight Shown In) 18 24 32 6 40 08 I 52.325 215 E46116a 11394 446.0 -1300 I.+56.0 I 130.0 66.0 130.0 .66.0 -180.0 6610 -1300 .650 -129.0 r +65.0 410.0 SIW60 Canape 14.611-15610 65.0 1300 6660 .136.0 .4.0 -1300 +650 -130.0 660 130.0 446.0 -127.0 66.0 -1160 25 0+57611 11.6314.516 +65.0 -130.0 +060 130.0 666.0 -130.0 +65.0 -130.0 665.0 .130.0 65.0 -130.0 66.0 -130.0 0900547,004* 11377-11.502 65.0 -130.0 666.0 -130.0 66.0 430.0 +66.0 -1300 610 .130.0 66.0 430.0 666.0 .123.0 West 23.51725.216 665.0 130.0 +055.0 130.0 .80.0 -130.0 6600 -1300 650 -130.0 +66.0 II.I1120 +660 413.0 r 51.6*14400650 20.950-23116 +65.0 -130.0 6850 130.0 46.0 .130.0 666.0 -130.0 666.0 .130.0 .48.0 121.6 +660 -112.3 �SIM.EMMEN 31375 0404615 17.611 20957 666.0 .130.0 480.0 1300 .65.0 -110.0 +65.0 -130.0 +010 130.0 +66.0 -121.2 +660 -109.3 314610P,0 .+ 14.517 11.516 65.0 430.0 +40 130.0 .65.0 -130.0 65.0 -130.0 +600 1100 .660 -122.2 +00.0 1102 1 Shortest 11371 14.516 +650 -1300 666.0 -1300 .66.0 -130.0 +660 -130.0 +660 -130.0 65.0 -1160 6660 -101.0 �'IP) 1+1841 27563.31911 666.0 -120.0 6060 130.0 .66.0 -130.0 +6.0 -127.0 640 -110.0 65.0 55.0 .55.0 430 rel t�' Cabs Ste 20.617-37.662 605.0 1300 +060 1300 665.0 -1300 65.0 130.0 6510 .130.0 .65.0 -1163 +66.0 -103.4 I•. ii HEADER SandVOCo6tap• 23517-26.518 I.445.0 -1305 630 I -130.0 +66.0 1300 66.0 -130.0 156.0 -130.0 T+65.0 -1101 +660 493 44 1074056 -20517.23.516 +65.0 .1300 65.0 -130.0 +55.0 -130.0 +66.0 -130 0 +66.0 -1300 +06.0 -109.6 665.0 46.4 11111 Sl51+076 Pa 11.617-20.516 +65.0 .130.0 +650 130.0 680.2 -130.0 +65.0 -130.0 +050 -130.0 66.0 -109.5 6660 461 110615i4e 14.517-17.516 +66.0 .130.0 +80.0 130.0 465.0 •130.0 6660 -130.0 665.0 -130.0 65.0 -111.3 +66.0 49.7 S5 a.t 11377-14.516 666.0 1100 4050 I -130.0 650.0 -130.0 +06.0 -1300 .510 -130.0 .66.0 -110 80 5 + .0 .101.7 Tallest 31.513-35.911 +65.0 -1300 +610 -130.0 .6.0 -177.2 +66.0 426.1 65.0 116.0 +66.0 49.0 +56.0 .03.0 Standard Collage 20.517.31.582 +60.0 -130.0 605.0 -130.0 666.0 -130.0 64.0 -130.0 65.0 A30.0 +66.0 -1033 666.0 42.1 E4.05+ 20.517-79.516 660 -1300 66.0 -130.0 66.0 -130.0 64.0 -12.0 64.0 130.0 +46.0 -1001 54.0 40.5 MEETING RAIL e4 381106 ProYw 17011-20.516 +65.0 .1300 .4.0 430.0 66.0 110.0 6610 430.0 64.0 -130.0 64.0 404.6 64.0 437 Y3 1 Cabs 609 16517-11.516 65.0 .130. 660 430.0 +4.0 -1310 66.0 130.0 .40 .110.0 64.0 65.5 65.0 463 - 1-710";CaOos 5111 12.617-14.518 .6.0 L-1310 +06.0 -130.0 61.0 -130.0 .4.0 -130.0 .4.0 -130.0 66.0 -1109 66.0 45.5 SIN' ® e�'`g. 81093 11117-17 • .616 +06.0 -130.0 '446.0 -130.0 65.0 .130.0 .050 -130.0 6660 -130.0 66.0 -114.6 66.0 -1016 [� T•9as1 33106-37.533 610 1300 46.0 -130.0 64.0 -1190 +4.0 -116.1 650 .114.7 66.0 49.0 .40 43.0 I' 11,11111i IlL,��I • Besbis Canape 26.617-3307 660 -130.0 640 -130.0 +4.0 -130.0 660 -110.0 64.0 -130.0 64.0 80.6 64.0 401 0' 3,..... V-S3 Q 1 Epa6Y 2151726.516 610 4160 66.0 -130.0 64.0 -130.0 66.0 -130.0 +610 -130.0 6060 .1059 .4.0 411 1 23 19.626 DM=66 33117-2.515'+010 -1300 +60 130.0 64.0 .130.0 65.0 130.0 +4.0 -130.0 64.0 -102.0 610 412 6Wasb0 Pnasw 11017-20.515 .46.0 130.0 660 130.0 +4.0 -130.0 64.0 -130.0 +40 -130.0 .4.0- -10.2 64.0 42.1 • Dates Nu 14.511 17.616 660 -1300 +60 1300 64.0 -1300 66.0 -110.0 610 1300 +65.0 -104 65.0 459 I i EXTERIOR SASH C+.tos5es 12017-14.516 65.0 430.0 .4.0 -130.0 .4.0 430.0 660 .13.S 665.0 .120.6 65.0 -109.6 660 47.4 !�. EJ(TERIOR C-) HEIGHT 914+0..1 51.377-12.616 65.0 -120.0 66.0 .1300 64.0 -1241 6800 -121.6 65.0 121.7 660 -1112 6660 -1014 1111e1 36.517-41544 66.0 -130.0 1 66.0 .115.6 II +6.0 49.7 66.4. 46.9 610 -019 ' 66.0 42.7 .050 41.6 -Stet.Coupe 31017-36.516 60.0 .130.0 640 -130.0 64.0 -121.5 66.0 -131.2 66.0 .121.0 +4.0 40.5 66.0 .79.3 1^■I Eq.Flle 26.617-31015'+660 -130.0 .650 .130.0 .4.0 -1300 +4.0 -1300 4.0 -119.9 +6.0 40.2 64.0 .70.5 JAMB Y �1 Max,.Pro.** 2.517-26.516 64.0 -130.0 65.0 .1300 64.0 .1229 +60.0 -120 +60.0 -120.2 +4.0 411 610 410 (22�- ltj�••9e� 62 0a1ah Slit 30.517-2.514 65.0 -1300 +15.0 , .123.7 646 -1079 +40 -101.1 40 .10.1 +6.0 43.4 64.0 120 Cates SR. 17611-20516 65.0 -130.0 +6.0 4119 6.0 -00.1 .4.0 42.1 .4.0 69.1 .66.0 403 640 46.6 Calan Sts 14.517-17.516 65.0 4254 66.0 40.2 +4.0 101 64.0 43.4 .610 -70.5 64.0 7112 45.0 .762 SILL D Yr-1P-111 I1 Custom 64m S 13.017-14.516 66.0 .520.0 0 400 44.0 4 64 25 .660 -713 6 -750 .4.0 fl 4460 ` 4.3 4 �I 655 .6 0111 114-13.016 +4.0 -1111 +65.0 41.9 54.0 "79.6 +40 -75.4 64.0 .726 65.0 .70.0 .06.0 -700 new 39517-41444 6460 .1300 +6.0 -116.6 66.0 497 .4.0 459 .4.0 -03.5 640 419 660 -742 Cabrn Sin 35.617 10.516 56.0 -1300 +4.0 -124.2 66.0 -106.4 660 -16.0 4.0 -10.1 .650 44.9 4050 443 --_-, 6 .uta 36.617-36.616 .4.0 -1300 64.0 426.6 +6.0 413.1 64.0 -169 66.0 1090 .40 41.0 64.0 -730 ow 4.• •=asa • 76 32a10n Size 32.517-36916- 44.0 -1300 466.0 419.5 66.0 403.6 .40 499 +4.0+ -6.3 +4.0 41.2 +60.0 -730 51.16166 P.P.... 2.517-12.516 65.0 -130.0 440 -106.5 665.0 425 +6.0 15.7- +4.0 16,3 +6.0 412 54.0 -143 32.10+5015 6017-29.5161 64.0 412.1 446.0 493 +6.0 4119 +40 -78,1 .4.0 -76.9 60.0 -719 665.0 4.4.9 06554+1 25.550-26516- .66.0 419.1 600.0 46e +6.0 6A 666.0 4.7.1 650 .74.2 65.0 .71.9 6650 .71.9 SECTION DETAIL FOR WINDOWS WITH E541+se 36.517-41444 45.0 430.0 65.0 405 65.0 -40.3 666.0 46.7 .650 1.3 65.0 415 660 -706 LEVEL R2 REINFORCEMENT&GLASS TYPES 24 01 tunas Sin 36517-39.516 66.0 42.1 66.0 40.3 66.0 -019 .. 65.0 -717 +4.0 -709 .46.5 4.9 64 10 711 5116806 Proem 33.916-35510 4660 -117.1 +680 44.9 61.0 -715 +6.0 75-4 64.0 -725 .4.0 -700 .55.0 -700 (REINFORCEMENTS SHOWN IN FIGURES 5170 Tallest 1. -41.044 65.0 -117.1 645 .049 +4.0 -79.0 +0670 a14 66.0 -125 +66.0 -70.0 696.0 -110 ABOVE APPLY TO ALL FRAME TYPES 8 SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED 6S C4DspIysng with 16 Fl•ssE • 3740th. Code • .32(130. 111112/4 Acceptance ,100011111o. 6E 1S, �: ..,'16151111 Dale /172W!.• ,� 0 LYNN ,ss‘`4S 9 CENsi !! e, 4.0.„ i ►-� NO CHANGES THIS SHEET. By �/(A�-=- 5 ' *�► '.� Msos 46180 Product , (" N0.5870S NOTES; * �® Drown�„ 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME `,�J�Q'L'� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. •%� SiA7E I �: N.VENICE,FL 34275 : 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. e••••• 1 `•ftQRI�•' '�� (941)-480-1800 IRA. ,,.S3„•IYAI� �� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR ''//11111 111611 Pm INDUSTRIES.NC. Serino/Mode 5esb-- Shoot: Coor&p No. Roo: HEIGHT DIMENSION SHOWN ON THE TABLE. 76 RESERVED A.LYNN MILLER.P.E SH-5400 NTS 7 OF 12 MD-SH5400-01 B . P.E.R 58705 CERT. OF.OF AUTH.4429298 • • TABLE 6: FOR ANCHOR GROUP D.TABLE 7,SHEET 9 MAY BE USED. 444113404040 4 AISM1 Gimp 2 Amts.06310 C *050 145[051. 141108.1 4221601111424146qulfe0 tor10'W1J 2,4510. 3T WIt 36•24104 40-.01* 40•YYI* 02.15•WN 1r Wb 2P WIW 3r Wab 36•WIW 4T WI6 4r WMe 82-1*WId1 Ir mi. W WI0 37 Wldr 36'W104 40-W145 46'Wb 32-tir WI6. 016.Anchor O.C.Spacing for 0,E Gmw F 'TN6lgh.Prame"Installation Juni JmA 14.6 J1.. *116 Ian. *1114 im6 .461.0 0501412 *M at alit Sib Jamb *36 i116 An. .16040 4064 role 1n*graIFln"Inatalalon 27 4- 11°1.51 R.1. 1;.5 6.6." 11111111111 11ill " 1111 ! ti 1 ' 11211 ' 11 ' 1121121111111s f 11 ' 11 ' 11 ' 11 ' 11 ! 11 ' 11111 ' alm.uwl n.Iy.®wI56A. nape trlt al wpb 605..014 23.6 6401-01 11304 _ - '2, -. 6WIOw0 Ca6p. -14.017.15.670 . " - 2 14 --E0214111 11.%3.14.616 2 BWm6R Pv6.. 11.377-112122 2 14p1 23.617.21 236 _ _ _ 2 , 61204303Ce0+P 70.056-23.615 2 , 37 375 Ega1-119 17.517-20.967 - - • _ 2 , -61204114P4:4160 14.517-11.516 - _ - 2 511.41661 11.]77-146162 , , TakeT. 27613-31.6H -. . _ -- 3, Caaan 6a. 26.617-276323 661414 1. 047666623.511-3660 _ 3 44 6,036146 20.517.23.516 - _ '-- _ 2 _ 31.14.16 Pa 17517.20616 - 2 _ Cale.346 14 617.17602 - aro, 11.377.14.510 _ 2 761.21 31.013.33.611 - '3 awns.Canso. 26517.31662 QS"_ l 3 , 06441-1124 10.517.2660 3 , 46 812411•0 77146. 17.617-20.602 , Callan Sao 14.117-17.5161- _ , 2 Callan 606 12.617-14.00 _ r _ 2 81461361 11.377-12.616 2 - - - - • l -4-SX F Town 33.166-37.036 81agN + - VF _ 3 , Caba C461666 .017.32.37 3 5Ea... 23.617.26.616 Cr 1 3 Galan 8 m 014. 617.23.60 • - 2 69.676 87454514 P.. 17.517-26.516 _ • _ 2 - , Calla0 n 06 14.517-17.80 _ 2 Callan Sae 12.617-14.60 _ '~ - 2 , 5107341 _11.377.12.8142 _ , 7.1w 30.617.47.644' " - 4 , Siw14we Coop. 31.017-30.5163 Equ 2-410 20.517.31.516 ' _16.74 _ - - . 3 , 114 Pm.w t 33 617.16616 , - - 3 - 62 Callan023 20.617-26611 2 Custom 80. 17.617-20616 - - 2 01.10(7 503 14.517.17.511 2 _ 01.7411 00. 13417-14.515 2 _ e7,44637 11.14.13.146 , . . �. . 2 -. T44I 0617.4164 4 _ 45444 SaSalt30.017-36.616 E4wLb 36,617-36515 _3 76 Cuban&4 32.517-36.016 _ 3 s 874PIA* 19.817.32.515 _ _ . ` 1.7414 _ _ , 3 _ 71 0.4.55. 20.717.20616 - - _ _ - 3 - 0601O1 3.516-25.60 ��_ 3 E61w1-1b 36.617-4164 - •-• - - I a Calan Sat 36.117-3 6 616 j ' 3 _ 6160.14P154.0 33.610-35116I 3 , gin 1611W •• -4164 j 1 - _ - - 1 4- _ SEE TABU 4,SHEET 6 FOR DESIGN-PRESSURES WHEN U IN IS TABLE. •'MIN.SASH HEIGHT=WINDOW BUCK H IGHT-50.136 PRODUCT REVISED 66 complying with the Florida Bbildmg Code Acceptance No `s\r1W1`•YNA/j" Revision: F.''``��lation Dote/l'JL"lae{6 0+ 20 �'1't'.•uceN''••'4!/ r% F.),. NO CHANGES THIS SHEET. BY 1. :l4146»rt Product cq.7ol 1)USE THE ABOVE'ANCHOR QUANTITIES REQUIRED 'TABLE FOR I NCHORS INSTALLED THROUGH THE FRAME. .. * :�1 i *: 0 f„� per: Drawn By: 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACING 'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. ' .7 f Y` 1020 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK.'MR'a MEETING RAIL, �/ N.VENICE,FL 34275MU: Date: �O ''• SINGLE HUNG WINDOW INSTALLATION -NI 05/15/15 1 , 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,''y/SSi�AL a_:o% coPYP36HTe*1611 II'II 1111111,5' nnar 6ie;aEmEo SerN6/M6d4: Scots: Shot: Drawing No. Raw ALL 5)REFER TO TABLES 2 8 3.SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN MLR.P.E SH-5400 NTS 8 OF 12 MD-SH5400-01 B P,E.1 61706 CERT.OF AUTH.129296 TABLE 7: Anacc Gawp 6 anchor powC Anclo.Geo*0 • Anohol Quantities Required 601 10'WILY 24'WILY 32'WILY iC Wb 4r Wide N'WIC. 63.11'W1a6 15'WILY 24'WIM 17 w.se 30'5101 40'WILY 4r WILY @.1T WY 1r WILY 20'WILY 32 WILY 36-WIEe 40'WILY K WILY 02-110'WILY , Ms.AnCh07 0.C.Spacing I0r Grout'7 "Through-franlr"InadlatiOn Joan .bay Lma Jane .are Loy Mr* .4.115 Arab Arne 3ary Lay Jen* Jay .51116 int, Jn77 Jalne J4_* Sane Say 'MOsgrelJh" Inablicon 3r ;]" Cenobr5pin6anf fff ! f ' 1 ' f ' f f ' ' f f alM.0Url Ra?g®bWow^ n a - ilS2l Hl < i < l ilffilil g1111011Ti { f ` A B { lOil $ lal3l il ' 23.5 5164611* 11.394 4 - , Mend.Canape 14.617-15.575 1 I I I 26 apnea. 11553-14511 2 I Manned 11/4.4414 11.177.11.503 2 _ .; Talon 23611-25161 Stan.Cedar 20.56.23511 - . 37 375 E511.541 17 511-20.057 'MOW Pg44w 14.611-11.616 , 5.0.46 11.377-14_516 'NNW 27.55-31911 Cat.Spe 25511-21.562 StCLYl Cottage 23.617.26.516 - M Epafae 20.017-2351f 5IW 4 Po4ae 17.517.20516 1 ---- (yam60e 14517-17.615 **eel 11.377-14.516 - Teei 31.51-36.511 llrrLYM Catlap 26 617.31.852 u- Edemas 20517.28.515 - N BaILYr5 Moos. 17.611-20.515 Rohm We 14.517.17.515 _ , Malan Mee 12517.14511 , 'f, &44_1.1 11.377.12.011 fTaal 33.255-37.536 * la da.Con*. 25.517-33.207" EpnS*o 21 517-26 615 49 525 Cubm hue 20.617.23115 - j 814,41441 Poo.* 17117-20.5111 , SL Cuban Spa 14.517-17.6%• Cabin 505 12517-14.51 _ 51166771 11.377-12.514 - Teaa1 35517-41544 MenLYM Canape 31 517-35.518 Epa4la 26117-31.51! - SaCLYM Pave. 23.617.26.511 12 Dube W4 20.517-2351 Choc 651 17517-20.518 I 1 Rolm Mee 14.517.17.615 - Calsm Mel 13017-14.515 _ _ _ - , . Shones5 11954 15,015 ' Tact 39517.41.544 - - - Camber,Eine 35517.39.51 _ EpaH14 3!.617-38518 - _ , 75 Custom 812l 32.5I7-36.616 '3 _ _ , _ , - - 8agey*maw 213517-3E516 _ - - [WarnM2e -26.51/-255W . . 51101.41 --- 25515.29516- Epa1a4 38.517.41.644• _ - - 54 Cuelem 871 . 36.617-3551 _ - - - S5oa0 Pro4wv 33.119 35.515 , , _ 01.75 74414•1 " -4151 - - ) - - SEE TABLE 5,SHEET 7 FOR DESIGN PRESSUR S WHEN USING THIS TABLE. '"MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISSI 75 Complying with the Florida Code Building 00 N "0- D.D(e_ Acceptance No) 331'1 r I l i 11 I•7'I, R*Nan: P.tgrirarwn OW (n L �0pY LYNN 'i, r,,, NO CHANGES THIS SHEET. By .j/2. . - NOTES: `;''. .� *: No.58705 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED 'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. _ '✓k: Omen BY pssclpdon: 2)USE THE ABOVE"Max.ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. A'. " ' Q'; 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI �:441 N.VENICE,FL 34275 . 3)FRAME DIMENSIONS ARE BUCK.1.E=MEETING RAIL. %O'n 1 1 Dob. F ','....1O',..‘„„(..8,,‘' • 5154> 600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ''',5S/ONAL Soo6Tw02017 // I� 1�,1 3 Sadao/WON: Scots: SA6N: Ol0wglg No. Row. 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN AALLER`PSE. ALL RIGHTS RESERVED SH-5400 NTS 9 OF 12 MD-SH5400-01 B P.EA 58705 CERT.OF AUTH.929298 3.500' - 3.500' - ... 3.500' - 3.500' -_- 1 --.-IH-- .062• --►1H- .002" --,-1i- .00r -.-11---- .062• ID r ,.463• die U ' 1A63' J I ,.,63' ,.463• .D70• -H - -- et•r m� 1 ;-j1:21JJJ,LLL,,,ll! 7,5 o O 1 � � 0 1 0 � � o '�' J.CHANNEL FRAME .825 FLANGE FRAME FIN FRAME EQUAL LEO FRAME -�'1 1.186' 1O HEAD/JAMB 3 O HEAD/JAMB '�LIGHT SASH ,.375 O HEAD/JAMB 1.375' HEAD/JAMB �/REINFORCEMENT 070' -.-11--- 1.18r �- 3.483' 3.483' { 3' -� - - .070' �1�- .062• -}II[' • 3.483' -�{ ( 1 /r -.-41-..-- .0_,N62,;" t -.1�- .082• I ~�- .OBr .76,' 11.�2.444' D i1ij2y �_ O STANDARD O REINFORCEMENT HO MEETING RAIL MEETING RAIL REINFORCEMENT C- -L�ZIIf2 Ma=I �I rm.�'m IN i .625' T OFR J-CHANNEL .825• [1 O FLANGEFRAME SILL 5 ( SILL FRAME O FRAME SILL EQUAL LEO 1.375• L, �_ r-- 1s7r r 1.841' I 1 o 0 7 -.I 1Z1S 1 +.375 l 2.176' 1 i. 1 .._I 7 I -1 2.100' -. r 1.47r 1.565' .065" + I OBB' 1.375 I �..�j.� o O 1 .974" .355 .SBO"I f ) .060'r-T-_.�A71' �" -�.347.. +-{ 1231' - 1.000' F - .035 .10.70'J .070' .060' LIFT RAIL BEVELED 14 NG NAIL 16 SASH RAIL CE 17 CO 18 SCREW COVER 19 NTERLOCK20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED . m complying with the Ilnrido Badding Code -i.. b.0 r. AcecptPb `'2�2D ,t I l I I l r Expiration on uatc N12.011.2 �I 3 6Th4 ` �0 CE NN'�/, �� Revision: CHANGES THIS SHEET. 0j' ./t f .864" .301' • V,CEN4'..(e,, 14 9 �.. r, .754" .750' * No.58705 *_ �1 .035 .025' -.{+ - = Description Drown By: �~E�TIj" __� 7 . �- 1070TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI EXTRUDED ROLLEDAE' "' T <[/; N.VENICE,FL 34275 73 IO BEAD SCREEN FRAME 9, SCREEN FRAME �T ST E �(/` TRW Date: (C F/ORMA... ?� (941}480-1600 SS �G G oy SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ',,,ANAL s-t��\` PGT INDUSTRIES.INC Series/Model: Scale: Sheet: Drawing No. Roe A LYNNP.�ILLER P.E. NTALL OFAUTHiGlitS RESERVED39SH-5400 NTS 10 OF 12 MD-SH5400-01 B P a 58705 CERT.OF AUTH.#29296 TABLE 8: TABLE 8,CONT.: SILICONE HOT-MELT BUTYL Bill of Material Bill of Materiel,cont �� STRUCTURAL -4>♦ SILICONE # Part# Description Material # Part# Description Material STRUCTURAL lb, FOAM ' 3116'NOM. POLYISOBUTYLENE 114"NOML 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel 10' WITH 0' 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 72019889 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Zinc EXT.GLASS / EXT GLASS / 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 78X1180PTX#8 x 1.1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS /� /� 5 620105 SWDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 78)04PPA #8 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fln PVC 51 420181 UR Bawled Tilt Latch Corner Key PVC INT.MAN INT.GLASS 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7834PHFL #8 x 3/4"Ph.FH SDS(Corner Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top 8 Bottom) PVC 54 420183 Tilt Latch PVC '4SG TPS 'SPACER®NXTTh" 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18' 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast ZincREINFORCEMENT pOLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Corner Key PVC 4 BUTYLENE - R,,,-- 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc BUTYL& ,��'CU SILICONE SEAL 9 ROLL-FORMED_ 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc DESICCANTSTAINLESS STEEL OAM 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SOS(Pull Handle Screw) SS EXT.GLASS , 0 30 61644 Weatherstrip,.187'x.270"Fin Pile 68 420188 Bottom Latch Strike Plate Cast Zinc EXT GLASS ` 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 5/6"Ph.FH SMS(Strike Plata Screw) SS , III 32 61719 Weatherstrip,.187"x.220"PolyPile 73 720138 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT,GLASS INT.GLASS 35 78X1MTTT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 75 71846N Setting Block(7/8"x 1"x 1/8"),85♦/-5 dura. EPDM 36 78X311-IPX #8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 80 81012 Extruded Screen Frame Alum DURASEAL® XL EDGE 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 81 81011 Roll-Formed Screen Frame Alum (-,-;\ O 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720X0000( Constant Force Balance 83 47042 Screen Comer Kay with Put Ring PVC 41 #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 64 47041 Screen Caner Kay without Pull Ring PVC 42 Spiral Balance 85 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 61818C48 Screen Cloth Fiberglass 44- 78X114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61635/81814 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description MaterialseonuCT REVISED ,ii complying with the FMrida 76 Kommerling 4SG TPS Spacer System luildmg Code See this ,I I r I tt r,, .�coora�No I i-pb3...)1: 77 Quanex Super Spacer nXT with Hot Melt Butyl ‘‘‘,,t,1 ON�YNNrr77 y,4,t,, ., Dae •is Sheet for • 78 Quanex Duraseal Spacer Materials ��� 4'�` �wEp •.• �% I' ii �` NO CHANGES THIS SHEET. ti+� /,• G, •- 79 Cardinal)L Edge SpacerV. REFERENCE TEST REPORTS:FTL-8717,8968&8970 Z* .' MX 55706 *7- e D.crtptkm: Drorn 7:i, ....n ��. IO7OTECHNOLOGVDRNE BILL OF MATERIAL(BOM) J ROSOWSKI TE N.VENICE,FL 34276 '°tOlitDA. (941NB0-1800 rue: not.: tr.,�'••• .••• � SINGLE HUNG WINDOW INSTALLATION -NI 05/15/15 NOTES: BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. '' .LYNNIr r)AL t���\`` POT wJ RIGHTS �Modi1 S`or°. Shoot: Dewing No. '+o- 2)ITEMS#9-13,15,24,25,28,29,34,39,61,62, &68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LVNrI N�ER,P.E. SH-5400 NTS 11 OF 12 MD-SH 5400-01 B P.E.#58706 CERT.OF AUTH.#29296 • OPT.SWEEP LOCK \O 0 OPT.AUTO LOCK • m .....7:1.... ' 0 ®ORO ! 19'411,,ibLe © �\ lk iI is o \ (DOR t OPT.PULL RAIL (� 0 ©' iititik!') \ COVER Ft: i t Q , Q ,11 • II _,iI.,,j..T .,.s,,.',,,'.„ ,\\\ OPT. EVELED O MITERED FRAME WITH ®BINTERLOCK INTERIOR AND EXTERIOR 8 COVER , FRAME WF1DS \ \O m A��GH :ZO._.._..- :.....z.T.,.. I , \`. OPT.PULL HANDLE � • i• SCREENES ` �� wlrH L HAN ASSMBLY \\IIII . •,iI 0 DETAILSX11: , ' .t ' CONSTANT FORCE i, � /� OORO BALANCE OPT.PULL 42 0 SPIRAL BALANCE MANDLEL I 63 O -0 '� MITERED FRAME VRTH SASH INTERIOR AND EXTERIOR '-- (--(D2N. -.7_,,, IT .. va)°R0' :S.:: , 0 _ ASSEMBLY �� FRAME WELDS Q A, E ii• ., •.. Q DETAILS 0 Q , © \� _.- © ,y complying with Ow Florida .i ,013i1CT REVISED Buildio Code FRAME 4`. `�'• JTsT0 7T Banton: Expo ratl000 Doie ASSEMBLY ®' \'�', *"\ '••,•., pNY LYN�y %,� N�'1� NO CHANGES THIS SHEET. "" �� 'C'.• L-1 N '••.�! : / A4i®I DadNsrodrxl coetTm, DETAILS \ ;F • • _*: No.58705 \•'•. 1 =-Q• 7 • *- ® Description: Drown By: EXTERIOR •••'`.• \ =7D•'•. �- : +07DTECHNOLAOYDRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: �• ATE 45i N.VENK •FL 34275 '"./1 .....,.42 G�4`` (�1)-480-1� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ` i S COVfRWIw 07D17 2)J-CHANNEL FRAME SHOWN,PARTS N 1 8 5.OTHER FRAME TYPES APPLY. ',rr'ONAL11'1' ;`‘� POT UNWORN&INC. : Deming tip. Rev; 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 A 7. A LYNN M1L�E pE. ALL ROOMS SH-5400 NTS 12 OF 12 MD-SH5400-01 B 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.N 58706 CERT•OF RUTH.N7B2D8 -rd., City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) • 800 Seminole Road c C j-� c� ZO /�,�� Atlantic Beach, Florida 32233-5445 �J ` Phone(904)247-5826 Fax(904)247-5845 / 7ZC) � nq? E-mail: building-dept@coab.us Date routed: �` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z 1 17 I� Qi'E 1�,�C— Department review required Yes o 1 /� l Building Applicant: P �r�{Zt. ( cL�/\ ti�, •`-mac o _) Planning—&Zoning Tree Administrator Project: VA) 1 .Ow5 Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Q proved. ❑Denied. ❑Not applicable (Circle one.) Comments: UILDING PLAN G &ZONING S/� �/0 �,,1 Reviewed by: Date: �(J TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 J � sT;y„, Building Permit Application City of Atlantic Beach OFFI \ ; `� r�� 80052minoleFuad,AtlanticBeach, FL32233 " CE COPY Di=''r Ftione: (904)247-5826 Fax (904)247-5845 ,bb Address: 3 i 1 1 T Jek: c-Ak.)e Fl.rmit Number. R E5 z-C) 007 1 Legal Description C5jl-OS—gCl e . P-1-`` ��1, e-an- ' r- #�• I E1© 01F7- FBFtt 110 J I'�-i-© .)03 Valuation of Work(I� ^ placement Cost)$(, "'t ).°� Heated/Cooled S '------ Non-Heated/Cooled' 0 Class of Work(arde one): New Addition Alteration l pair Move Demo Poo16.....MLidoi___Aoor O Use of exasting/proposed structure(s)(Circle one): Commerdal Fesident. O If an existing structure,is afire sprinkler system installed?(Circle one): Yes No O Sibmit a Tree F%moval Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type ofIN. oT •- _ s ed: S _weo., C -- ►n c , _'12.e F 512 ' Florida Product Ala.,. r . - • • for multiple products use product approval form Pro.•:- Owner Inform- ion Nam-: 41bA�a-- __ f: 1t Address: 911-1 €)@c. -! at 1. W. M.eif�1 �. sate f---(„, Zp Sa 'Ti1J- Phone „ — jjSI E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) -------- Contractor rteContractor InformatiQn 1111' Name of Company: American Window Products Qualifying Agent: t�tr\ c • Address 2633 Powers Avenue Qty state Zp Office nhone`131-ao1Lig Jacksonville FL 3220Zbb Ste/Contact ly, ,mber Sate Cert ification/legistrat ion#Ceckds GO—) E-Mail�,\l' r__2jRcrec'i.Czr,�\. -- Architect Name&Phone# N C'301 Engineer's Name&Phone# Workers Compensation iia,/ObE X. - 01 a0--i W 3 - (A ri lo Ezern t/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installat ions as indicated.I certi d r? l�tr4laI commenced prior to the issuance of a permit and that all work will be performed to meet the stars t�{,aII-tkae laws , at inog.t,.,y construction in this jurisdiction.I understand that a separate permit must be secured for EI.ECTFICALWORK,PLUMBING,9C WaL$ FOOL$FUFNACE9 BOILER9 HEATERS TAW and AIRCX NDITIONERS etc. OWNERSAFFIDAVIT I certify that all the foregoing information is accurate and that all work will be done in ggiolian&v2 Qll applicable laws regulating construction and zoning. WARNING TO OWN6 YOUR FAI LURETO REORD A NOTICE OF COM IVM l mR;4„-,nt RBEULT IN YOUR PAYING TWICE FOR I M PROVBV1 B' fSTO YOUR f ifFywiNtEmp, FL TO OBTAIN Fl NANa NG, CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE ¢ J z I NG YOUR NOIICEOF WM M ENGEM SVT. a o o ° , n w — o O mQ8 ca Sggiature of owner o including Contractor) (9giature of Contractor) V � v U 0 R Sgned and sworn to or affirmed) •-•ore me this ii dey of 9b.,,,..„,,areff,„ . t4..•• a 4.'`• dk O ' a / //v /i^ /Ai d///i' t 2 . ature of Notary) Cr ure of Notary) Li. LL, g L 41,4rolrBY,?Uee,c EVANGELIE CLARKE o,Pa;?u%c EVANGELIE QD1 a m Commission#GG 102835 # •• ` * Commission# 11 3E' 5 0 [4s�nally Known OR , ; Expires May 9,2021 °� '' ,oma Expires May L W 0 '''-!•,,,k204.7 p y conal ly Known OR ', p2, Bonded Thru Budget May� C W [ ]R-oduced Identification f°Fr\-n BondedThruBudgetNotaySevices [ I Produced identification DOFF` >ryServlces Type of Identification: TypeJof Identification: L.1 5