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1731 SEA OATS DR RES23-0044 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: CHANEY MARK 1731 SEA OATS DR ATLANTIC BEACH FL 32233-5828 COMPANY:ADDRESS:CITY:STATE:ZIP: FLORIDA GEORGIA WINDOWS AND DOORS, INC. 11290 St. Johns Industrial Pkway JACKSONVILLE FL 32246 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 0442 SELVA MARINA UNIT 08 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1731 SEA OATS DR RESIDENTIAL WINDOWS/DOORS Replace all windows $9926.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 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. 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. 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. 1 of 2Issued Date: 3/10/2023 PERMIT NUMBER RES23-0044 ISSUED: 3/10/2023 EXPIRES: 9/6/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.25 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $154.25 2 of 2Issued Date: 3/10/2023 PERMIT NUMBER RES23-0044 ISSUED: 3/10/2023 EXPIRES: 9/6/2023 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 r'` ''''-,,,, l Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department ALL INFORMATIONJ HIGHLIGHTED IN GRAY800SeminoleRoad, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us ilw- IS REQUIRED. Job Address: i-1.3) aO-- 03. i&1 Qe.o.d., Ft_. 30D.33 Permit Number: tS23—00131 Legal Description -`6S Oc-I _a5 -0 g,t .Se D- Maile,,,L)t.&4-iti (A}gIIkk/RE# /7L 026 - 047z. Valuation of Work(Replacement Cost)$ `•T` y' lo l9•°D Heated/Cooled SF Non-Heated/Cooled Class of Work: New DAddition DAlteration Repair Move ODemo Pool Widow/Door Use of existing/proposed structure(s): Commercial Residential If an existing structure,is a fire sprinkler system installed?: Yes No Will treels)be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: RcrIA.,-_Lr, $9 11 IA, /t 41 0,-A, S Florida Product Approval# 2-3`j, I for multiple products use product approval form Property Owner v t In formation L-Name OWh', Address 11 eta Ocz,k Pr. City O/L. State Pc, Zip 3' &3 Phone 3/0. 713 . Z7 1/ E-Mail 144-Ct9C ¢(e,,ESfe.yi¢4a0 :6001 Owner or Agent(If Agent,Pow4r of Attorney or Agency Letter Required) Contractor Information Name of Company i OTO 0 k 1----0:01..1 Qualifying Agent I\C.LL. 'gLLIVIA..0 Address I 1 -SI'. vtG.Ql]_4-rtcelL- V - e.4- City _kieblcirvi Ile State ? Zip aa Office Phone ctbd- LD -1 I-'701 D Job Site Contact Number State Certification/Registration#C21b-k 1c, E-Mail `t--llb,vi(3),Cet&CipIk Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer 17 polity OR Exempt Expiration Date 3, 1. 2-0 2 3 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 the standards of all the 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. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C• SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE li RECORDING YOUR NO ICE C_MENCEMENT. Signature of Owner or Agent) 71"---( Signature of Contractor) Signed ds rntojyby •.ice' •ay of Si:nedands• •r..... •rte• •. •• • • u' •ayof y N. - 4,-. 2:.Gate of Flor l ?R. lc`,_Y:. My C. ,)( :51030 Tiffany L I.- gnarl,'• f .ta4 b« •w. Eiptres,`" r },aC"Notary) Personally Known OR personally Known OR 1 Produced Identification 1 Produced Identification Type of Identification: Type of Identification: JOB COPY MIAMI-Da) MIAMI—DADE COUNTY,FLORIDA COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)www.miamidade.aov/building 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 C dated 03/10/20,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 ifthere has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse ofthis 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 and renews NOA No. 17-0630.06 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. CIIIIIMMIAMFDADE NOA No.20-0401.04 Expiration Date: July 30,2025 Approval Date:July 23,2020 7/16/20 Page 1 JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under 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. Submitted under NOA No. 17-0630.06) 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 Manuel Perez,P.E. Product Control Ex• • • r NOA No.20-I•01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-1 JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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. Submitted under NOA No. 17-0630.06 2. Statement letter of no financial interest,dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. Submitted under NOA No. 17-0630.06 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. Submitted under NOA No. 16-0714.04) 4. 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) 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. Manuel Perez,P.E. Product Control Ex: : n r NOA No.20-I 01.0' Expiration Date: July 30, s 5 Approval Date:July 23,2020 E-2 JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision C dated 03/10/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idalmis Ortega,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014),dated 05/15/15, 08/29/17 and updated on 03/10/20 to the FBC 7th Edition (2020),prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez,P.E. Product Control Exa• ; r NOA No.20-1•01.0 Expiration Date: July 30, -; 5 Approval Date:July 23,2020 E-3 JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 2. Notice of Acceptance No. 18-1217.15,issued to ENERGI Fenestration Solutions USA,Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 3. Notice of Acceptance No. 18-1217.16,issued to ENERGI Fenestration Solutions USA,Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition(2017) and the FBC 7th Edition (2020),dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated March 10,2020,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section,dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.06, issued to PGT Industries, Inc. for their Series SH-5400"PVC Single Hung Window-N.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez,P.E. Product Control Ex : n•r NOA No.20-I•01.0• Expiration Date: July 30, - , 5 Approval Date:July 23,2020 E-4 JOB COPY ANCHORAGE l 1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8"MAX.O.C./ 21-518" FOR ARCH-TOP RADIUS-TOP 52-118"MAX.BUCK WIDTH -- MAX.O.C.l HEADER(SIM.FORALL VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FORALL FRAME SEAM 30' 12"MAX.WINDOW TYPES) _ WINDOW TYPES) B,SEE 4__, MAX.O.C. y 52-118'MAX.BUCK WIDTHSHEET3 1- I I J 10'MAX.FROM SEE SHEETS r 1-1/4" B.SEE I II A SEE 12"MAX.I 11 FRAME SEAM D,SEE.__. r 8 89 j1 SHEET 3 — j 30"MAX.O.C. I 12"MAX. SHEET 3 — I LIGHT FRED VWIDTH— --1-II II SHEET __ 1 t B,SEE 30"MAX.O.C.--I tI I- I 12"MAX. C,SEE 1 A SEE r'------1-!-, 12"MAX. SHEET 3A _,,,.._____ 1-••- SHET 4 i I 1 SHEET 3 LY FIXED 1==— - I i / ESPACED LIGHTVISIBLE 17-7/8" AX.O.C.SHEET3+ IIS I /I 12"MAX. i I / EQUALLY I 17-7/B"MAX.O.C. ANCHORS PER I I 1 SPACED I— TABLES 687 HEIGHT _,_ EQUALLY III I I /III 17-718"MAX.O.C. I /ANCHORS PER 91.78" SPACED I TABLES 687 Q I /01 I /I.. BMAX. ANCUCKHORS687IIIII / II 62" QI BOOK I I MAX.I / t_ - HEIGHT A BucK i IiiI II HEIGHT X I 4 HBUCK EIGHT x l 4 T A I X I I II 10';AX.O.C. HEIGHT rN A X•I 4 A( 178MAX.)L 10'MAX.O.C. I 10'MAX.O.C. 11 I _._-. _._.-- L—._ . SASH III I /ILII 1}3!4"MAX.O.C.I L_ I 113-314"MAX.O.C. EQUALLY j SASH 113-3/4"MAX.O.C. EQUALLY I L__ n 17-EQUALLY I / SPACED I / VISIBLE _1_ SPACED IIII I III ' SEE T I ANCHORS LIGHT ANCHORS PER SHEETS J ,I I TABLES 667 i / STABLES667 . / HEIGHT A I TABLES IIII I / IIItI IA B&9 II 1 / 1 117'MAX Ai A 6-12'MAX. I 1111__•_________...J111II_ --_- _—- -'lid)6-I/2"MAX. IY I_ll, t ANO ANCHORS AT SILL '- ) 1 J NO ANCHORS AT SILL •( BJ _J NO ANCHORS AT SILL ---{t ` D 1-114' --{- E SILL WEEP-B ' SEE SILL WEEP-B _ I SEE SILL WEEP• I Ill I_SEE SILLWEEP- 52-118"MAX.BUCK WIDTH NOTCH DTAILS, SASH VISIBLE NOTCH DETAILS, 52-118"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DTAILS, SHEET 3 LIGHT WIDTH SHEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW 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&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&EQUAL LEG/BOX 3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN& LEG/BOX EL..4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES 6-7 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 ANCHOR 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.NCHOR QUANTITIES 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. EXTRUSIONASSEMBL &PROFILESPARTS ST 11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM EI300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL TESTING AND GLASS PER ASTM El 300.2020 FLORIDA BUILDING CODE(FBC),7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 2017 FLORIDA BUILDING CODE(FBC),6TH 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/AFBPA NDS-2018 FOR WOOD CONSTRUCTION PRODUCT REVISED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ALUMINUM DESIGN MANUAL,ADM-2015REVIEWED as Complying with the Florida 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVED BY THE AUTHORITY HAVING JURISDICTION. Building Code 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;DEWALT ULTRACON.;ELCO/DEWALT CRETEFLEX NOA;ELCO/DEWALT AGGRE-GATOR NOA: AISI 5100-16 NOA-No. 20-0401.04 ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; AISC 360-16 Expiration Dat•;17/30/2025 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL A A(t'"'(1///RaNaicn: 1 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.N\ ‘AY LYNA, ///, C)UPDATED TO FBC 2020,Br: tti1altiuee_iGpp...44 Miami-padaade ProduetCo trolUSERINSTRUCTIONS:LICENSE .<( REVISED ANCHOR TYPE TABLE. I-P 11 DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. P' AK-3/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDmONS. =*: N0.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN : O..o,Bon: oruan' PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW --O , (/.'J^r _ 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 0, •"4, 1.9 Z N.VENICE,FL 34275 - 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS ,Oma•-. E OF (V (941}400-1800 Tldc FOR YOUR OPENING'SCONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. v. ,. c[ORION.-' : SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ss/ONAL ENG's' s""'/A/o°''' Sco1. 6-nIn°Nn R°" NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A./EYWNtMILLET/,P.E SH-5400 NTS 1 OF 12 MD-SH5400-01 C INTEGRAL FIN OR EQUAL LEG/BOX).P E.#58705 REGISTRATION 029296 JOB COPY TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table# Sheet# Types Options Conflge Shapes Installation Options that may be used see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 3/4"LG.:1/8"A Exterior Cap+1/2"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 Cap 4,5 6,7Equal-Etta, Square/Rect., Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Through 3 3/4"I.G.:3/16"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,7 Flange 1-4 Orld/Prodew Arch-Top 8 the trema ....into Concrete/CMU-sheet 3,option 2 ofthewindow 4 3/4"LG.:3/16"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 2) 8 Cottage Radius-Tap through lx Buckstrtp Into Concrete/CMU-sheet 3,optlan 3 Into Metal-sheet 3,option 4 A"=ANNEALED;T=TEMPERED Into 2X Wood Frame 5uckstdp-sheet 3,option 1 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Box I Equal-Lite, Square/Rect., Equal-Leg 1-4 OriallProsiew Arch-Top 8 Through the frame ....Indo Concrete/CMU-sheet 3,option 2 GroupAnchor Substrate Min.Edge Min. Materiel MM.Fr Min F. (#4) College Radius-Tap of the window ....through 1X Buckstrip Into Concrele/CMU-sheet 3,option 3 Into Metal-sheet 3,option 4DistanceEmbedmentStewScrew92ksi120ksi P.T.Southern Pine(SG=0.55) 7/16"1-3/8" 1s8 Screw 60 ksi 95 ksi Through the ....Into 2X Wood FrameBuckstrip-sheet 4,option 5 10 SMS Steel,A36` 3/8"0.050" J-Channel Equal-Lite, Squwo/Rett.,ire reltin......410 Screw 90 ksi 110 ksi e9 Into Metal-sheet 4,option 7 steel,18-8 S.S. EEn/De ran A9we-Getr 57 651 W' (#4 r'riel/ProMew Arch-Top 8 Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) enoughthe trams Imo 2X Wood Frame/Buckstdp-sheet 4,option 6 or 410 S.S.) Elco UkreCon# 155 ksi 171 MO8 Cottage Radlus-Tap A Aluminum,6063-T5' 3/8"0.050"3/16'oaWalt unreCar.B 117 ksi 1e4 ksi of the window ....Into Metal-sheet 4,option 8 3/16"steel Ultracon or P.T.Southern Pine(SG=0.55) 7/16"1-3/8" 1/4"DeWalt UareCun+9 148 ksi 164 ksi Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 Ultracon+ Concrete(min.3 ksi) 1" 1-3/8" 4r0 SS Ek.NDewaB CteteFlexe 127.4 651 199.7ksi integral Fin Equal-Ute, Square/Rect., lotegrel yt.,.... ..,,Into Metal-sheet 4,option 7 3/16"steel Ultracon Ungrouted CMU,(ASTM C•90) 2-1/2"1-1/4" 608345 Aluminum 16 ksi 22 ksi 1-4 OCott gew Arch-Topp Into 2X Wood Freme/Buckstd sheet 4,option 6 A36 Stew 36 ksi 58 ksi Cottage Radius-Top Through the frame P- Pt 3/16"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" Or.33 Steel Stud 33 ksi 45 ksi ofthe window ....into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9/16"1-3/8" 12 SMSFIGURE B:FRAME TYPESSteel,A36' 3/8"0.050" FIGURE A:FRAME CONFIGURATIONS steel,18-8 S.S. Steel Stud,A653 Co.33' 3/8' 0.0451"(18 Ga.) A,or 410 S.S.) Aluminum,6063-T5' 3/8"0.063" M•^, 1 B 1/4"steel Ultracon or 6 Ultracon+ P.T.Southern Pine(SG=0.55) 1" 1-3/8"9/ 0 O' 0 G, 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" BOX OR 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8" FLANGE t_ EQUAL- 1/4"steel Ultracon Concrete(min.2.85 ksi)1" 1-3/4'. LEG Ungrouted CMU,(ASTM C-90) 2-1/2"1-1/4" EQUAL-LITE ORIEL COTTAGE CConcrete(min.3 ksi) 1-3/16" 1-3/4" 1/4"steel Utracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4"FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi)1" 13/4" --.--I BUCK WIDTM1--.--..-{BUCK WIDTHI.——..-IBUCK WIOTHf..— me„ s. Mme` 1/4"steel Uitracon Concrete(min.2.85 ksi) 2-1/2"1-3/4" TT T I-- ------i 1/4"steel URracon+ Concrete(min.3 ksi)2-1/2"1-3/4" T r- 0 01 0 ll' 1/4"steel Ultracon+ Ungrouted CMU,(AS1M G90) 2-1/2"1-1/4"L. 9/ _ ®, _ ®',, INTEFGJRAL LT.w w J-CHANNEL D Concrete(min.3.35 ksi) 2-1/2"1-3/4"x 111111/4"steel Creteflex Y Y w Y c4 Ungrouted CMU,(ASTM C-90) 2-1/2"1-1/4"o o 2 w 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2"1-3/8"m m1 / 1..u.. n1 1w Grouted CMU,(ASTM G90) - 2" T 1 -- _ 1 -- --- l 1 i TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Group Anchor SubstratePRODUCT REVISED Min.Edge Min. INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florida Distance Embedment" BE USED BYBuilding Code DESIGN PRESSURES AND ANCHORAGE FORTHAT BLOCK SIZE FROMNOA-No. ZO-04 .04 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. 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8"2-7/16" L`1/ r I t'rrir ReNNsni I:ar4lration Date... 7/30/ 2025011 P.T.Southern Pine(SG=.55) 1/2"1-3/8"0\AY LY.A14//.,, C)REVISED ANCHOR TYPE By; 7d1 10 Trusshead SMS Aluminum,6063-T5" 3/8"0.050' P4.•' 1.ICENge''•lF TABLE. Miam pade ProduerC trot steel,18-8 S.S.Steel Stud,Gr.33'3/8" 0.0451'(18 Ga.) No.58705 I AK-3/10/20or410S.S.) 7t.-: F Steel,A36• 3/8"0.050' Description:Dram By: P.T.Southern Pine(SG=.55) 9/16"1-3/8" v '•j—~: _ 107oT>:ctrouoGVORrvE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 12 SMS Aluminum,6063-T5'3/8"0.063"T o` ( V• N.VENICE,FL 34275 steel,18-8 S.S. Steel Stud,Gr.33'3/8"0.050' CO '.• AT OF / ( 941}4861600 Ogee or 410 S.S.) FS-'•.<OR!?.••'• SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36• 3/8"0.050" MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. isj 0NAL E-\'',,," Series/yodel: Soul. Sheet: D,oetng No. Rw' A LG'(JNMILh P.E SH-5400 NTS 2 OF 12 MD-SH5400-01 C P.EI58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 I EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIPINTO SHEET. MU. SEE NOTE ,THIS EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD r+-- 1/4"MAX SHIM FRAME OR BUCKSTRIP. T I 1l4"MAX SHIM ---I I-— SEE NOTE 2,THIS SHEET. Jam) EMBEDMENT SASH VISIBLE I I • EDGE10. 111a EDGE AM^ 0 LIGHT WIDTH /r...,.{ L 7 /• DISTANCE FLANGE FRAME r i + DISTANCE I a I)1 a 1r.. I +ISHOWN . _ LJr ,.: u BALANCE a lla 'ni,alar.aa aa J. 1j TYPE VARIES I 1 TYP.ANCHOR 0 SHIMMY TVP.ANCHOR TYPE,limpM WITH SASH C11 TYPE, EMBEDMENT AND WEIGHT Q /' +IV© EMB ANCHOR TYPE, EDGE Q EMBEDMENT AND EDGE1EMBEDMENTANDEDGEDISTANCEPERDISTANCE PERp'DISTANCE PER SUBSTRATE Ti 0 ' I EDGE SUBSTRATE,SUBSTRATE, l` LI %V Q m SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2.i1 DISTANCE SEE TABLE 2, 1.1 EXTERIOR O SHEET 2. Cr, FIXED VISIBLE 11111! FIXED 0 C1 OPT.SASH TOP FLANGELIGHT WIDTH EQUAL VISIBLELIGHT I J LIFT RAIL FRAMFORALLWINDOWS: NOTES: SHOWNE LEG/BOX0 BUCK WIDTH FRAME HEIGHT 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A SHOWN t— I 1 0 I Cr) ® FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE ANCHORS USTED ON TABLE 2, 0 : Sj I Li © FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT ANDMIAr,I Rr e OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.EDGE DISTANCE LIMITS.ANYJrC CZ ADD ADDITIONALINSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRAE PROPERTIES,TABLE 2,SHEET 2. 00 O SCREWS X16-318 BE USED ONANV SIDE OF THE35FROMEND. WINDOW. FOR WINDOWS WITH 1/4"MAX 10 OR#12 STEEL 1/4•MAX.BUCK 00BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM HEIGHT I. 0 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, .// SELF-DRtWNG SHIM SCREWS @ 8-3/B" SMS(G5),SEESHEET2.ALL WOOD BUCKS LESSQFROMEND. THAN 1-1/2"THICK ARE TO BE pr SHEET 2TABLE ./ 1 SASH CONSIDERED IX INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF I/10J LIGHT UNIT IS INSTALLED DIRECTLY TO 1 HEIGHT SUBSTRATE.WOOD BUCKS neonu. i J sir, • DEPICTED11. AS 2X ARE 1-12"THICK OPT. USE EITHER OR GREATER.IX AND 2X BUCKS J LATCH OR WHEN USED)SHALL BE DESIGNED Eir0 IL 2)1" 0 0 'JI pIlr 0 Q BOTTOM LOCK.TO PROPERLY TRANSFER LOADS TO FLANGE J Ill J EQUAL ] QINTERIORTESTEDUNITTHESTRUCTURE.WOOD BUCK THE FRAME J '' a/ 777JLEG/BOX / NOTCHES EACHVEND. hip.FROM SASH END. EP LOCATION:6-5/8" DESIOR GHND( NSTT OF TH REN( SNEER // J D. line ME,nUSHOWN JrEXTERIOR AT I 1 3)VISIBLE LIGHT WIDTH OR HEIGHTINSTALLATIONINSTALLATIONQ`y I Q PRODUCT REVISEDALSOREFERREDTOASDAYLIGHTOPTION4OPTION4IOPENING)IS MEASURED FROM as complying with the Florida BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code EQUAL-LEG/BOX I (L I 1/4"MAX SHIM FRAME INTO METAL FRAME INTO METAL NOA-No. 20-0401.04 FRAME SHOWN I11 I I I///. at r1or—Tf7 i plc F ceiration DataLQ7/30/2025 27"X 125" cENs:':;.... 11 11(' tom C)NO CHANGES THIS SHEET. By: GLtt-1, P-fs NO ANCHORS C F WEEPHOLE REQUIRED IN Q': AK-3/10/20 Miam Dade Product trot W/COVERS VISIBLE LIGHT FORMULAS 2.87"FROM O FLANGE OR No.58705 EQUAL-LEG WIDTHEACHEND. FRAME SILLS @SASH:BUCK WIDTH-6-1/2" O Description: Drown FIXED0UTE:BUCK WIDTH-4-3/8" -:-.--"P . 1- 17..- ---- • ; 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI STTE OF • N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) s..'•.F(ORIOP•.•'•.• (941)480.1600 TAW 0#tr. VERTICAL SECTION B-B BUCKHEIGHT/2-3-15/18" 6"S%SS C, SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 7ip INI11AII L``.`` Seriw/Modot Scabs Sheet Doming No. Rer. A LYNNMILU1R,P.E SH-5400 NTS 3 OF 12 MD-SH5400-01 C P.E.#56705 REGISTRATION 529298 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 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. Imo- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-t EMBEDMENT VIIII I 1 FIN INTO 2X WOOD FRAME OR f 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE m 114"MAX SHIM - 1 4, SHEET. I 1 L, TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 0 LIGHT WIDTH a 7 CFRAMEDISTANCEPERSUBSTRATE, SHOWN Q SEE TABLE 2,SHEET 2. Jl I' ALANCE2X01ITSCREWSHOWN) ' s ssoss -1 47y VAR ES O I EMBEDMENT l IN 1/4"MAX SHIM Awl WITH SASH TYP.ANCHOR TYPE, EMEDMENT AND EDGE DISTEDANCEaI{i. IGE WEIGHT Q © Aft DSBTANCE PER SUBSTRATE, 1 111"1,SEE TABLE 3,SHEET 2. 1•:'-'= L EXTERIOR TYP.ANCHOR TYPE,NAIL SHOWN) o INTEGRAL EMBEDMENT AD EDGE FIN DISTANCE PER SUBSTRATE,0Hi'FIXEDGHVISIBLE FRAME SEE TABLE 3,SHEET 2.FIXED 0 OPT.SASH TOP 0 LIGHT WIDTH VISIBLE CT LIFT RAIL J-CHANNEL SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT 1 FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR Q 3.55" BUCK WIDTH 1 I I FROM END ADAT 1)USE ONLY HORIZONTAL SECTION C-C a i.." CENTER. SUBSTRATE-APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 l'....-7:e.,\ OVER 36"WIDE' OF SHEET 2.FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.73 Lr0• ," q • ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4" SHIMMAX. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. II ''I'I' SCREWS 16-3/6" INSTALLATION OPTION SHOWN MAY 14 I I 00 O FROM END. BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION I /I `I FOR WINDOWS WITH WINDOW. BUCK n BOTTOM LOCKS: II 10 OR#12 STEEL J 1/4"MAX. HEIGHT Q I rii D 0 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM j SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, 1 SMS(G5),SEE I0FROMEND. SHEET 2.ALL WOOD BUCKS LESS rJ TABLES 2&3, I iQLD© CON DER" D 1XKARAL TE Ili'p lSHEET 2. I,SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO r, HEIGHTlamn! li'`USE EITHER SUBSTRATE.WOOD BUCKS I M.LATCH(SHOWN) d IORBOTTOMDEPICTEDAS2XARE1-1/2"THICK OPT. LOCK(SHEET 3. OR GREATER.1 X AD 2X BUCKS WHEN USED)SHALL BE DESIGNED lif 85 83 TESTED UNIT ) ( 1i a FIN AND/OR ' INLIJ r2)1 0 ® 0 I TO PROPERLY TRANSFER LOADS INTERIOR LOCATION:6-5/8" FLANGE REMOVED TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. IN-FIELD I^ DESIGN AND INSTALLATION IS THE L a NOTCHES AT RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END.1, 111k wl NO ANCHORSc. OR ARCHITECT OF RECORD. FRAME SHOWN v' . REQUIRED IN FRAME O J SILLS IF ANCHORING 3)VISIBLE REFERREDLIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION PRODUCT REVISED 1i THROUGH FRAME. ALSO TO AS DAYLIGHT OPTION 7 V OPTION 8 as complying with the Florida 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Building Code INTEGRAL FIN r 10 SHIM BEADING TO BEADING. INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) NOA-No. 20-0401.04 FRAME SHOWN o t I //// R.vletwc Ex lrationDateiO7/30/2025 27"X 1.25"WEEPHOLEI \ I I XONY LYNN....,C)REVISED DADE MULLION y ly > 38 W/COVER 2.87r G B : J ru.r -...J FROM EACH END.1 1GENgF'•( NOTE. Miam ade Prod trol c____., VISIBLE LIGHT FORMULAS - Q. F = IFP "`x TYP.ANCHOR TYPE, NO.58705 AK-3/10/20 EMBEDMENT AND EDGE `-- ---- EDGE DISTANCE WIDTH f y @SASH:BUCK WIDTH-6-12" Pia:Drawn'' DISTANCE PER SUBSTRATE, SEETABLE3,SHEET2. -may EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8" - ' 1070TECtNOLOGYDRNE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SCREW SHOWN) HEIGHT(EQUAL-UTE) s.' 0ATE OF •` (94/E?48416034275 Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15/16" S,''•./GRID/{..• \s.SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN S/O'''''.ENS's:: INTO 2X WOOD FRAME OR BUCK- NAL ttss« c../ModN: soak: shoat Drawing No. Row STRIP.SEE NOTE 2,THIS SHEET. A 1.4•144t11LL ,P•E SH-5400 NTS 4 OF 12 MD-SH5400-01 C P.E.#58705 REGISTRATION#28286 1 3/4"NOM. +- 3/4'NOM. 3/4"NOM. 1 3/4"NOM. 1/8"A GLASS IIII I118"T GLASSIII! 3116"A GLASS I• 3/16"T GLASSI 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE ii!3/8"AIR SPACE 11 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR CS) IM az ,.I a NIB cs) Ia GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 IBIT TYP. GLASS BITE TY 0 jII_ r m 0 7 Mr\EXTERIOR Q .gm 1111110 i ® PRODUCT REVISED as complying with the Florida Building Coder NOA-t o. 20-0401.04IIIIIU 1\,111 111„,D QTY LYNN i Revision:Expiration Date 7/3012025 1GENgF C)NO CHANGES THIS SHEET. By: ,it/a4ucP -}1412l P AK-3/10/20 Mom _Dade ProducKC gl,trolTYP.GLAZING DETAIL i://;- N0.s5;oe _ Lim tion: Drown By: 3 1070 TECHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI0•. SAT ofF :'(V/\ N.VENICE,Ft.34275 r.4.ORIDP,.'. \, (941)-480-1600 Titla Dates GLAZING NOTES: SS SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 A'=ANNEALED 7 NAL O''\,O.T"=TEMPERED 7j ,111111\ \\ Serie./Modd: Scot.. Shoot Droving No. Raw: A LYNN MILLER P.E SH-5400 NTS 5 OF 12 MD-SH5400-01 C P.E#58705 REGISTRATION#29298 TABLE 4: 91 69/000570 006011 Ss. D•91pn Prrw 0&bane)1.0 0.010600r Ow H59 94444.I444 Rage 63Wlyd0e R600e 119n10009dl Width110) 117 1509 50090_ 10 20 32 36 O M 52125 235 50.410 11.301 .00 -100.0 900)_•100 .970 -1040 90.0 -5160 .90 403.0 900 -00.0 990 428 510566(63993 14517-15 170 *910 -19.0 900 -100 •9.0 -1060 •50.0 -50 00.0 • 0 -10.0 •500 47-3 •560 40.0 29 E/041-1. 11.9 43-1516 .50.0 -190 90. 01 400 90.0 -1000 90.0 -1060 .00 -100.0 9560 400 .500 47.1 511104914* 11.377-11 502" *500 I -10.0 .560 -100 .9.0 -1000 *50.0 -100 900 -10.0 .500 •100 960 -94.0 Um. 21517-25296 •500 403.0 .500 400 90.0 .1000 90.0 -100 *00 -100 960 40.0 .500 -7770 R 52090016490- 21050.20510 .90 -100 960 I -100 .9.0 -1000 90.0 •100 .90 •10.0 960 08 900 411 77.375 E61d411 17517-1759 •90_400 .90 400 90.0 100 .9 -1000 •00 -103.0 9 •00 .560 -75.0 lila)9.009.00 PrMs 11517-175 16 •00 -1070 .660 -100 99.0 -100 .970A -500.0 .'AO -10.0 960 X4211 •60.0 -752 96009 7711. 7-14.516 •9 -100 0 960 00 .9.0 -10.0 .970 9400 .00 403.0 900 430 00 -719 1501+1 27.93-31011 •00 -10.0+ - 1. 560 -100 93.0 -1000 .970 47.0 .90 410 990 •700 900 -710 CU3om54e 21517.9562 •90 -1000 960 1000 90.0 -100.0 911 •5000 *00 •103.0 90.0 423 .00 -759 HEADER 9.43002173030 21517-10510 .90 490 900 •100 .50.0 -1000 •90 -1000 .90 -ROO 960 •79.0 900 •70.9 40 Eald-Oe 20.517-23513 •00 -100.0 •00 100 .00 -100• .90 4300 •500 -19.0 90.0 -763 900 -70.3 Slalmd Rules 17.517-17.56 .90 -100 •560 -100 .9,0 -1000 .9.0 4000 *00 •100.0 .00 -763 .00 -708 039501sae _ 14517-17513 .00 -103.0 •560 •100 90.0 -1000 .50.0 •5000 •00 -103.0 •9.0 •795 90.0 -712 563108 11327-1456 .90 40.0 900 •100 .50.0 -1000 .900 •5000 •560 441 90.0 -7070 900 -71.6 Tani 31.503-15 911 900 -100.0 900 •100 90.0 -900 .9.0 463 •500 413 .560 -741 90.0 30.1 90001306709 2E517-31302 •90 -103.0 910 -100 90.0 -1000 900 -100 910 464 900 •719 900 401 E0tl49 20517.71550 .90 -103.0 990 -100 90.0 -100 .50.0 -100 .500 412 960 •7170 0560 AO O MEETING RAIL 10 513940 P5149 17.517-17.550 .90 -100 960 •100 93.0 -100.0 9070 -100 •00 47.1 900 •74,0 900 47.0 Y. LII 03900501 14517.17316 •00 -1000 960 "-1000 •9.0 -5060 900 -5090 90.0 420 960 -173 900 46.16 1-11 t1P41*.jlIll "'Cu..Sae 12517-U.516 .90 40.0 900 400 90.0 -1000 90.0 461 900 47.6 900 -716 900 01 y-r 11 . j 5 96963 11377.1256 •90 -1033 900 100 90.0 960 900 ale •00 457 900 •723 900 . 473 I'I .'- e!I y Tallest 3120-37536- 960 -100 960 45.4 91.0 ' 443 90.0 422 .500 419 990 -718 910 I 461 f L59aW0Ca070a10.317.33207 .00 I 19.0 900 -100 .9.0 -1003 .9.9 -1660 .90 316 960 -71.1 .560 473 11 131 I.' ftl O2Equ14021517-25.516 .9.0 I -10.0 900 -1000 .9.0 -100.0 90.0 •1060 .90 415 990 -728 900 45.1 Ll jf'I 4125 0030,7000 20517-23.516 •00 -10.0 .560 100 .9.0 1-600 90.0 •1000 •00 44.6 .510 •TL9 900 45.1 I'` Ii I`Fsword Ram 17.517-21516 .00 -10.0 .00 -100 90.0 -600 900 •1600 •90 %0 960 -73.7 .500 . 463 1 EXTERIOR SASH 1 OA=SO4 11517-17.56 900 -19.0 910 -100 93.0 -5000 900 460 .50.0 , 460 900 -753 900 47.1 EXTEROR a HEIGHTOmomMu12517-14.56 •00 -1070 990 -100 93.0 -617 90.0 425 •90 457 •500 -722 •500 473 il,,t5607.9 11.377-9516 .9.0 400.0 960 406 90.0 467 90.0 47.0 .00 410 900 465 900 41.4 Tallest 36517-41.64 90.0 -103.0 900 I 426 .50.0 -K2 •9.0 465 •9.0 47.1 900 46.1 90.0 632 Stadak001700 31.517-35516 .00 -100 90.0 I 462 90.0 463 .9.0 44.6 .00 46.4 960 442 990 46.9 E5*7-01 26517-31.515 .0.0 -100 900 -19.0 .9.0 -660 990 467 .90 457 960 07 90.0 0.3 JAMB tailstaler,'Pronew 21517-26511 .9.0 -103.0 960 41.7 90.0 47.6 .9.0 1 460 *00 419 960 I 464 960 • 478 62 501300 WA 26517-20550 *00 •100 900 44.3 93.0 •77.0 .9.0 .710 •00 .715 90.0 441 90.0 49.0 0,0ms.e 17.97-0.516 .560 47.3 900_ -70.9 900 467 90.0 456 •000 442 900 435 .00 -558 SILL Q ` 1p00S6. 11417-17516 .00 460 900 -710 910 419 .9.0 669 *00 070 900 -550 900' 426 Or001.1 11164- su16 . 910 461 900 -7070 910 -90 .9.0 460 .00 419 900 460 900 415 1631411 11664-13016 .00 437 960 478 .00 •9.0 900 616 .90 616 .660 -560 .50.0 40.0 7166 30517-41.044 .910 -100 90.0 426 .50.0 -712 990 465 *910 47.1 900 40.6 .560 -530 03900509 30517-31516' .00 100 900 I 45.7 90.0 -77.6 90.0 060 *910 441 .660 407 910 -53.1 9..414 35517-33016 .00 -1030 900 I -30 .50.0 406 908 .765 •00 -779 90.0 400 90.0 -52.4 0 75 Custom Ste 32517-35.516 •00 -10.0 .500 453 90.0 -740 90.0 414 .90 462 900 402 .560 -525 51a.a6P.m 26517-17550 .90 -910 900 -77.5 90.0 463 •573 413 .00 416 960 -592 960 -53.0 03030563 21517-70515 •90 472 900 -71.0 90.0 430 -5.0 469 *910 449 900 335 990 -515 SECTION DETAIL FOR WINDOWS WITH 5373503 24654-1.516 .500 -650 960 . 49.0 .50.0 -91 90.0 -5550 *500 410 900 -5110 900 40.6 E390. 31517.41.544 990 446 .50047.5 90.0 463 • .0 413 . 0 416 96 9 90 - 4 • 0 40.5 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 54 0090900 35 5517-36516 •90 473 05 - 9 9 71.0 .9.0 400 .500 969 *910 449 900 .53.5 .90 -9.9 REINFORCEMENTS SHOWN IN FIGURES 9Mir 0P00R0 31634-15.516 900 417 969 4770 90.0 47.0 •9.0 419 .90 419 900 -90 900 -90 ABOVE APPLY TO ALL FRAME TYPES& 9170 T441 -41544 .90 417 900 470 .9.0 -9.0 90.0 919 *910 41.5 0540 400 900 -90 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. MIN.SASH HEIGHT 3 WINDOW BUCK HEIGHT-50.136 APPLIES TO ANY HEIGHT 91.78'OR LESS) PRODUCT REVISED as complying with the Florida Building Code 1.11 I 117 717r! Non-No. 20-0401.04 LYNN !li Rwleton: Ex iration Date. 7/30/2025 5 M, C)ADDED MIN.SASH HEIGHT BY Q•.• L10ENgF••.•<0 .- • NOTE.Miam able ProduZstrol NOTES: z.* ' No.58705• I AK-3/10/20Ia 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THEFRAME 0 (00309+4'Dann Br OR INTEGRAL FIN. 3/3 0 ; ,070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI IL- N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THEFIGURE. e.esk•"..ft ORION,.••G\• (941""16°0 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR 14/:Ol/NALLIIEN`HEIGHT DIMENSION SHOWN ON THE TABLE. A L7VNN MILLtR1P.E 50300 5119.1 Drawing No 110: P E056705 REGISTRATION i2B298 SH-5400 NTS 6 OF 12 MD-SH5400-01 C TABLE 5: 015 73100 636 San 9014 D13136111410•614(16/11)2.1 D 601911 n165*5T 66 R144g2AVNl 664 6 WInd+5*11* Width(1944v243236 6 as 32.125 23.5 3616 11.394 +5.0 4300 665 -1300 +010 -130.0 .45.0 4300 +65.0 -130.0 .65.0 -126.0 36.0 420.0 5166105+56 14.517-15570 +06.0 4300 65.0 430.0 .66.0 -130.0 466.0 .130.0 +65.0 -1300 660 -127.0 66.0 4160 25 64166 11.563-14.516 +60 -1300 +66.0 4300'66.0 -130.0 666.0 -130.0 +65.0 -130.0 65.0 4300.0 6 66.0 4300 6614015 166 11.377-11.502 +65.0 -4306 +650 -1300 +65.0 430.0 +66.0 -30.0 166.0 -130.0 660 -1300 464,5 •1210 766 21517-2523 66.0 430.0 +60 -130.0 .650 430.0 +65.0 430.0 65.0 430.0 66.0 422.0 +66.5 4110 6 5166CW65 2093-2]616 +06.0- 4350 660 -130.0 +65.0 -130.0 .65.0 4300 +460 -130.0 66.0 -124.5 66.0 -1123 131=1.119 IIM_. 37.376 0616 1]517-2006 +65.0 4365 66.5 -130.0 .660 -1300- .65.0 4300 650 -130.0 +630 421.2 660 60.3 13666 Pro40 14617-17.516 +660 4300 +650 -130.0 +660 -130.0 -+56.5 4300 +660 430.0 +65.0 -1223 65.0 4102 94-11-161 11.377-14.56 66.5 •1300 650 -130.0 660 -130.0 .46.0 -1350 65.0 •130.0 .65.0 -13.0 660 407.0 10. 3 662706-31.911 65.0 -1300 65.0 -1300 660 -130.0 +66.0 -127.0 +56.0 -13.0 .0'0 760 4660 -910 Custom SOa 36517.27.612 65.0 .600 650 -130.0 +66.0 430.0 .65.0 •1305 66.0 -130.0 655.0 -115.3 66.0 -1014 I 'a'I HEADER Standard Cally 21517.2006516 +66.0 4300 .66.0 -1300 465.5 .1300 +65.0 -1300 660 •130.0 .6.0 -110.6 +66.0 -90.2 I]t{44 0x13 263 6617-23.55.0 -130.0 +650 -1300 +66.0 4300 65.0 -130 6065.0 -1300 +5.0 -109.5 50 -e.4 II565+563Pmdaw 17.517-30516 66.5 -1300 63.0 430.0 6650 4310 +65.0 4300 660 -130.5 65.0 -1090 660 66 0.06571563 11517-17.516 460 -1360 +65.0 -130.0 665.0 -1300 65.0 4300 660 4300 +6.0 411.3 650 6.7 519611.1 11.377-14.63 .5.0 4300 +60 -1300 6.0 4300 +6.0 -1300 66.0 -130.0 +65.0 4130 66.0 -101.7 66 31.63-30911 +60 4300 66.0 -130.0- +6.0 4371 +85.0 425.1 66.0 -1160 +6.0 -450 +60 410 13661161660640006 26517-31.08 65.0 430.0 65.0 -130.0 66.0 430.0 650 4300 660 -30.0 +6.0 463 66.0 -92.1 695344 20.617-36.63 66.0 4360 66.0 -130.0 65.0 4300 650 -1300 +60 430.0 665.0 -1002 660 •5 0 MEETING RAIL 45 86066131346 17.017.0.516 650 -130.0 +60 430.0 66.0 -130.0 6650 -130.0 65.0 .130.0 +6.0 -704.5 060 717 I I _ 0541001 540 72017. 14516 60 - 1300 66.0 •1300 66.0 -130.0 66.0 •130.0 46.0 -130.0 65.0 -110.6 46.0 4,6] i;` CWan50N 12017.1153 66.0 -1300 66.0 -1]0.0 66.0 -1300 65.0 -1]0.0 +6.0 -1]0.0 +60 -110.9 +6.0 -630 fi cd 1 31.sn•3766 66.0 -130.0 66.0 -130.0 +6.0 . 7750 . 660 -130 66.0 -1307 +6.0 •1110 65.0 4.63 ITW443009-]7.336 66.0 -10.0 +60 -10.0 65.0 -116.0 666.0 -1161 40.0 -41.7 66.0 750 .66.0 -6.0 01.666103116 26517-3126 65.0 •130.0 .6.0 -130.0 +65 -130.0 +660 -1300 66.0 -130.0 +660 466 +6.0 436 O1-T--- 1 7`I Og4645620517.053 66.0 -1300 66.0 430.0 66.0 -130.6 +60 -1300 +55.0 -1300 .66.0 -101.5 65.0 41.1 K.85 0,61005154 20517-21516 650 -130.0 +66.0 •130.0 +60 -130.0 66.0 430.0 +60 -130.0 66.0 •102.0 +40.0 41.2min S54n1WP,6Mr 17.517.0.53 +60 -130.0 +6.0 430.0 66.0 -130.0 +6.0 -1300 66.0 -130.0 +6.0 -1032 +65.0 421 054,4-14 SOa 14.517-17.53 +650 -1300 +5.0 -130.0 +6o J - 1300 600 -1300 66.0 -160 66.0 -16.4 65.0 -030 EXTEPo0R ' SASH 6NC6163612617.1461 660 •130.0 6660 •16.0 -160 .0 -1300 6526.5 66.0 429.5 +60 •109.6 650 47.4 2[7J2'26L106 a II HEIGHT 510.+1-11 3.34.1263 660 •1300 65.0 -130.0 +60 -34.2 660 431.6 66.0 -121.7 66.0 432 65.0 -164 0 / v 661 36617-41.644 660 -130.0 +400 -1156 660 457 650 43.0 65.0 419 66.0 427 660 41.5 654746505+5456 31.517.3663 660 -10.0 +6.0 -13000 +60 423.6 660 421.2 66.0 -121.0 .5.0 40.0 66.0 -70.3 f 20547 26317- 206N 4400 •1300 +6.0 -130.0 +6.0 -130.0 600.0 •300 660 -110.2 +5.0 466 6650 6. 0 JAMB J 51-1+5x4 PIaANa 21617-20.63 .6.0 -10.0 65.0 •1]0.0 +6.0 -tII.9 665.0 •1101 +6.0 -120.3 +6.0 41.6 .60 41.0 62 C36bm SON 20317-2063 66.0 -1300 66.0 -123..7 65.0 457.0 +60 -104.4 660 -1011 +50 43.4 660 424 ilIM 1166 565 17.517-26516 66.0 -1300 660 -1111 660 461 445.0 421 66.0 480 +5.0 463 .6.0 44.5 054O7-10 505 11617-17.63 6660 -1264 0 -1022 66.0 67 +66042.4 . 0 -79.0 +66.0 -762 +6.0 •62 Stu 016x01505 1107-14616 660 -10.6 65.0 460 +6.0 425 650 4133 460 -75.5 +611 --714 66.0 -711 51661 11.61.3016 66.0 417.1 +5.0 443 +650 -796 65.0 -754 666.0 .72.5 -60.0 -700 46.0 -700 Tar 35617-41.44 65.0 4300 +65.0 -116.6 65.0 67 660 46.9 +6.0 43.9 +66.0 .64.9 +6.0 24.2 0.011500 6617-0.616 +650 -1300 650 4242 +6.0 -16.4 65.0 •160 66.0 -10.7 *65.0 41.9 66.0 -74.3 204463 35517-X616 66.0 •1300 660 -144.0 66.0 -1111 66.050 -1069 + -109.0 +6410 .0 660 .73.1 um-- 76 Cuam56 33517.36.615 65.0 -1300 66.0 .1165 .66.0 -10.6 660 6.5 +60 463 65.0 442 6.0 -73.6 665+500 Pr* 0517-3263 650 -1300 +66.0 -100.6 66.0 429 65.0 67 660 46.3 66.0 452 66.0 -74.3 Cu10m SON 0517-0.616 +6.0 4722 650 613 +6.0 419 650 -747 +60 -769 660 -71.6 460 •-143 66644 24.64-25.516 .650 -461 .66.0 45.6 .6.0 41.4 64,0 -77.1 650 542 66.0 31.9 +63.0 -711 SECTION DETAIL FOR WINDOWS WITH 43.463 36617-11.644 65.0 4306 +6.0 -165 .6.0 426 66.0 6.7 65.0 465 .60 41.6 660 -303 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 1-1404135456 35517-39.63 640666.0 4221 + .0 - 3 + .0 419 +650 -79.7 66.0 -78.9 460 -743 66.0 21.1 6001x4 6316 33.664.30694 .65.0 417.1 .621 446 .5.9 -765 66.0 -764 66.0 -72.5 +60 -700 65.0 40,0 REINFORCEMENTS SHOWN IN FIGURES 13.75 46.11 -41.644 65.0 -117.1 .55.0 446 .65.0 ass 650 .754 +65.0 525 66.0 -760 +65.0 -70.0 ABOVE APPLY TO ALL FRAMETYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP ANO OUANRTY. CONFIGURATIONS) 11 MIN.SASH HEIGHT 6 WINDOW BUCK HEIGHT-50.138 APPLIES TO ANY HEIGHT 91.78'OR LESS)PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.04 oi l t r r r r37 Expiration Date 7130/2025 x\ ONY LY N4,'I, . I " 1aim DDED MIN.SASH HEIGHT By: Q. • JCENSF e/ I t' 50NOTE. Mian ade Produ "^p trot NOTES. NO.58705 AK-3/10/20 0654x4 Sy- 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 13 ' 107OTEC1#4OLOGYDrtiVE DESIGN PRESSURE TABLE J ROSOWSKIORINTEGRALFIN. 13 5 / ZC ••( : O S A OF N.VENICE,FL34275 Mks Dote 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. A... O(tIOP•.••G\ (941)48°.1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR S'ONA-EN 1‘` 55-1156/6655+1! srnl5d 5/361: 0933.96 709. Ray: HEIGHT DIMENSION SHOWN ONTHE TABLE.r r1 1l'11 5 A LYNN&IUER,P.E.SH-5400 NTS 7 OF 12 MD-SH5400-01 C P.Ee 58706 REGISTRATION 829298 TABLE 6: FOR ANCHOR GROUP D,TABLE 7,SHEET 9MAYBE USED. Ant.Grow Anchor Ca0o6 Anchor GroW C Arch AnchorAnchorOuan98e5RegWrcdlcrtrWide34•Wide a WM 216-wide a A11 ar Wide 52-IT WM tr Wide 26"wide 32-ma 36•WMa n WM 45•wee 52-1T WM 151 Woe 24•WM ]T WM 36-wde 40-Wide at war 52-IC Wide ISO Anchor0.C.Spaeng der OwOE Ciro F Through-Frame"InsbllaWn iw iie Mob -WO Jere* Jeetr Jean Jae* Jar* .bob Jen. Jar* Jae* Jamb Jest Jean Jar* aanb Jar* Mb Almb en31pealfln"Ins111b1 ane 721026 soma sem 3 3 1 3$ R 3 1 3L$ 3 1 3 3 f 3 3 f 3 3 1 3 3l 1 ys 3{ 6 1 3S( 1 1 3} p 3 1 3 3 f 3S$ 3 f $'ISI 3 l 3 3 i 3Lp 3 i 3$ s 3 1 3S$ 3 1 it$ 3 21 8 31 3 1 3R$ 3 1 39S 3 11,2364 ""4p 521= 66026" i 3 3 i i i i i 2 2 2 < i i 3 i 2 f Z $ i 1 < i i Z iReM.l1Wl Aagv 91 WX0mmw RaP'11 M 9166 Slmn 215 EpWee 11.358 1 2 2 Sbmr6 Comp 14.517-15.870 2 2 g E7a14 11.50-11.615 2 3 2 Slwav6P0oee 11377-11.5W 2 2 -- 2 Twnl 23.317-25.211 1 2' 2 SIrWf Caine 20.958-23.51 2 2 37215 EwS.40 17517-20567 2 - - 2 4 I 6under5 Pm48w 14.517-17.511 2 2 SroN4 11.]77-4.51 T 2 Tm4t 27.50-31.911 1 Guam Sas 26.517.27.592- 2 2 Slardel Cam, 23.517-2611 _ 2 2 44 Easae 20517.2551 2-2 81•0•314.11'10.16111 17.517-20.51 3 2 CSi. 14.517-17.61 3Guam 2 51MM ' 11.377-14.51 _ 3 l 2 TOW 31.50-35.911 1 2 l 6aede3Cwap 25.517.31.512 2 - - r I Eawee 20.617-20116 2 46 S1211101111.112.1/ 17.517-213.5W 3 CwM1 Etre 14.617-17.51 3 Calan 5141 11517-1431 3 g.yMnl 11377.1251 3 9y Tw11 333306-37.530 S4016 I C!tap 26.517.33207 2 BM Eamaa 23517-26.51 Cu 2 Custom S 20517.23.516 3 I 45025 sarW5P,P4w 17.517-20.516 3- 2 r Custom Sue 11317.17.51 3 Cowan Slav 1261)-11.61 0.1021 11377-12.516 3 1St 35.617-41.64 2 Marled Wisps 31517.36.51 3 Ealaae 26.517-31.61 3 Sann.P0a4w 23317-2051 3 - I 0 Cahn Sae 20.617-20.5e 3 Cretan Stre 17.517-2051 7 LWan Sim 14.517.17.616 4 _ CrwanBim 13.017-14.516 _ 4 Slmlal 11164•1361 MOM 26.617-1164 3_ Cwim 50 20.617-20.51 3 Eaelae 36.517-]631 3 - - 75 Custom Str. 32517-35.516 3 SS. dPosies 21.617-32.516 3 Cumin Sin 26.517-23116 4 _ 5000101 24.964-20.61 1 _ Eamm 31.517.41446 3 M Cemem See 35.517-36.56 4 _ SimmsPIalew 33.564-35516 4 01.76 Twnr - •11658 4 SEE TABLE4,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED APPLIES TOANY HEIGHT 91.78"OR LESS)as complying with the Florida Building Code NOA-No. 20-0401.04 owl11h117r J Expiration Date;0713 0/20 25ONYLYN/y/., r-----:.C)AADDED MIN SASH HEIGHT 1621• GL1ti cC JOte' •:" o.5877-••, C. 'NOTE. INlam-pada Product'CCtrelNOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED 'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. NO.58705 '*iAK-3/10/20 Description:Drawn 2)USE THE ABOVE"MAX ANCHOR O.C.SPACING "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN.a 1 .O (K: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI O3 . 1.4.;-: N.VENICE.FL 34275 Dass: 3)FRAME DIMENSIONS ARE BUCK."MR".MEETING RAIL. T''• t 1 TN* F ...ftORiDP•''`` '` Hoo-0 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. e,,,3,3:0 ONAL E; 0-,, s.145/335dM. 564d.. Shoot Drawing 586• Row 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS.A LYS/1/1.41t1,P.E SH-5400 NTS 8 OF 12 MD-SH5400-01 C P a 58705 REGISTRATION#29296 TABLE 7: Anchor Qlllntltle6 Req GIr dTor 04026 N.60 Gra0C Arc600ui6o Anther 16"Wda 24"W104 32'W. 010401 36'W. 40.Wlde 45'W. 52-1?Wide 114.Wlde 24"WM 31.Woe ]r Wlb 4r WIM Kr Wb 521/r W. le"Wli 2r Wde 3r Ms 36'W. 40"WI. 44"Wlde 52.1/6"W. PAWL555110r0.C.SpacinglOr G,.0r Throughframs entalkIlOn Arne .1.14 Jana hn6 SIn0 106. Ane -.E- ' SIo *S Jong 144164 ,2,16 Jar. 4.66 3..6 3..6 Jerre .e A2M 9n15pralFln".155213000 3T Bottom Sun nuTypes 6 ?. 14.''664 ii = ii ii 11 = 11 11 II § f 11 = 11 i # I3 ii it il ' ilrii ii / 11 I # II 235 E76.NY 11.391 1 2 2 2 2 2 1 2 1 2 2 2 2 3 1 2 I 2 2 2 2 2 2 sunward Cottage 14.617.15.6/0 1 2 2 2 2 2 1 .2 1 2 -2• 2 3 2 1 2 1 2 2 2 2 2- 2 26 Eq.-10 11.580-14.516 1 2 2 2 2 2 2 2 I 2- - 2 - -2 3 2 2 3 1 2 2- 2 2 2 2 9.d.0 wodw 11377-11.6& 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7x44 23.517-26.216 1 3 2 3 2 2 1 2 1 2 _ 2 2 4 3 1 2 1 3 2 3 2 3 3 51.1.d Canty 20.954-23.516 1 3 2 3 2 2 2 2 1 2 2 2 4 2 2 2 1 2 2 3 2 3 J 31.376 E76.1-I4 17.517-20.957 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 3 2 1 2 2 2 3 3 Mand.d Poem, 14.517-17.516 2 2 2 ' 2 2 3 2 3 2 2 2- 2 3 3 2 3 2 2 2 2 2 2 2 6601401 11.317-14.516 2 2 2 2 2 3 2 3 2 2 2 3 2 3- 3 3 2 2 2 2 2 2 2 1tl1 27.50.31.611 1 3 2 4 2 2 1 2 1 3002 2 4 2 1 2 1 3 2 3 2 3 3 CulOm Sae 26.517-27.5& 2 3 2 3 2 2 2 2 2 3 2 2 4 2 2 2 2 3 2 3 2 3 3 81.b310C26a6e 21517.26.516 2 3 2 3 2 2 2 2 2 3 2 2 4 2 2 1 2 3 2 3 2 3 3 44 E7645-115 20.517-11516 2 3 2 3 2 2 2 2 2 2 2 2 3 3 2 3 2 2 2 3 2 3 1 SWd.O PIr4. 17617-20,06 2 2 2 3 2 2 2 3 2 2 2 3 3 3 2 3 2 2 2 2 2 2 2 0364561. 14.517-17.516 3 2 2 2 2 3 3 3• 3 2 2 3 3 3 3 3 3 2 2 2 2 2 2 06661.31 11.317-14.516 3 2 2 2 3 3 3 3 3 2 2 3 2 3 3 3 3 2 2 2 2 2 2 7122 31.5&-35111 1 4 2 4 2 2 1 1 1 3 2 2 5 2 1 2 1 3 2 3 2 3 3 0160.1402076 26.517-31.552 2 3 2 4 2 2 2 2 2 3- 2 2 4 2 2 2 2 3 2 3 2 3 3 E7601614 X/.517-26510 2 3 2 3 2 2 2 2 2 3 2 3 4 3 2 3 2 3 2 3 2 3 3 44 Sun1mrd Poen. 17.517.20516 3 2 2 3 2 3 3 3 3 2 2 3. 3 3 3 3 3 1 2 2 2 2 2 Class St. 14.517-17.514 3 2 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 2 1 2 Cut66t2 12617-14.516 3 2 2 2 3 3 3 3 3 2 2 3 2 3 3 3 3 2 2 2 2 2 2 81011001 11.377-12616 3 2 2 2 3 3 3 3 3 2 2 3 2 3 3 3 3 2 2 2 2 2 2 Ten. ]3.206-]1.614 1 ] 2 4 2 1 1 2 1 ] 2 2 6 2 1 2 I 3 2 3 2 3 4 Standald00 06 26517-31207 1 3 2 4 2 2 1 2 2 ] 2 2 4 2 2 2 2 3 1 ] 2 3 ] y 2764124 21517-26.616 2 3 2 3 2 •2 2 2 2 3 2 3 4 3 2 3 2 3 2 3 2 3 3 1625 C..StI 20.517-21516 3 3 2 3 2 2 3 2 3 2 2 3 3 3 3 3 3 1 2 3 1 2 2 1 61.3.OPInIMr 17.517-X0516 3 2 2 3 2 3 3 3 3 2 1 3 3 3 3 3 3 2 2 2 2 1 2 Cub.Stn 14.517-17.516 3 2 2 2 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 2 2 2 CI.b.92 12.517-14.516 3 2 2 2 3 3 3 3 3 2 2 3 2 3 3 3 3 2 2 2 2 2 2 560d. 11.377-12616 3 2 2 2 2 3 3 3 3 2 2 3 2 3 4 3 3 2 2 2 2 2 2 Tani 36.517-41144 2 4 2 4 2 2 2 2 2 4 2 2 6 2 2 2 2 4 2 4 2 4 4 34..40311404 31.517-36616 3 3 2 4 2 2 3 2 3 3 2 3 4 3 3 3 3 3 2 3 2 3 3 076.1414 26517-31.516 3 3 2 •2 2 3 2 3 3 2 3 4 3 3 3 3 3 2 3 2 3 3 a.d.d Pn4w 23.517.26516 3 3 2 3 1 3 3 3 3 3 2 3 3 3 3 3 3 3 2 3 2 3 3 62 Cul.Ste 20.517-23.516 3 2 2 2 2 3 3 3 3 2 2 2 3 3 3 3 3 2 2 2 2 2 2 01.10/11 Ste 17.517-20.516 3 2 2 2 2 3 3 3 3 2 2 2 3 3 4 3 3 2 2 2 2 2 2 0.166932 14.517-17.516 4 2 2 2 2 2 4 3 4 2 1 2 2 3 4 3 2 2 2 2 2 2 061..5422 13.017-14.516 4 2 2 2 1 2 .4 3 4 2 2 2 2 2 4 3 4 2 2 2 2 2 2 81.441 11664-13016 4 2 2 2 2 2 4 2 4 2 2 2 2 2 4 3 4 2 2 2 2 2 2 1004 39.517-41.464 3 4 2 4 2 2 3 2 3 A 2 5 3 3 3 3 4 2 4 2 4 4 0210516422 3/517-39.516 3 4 2 4 2 2 3 2 3 • 2 2 4 3 3 3 3 4 2 4 2 4 4 E76.1414 35.617-35.516 3 3 2 4 2 2 3 2 3 3 2 _ 3 4 3 3 3 3 3 2' 3 2 3 3 75 Cutin634 32617-36.516 3 3 2 3 2 2 3 3 3 2 2 4 3 3 3 3 3 2 3 2 3 3 51.d.2P1014w 29.517-31.516 3 3 2 3 2 2 3 2 3 3 2 2 4 3 3 3 3 3 2 3 2 3 3 0u46056 26.517-21516 4 3 2 3 2 2 4 3 4 3 2• 1 3 2 4 3 4 3 2 3 2 3 3 66a4.1 25.515-26516 4 3 2 3 2 1 4 2 4 3 2 2 3 2 4 3 4 3 2 3 2 3 3 Elul-314 31517-41.444 3 4 2 4 2 2 3 2 S 4 2 2 4 3 3 3 J 4 2 4 2 4 54 C2bn St. 35.517-34.516 4 3 1 3 2 2 4 2 4 3 2 2 4 2 4 3 4' 1 2 3 2 3 ]' SWd.O P.. 3311635.516 4 3 2 3 2 2 4 2 4 3 2 2 3 2 4 3 4 3 2 3 I 3 3 61.73 12424 - .4164 4 4 2 4 2 2 4 2 44 2 2 4 2 4 3 4 4 2 4 2 4 4 SEE TABLE 5,SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. 2 MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED APPLIES TO ANY HEIGHT 91.78'OR LESS)as complying with the Florida Building Code 111 i l I i i 1717 10A-No. 20-0401.04 115 V LYNN ''i7 Revision: E36eiratton Data;t7/30I2025 2....cENSF M.< 4.,, t'1 C)ADDED MIN.SASH HEIGHT • 'y atU fBy: 6 NOTES: Z. Q': 1 _NOTE.Mlam pade Product-C trol No.58705 *- I AK-3/10/20 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED 'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. n Owapdm Dn..Etfi 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACING 'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. S 3 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI S TO Q/- N.VENICE,FL 34275 _ 3)FRAME DIMENSIONS ARE BUCK."MR".MEETING RAIL tS -! PL ORIOP'..G`- (941)480.1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Ii S/ONAL E - 7711 I I i 111111 Serle./Yodok Soda Shoot Orceinp No. Row 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS.A LYNN MILLER,PE SH-5400 NTS 9 OF 12 MD-SH5400-01 C P.E.4 58705 REGISTRATION 829290