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2308 W OCEANWALK DR RES23-0171 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: PAULY THOMAS E 2308 OCEANWALK DR W ATLANTIC BEACH FL 32233-4696 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: 169463 1090 OCEANWALK UNIT 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2308 W OCEANWALK DR RESIDENTIAL WINDOWS/DOORS WINDOWS AND 4 FRENCH DOORS $14000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $125.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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: 8/23/2023 PERMIT NUMBER RES23-0171 ISSUED: 8/23/2023 EXPIRES: 2/19/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 • NOTICE OF COMMENCEMENT R€s Z 3 - 01 ( State of kkot\ c.;(t_c.. Tax Folio No. County of ff-u✓ - To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated,in this NOTICE OF COM_MENCEMFNT. Legal Description of property being improved: l__off 1c4 31 •1.S -'1qL . S5 (xe_ iuc+� ti-- Q&V ,I 0,...,4,4 3 ty\ `-Vs-` l_.k Ja ClO - ?�ca ()) 2_ 1-X'scj S`� 3 Address of property being improved: 3O/5 cev wLJ0-\\tl•- f .J kO \c, Ecoci- R_ 3 as 33-y(-5P 6 General description of improvements: rQ_VIJI.<)J(..- .QJ...s s u-Du -O r 1t. *A(_ Li)1/4 1'L- pg - kIC�W C 0-5-0--CAL v-�� (l a A �ft.u.-1 .Jo o- _ Owner: 0•d k-- f��c�W ALL._ QCx ti, Address: (Q-3,_ Dc1..k._ D(. VJ- IJ 44-tcu., ,,_ �KKtac &. FL. 3'.3 3 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name:� (� Contractor: 4 ���i t dCi ) ( t 0- 4)undo U-,N k- t f Address: I\ago Sk . 'i7h r\s \ \ L Pli(w 1 �.1Q 30( U C t �, goqcci Telephone No.: 4 t Fax No: Surety(if any) _ Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): _ THIS SPACE FOR RECORDER'S USE ONLY OWNER An n . ,, „� ( z, reed: '`r`w VI Ck M `17.-1/ Date: A I zle I �J Before me this day of rte, M in the County of Duval,State Of Florida,has personally appeared gerigallig,.i/ /_ I 0 Notary Public at Large,Sta of Flo i•a ounty of Duva n lV�' My commission expires: i P` uu ..4,.1 . Personally Known: Nota Public State of Fonda or Produced Identification: .1EVY ` o;of Fxa.reb 01/76/2024 Doc#2023177364,OR BK 20789 Page 2478, Number Pages:1 Recorded 08/23/2023 01:53 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 TOTAL: $192.31 2 of 2Issued Date: 8/23/2023 PERMIT NUMBER RES23-0171 ISSUED: 8/23/2023 EXPIRES: 2/19/2024 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 0: 11'''x-\ Building Permit Application Updated 10/9/18 ti so r City of Atlantic Beach Building Department ALL INFORMATION Y r 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY c'i IS REQUIRED.Phone: (904) 247-5826 Email: Building-Dept@coab.us THJobAddress:gaA Q! Lil 'Permit Number: r\. L-0 - C> -7 Legal Description y0-1( <si-QS __Q 5'C vvS ss-q joceNALciatA_ 3LIA,L RE# i Ci 61 4(,3 ( G cf C Valuation of Work(Replacement Cost)$/WO• b' Heated/Cooled SF gSc I Non-Heated/Cooled Class of Work: New Addition Alteration Repair Move DDemo Pool 0-Window/Door Use of existing/proposed structure(s): Commercial Pftgidential If an existing structure,is a fire sprinkler system installed?: Yes Qti o Will tree(s) be removed in association with proposed oroiect? DYes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: Vesi,GL,kA,A na r, C,,,;„,,L.,uA t cc.pr.cLi‘c 1 31 u Vc T i"iC idle c.) -c-si_a 1 si-- .1-9 V{e OZ., Florida Product Approval#for multiple products use product approval form Property Owner Information Name T -Ov 'r f',,Ars-. \Ai.,.0\. Address DM:"S OCE mak- CQ(. L3 City t LL.}-,c_ 1 coo--L State l__ Zip .5 c J Phone -4-aS'--(10 CR E-Mail r V tL3tit•\ c >l,cCt f'-'--- Owner or Agerit If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company FIZArl t\(--Ie(', la (,9•-lokt>Lk.Sci-Ocei.), Qualifying Agent P1/... •-• 10w"-kr-,1r. Address (I ci0 .SA-- .S-LIV\ d.. City ,Ccr..1 D.‘utk L State Zip .,.. ,Q 9-(-( Office Phone Coil l.n_{ (-'7CA 0 Job Site Contact Number State Certification/Registration# E-Mail --AC -x--Di0)CA.c--\\Q.c-.'--- Architect Name& Phone# Engineer's Name&Phone# Workers Compensation Insurer 0L.,)) OR Exempt o Expiration Date CSS X73`1 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 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Ma.'irc M i7'. TutcG,i' ._ Signature of Owner or Agent)Signature of on ractor) Si ed and swornllto(or affirmed)before me this 7`-aay of Signed an sworn to(or affirmed)before me this,A) day of tyu,(, , r7r? /' ,by /Y1- ,air,,,,,Z ,; ,by val L Tiffany L It•= alu°re o° Iota 1' • - • 'o 9.y,,,,,„ Notary Public State of Florida My Commission GG 951030 f. Tiffany L Ice awd' Expires 01/26/2024 My Commission GG 951030 Personall , •I Personally Known OR ' '?O a Expires 01/26/2024 I Produced Identification I Produced Identification Type of Identification: Type of Identification: JOB COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED roject Address: 7/0 [/C, t Gam'JL i/ , k/s Permit#: caner/Project Name: i/itt. ,A-lj 4„11 required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) r the building components listed below as applicable to the building construction project for the permit number listed above. You should contact ur product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide oduct approval may be obtained at: vww.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# EXTERIOR DOORS 1. Swinging a7 T j, / R- ,0w 25-3, $ 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other 1. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 1961.1P / G A o, 1 2t3, 3 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 06/21, JOB COPY addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, th mtractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installatio tructions along with this Product Approval Sheet. ertify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the les listed in this document must be approved by the Building Official. i.,____,7,4/Z5....._ontractor Name (Print Name): L - - firfrf--74}--Contractor Signature:V, ompany Name: ' I t l eTjeE Z441•-chi-i r-"qt---3 failing Address: /(2O 5.X cr.,As1) _Tp--c( / Ai /V ity:4. 7`--- State:1---(-- Zip Code: 3 2j. ‘,C elephone Number:4- V - 70/ d E-mail Address: -074 Cop./74g),461, COQ II Phone Number: Fax Number: Page 4 of 4 Updated 06/21/21 JOB COPY MIAMI-QADE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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.Ifthis 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"PW-5420 Vinyl" PVC Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled"Vinyl Fixed Window NOA (NI)", sheets 1 through 9 of 9,dated 09/09/14,with revision C dated 03/16/2020,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 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 ofthis 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 No. 19-1126.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. gIA htWr4De Cou J'2. NOA No.20-0401.15 APPROVED 08/06/2020 Expiration Date: April 30,2025 Approval Date:August 06,2020 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. 14- 0930.24) 2. Drawing No. MD-5420.0 titled"Vinyl Fixed Window NOA(NI)", sheets 1 through 9 of 9, dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed,sealed and dated 6/9/17,by Anthony Lynn Miller,P.E. Submitted under NOA No. 17-0614.08) 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 NOA No. 16-0629.11) 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)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7897, dated 08/01/ 14, signed and sealed by Idalmis Ortega, P.E. Submitted under NOA No. 14- 0930.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.24) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Sifang Zhao,P.E. Product Control Examiner NOA No.20-0401. 15 Expiration Date: April 30,2025 Approval Date:August 06,2020 E-1 JOB COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 August 29, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under NOA No. 17-0614.08) 2. Statement letter of no financial interest,dated June 9,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 17-0614.08) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. Submitted under NOA No. 14- 0930.24) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda,P.E. Submitted under NOA No. 16-0629.11) G. OTHERS 1. NOA No. 16-0629.11, issued to PGT Industries, Inc. for their Series"PW-5420 Vinyl"PVC Fixed Window–N.I. approved on 08/04/16 and expiring on 04/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-5420.0 titled"Vinyl Fixed Window NOA(NI)",sheets 1 through 9 of 9, dated 09/ 09/14, with revision C dated 03/16/2020,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.: —7 Sifang Zhao,P.E. Product Control Examiner NOA No.20-0401.15 Expiration Date: April 30,2025 Approval Date:August 06,2020 E-2 JOB COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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-6th Edition (2017)and FBC-7th(2020) dated 03/13/20,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) E. MATERIAL CERTIFICATIONS 1. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA, for their White Rigid PVC Exterior Extrusions for Windows and Doors"dated 03/08/18, expiring on 02/28/23. 2. NOA No. 20-0203.03 issued to ENERGI Fenestration Solutions USA,Inc. for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/27/20, expiring on 04/16/25. 3. NOA No. 20-0203.04 issued to ENERGI Fenestration Solutions USA, Inc. for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/ 27/ 20,expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-6th Edition(2017) and FBC- 7th Edition (2020),dated 03/16/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 03/16/20, 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. NOA No. 19-1126.09, issued to PGT Industries,Inc. for their Series"PW-5420 Vinyl"PVC Fixed Window—N.I.,approved on 01/09/20 and expiring on 04/30/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-0401.15 Expiration Date: April 30,2025 Approval Date:August 06,2020 E-3 JOB COPY GENERAL NOTES:SERIES 5420 IMPACT RATING DESIGN PRESSURE RATINGNON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE,SEE 3 PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE TABLES 4- 9,SHEETS 6-8 REMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9 ITY HURRICANE ZONE(HVHZ). SHORT OR LONG SIDE) ~ MAX.BUCK WIDTH SEE TABLES 4-9 _,- MAX.O.C.SEE SHORT OR LONG SIDE) TITERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE ____ 1 25"MAX SHEET 3 - TABLES 4-9 6 MAX.MmeSHEET 4 MAX.O.C.SEE TABLES 4-9 MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE PRODUCT REVISED TY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR I I I TT a•comptylny wkh th•Fh ATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS I I I Bu11Aln9 Codi ONCRETE WITH MIN.KSI PER ANCHOR TYPE. VISIBLE VISIBLE I NOA-No. 20-0401.1 LIGHT WIDTH MAX.BUCK LIGHT WIDTH Expiration Date 04/30/21 WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X HEIGHT.SEE G-_-7CATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY r-':L._ Z- TABLES 4-9 -"" -"-+--'--'-'--'----'------'--------t 6y BSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1- 1/2"THICK OR GREATER. 1j! (LONG OR I Miami-Dada Product Com TO THE STR2X BUCKS UCTURE.EN ED)SHALL BUCKDESIGN AND INDESIGNED TO STALLATION IOPERLY STRANSFER i 1 SHORT SIDE) C)UPDATED TO FBC 20 INSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A VISIBLE VISIBLE REVISED ANCHOR TYPE HEIGHT SHEET 3 C LIGHT C,SEE o_`TABLE. HOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING I HEIGHT • SHEET 4 0 AK-03/16/20JCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.e LATION ANCHORS SHOULD BESEALED.OVERALL SEALING/FLASHING I IMAX.BUCK EGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY I 1 HEIGHT,SEE IS AND ISBEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C.I 1. TABLES 4-9 SEE TABLES I LONG OR C1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4-9 I MAX.O.C. I SHORT SIDE) jICTISNOTFLUSHTOTHESUBSTRATE.USE SHIMS CAPABLE OF SEE CC OI •FERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE I 1 TABLES p pIIENTLYANCHOREDTORESISTLOADSIMPOSEDONTHEMBYTHEIjI1 \4-9 X , , N n 1.0 (N. 6"MAX. --+•1 I-.)-- D'f_._._.- 1.25"MAX. "9'1 Tom-- O N C ION PRESSURES. TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL 0 u_DATIVEDESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME SIS AND GLASS PERASTM E1300. FLANGE FRAME(90°CORNERS)FRAME(90°CORNERS) I UITIVEDESIGNLOADS BASED ON WATER TEST PRESSURE,STRUCTURAL ANCHORED THROUGH NAIL FIN) w- c0RESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. r 1.25"MAX. I-Z 1'ION LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX. i O W •ZL ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 7T 1 Z Q FDADSCORRESPONDINGTOTHEREQUIREDDESIGNPRESSURE.THE I' 6"MAX. 1OSTRESSINCREASEHASNOTBEENUSEDINTHEDESIGNOFTHIS MAX.Z 6ICT.THE 1.6 LOAD DURATION FACTORWAS USED FOR THE EVALUATION OF MAX. O.C.O 7 MAX.O.C.SEE O UIRSINTOWOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER SEE TABLES II TABLES 4-9 r SEELARMATERIALSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDAiTABLES e I/O CODE FOR CORROSION RESISTANCE. 9 iii- 4- 9A Ell Z u GL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS II SEE TABLES T p CTRENTFLORIDABUILDINGCODEANDTOBEREVIEWEDBYTHEVISIBLE74_g VISIBLE r- WRITYHAVINGJURISDICTION. LIGHT LIGHT •X HEIGHT HEIGHT L IL ERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;DEWALT MAX.BUCK 7U: ON+NDA;ELCOA7EWALT CRETEFLEX NDA;ELCOIDEWALT AGGRE-GATOR MAX.DUCK HEIGHT,SEEs Z VVERGIWINDOWANDDOORPROFILES,LTD WHITE&BRONZE/LIGHTER HEIGHT,SEE TABLES 4-9SOFCAPCOATEDPVCEXTRUSIONNOA'S;NATIONAL DESIGN TABLES 4-9 LONG OR ali!1 1.4. CATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM r VISIBLE II (LONG OR VISIBLE SHORT SIDE)I MANUAL LIGHT WIDTH SHORT SIDE) 1 LIGHTWIDTH11 ,I/ WIDTH:VISIBEU LIKWIDT FORMULAS I a== aNy LyNN'° RAL NOTES 1 WIDTH:DUCK WIDTH-4-3/16" 6"MAX. '(— _— I III 1 s••'•. ENgCATIONS1HEIGHT:BUCK HEIGHT-4.3/ 16" I Q=,•' F AE,GLASS&ANCHOR I I_ O.C,8"MAX. 1.25" h MAX.O.C.SEE TABLES 4-9 -- 1.25"MAX.MAXINo.59705OPTIONS2CODES/STANDARDS USED: SEE TABLES 4-9 MAX. 4LLATION,FLANGE& 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION MAX,BUCK WIDTH SEE TABLES 4-9 MAX.BUCK WIDTH SEE TABLES 4-9 13 lEQUALLEG3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION SHORT OR LONG SIDE) SHORT OR LONG SIDE) 7;73 -3- 2/ 17GELATION,INTEGRAL FIN& •ASTM E1300-09 TYP.EQUAL-LEG/BOX&TYP.INTEGRAL FIN&J-CHANNEL 0 ''. s OFJ-CHANNEL 4 •ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION C 'cORI0/'.•',,..,ZINGDETAILS5 •ALUMINUM DESIGN MANUAL,ADM-2015 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED iPDNPRESSURES8-8 •AIs1 s100-16 OR ANGLED CORNERS) CORNERS) NALASSEMBLY9 •AISC 380-16 iO I I 1 I I I\;ANCHORED THROUGH NAIL FIN) A.LYNN MILLER,P. E. P. E.#58705 JOB COPY E 1: 398 Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:pe Description A"=ANNEALED T'=TEMPEREDI7/8"I.G.:1/8"A Exterior Cap+5/8"Air Space+1/8"A 4 i 7/8`I.G.:1/8"T Exterior Cap+5/8"Air Space+118`T 5 1I7/8"I.G.:3/16"A Exterior Cap+1/2"AirSpace+3/16"A 6 O ili U,1 7/8"I.G.:3/16"T Exterior Cap+1/2"Air Space+3/16'T 7 i 1"I.G.:1/4"A Exterior Cap+1/2"Air Space+1/4"A 8 BOX OR— Q EQUALL _`I 1"I.G.:1/4"T Exterior Cap+1/2"Air Space+1/4°T 9 FLANGE MN LEG _ E 2:ANCHORS INSTALLED THROUGH FRAME 11P NIFrpAnchorSubstrataMin.Edge Min. oc Distance Embedment` 10 SMS P.T.Southern Pine($G=0.55) 7/16"1-3/8" steel,18-8 S.S. Steel,A36" 3/8"0.050" Or 410 S.S.)Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) "MIN.OF 3 THREADS Aluminum,6063-15" 3/8"0.050^ BEYOND THE METAL 3/16'steel Ultracon or P.T.Southern Pine(SG=0.55) 7/16"1-3/8" SUBSTRATE.MEM\_ Ultracon+ Concrete(min.3 ksi) 1" 1-3/8" "UNGROUTED CMU"0111 Q,3/16"steel Ultracon Ungrouted CMU,(ASTM C-90) 2-1/2"1-1/4" VALUES MAY BE 3/16"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 1" 1-1/4" USED FOR GROUTED J-CHANNEL _`ManCMUAPPLICATIONS. FIN 12 SMS P.T.Southern Pine(SG 0.55) 9/16"1-3/8" steel,18-8 S. S. EMISteel,A36• 3/8"0.050" or 410 S.S.)Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) 1.1111111IIPAluminum,6063.15• 3/ 8"0.063" 1/4"steel Ultracon or P.T.Southern Pine(SG=0.55) 1" 1-3/8"Ultracon+ 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8" Concrete(min.2.85 ksi)1" 1-3/4" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES1/4"steel Ultracon BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCKSIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS 6-8.Ungrouted CMU,(ASTM C-90) 2-1/2"1-1/4" 1/4"steel Ultracon+ Concrete(min.3 ksi) 1-3/16" 1-3/4"LONGSIDI LONG LONG SHORT PRODUCT REVISED Ungrouted CMU,(ASTM C-90) 1" 1-1/4" SIDE SIDE SIDE as eomplying with the FirTT7BuildingCods1/4"steel Creteflex Concrete(min.3.35 ksi)1" 1-3/4" T Fr.( Thj1T NOA-No. 20-0401.11/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2"1-3/4" CS-L6' b 10Expiration Date 04/30/21/4"steel Ultrecor» Concrete(mi .3 ksi)2-1/2"1-3/4" 1/4"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2"1-1/4"i ..i w BMiy ami-Dade Product ConConcrete(min.3.35 ksi) 2-1/2"1-3/4" y1/4"steel CreteflexLONG LONG LONG LONG LONGUngroutedCMU,(ASTM C-90) 2-1/2"1-1/4"I` SIDE H- SIDE - H- SIDE --I iF SIDE --{ I— SIDE --1 C) REVISED ANCHOR 1' 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2'1-3/8" T rill" T r T TABLE. Grouted CMU,(ASTM C-90) FT [ Aft: o AK-03/18120 o g 18. 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN yN mt° v' NN, ih Min.Edge i i; INIIPAnchorSubstrate9Min. i - -- .... i' _ L_--. ___J L__ .__JDistanceEmbedment" 11111,,,,, I i,,2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 318`2-7/16"Material Min.Fr Min.Fu QNY LYNN.,2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8"2-7/16" Steel Screw 92 ksi 120 ksi 1070 TECHNOLOGY DRIVE '''.\\.•'.IGENSF e!18-8 Screw 80 ksi 95 ksi p„,,„,a... P.T.southern Pine(SG=.55) 1/2"1-318" N.VENICE,FL 34275 Q`:10 Tnrsshead SMS 410 Screw 90 ksi 110 ksi 941)-480-1600 No.58705Aluminum,606375• 3/8"0.050" EIco/DeWatt A16-8 S. S. ggmGator® 57 ksi 96 ksi n 9-14, 1( steel, Steel Stud,Gr.33'3/8" 0.0451"(18 Ga.) ElcoUltraCon® 155 ksi 177 ksi l/(or 410 S.S.) Steel,A38" 318"0.050" 3/16"DeWalt UttraCon+® 117 ksi 164 ksi REGISTRATION#29296MIN.OF 3 1/4"DeWalt UttraCon+® 148 ksi 164 ksi O ••. ' SE0 12 SMS P.T.Southern Pine(SG=.55) 9116"1-3/8" v Aluminum,6063-TT 3/8"0.063" THREADS 410 SS Ek:o/Dewak OreteFiex® 127.4 ksi 189.7 ksi VINYL FIXED WINDOW NOA(NI) a 9/9/14 '(C`s'•.F[QRIDR.'•G\steel,18-8 S.S. Steel Stud,Gr.33•3/8"0.050" THE 6063-T5 Aluminum 16 ksi 22 ksi I/S'/O/1fAL Nor410S.S.) METAL A36 Steel 36 ksi 58 ksi g GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI l r r i i l i t I I I tSteel,A36• 3/8"0.050` SUBSTRATE.Gr.33 Steel Stud 33 ksi 45 kat PW-5420 , NTS m 2 OF 9 o I MD-5420.0 ¢ C A LYNN MILLER.P.E. P. E.#58705 JOB COPY ALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X3TALLATIONDIRECTLYINTOCONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 SEE NOTE 2,THIS SHEET.EMBEDMENT iORED THROUGH EMBEDMENT 2E INTO 2X WOOD EDGE DISTANCE 1 1/4"MAX. IE OR BUCKSTRIP. L SHIM 1/4"MAX. OTE 2,THIS SHEET. 0 0 SHIM 1 C"- EMBEDMENT EDGE °• r)EDGE FLANGE DISTANCE DISTANCE FRAME yI 1SHOWN1I 1u n 1-u 0MEI 1/4"MAX. TYP.ANCHOR TYPE, r 1 I 1'THICK IG. I TYP.ANCHORSHIMEMBEDMENTANDEDGEJl\ EMBEDMENT2\ TYP.ANCHOR TYPE, DISTANCE PER EDGE DISTANSUBSTRATE,JEMBEDMENTANDJ C SUBSTRATE,10 `I _ SEE TABLE 2,SHEET 2. 111 TABLE 2,SHEEDGEDISTANCEPER a --74A--_ SUBSTRATE,SEE LI..,lTABLE2,SHEET 2. OO_ 7/8"THICK I.G. III FLANGE EXTERIOR FRAME JJ VISIBLE LIGHT WIDTH 0 EQUAL- SHOWN7l8"THICKI.G.NOTES:7 LEG/BOX BUCK WIDTH FRAME SHOWN1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-AANDEDGEDISTANCELIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ONANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX HEIGHT LIGHT 1-112"THICK ARE TO BE CONSIDERED 1X SHIM rHEIGHT ../--' INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF 10 OR#12 STEEL 1/4"MAX.SHIMUNITISINSTALLEDDIRECTLYTOSUBSTRATE.WOOD -anUP SMS(G5),SEEBUCKSDEPICTEDAS2XARE1-1/2"THICK OR TABLE 2,SHEET 2. AY// + GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE 1 PRODUCT REVISEDDESIGNEDTOPROPERLYTRANSFERLOADSTOTHE B, iding Ing wlth tha FlSTRUCTURE.WOOD BUCK DESIGN AND I y wvini•i 171.:1/ guilding CodaINSTALLATIONISTHERESPONSIBILITYOFTHE 111 NOA-No.ENGINEER OR ARCHITECT OF RECORD. g 0' 20-0401, Expiration Data 04/30/2 3)NIBBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED I—1 Sy _.IlTOASDAYLIGHTOPENING)IS MEASURED FROM l_ Miam Ci-D/aM Product Cor 1"THICK I.G. BEADING TO BEADING. FLP`N/'E I LEQUAL EG/BOX % t SHOWNFRAME ' C) NO CHANGES THIS Sar_ FRAME AK-03/16/20TYP.ANCHOR TYPE,J y2WRIEMBEDMENTANDEDGEOD EXTERIOR -AM/ 0 O 4 ' L DISTANCE PER SUBSTRATE, nn y SEE TABLE 2,SHEET 2. INSTALLATION V INSTALLATIONEQUAL-OPTION 4 OPTION 4LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METALFRAMEISHOWNr1/4"MAX.SHIM 111111 1 i!///. 5:201-1F-t --21-1 TT LYNN 1070 TECHNOLOGY DRIVE CEN '/C,pr,..„,N.VENICE,FL 34275 VF 941)480-1600 No.56705 y MBEDMENT aVISIBLELIGHTFORMULASV® D REGISTRATION 829296 3 1 2`ALLATION WIDTH:BUCK WIDTH-43/16" 1O'. T,T F .TION 2 HEIGHT:BUCK HEIGHT-43/16 VINYL FIXED WINDOW NOA(NI) 9/9/14 %t 3,'•.F<oR101`...' •ZED THROUGH r I EDGE DISTANCE o DIRECTLY INTO VERTICAL SECTION B- B FLANGE 8EQUAL-LEG/BOX FRAMES o ' J ROSOWSKI i S RETEICMU. 03 NAL 11- Ns I PW-5420 NTS 2 3 OF 9 0 MD-5420.0 p C A.LYNN MILLER P.E. PEE 58705 JOB COPY TALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4"MAX.SHIM ANCHORED THROUGH FRAME INTO 2X WOOD ANCHORED THROUGH —+ +-- 1/4"MAX.SHIMALLATIONOPTION5EMBEDMENTFRAMEORBUCKSTRIP.SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD I Imo-- EDGE DISTANCE RAL FIN THROUGH EMBEDMENT — t ' I'c1 MAY BE INSTALLED INTO CONCRETE,SIMILAR TO FRAME OR BUCKSTRIP.SEE Iq/GRAL FIN INTO 2X WOODh. INSTALLATION OPTIONS 2&3) NOTE 2,THIS SHEET. kME OR BUCKSTRIP.SEE EDGE v( 0 0NOTE2,THIS SHEET. EDGE DISTANCE DISTANCE v .-, IIc .v'/ J-CHANNEL yI I 1r 1 SHOWN 1 ruuAr 11nv1,1i IP. IQlO`er-1- U L_J I EMBEDMENT 1/4"MAX.SHIM TYP.ANCHOR TYPE, i i"THICK I.G. I fEMBEDMENTAND TYP.ANCHOR TYPE,EDGE DISTANCE PER yy AJEMBEDMENTANDEDGESUBSTRATE,SEE a DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. J TYP.ANCHOR TYPE, 0 SEE TABLE 3,SHEET 2. SCREW SHOWN) J-CHANNEL INTEGRALr EMBEDMENT AND EDGENAILSHOWN) FRAME L 10_ J L FIN 7/8"THICK I.G.0 FRAME DISTANCE PERSUBSTRATSHOWNSEETABLE3,SHEET 2.EXTERIOR SHOWN VISIBLE LIGHT WIDTH O NAIL SHOWN) NOTES: BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRLt,TE HORIZONTAL SECTION C-C 7l8"lIiICK I.G. ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTIONSHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2& 3,SHEET 2.2)MASONRY ANCHORS MAY BE USED INTO WOOD BUCK VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS ALSO FOR DADE-APPROVED MULLIONLIGHTTHAN1-1/2"THICK ARE TO BE CONSIDERED IX 4 HEIGHT HEIGHT f INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL 0 10 OR#12 STEEL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. i 1/4"MAX.SHIM SMS(G5),SEE 1/4"MAX. WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK TABLES 2&3. SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) SHEET 2. PRODUCT REVISEDSHALLBEDESIGNEDTOPROPERLYTRANSFER as complying with the FlLOADSTOTHESTRUCTURE.WOOD BUCK DESIGN I Building CodeANDINSTALLATIONISTHERESPONSIBILITYOFNOA-No.1"THICK LG. THE ENGINEER OR ARCHITECT OF RECORD. Ism II Is''i P t.O4/3' 1. Expiration Data 04/30/i 3)VISIBLELIGHT WIDTH OR HEIGHT(ALSO fl BREFERREDTOASDAYLIGHTOPENING)IS y L MEASURED FROM BEADING TO BEADING.Miami-Dodo Product CorJ ' FIN ANDIOR ' iw% mss:FLANGEMAY8E C DADS MULLION NOTIREMOVEDIN-FIELD I INSTALL OPTION 6 NOT INTEGRAL FIN y EXTERIOR y— `o AK-03/16120 OR 0 i ~ TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN p L-=-7 n L-/ sANDEDGEDISTANCEPERO. aSUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8INTEGRAL / SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN,INSTALLATION THROUGH THE FRAME,1 I I i/ FRAME 1/4"MAX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. Oj Y LYNSHOWN6JSHIMl/ 1070 TECHNOLOGY DRIVE 10EN4-••(rillohili.""wiyN.VENICE,FL 34275 Q ISTALLATION E DISETANCE, 941)-480-1600 Na 58705 OPTION 5 Cs J 7 ,Zbr. VISIBLE LIGHT FORMULASHOREDTHROUGH • REGISTRATION#29296ORALFININTO2XWIDTH:BUCK WIDTH-4-3/16" O STATE •F • OOD FRAME OR HEIGHT:BUCK HEIGHT-4-3/16" ORIDP..-•(rF" EMBEDMENT VINYL FIXED WINDOW NOA(NI) 9/9/14 ,STRIP.SEE NOTE 2, o s .-. THIS SHEET. VERTICAL SECTION D-D g J-CHANNEL&INTEGRAL FIN FRAMES em'' J ROSOWSKI S,tNAL N 0 PW-5420 ' NTS 4 OF 9 o z° MD-5420.0 C A.LYNN MILLER,P.E. P.E#58705 • JOB COPY PRODUCT REVISED 1 7/ 8"NOM. 17/8"NOM. 7/8"NOM. 1 7/8"NOM.as icldoingmplyCinodag with the FI.Bu HOA-No. 20-0401.1 II Expiration Date 04/ 30/21118"A GLASS II! 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 8y G"5/8"AIR SPACE 5/8"AIR SPACE III 1/2"AIR SPACE 1/2"AIR SPACE htiam4Dada Product Con 118"A GLASS I 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS C) NO CHANGES THIS S EXTERIOR aEXTERIOR aEXTERIOR a EXTERIOR AK-03/16/20 CD int 1/ al czo '/ GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 a Ft E o Lo a C cr N Ica C o C•J C A6ZLLco 00 a1"NOM. +{ 1"NOM. W— CO EXTERIOR II I-Wa1/2"NOM.GLASS O Z 1/4"A GLASS 1/4"T GLASS •I BITE TVP. o1/2"AIR SPACE • 12"AIR SPACE CID z1/4"A GLASS 1/4"T GLAS 00 '7_ _ 1 r IMC]EXTERIOR G]EXTERIOR ill III z I0 24 _ 8 u, at) 111104 CDmoltaih, I . Qoar :moo=/I NII Mu_ Z GLASS TYPE 5 GLASS TYPE 6 Z TYP.GLAZING DETAIL RI/I "s' 111111i. 1f/!// if:. CS C.LE 4.....(''; NNJJJ'''}}' 1-.. 58705 10 NOTES: 3. ,•' 777---oJJJjTE F INEALED MPERED F<ORIOI"..'' S. S,1ONAL 1ENG\ A LYNN MILLER,P.E. P.EM 58705 JOB COPY BLE 4: Window Design Pressure,(+1-psf) orae this table for Glass 11/8"A Cap-Airspace-1/8"A type; Wndow Long Side(in)TABLE DIMENSIONS MAY BE 1Dimensions51.05 54 56 58 62 64 68 72 76 80 84 87 ^ ORIENTED VERTICALLY OR 18 +80/-93.7 +80/_92.6 +801-91.9 +80/-91.3 +80/_90.3 +80/_89.8 +80/-88.9 +80/-88.2 +80/- 87.5 +801-86.9 +80/436A +80/-86.1 HORIZONTALLY AS SHOWN. 20 +80/_86.4 +130/-85.2 +80/- 84.5 + LONG PRODUCT REVISE!801-83.5 +80/-80.6 +/-79.4 +/-77 +/-75.2 +/_ 74 +/-73.1 +/_72.2 +/-71.5 SIDE as Complying with the22 + 80/-80.3 +/- 75.2 +/_73.3 +/-71.5 +/-88.4 +1-67 +/-64.4 +/.62.5 +1-60.7 +/-59.2 +/-58 +/-57.1 h..- LONGSIDE -+- NOA-No. 20-0401, Building Code 24 +/-75.6 +/-71.3 +/-68.2 +/_65.7 +/-60.7 +/-58.5 +/-55.3 +/-53.1 +/-51.1 +/-49.7 +/48.2 +/47.3 1-26 +/-71.7 +/-70.2 +/-67 +/-63.5 +/-56.7 +/-54.7 +/-50.9 +/47.7 +/-45.5 +/43.7 +/-42.3 +/-41.2SHORT Expiration Date 041301: 28 +/88.3 +1-67 +/88.1 +/-63.5 +/.56.3 +/_54 +/49.5 +/45.5 +/42.8 +/40.3 +/-38 +/-37.1 SIDE G'J 1' SHORT I _ Miami-Dada Product Co30 +/-65.6 +/84.1 +/83.2 +/_82,4 +/-56.9 +/_$q.q +/-49.7 +/-45.4 +/-42.1 +/-38.9 +/_38.4 J HIDE32 +/-63.2 +/81.7 +/80.8 +/-59.9 +/-57.8 +/-54.9 +/-50.2 +/45.9 +/42.5 +/-38.9 C) NO CHANGES THIS E 34 +1-61.2 +/-59.6 +/_58.6 +/_57.8 +/_56.3 +/-55.1 +/_50.8 +/46.4 +/-43.2 AK-03/16!20 o36 +/-59.8 +/-57.9 +/-56.8 +/-55.9 +/54.4 +/-53.7 +/_50.8 +/46.6 H.- LONG SIDE - 38 +/-58.2 +/-56.4 +/-55.3 +/-54.3 +1-52.7 +1-52 +/49.5 c, 40 +/-57.1 +/_55.1 +/-$q +/-53 +1-51.3 +/50.5 42 +156.2 +/-54.1 +/_$2,g +/-51.8 +/-50 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONGSIDETHROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SIDE 44 +/55.5 +/-53.3 +/-52 +/-50.8 Jw r4APPLIESTOA,B,C ORD ANCHORS APPLIES TOE ORF ANCHORS 1_48 +/-549 +/_52,6 +/-51.1 SEE TABLE 2) SEE TABLE 3) c7 O>48 +/53.5 +/-50.8 14,4„ 0 al 51.05 +/50.6o N aloeC SHORT I- O A SIDE 0-1 Z LL co um,co ILE 5:U(WD d Window Design Pressure,(+/_psf) Una this table Hz q for Glass 2 O W ..-..1/8"T Cap-Airspace-1/8"T rya. cpg Z < Window Long Side(in) Z Q ulimensions60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z a 32 +80/-98.2 +801-96.6 +80/- 95.6 +80/_94.7 +80/_93.9 +801-92.4 +80/-91.4 +80/-90.5 +80/-89.5 +801-88.7 +80/-87.7 +80/-86.7 +80/-86.4 34 +801-94.5 +80/-92.8 +601-91.8 +80/_90,9 +80/_90 +80/-88.5 +80/-87.5 +80/-86.6 +80/-85.5 +801-84.7 +80/-83.6 +80/82.6 +80/- 82.3 F, S Ua236 +80I-91.4 + 80!89.8 +60/88.5 +801-87.6 +801-88.7 +80185.1 +80/-84 +801-83.1 +80l-81.9 +80181.2 +/80 +1-79 +/-78.7 Bl za38 +80/88.6 +80/86.7 +80/-85.6 +80/-84.6 +80/-83.7 +80-82.1 +80/-81 +/-80 +/-78.8 +/-78 +/-76.9 +/-75.8 2. 0 U Z u 40 +80186.3 +80/_84,3 +80/83.1 +80/_82.1 +80/-81.1 +/_79.4 +/-78.3 +/-77.3 +/-76 +/-75.2 +/-74 tg X O42 +80/84.2 + 80/82.1 +80/80.9 +/-7a8 +l-78.8 +/-77 +1-75.9 +/-74.8 +/-73.6 +/-72.7 y LL Z44 +801-82.4 +80/-80.3 +/-79 +/_77.9 +/-76.8 +/-75 +/_73.7 +/-72.7 +/-71.4 L7 -I LI }46 +801-80.9 +/- 78.8 +/_77.3 +/-76.1 +/_75 +/-73.1 +/-71.8 +/-70.7 Z u C48 +1-79.7 +/-77.3 +/- 75.9 +/_74.6 */-73.5 +/_71.5 +/_70.1 awl ,35150 +/-78.6 +/-76.1 +/_74.6 +/-73.3 +/-72.1 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 1111' 'r,r52 +1-77.7 +/-75.1 +l-73. 5 +/-72.2 +/-70.9 ANY LYNN," 54 +1-77.1 +/_74.2 +/-]2,g +/_]1.2 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 7/ NOTES: ICENS$. < 56 +/-76,6 +/-73.6 +/_71,8 APPLIES TO B,C OR DANCHORS APPUES TO FANCHORS 1)BUCK DIMENSIONS SHOWN. SEE TABLE 2) SEE TABLE 3) No.5870558 +/-76.3 +/-73,1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE - :• 60.926 +1-76.1 NEXT AVAILABLE SHORT OR LONG DIMENSION. _-O : 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '. 3 (0 5T TE OFFINDTHESMALLESTWINDOWSIZEINF(ORIO(`..THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL S WINDOW WILL COMPLETELY FIT WITHIN. iS/ NAI.. 11111111\\ A.LYNN MILLER,P.E. P.E.X 58705 JOB COPY 3 m g m 8 VW0mANOJ V 0 g A N O m OA N O m N O NODOANO N N NOmAppAy88AWgNN 8+ + + + + + + + + + g SS8R 8 o WVVVVV V V V V V 8 S NmmymoNNAAdoN AOv8mO2Nkgg WOtWNWcoN03NVWOCOtoc.,Ol 0 N W -. N W m W _. N N CO W A O! V tD N jz S000 ipa0p Ot+ t{+nOt+oOt+n + O+ + O+ O+ J + + + +A N fan .OVi =4l .Oaf V .•al 03to.Ito N W N do i c", W W W W .8 k A N 8 Ol V Oo 8 S N t N g O W Ol 'Co Co V V W V t0 ID N in N to in tg W to m N V N t0 Co N N in Co A m co W a m + + m m+ + + + + } + + } + QO O m O O OisVVVVJvE6 m DJ p. a A u, mm CO }g CO p CD In 1n 8OI in ) tnto in ,I,, 6l 8 0 6, g -qV +N OD Co N A -. A O O 10 f l 11NI N m t"0 . t1ll N N 4> 1J A A fo T V S fJ N / t0 PAVCr, N t0 V CO to CO CO W N A m w W m+ + O.O+. + +. + +, g O O O S O I•.Vi w A a fVI m 1 m gi m a. m do tb do m n (gin + (.N.+ gin (iUn + f+n ++ J+. + + + pp+l + = 0 N N N Ig W V Co 10 N V W 9' 74 5, V c. N tJ icA OI g ® O I1 t § V f0 N N D vCoCoa, O m m A m Co Co O CD V N CO m to A G e m dto i c FS it + + + + + + + >. 3aaA , Co W V m a oNAClb 8 E' 8 8 8SC88 § 8it8om 8WmNW W N V to :co Co V CO CO •A V IV N A O o SRS 8 8 m M -.. N a fan m m Co tb en min do 4 t it + + + + + +. + + + + t + -.1.. w fJ N V t0 n no Co N Co Co W In V + V M N N to to O .T N 6 A N W V ,INO O 8 bl N N m 8 0Naoa00ANVNCow D pitit + o o 8 o o w 7 aa ..o '+ u a74; V m do m a. a, W EA R, tir? n u a Co W to to pp1 ` v C O N O + N W io tT tNo N j N V $j .A C 9 O O A A N V N • O N ' N m m OD 03 m N yy r. O O N CoaD A in V N do 63 63 CO V " O = m y T NWVACtocotom 'A m D m n / t J)! too // J., )J J., 15 0Da," os" ID A V 3 o A z 8 N W N A A A A A A A A m O . O Op O N 10 O t2. 3.V V V J O O O O N O C D z • N A• N •V• V P 0l . e t0 ,z ZOOItoNVW W IG W Y N c '- t.' ::774 2 R OA ti + \ /+ t Oit tib +6 T r a IC Y,to N In <o N (n 61 J., ,.1 A Ql t N O m 00 . a A N 61 m m 61 V " V V O ...I V A t ii W E ..w 9WOWNtgfnNj 4- + + + + + + + + y+ W W s.- D V E% 4. 1> b. 1> lc Jo. do to in g ys NSp5, 5, 5) ,0505, 50 ... N>iV m Pa'mQ Zaz {t co N N W -. + V W 0 W N O -+V .•••••1 .44 NmO 6, 9 O nMI N6N 0y DNIgatgt0tvW0N ^ Q al g2 DiA OANt ttpp+ W + OO wZTr O A W - Co A N m V Ol B w iVtailNmON .t°/1 0 D o T 2 CO a W S N =1.'JJ+ +s a Gl k k k t A A A Li A W m m V V V 6, O 1. Co N N N N A V Co 'co 2 N -o VI o at N A W vD !) s V N N V - Eo g=rW zN z o ^ t t t g g 4° G -4o cfail r V V V m D A n Nma :;3,' N a to Go do do po S m m <N 7<.. Dto u to V N 0 S.m.N 0j D m ; N NIn 0 p A g em§X 5O m W O= ey R r°2 2 00 I DDlt. i $01Fc =m i i- 4 V V 1j pp T} m oe m g - N m S WO D p$0$ coI Ir -1 0,0 A a 1=.z Ap 3 O DST 1 w V ,tag dem gZgO OC0I-0 • czi rrmN a A tg N v- OIOc N V1 v S 0 F= 1. qm ZOO 9 Ilphh Xr DgyI+ O-< w o _ 01 M` I XI m D O N I tv 1 D tg r2 D O o SOvtnmdD0 -ii i Gl•co 2 co vi o o kbihih..m 23 a O gin TgDC m g —j T m 0 — Revision: 0\0111110,0d 11 1 fi 1070 TECHNOLOGY DRIVE x0 3.e° s gtp n 1s`), .44 N.VENICE,FL 34275 0 9 • " I°3 C0' Ty0 r.,„,.941)-480-1600 O - 3 m70 z --4D ,2 a <_',C oZ • V.• ami a; -Z:O y O.t__ REGISTRATION#29296 e •!a D m. m a: - m 111 N '.:7„ o m _- VINYL FIXED WINDOW NOA(NI) 9/9/14 41 A Swo - 7m ;''n`•. O .•'..,: T.rl I0N RGCCCI IRG TORI CC R IF..I I Dr1Cr1U/CVl n G w0 JOB COPY BLE 8: Window Design Pressure,(+/_psf) urs Iles table TABLE DIMENSIONS MAY BE for Gass 5 ORIENTED VERTICALLY OR 1/4"A Cap-Airspace-1/4"A Type: HORIZONTALLY AS SHOWN. Window Long Side(in)LONG Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 111 SIDE 46 +/-67.1 +1-66.7 +1-66.1 +/-65.3 +/-63.2 +1$0,1 +/-58 +1-55.1 +/-53.6 +/-51.3 +/-48.8 +1-46.8 +146.4 H.- LONG SIDE -4.- 48 +1-65.4 +1-65 +/-64.3 +/-63.8 +/$2.8 +/-59.8 +/-57.6 +/-54.9 +/-53.5 +/-50.8 +/-47.9 +/-46.3 +135.7 / PRODUCT REVISEIPascomplyingwiththe Building Code50 +1$3.9 +/-63.4 +1-62.8 +!$2.2 +1$1.6 +/-59.4 +/-57.2 +/-54.9 +/-53.5 +/-50.6 +/-47.3 +/-45.9 +135.4 SIDESHORT NOA-No. 20-040152 +/-62.6 +/-62.1 +1-61.4 +1-60.8 +1-60.2 +/-59.2 +/-57.1 +/-54.7 +/-53.5 +1-50.6 +/-47.5 +1-45.7 +135.4 + I SHORT54 +/-61.4 +/$0.8 +/-60.2 +/-59.5 +/-58. 9 +/-58.1 +/-56.9 +/-54.7 +/-53.3 +/-50.6 +/-47.5 +/35.9 +/35.4 1 SIDE Expiration Date 04/30) 56 +/-60.3 +/-59.7 +/-59 +/-58.4 +/-57.7 +/-56.9 +/58.4 +/-54.5 +/-53.3 +/-50.4 +/47.5 +/-45.9 +/-45.5 By ;::- 58 +l-59.3 +/.58.7 +l-58 +1.57.3 +/-56.7 +/-55.8 +/-55.3 +/•54.4 +/53.1 +1-50.4 +137.7 +l-45.9 +145.5 Miami-Dade Product Cc1-60 +1-58.5 +/-57.8 +/57.1 +/-58.4 +/-55.7 +/-54.8 +/-54.3 +/-53.5 +/-52.7 +/-50.4 +/47.7 +/-45.9 LONG SIDE -..--I C) NO CHANGES THIS 62 +/_57.7 +/57.1 +/_58.3 +/-55.5 +/-54.9 +/-53.9 +/-53.3 +/-52.5 +/-52 +/-49.9 +/47.7 T AK-03/ 16/ 20 84 +/-57 +/56.4 +/-55.5 +/-54.8 +154.1 +l-53.1 +/52.5 +/-51.7 +/-51.2 +/49.3 SHORT LONG c SIDE ' SIDE S87 +/-56_2 +/55.5 +/-54.6 +/-53.8 +/-53 +/-52 +/-51.4 +/-50.5 +/-50 it 68 +/55.9 +/-55.2 +/-54.3 +/-53. 5 +/-52.7 +/-51.7 +/-51.1 +/-50.2 70 +1-55.5 +/-54.8 +/-53.8 +/-53 +1-52.2 +1-51.1 +/-50.4 72 +/55.1 +/_54.4 +/-53.4 +1-52.5 +1-51.7 +4-50.6 O.C. ACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING NOTES: SHORT I_ lMAX.. .74 +1-54.8 +1-54 +/-53 +1-52.1 +/-51.3 1)BUCK DIMENSIONS SHOWN. SIDE fes- pi76 +154.8 +/-53.8 +152,7 +1_g1_g THROUGH THE FRAME PER SHEETS 3&4 THROUGH 111E INTEGRAL FIN PER SHEET 4 CC Lo cn i 78 +/-53.6 +/-52.9 +151.8 APPLIES TO A,B,CORD ANCHORS APPUESTOE OR FANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.SEE TABLE 2) SEE TABLE 3)0r-a alua I 80 +/-52.6 +1-51'8 15" 2.6"FORE ANCHORS,4"FOR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEESHEET2), 9 J O81.52 +/-51.5 FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LL to um THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL I LLj WINDOW WILL COMPLETELY FIT WITHIN.BLE 9:0 0 W Window Design Pressure,(+/-psf) Usethis table o W v Cap1/4"TAirspace-1/4"T forms 6 r- z I Type: e2 z gWindowLongSide(In) 6 17imensions84. 85 66 90 92 94 97 100 102 105 109 112 116 120 124 128 133 138 144 Z i 48 +80/-96.2 +80/-95.7 + 80/-94.2 +80/-93. 5 +80/-92.8 +801-91.9 +80/-91.1 +80/-90.5 +80/- 89.8 +60/$8.9 +80/-88.2 +80/$7,5 +80/486.7 +80/-86,1 +80/-85.5 +80/-84.5 +80/-84,1 +80/$3.5 O F48 +80/-93.7 +80/-93.2 +80/-91.6 +80/-90.9 +80/- 90.2 +80/-89.3 +80/$8.4 +80/$7.9 +80/-87.1 +80/-86.2 +80/-85.5 +80/-847 +80/-84 +80/-83.3 +80/-82.7 +80/-82 +80/-81.3 +80/-80.6 IC M 0 i50 +80/-91.5 +80/-91 +80/-89.3 +801$8.6 +80/$7.9 +80/-86.9 +80/-86 +80/-55.5 +80/- 84.7 +80/-83.7 +80/-83 + 80/-82.2 +80/-81.5 +80/-80.8 +80/-80.2 +/-79.4 +/-78.8 +/- 78.1 IN 01 Z V LU52 +80/$9.4 +BO/-88.9 +80/$ 7.2 +80/-86.5 +801-85.7 +80/-84.7 +801$3.8 +801-83.3 +80/$2.4 +801-81.5 +g01-80.8 +/$0 r/79.2 +/78.5 +/77.8 +/-77,1 +1-78.4 ZtGIL54 +80/$7.8 +801$7.1 +80/•85,3 +BOI$4.5 +801-83.8 +80/-82,8 +80/-81.8 +80/$1.2 +80/-60.4 +/-79.4 +1-78.7 +/-77.9 +/-77.1 +1-78.4 +1-75.7 +1-74.9 X56 +807$6 +80/-85.4 + 80!$3.6 +Ba-82.8 +80/-82 +801$1 +/-80 +/-79.4 +/_78.5 +1-77.5 +/-76.5 +/-75.9 +/-75.1 +1-74.4 +1-73.7 III h Li - U J t58 +80/-84.5 +80/-83.9 +80/-82.1 +80/-87.2 +80/-80.4 +/-79.3 +/_78.3 +1-77.7 +/-76.8 +/-75.8 +/-75 +/-74.2 +/-73.3 +/-72.8 w } C60 +80/-83.2 +80/-82.6 +80/$0.8 +/_79.8 +/-79 +/-77.8 +/-76.8 +/-76.2 +/-75.3 +/-74.2 +/-73.4 +/_72.5 +/-71.7 Z LC62 +80/$2 +80/-81.3 +/-79.4 +/-78.5 +/-77. 6 +/-76.5 +/-75.4 +/-74.7 +/-73.8 +/-72.7 +/-71.9 +/-71 aD1 'as64 +80/$0.9 + 80/-80.3 +/-78.2 +/-77.3 +/-76.4 +/_752 +/-74.1 +/-73.4 +/-72.5 +/-71.3 +/-70.6 11,I,, ',,/r 186 +/-80 +1-79.3 +/-77.2 +/-76.2 +1-75.3 +/-74.1 +/-72.9 +/-72.2 +/-71.3 +/-70.1 p`(..1...YNv '68 +/-79.2 +/-78.5 +1-76.2 +/-75.2 +/-74.3 +/-73 +/-71.9 +/-71.2 +1-70.2 LICENSE'•t70 +/-78.4 +/-77.7 +/-75.4 +/-74.4 +/-73.4 +/-72.1 +/-70.9 +/-70.2 T:. 72 +/-77.8 +/-77.1 +/-74. 7 +/-73,6 +/-72.6 +/-71.2 +/-70 r Nu.58705 74 +/-77.3 +/-78.5 +/-74 +/-72.9 +/-71.9 +/-70.5 76 +l-76.9 +/-78 +1-73.5 +/-72. 3 +/-71.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING 3 O LvTHROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 l aC78 +1-76.5 +/•75.7 +l-73 +1.71.8 0•. ST TE F 80 +/-76.3 +/-75.4 +1-72.8 APPLIES TO B,COR D ANCHORS APPUES TO F ANCHORS c<`•'•.FLORIUI`._` 83 +/-76.1 +1-75.1 SEE TABLE 2) SEE TABLE 3) ii/ss 11 1.65 +/-76 15,5" 3. 2" 1IaNAL E,,, A LYNN MILLER,P.E P.EN 58705 JOB COPY MIAMFQADE MIAMI—DADE COUNTY,FLORIDA 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.eov/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 MiamiDade 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"FD-5455"Outswing PVC French Door w/&w/o Sidelite and Transom—N.I. APPROVAL DOCUMENT: Drawing No. MD-455.1 Rev D, Series titled "Vinyl French Door and SLT/TR",sheets 1 through 12 of 12,dated 05/07/13 and last revised on 04/20/20,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, 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 ofthis 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 No. 18-1108.04 and consists of this page 1 and evidence pages E-1,E-2,E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMFDADE COUNTY1st- 7 alp).),I.NOA No.20-0427.06 APPROVED Expiration Date: January 23,2024 Approval Date: September 03,2020 Page 1 JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 13-0815.04) 2. Drawing No. MD-455.1, titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, 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)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 FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E.(Submitted under previous NOA No. 16-0126.06) 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 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. Submitted under NOA No. 13-0815.04) 3. 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/ 25/13, signed and sealed by Jorge A. Naya, Jr., P.E.(Submitted under NOA No. 13-0815.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.(Submitted under NOA No. 15-0409.01) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). St-,-G7 (. L/11.1.. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.06 Expiration Date: January 23,2024 Approval Date:September 03,2020 JOB COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/ 30/19. Submitted under NOA No. 15-0409.01) 2. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. Submitted under NOA No. 15- 0409.01) 3. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14, expiring on 01/23/19. Submitted under NOA No. 15-0409.01) 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. Submitted under NOA No. 15-0409.01) 5. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/29/11, expiring on 12/29/16. Submitted under NOA No. 15-0409.01) 6. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass, ASTM E 2190 I.G. Durability-No Fog-Pass. Submitted under NOA No. 13-0815.04) 7. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 13-0815.04) 8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. Submitted under NOA No. 13-0815.04) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program.(Submitted under NOA No. 13-0815.04). 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. Submitted under NOA No. 13-0815.04) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program.(Submitted under NOA No. 13-0815.04) 1 SL-2 1• L4nn.1- Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.06 Expiration Date: January 23,2024 Approval Date: September 03,2020 F -, JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5th Edition (2014) and FBC 6h Edition(2017)dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest and of independence, issued by manufacturer, dated 04/28/17, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370 and FTL-7338, issued by Fenestration Testing Laboratory, Inc., dated 05/ 23/13, signed and sealed by Jorge A.Naya, Jr.,P.E.(Submitted under NOA No. 13-0815.04) G. OTHERS 1. Notice of Acceptance No. 17-0504.06, issued to PGT Industries, Inc. for their Series FD-5455" Outswing PVC French Door w/ & w/o Sidelite and Transom - N.I., approved on 12/ 14/ 17 and expiring on 01/23/19. 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-455.1 Rev D, Series titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12,dated 05/07/13 and last revised on 04/20/20,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)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. sL 2 1. L41n.3,. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.06 Expiration Date: January 23,2024 Approval Date: September 03,2020 JOB COPY PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7th Edition (2020), dated 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02, -04-09 &-16. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice ofAcceptance No. 19-0305.02 issued to Kuraray America, Inc. for their Trosifol® Ultraclear,Clear,and Color PVB Glass Interlayers", expiring on 07/ 08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc.for their SentryGlas®(Clear and White)Glass Interlayers",expiring on 07/ 04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. Submitted under previous NOA No. 15-0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 15- 0409.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Pro gram.(Submitted under NOA No. 15-0409.05) 4. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. Submitted under NOA No. 15-0409.05) 5. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. ST.2 (• «4,,- Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.06 Expiration Date: January 23,2024 Approval Date: September 03,2020 d JOB COPY PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue) 11.Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/ 04/21. 12. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 13. Notice of Acceptance No. 20- 0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance to FBC 7th Edition (2020), dated 04/09/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2.Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/09/20, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. This NOA revises NOA# 18-1108.04 and updates to FBC 2020 (7th Edition), expiring 01/23/24. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. 1StG7 I. L41,1i. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0427.06 Expiration Date: January 23,2024 Approval Date:September 03,2020 F-G JOB COPY SERIES FD-5455, DESIGN PRESSURE RATING IMPACT RATING NON-IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, NOT RATED FOR MISSILE FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 4&5 IMPACT RESISTANCE LIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING TABLE 1:HIGH VELOCITY HURRICANE ZONE(HVHZ). Group Anchor Substrate MM.Edge Mtn. UTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. Dletance Embedment 3/18•Ultrecon Concrete(min.2.85 ksi) 1" 1.3/8" PRODUCT REVISE! DR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED MASONRY ANCHORS.MATERIALS Ungrouted CMU,(ASTM C-90) 1" 1-1/4" as complying with the I D FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHT AND OF A Building Code 1PRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 3/16"Ultracon+ Concrete(min.3 ksi) 1-1/8" 1-3/4' NOA-No. 20-04: Ungrouted CMU,(ASTM C-90) 1" 1-1/4" Expiration Date:01/23 ASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE P.T.Southern Pine(SG=0.55) 1/2" 1-3/8" ISIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS 10 Steel SMS(05) Aluminum,8003-T5' 5/16" 0.083' ICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 10 410 S.S.SMS Steel,A36' 5/16" 0.083• Miami-Dade Product Cr 1-1E STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 10 168 S.S.SMS Steel Stud,A853Gr.33' 5/16" 0.063' SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.4KSI MIN.PER ASTM P.T.Southern Pine(SG=0.55) 1/2' 13/B" D)UPDATED TO FBC 202'7,(DONE BY OTHERS). MAX.1/4"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS 3/18'Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 2-1/4' TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS B n REVISED ANCHOR TYPE UIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING Concrete(min.2.85 ksi) 1' 13/8' cca• AK-4/9/20 H THE FBC. P.T.Southern Pine(SG=0.55) 1/2 1318" 0 3/18"Uitracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1- 1/4' NCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO Concrete(min.3 ksi) 1-1/8" 1-3/4" IIEVE THE EMBEDMENT SHOWN ON TABLE 1,THISSHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. el 1/4"Ultracon Ungrouted CMU,(ASTM CSO) 2-1/2' 1-1/4" el ERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.1/4"Ultracon+ Ungrouted CMU,(ASTM CSO) 1- 1/16" 1-1/4' rtLO P.T.Southern Pine(SG=0.55) 9/18" 1-3/8" O40 AX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS 12 Steel SMS(05) N atop ABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED 12 410 S.S.SMS Aluminum,8063-TS' 3I8" 0.071" r' THEM BY THE DOOR,SIDELITE OR TRANSOM. 12 18-8 S. S.SMS Steel,A38' 3/8' 0.071" 0 X Steel Stud,A653 Gr.33' 3/8" 0.071"(14 Ga) 0—I $ ESIGN PRESSURES: P.T.Southern Pine(SG=0.55) 1' 1-3/8' ZtL CO EGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. W 1/4"Llltracon Grouted CMU,(ASTM C-90) 2-1/2' 13/4U() d OSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM w—co cc x. Concrete(min.2.85 ksi) 1" 1-3/8" I-Z sr ESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. C P.T.Southern Pine(SG=0.55) 1" 1-3/8" 0 I-1/ 4"Ultracon+ Grouted CMU,(ASTM C-90) 1-1/8" 1-3/4' O Z or Cl) HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN Concrete(min.3 ksi) 1-114" 13/6' 0 SSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT.THE 1.6 LOAD DURATION FACTOR Z O USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALSConcrete(min.3.35 ksi) 1" 1-3/4" Q1/4"410 S. S.CreteFlex LL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. Ungrouted CMU,(ASTM CSO) 2-1/2" 1-1/4" O ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.0 R VISION EXTRUSIONS, P.T.Southern Pine(SG=0.55) 1` 1318" Q 1/4'18-8 S.S.Aggro-Gator Concrete(min-3.27 ksi) 1-1/2" 1-3/8" M m 0 HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. u =Ungrouted CMU,(ASTM C90) 4" 1-1/4" z U SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 1/4'Ultrecon Concrete(min.2.85 ksi) 2-1/2' 13/8' OF W 2EFERENCES: D 1/4"Ultracon+ Concrete(min.3 ksi) 2-1/2" 1-3/8" Ct T REPORTS:FTL-7339&7371 1/4"410 S.S.CreteFlex Concrete(min.3.35 ksi) 2-1/2" 13/4" v_ LL- t'S:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT CRETEFLEX&DEWALT AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 1)•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w >- UTIONS USA,INC.ORVISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC 2)UNGROUTED CMU VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. z Z AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 3)ANY ANCHOR FROM THE ABOVE TABLE IS ACCEPTABLE TO BE USED ALONG A DOOR JAMB, REGARDLESS OF ANCHOR GROUP CHOSEN. n6. ': THE 5455 SERIES IS ALSO KNOWN AS THE 455 SERIES. 4)SEE ANCHOR/SUBSTRATE MATERIAL PROPERTIES ON SHEET 11 FOR Fy&Fu. TABLE 2: 3E TO SHEETS: Type DescriptionN•''L}CEIdC,, •: NERAL NOTES 1 EVATIONS 2 1 1/8"Tempered-5/8"Airspace-1/8"Tempered T.:$: No.58705 AZING DETAILS 3 CODES/STANDARDS USED: SIGN PRESSURES 4- 5 •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 2 3/16"Tempered-1/2"Airspace-3/16"Tempered ICHORS 4-6 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION SEE SHEET 3 FOR SPACER INFORMATION.ZO 0 3TALLATION 7-9 •ASTM E1300-09 0• BATF.C- TRUSION PROFILES 10 •ANSI/AF&PA NDS-2018 FORWOOD CONSTRUCTION 4‘..,...••. R RTS LIST 11-12 •ALUMINUM DESIGN MANUAL,ADM-2015 S`S GNALiRNERDETAILS11AISI$100.16 RDWARE DETAILS 12 lAISC360.16 A.LYNNIIIILLER,P. P.E.#58705 JOB COPY EXAMPLE CONFIGURATIONS 40"ao" MAX. 38- 3/ 4" MAK. '-"'I 38-3/4" 38-3/ 4" +{ I TYP. WIDTH" 3MA%„) 76”MAX...- 1 t. f I I TYP._ h -t1MUL 1"MULL -+•-IS- MAX.— I- 1"MULL MAX.SLAB i' i \ i PRODUCT REVISE\ i as comp! Ing with the NOA-No. 20-04 93.7!8"HEIGHT I : k/; Expiration Date:01/2; MAX.SLAB (ALL DOOR \/I I \ // r //\/ HEIGHT CONFIGS.) \ -n //"/' y i\/ i Miami-Dade Product0 /• I c D)NO CHANGES THIS SH S AK-419/20i TYP.DOOR SLAB X XX OIX(SHOWN)OR XIO OIXIO WIDE STILES AND WIDE RAILS NARROW STILES AND WIDE SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) ce C DETAIL 30.8 FT'MAX. 30.8 FT'MAX.0 u> SEE SIZE RANGES SEE SIZE RANGES a0 38-3/4" u) HEET FROM TABLE 8,SHEET 5 FROM TABLE 8,SHEET 5 MULLION HORIZONTAL I MAX +I ci X,0 11111111111111111=6: I I 1 r LENGTH O o IT Z0 40" I 40" 1" MUL6( X2) J(. 1C-- NP`. MAX. 1 MAX6 P.I--- 1"MULL O W H -I UUd_ UN A DLO DLO e - o .g1Z 1, z in" 111 a HEIGHTM HEIGHT 1"MULL ® / gi 0 OR WIDTH OR WIDTH I O 96"MAX. I W>._VERTICAL Z UMULLIONO 1 LENGTH li i Z Ie- - 0 _.I / III0 4 L ti Z • I OIXXIO SINGLE O SINGLE O OIO(MAXIMUM OF 2 1 II 0„0:11110/1,WIDE STILES ANDWIDE WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) I p1Y LYNNRAILSSHOWNONSIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)WIDE STILES AND NARROW 0/0 WITH O/X WITH O'' EN " ./!SIC SF '•.<RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL Q. iLE DOORS MAY BE LEFT ORRIGHT-HANDED. MULLION MULLION No.58705LIONSSHOWNARESTANDARD1"FRENCH DOOR MULLIONS PER THIS NOA. WIDE STILES AND NARROW STILESLEDCONFIGURATIONSNOTSHOWNMAYBEPOSSIBLEUSINGOTHERMULLIONTYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW D ' ,,//NCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS.ON SIDELITE 8 RAILS SHOWN ON Y3J '. / i) OROWORWIDESTILESANDRAILSMAYBEMIXEDWITHINTHESAMESLT/TR OR MULLED ASSEMBLY. TRANSOM)TRANSOM( O ' ST TE 0 'ITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS T'•. ERENCE FOR SIZE LIMITATIONS. Cs':P<ORIDP...( 3 NAL \\' A/LYIJil I.IILLER,P.E P.E.8 58705 JOB COPY DOOR,SIDELITE&TRANSOM 4SIICONE GLAZING DETAILS STRUCTURAL1/4'NOM.POLYISOBUTYLENE IWITHDESICCANT 7/8"NOM. ` 7/8"NOM, EXT.GLASS 111 a6KODISPACE GLASS STACK I -1GLASS STACK I I 4SG TPS I PRODUCT REVISER I ae IdIn8 C B with the FINT.GLASS NOA-No.ro Code5/8"AIRSPACE 1/8"TEMPERED GLASS 1/2"AIRSPACE 20-045 3/16"TEMPERED GLASS Errpiratbn Dater 01/23/ HOT-MELT BUTYL By: 1/8'TEMPERED GLASS 3/16"TEMPERED GLASS STRUCTURAL \ I Miami-Dade Product CoSILICONE FOAM 3/16"NOM. 11116" 0 11/16" DESICCANT PI g D)NO CHANGESTHIS 5141EXTERIORGLASSBREEXTERIORi GLASS SITE AK-4/91'10SUPERaoe4 , ./ J EXT.GLASS BSPACERSNXTi% 1, 000 o oe "Or INT.GLASS C 4m0 ' cco in 6100 ALUMINUM 0 N REINFORCEMENT OJGLASSTYPE1GLASSTYPE2p g 5/16"NOM. Z CD8 BUTYL& _ Ili q tDESICCANTv151%! r EXT.GLASS O DURAS EAL Z CO 7/8"NOM. 1 7/8"NOM. SPACER iGLASSSTACKIGLASSSTACK1 1,11 QI1I1CC II! INT.GLASS Og5/8'AIRSPACE1/8"TEMPERED GLASS 12"AIRSPACE 3116"TEMPERED GLASS ziPOLYISO- DESICCANT FILL AREA1/8"TEMPERED GLASS3/18"TEMPERED GIASS BUTYLENE r ticcSEAL \ 5/16"NOM. ISILICONE SEAL EXTERIOR11116^ EXTERIOR ® 11n6' ROLL-FORMEr r••-.• STAINLESS STEIGLASSBREcussBITE 1/Lc.. i OXL EDGEo1/1 0 L1 41 1 I I I I 1/40//A 1 ir 1 EXT.GLASS Oilli SPACER 00000 0mei o n i r_ ior _ ® INT.GLASS No.58705 Part# tion Material D ••a GLASS TYPE 1 GLASS TYPE 2 38 Korn marling 4SG 1PDS Spacer System p t F u SHOWN IN SIDELITE ADAPTER SHOWN IN SIDELITE ADAPTER 39 Ouanex Super Spacer nXT with Hot Melt Butyl See this iCs••••F/ORIDP..•'G 40 Ouanex Duraseal Spacer Mhew6 tx ls iS OONAL 1 N‘`01111141CardinalXLEdgeSpacer REFERENCE TEST REPORTS:FTL-8711,8968&8970 A LYNN MILLER,P.E PEI.58705 JOB COPY SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION XX) 4'O.C.MIN.,010) XJO,OIX,XIX,O1X1O,XIOIX,OIXXIO,ETC) SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTERTHISSHEET,4"MAX. -+{ 4"MAX. -+{ ASTRAGAL DETAIL BELOW DETAIL BELOWFORQUANTITY, iI+ CLUSTER SEE TABLE 1, SHEE r 9". TMS 1 FOR n I -- - ATTACH MULLION ASPER D F III PRODU1Cy1TnyREVISE[ 9-12 { g_i2" I \ SIDELITES TO THE THE INSTRUCTION SWI III .f.\ s>v'roPMoY wIM/M F1OFTHEINDIVIDUALiand IED I i DOOR OR SIDELITE i I NOMIo. 20-045 SEN CENTERED I Expiration Dots:01/231 3ES /, BETWEEN MAX 11 96"MAX. SEE LENGTH IN TABLE 5: MULLION NOTEUON S / 12"O.C. HINGES 1 i/ VERTICAL LENGTH IN MIamF-DSM Product Co VERTICAL MULLION D \ MAX.G LOCK CENTERED I ' APPLICATIONS DERICiN PRESSUREL'.VERTICAL BETWEEN 1'\APPLICATIONS c D)ADDED ANCHOR GROI 3ES HINGES i \ NOTE 1 I 1-70.0 PSF u TABLES 4 8 6. j' 11 II i ,'AK-4/920 11..... /MAXMAX SIDELITE L II JSIDELITE L 10.1@" L • \' 10-12" L ' I J SIDELITE it • DOOR ANCHOR REQUIREMENTS M ' ANCHORILdIl iI ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS ill f REQUIREMENTS SAME AS HEAD SAME AS HEAD C iSAMEASHEADSAMEASHEAD X XX,(USING ASTRAGAL)MAx. f aN. Ino (6 MAX. \`\ 1"MULLION 6" '— MAX "\ 1"MULLION 0 tD 4"O.C.MIN. / /6" \\',4"O.C.MIN. 4"O.C.MIN. it 4" \ \\ O W OTABLE3:TABLE 4:1 I 4",111., , 14" O.C.MIN. Z J p XX Door:Astragal GuWr Anchors Required 1 I/ r I I i 1 1 r- i W t0 DOOR OE41ON PRESSURE SEE TABLE 6, SEE TABLE 6,U dtitHeadiSlll11U 30.0 PSF Glass Type 1 1 i THIS SHEET, I THIS SHEET, W ZDoorWidth(in)FOR ANCHOR FOR ANCHOR W -1-70.0 PSF Glass Type 2 48 60 72 78 SIDE-SIDE- SIDE- DOOR 0> JQUANTITY,SEE QUANTITY,SEE n m (] m D m LITE LITE, TABLE 1,SHEET LRE TABLE 1,SHEET Z co 1 FOR TYPE 1 FOR TYPE U L-- TABLE 8: U L8044454544AnchorsRequiredbraVorticalMullionpathmullionend) FOR"OIXXIO" 1 O 98 4 5 4 6 4 6 5 4 Door or SoI.I.le/Transom Width(n) AND SIMILAR w. N 12 24 32 38-3/4 40 CONFIGURATIONS I z U m m CONTAINING A O Z ) TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(0/0) Mallon < a 0 a 0 0 < 0 0 < _0 0 DOUBLE DOOR W Heigh i P 2 # i P F F (XX),USE MULLION ATTACHMENT&INSTALLATION On/ <0 < < S <0<0 .10 8. .,,U 0 <0 ONLY HALF OF L J ATTACH DOORS, Door N/A 2 1 2 2 1 3 2 1 WA •WA N/A THE FRAME W 80 WIDTH OF THE o: Z 1,Sum 1 2 1 2 2 1 3 2 1 3 2 1 5 ISIDELITES8DOUBLEDOOR TRANSOMS TOTHE I Door m WA 2 1 3 2 1 3 3 2 WA N/A N/A WHEN USING aq1 nr MUWON AS PER I / I' _ - - SLT/TR 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. THE INSTRUCTION li 1"MULLION OF THE'NOR/DUAL I TRANSQhA r INSTRUCTIONS: 11111 I I I I///// PRODUCT '----- 1' 6" \\HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR f4::::pNY LYNN,I.MAX. 1 MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH IGEN '., APPLICATIONS HINGE LOCATION(RECOMMENDED 010 FLATHEAD SMS OR 3/16"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).1' L3FiISI _ 9.12" I ALWAYS REQUIRE 2)FOR AMULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FORL'__-_ MAX. ' TWO(2)ANCHORS EXAMPLE,ON AN"X)O"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE 'N0.58705LLE7: DOOR O l''''.;"'----TYPE A-O)AT EACH DETERMINED.THE LOWEST DP APPLIESTO THE ENTIRE ASSEMBLY. a42IZONTALMULLIONiSIDELITEMULLIONEND. O uSIGNPRESSURENOTES: Zj1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. O ATE F1.70.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. P 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. S .R P'. I1 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. i THE LOWEST COMPONENT DP IS TO BETHE OVERALL ASSEMBLY DP. S ONAL Sr.1TRANSOMSWIDERTHAN40"WILL REQUIRE ADDITIONAL 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. r// I/ 11STRUCTUREORDADS-APPROVED MULLION BETWEEN I I I l l l 11 TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A LYNN MILLER,P.E 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. PEW 58705 JOB COPY TABLE 8: Wallis/Transom Design Pressure(+/-,pet)for Glass Types 1 8 2 Long Side(in) 63-3/16 66.5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 24 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/- 70 +/-70 +/-70 +/-70 +/-70 +/- 70 +/-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/- 70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +/- 70 +/-70 +/-70 +/- 70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/- 70 +/-70 +/-70 +1-70 +/-70 36 +/- 70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/- 70 +/-70 +/-70 +/-70 +/-70 PRODUCT REVISED 38-3/4 +/- 70 +/-70 +1-70 +/-70 +/_70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70as comp ngOdewith the FBuilding 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 NOA-No. 20-049 42 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.8 +1-88.5 Expiration Date:01/23/ c 4.4 +/-70 +/-70 +/- 70 +/-70 +/-70 +/- 70 +/-70 +/-70 +/-70 +/-69.6 +/-68.6 +/-67.7 +/-67.3 46 +1-70 +/- 70 +/-70 +/-70 +/-70 +/- 70 +/-70 +/-69.4 +/88.7 +1-67.6 +1-66.5 +/-65.6 Miami-Dade Product Coi co12 48 +/-70 +/- 70 +/-70 +/-70 +/-70 +/89.9 +/-69.1 +/-67.8 +1-67 +185.8 +/-64.7 50 +1-70 +/-70 +/-70 +/-70 +/-70 +/-68.4 +187.6 +/86 +/-65. 4 +184.1 c D)NO CHANGES THIS SHE w 52 +/-70 +/-70 +/-70 +/-70 +1-69.1 +1-87.1 +/88.2 +/-64.6 +/-63.9 N AK-41920 54 +/-70 +/-70 +/- 70 +/-69.2 +/-68 +/-65.9 +/- 65 +/-63.4 56 +/-70 +/-70 +/-69.7 +/88.3 +/87.1 +/84.9 +/-63.9 58 +/-70 +/-70 +/89 +/-67.6 +/88.3 +/-64 W el 760 +/-70 +/69.6 +/-68.5 +/-67 +/-65.6 C i62 +/- 70 +/-69.2 +/88 +/-66.5 Q N 63-3/16 +/- 70 +/-69.1 +/-67.9 +/-66.2U3 a 66-5/8 +/-69.1 +/88.9 0 CNI 0 J ZL-2 SCO U06SIDELITE/TRANSOM INSTALLATION(0) ww Y t o> 28"O.C.MAX.23-12"O.C.MAX. 28"O.C.MAX.23-1/2"O.C.MAX. O Z O0i Cl) IF SHORT SIDE IS IF SHORT SIDE ISIFSHORTSIDEIS - - f-+- IF SHORT SIDE IS 40"OR LESS I OVER 417z40'OR LESS OVER 40"I, r I xli II . .I it. o c I L r_` r Fir.i.g o cF I i , SEE TABLE 9, 28"O.C.MAX. SEE TABLE 9,m gt = C 28"O.C.MAX. j SHEET 6 FOR SHEET 6 FOR Z U LIFLONGSIDEISOZLIFLONGSIDEIANCHOR 40"OR LESS I QUANTITY, EE 40"OR LESS QUANTITY,SEELE2 TABLE 1,SHEET 1 TABLE 1,SHEET 1 t- <L _ FOR ANCHOR NFORANCHOR1I. O J i TYPE. TYPE. W • t 1 Cr Z L 1 i 23-12"O.C.MAX.it I 23-12"O.C.MAX. c anLi. 's IF LONG SIDE ISIFLOVER40" OVER 40" 1 11VILYNN///'.1 OlA-........ 9 I 12"MAX(LONG SIDE) 1::::Jr I I- iL' J 12"MAX(LONG SIDE) P. ... 10ENSF••...<Li IF! 6..MAX. L J1 6"MAX. 1 No.58705 SHORT SIDE)SHORT SIDE) -'1 i aNARROWSTILESANDNARROWO .WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) i 2_,DRAILSSHOWNONSIDELITES) O -. STATE OF tOW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE TRANSOM OR MULLED ASSEMBLY. NAL I1. LITE/TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A LYNN MILLER,P. E SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PEC 58705 JOB COPY N t,oC W N 00 S A N O m O) A N 8 W N ONC L t0 rm I a m a 6 " N N W r-N N W (n N N r'N ro t W N rn N V7 r N t-rn r N cz, 3m NN X.NN.co NN..rn N CO N N0 NN N N(/1 ro w rn N N N N w co rn N w N V)N y SSSmsSBmSSSSii-iIamS$ -gSSSSiSm4mRlaiS$4ggF>,74 Anchor110,co Ot 01 U IT tT tT IT 0N a tT A N A tT A to W tT W 03 W CM W CoW A N a N A N A NaA N A NOma Group A w CDo L IO ZI a a a a a A a a a W a W A W a W A W A W A W A W A W A N A N A Na A N a ro a IN Anchor B-0 01 D Groups I m W AnchorOyDOIWCOtoCO(11 CO tT CO A OI A 01a CA A 01 W N W tT W tT W N W U.N N N 0.N A N A N A N G AroupA mPi 4 rn A a a A a a a a A W A W A W A W A W A W A W a W a W a Na N.3a n.1A 10 A NA,,,Anchoraf nc r B-0Grow OmZ 01 tT m N 0 to to a O1 a OI A CO A CP W CC CO N W tT CO 01 W tT N Ow N tT N a N A Al a IVAnchor Dc SpA m?ZA A a A A A A W A W A W a W A W a W a W A W A W A N A N a N A N A N A N Groups B-0 nhor A m W N W A 131A tO A OI A CO A W W 01 W 01 W N W 03 W 03N to N ITN A N A N A N Group AA I D O 0j yA A a A A WA W A Wt.W A W A Cu A W A CO a CO a N A N A N A N A N a N Anchor B-0Ps OZ g Anchor O C CO a Da A 0A a!A 0+A O1 CO W CO CO W S W N W(T N tT N ITN N N A NA N Group A N T a a a Ca A W a Cu A W A W a CO a W a W a W A N a N a N a N a N a N AnchorNzGroups B-0 OAnchorO01A01AOlAWWWCOW W m W 01 W 01 W 01 N W N 0.N W N Of N A N GroupA a OVi I a W a W a W A W A W A W a W A W a W A N a N a N A N A N A N AncroupshorC B-0 AnchorN0AscamWO1WWWOlWO1WOIWOlNO1NtTNITNtTNa.GroupA co mmAnchorKAWAWAWAWAWAWAWAWANANANANANANrmTB-0 (A W M J a V W V W J W V W V W O1 W 01 N O)N Oa N to N tT N A N) r upA a W A W A W A W A W A Cu a W a N A N A Al A N a N a NA++'''' MMnChOf • d Groups B-D s m a OAnJWVWJWVWVWVW03NTNtONO1NWNUNGroupn Anchor • ° W IT W tT W N W IT W tT N IT N IT N 01N 01 N LT N Groups B-D v 0 V W V W V W V Ca V W V N V N OI N 01 N tT NIT N AGnrocuprA m to gZ u,W u,W to W N W IT W tT N 03 N Ut N to N U N U N AGroup B-D ` Anchor J W J W V W V W V N V N J N O1 N A N N N GroupA o Anchor tT W tT W on Ca to W tT N tT N tT N N N N N 0 tO Groups B-D Anchor to co co W W W co N J N V N m N 0,N 0N Group A Anchor tT W tT W to W tT N tT N tT N tT N tT N tT N Groups B-0 Anchor co co co W CO N CO N J N V N CD N to N GroupA gAnchor to W tT W to N tT N to N tT N tT N to NGroups B-0 Anchor tO W IO N tO N tO N N N O1 N O)N Group A Anchor W W ITN to N tT N tT N tT N tT N Group to W 0,N 0,N mN 0,N 01 N 0'N AnchorGroups GD Anchor O N co N V N J N V N to N Group A Anchor CA 30 W N ON NN 03 03IQB-D Anchor OON ON CO CON V N m IN Group Anchor O1 N O1 N Of N O1 N O1 N 01 N GroupsB-0 Revision ai i 111j/// I! T 1070 TECHNOLOGY DRIVE x o ri 3'S y 0 eIIj.,... '} y% N.VENICE,FL 34275 0 3 I a :a 8600 b $ om k _Z:O ti • n;<_ REGISTRATION#29296 N 7 f fm1g-D o m e m Z.r-_ n 43. Q 3GtiNz7. .v m P N ,:2 _ VINYL FRENCH DOOR AND SLT/TR o 5/7/13 W b m ' C,• . 0 ..->,5'., o SLT/TR ANCHOR QUANTITIES lead J ROSOWSKI m s 1 W N :0 JOB COPY EMBEDMENT 1/4" INSTALLATION 0MAX. 1SHIM , INSTALLATION ANCHORS EDGE ! INT02X WOOD. 0 _Il-DISTANCE millin 0 iii I, 87 4NCHOR TYPE, BEDMENTAND 0 i PRODUCT REVISE DISTANCE PER Y_ J JY_ os comp wllh the TILE 1,SHEET 1 -Illy C NOA-No 20.041d j..4i1V::::11/\ tii,) I I 1 S' El[pirratloc Dato:01/Y: OR PER HINGE I 11"--""I,I 1 F..,. k iii Bi...._ ....- BE THROUGH JI,1 1`—• Y•— RATE.MIN.#10 IIS_ I`i ` 7.:/ Miami-Dad.Product C orf _SLEWSHEET 1. 0 EXTERIOR ® 0 I\- / © 8 p D)NO CHANGES THIS SI zAK-II920 A 0 DETAIL( 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR OR FRAMING,SEE e) NOTE 2,THIS SHEET U DETAIL() ww TYP.ANCHOR TYPE,EMBEDMENT 0L Li"pANDEDGEDISTANCEPER SUBSTRATE,SEE TABLE 1,SHEET 1. ROE TYP.ANCHOR TYPE,EMBEDMENT AND AVOID INTERFERENCEVNTH 0 Net EDGE DISTANCE PER SUBSTRATE.SEE OPPOSING ANCHOR BY CHOOSING 0 TYP.ANCHOR TYPE, JTABLE1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE. EMBEDMENT AND Z LL 1l4" STAGGERING LOCATIONS. 0 EMBEDMENT AND EDGE EDGE DISTANCE PER EMBEDrMENT DISTANCE PER SUBSTRATE. 0 SUBSTRATE,SEE 0 U d u SHIM , ® 0 0 I SEE TABLE 1,SHEET 1. 0 0 TABLE 1,SHEET 1. z 00 Ce 7t, T w DISTANCE ti IJ 1 ANCHOR PER HINGE TO BEP'#!QTHROUGHSUBSTRATE.MIN. O, i # 10 FLATHEAD SMS WITHILLATIONQ0 1 MIN.3 THREADS BEYOND METAL SUBSTRATE. ®re• O TION 2 i O 0 oALLATION emee w" 2S DIRECTLY r iiii: IIo I I( I^ z 2 MASONRY.M U r "" i aZIVI C z. 0 C l O 501 • J ! ! aN1EXTERIOREXTERIORGOLL:I 1'FRENCH DOOR MULLION 0 0 0, 0 0 JDETAIL I:',I,'rII// N`(LYNN 1 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR rO' ''i ':';/DETAIL() SUBSTRATE.MIN.3/16"FLATHEAD DETAIL( fl ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. V DAYLITE OPENING(DLO)SIZES WHEN USING PART#3:(WIDE RAILS OR STILES) -=* • 140.53705 ATION NOTES: X DOOR FRAME HEIGHT-12.1 m DLO HEIGHT - /) X DOOR FRAME WIDTH-12.3=DLO WIDTH b 0'l ODNLYSUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOW N MAY BE USED ON XX DOOR FRAME HEIGHT/2)-12.1=DLO HEIGHT 7+ '• E OF THE DOOR,SIDELITE OR TRANSOM. XX DOOR FRAME WIDTH/2)-11.7=DLO WIDTH %0 1E.f`I- O BUCKS DEPICTED ON THIS SHEETAS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT FILM. SLT/TR FRAME WIDTH-12.1=DLO WIDTH S '• •• •' C RITHAVING JURISDICTION. D AS"2%'ARE 1-1/2"THICK OR GREATER.INSTALLATION TOTHE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE WHEN USING PART#d:(NARROW RAILS OR STILES)kS% NAL •\ ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT 1I)1____))0' PLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THEWHOLE SYSTEM. SLT/TR FRAME WIDTH-4.9=DLO WIDTH A LYNN MLLE,P. P.E.#61706 JOB COPY TYP.ANCHOR TYPE, INSTALLATIONEMBEDMENTANDEDGE 1/4" 0 DISTANCE PER SUBSTRATE, OPTION a MAX.aSEETABLE1,SHEET 1. INSTALLATION ANCHORS SHIM / /// T Fr' DIRECTLY INTO METAL. 7„"'-,”` „ 11•.,•”' L•11 ANCHOR PER HINGE TO BE L-•EDGE THROUGH SUBSTRATE.MIN. DISTANCE Ilk t' O h.. 10 FLATHEAD SMS WITH Vrj I,I — MIN.3 THREADS BEYOND DOOR 0illAMETALSUBSTRATE.lI VISIBLE LIGHT it y 0 1 WIDTH(DLO)O PRODUCT REVISE[c I TYP.ANCHOR omytying with the E I F TYPE,EMBEDMENT OIIMdgo L`ude 20-04: Z'.. 4t\\ttttN'rt -.wm..mann F 11Pd111\1CP1 AND EDGE J l\1\\111110# 1..-.TABLE 1,SHEETSHEETE. MamHDado • 01/23 J DISTANCE PER Explratlon Ds Zr Product co EXTERIOR 0 0 iisi /, ® kr EXTERIOR Q , I j 0 c D)NO CHANGES THIS SHE 1"FRENCH DOOR MULLION n N AK-4/ 9/20 le DETAIL( 0 0 V 0 ' 0 ////MIAMI-DADE APPROVED MULLION(SEE SEPERATE NOA),ALUMINUM,STEEL rq 5DETAIL( FRAMING OR STEEL STUD. W Ll INSTALLATION OPTION 3 DOOR FRAME WIDTH paLn INSTALLATION ANCHORS THROUGH lX BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT 0 N slop 0 DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER JO AMBEDMENTTYP.ANCHOR TYPE,1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Z LL a1/4" EMBEDMENT AND 0 ® ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT am1 ° s MAX. EDGE DISTANCE PER OR STAGGERING LOCATIONS. 1/4"W Z, EDGE SHIM ® SUBSTRATE,SEE ® 0 SHIM ® W U" TABLE 1,SHEET 1. SHIM I-Z qDISTANCE1 •• • 15.1k111-711111il EDGE j_ F t'(y 1111'40H1 DISTANCE 0 . v co OIC TYPE, o l L O D EDGE iTANCE tip!— !+' ti=NI PER I Z V tTRATE, tI\\\• bifi.. I\\\ 1 air 0 ZI 1111110.„w"'„ ;? O LLl aHEET1. .. . .,..Myy- iU 1 RETFJCMU EXTERIOR jANCHORuI'l!1.1 O EXTERIOR alll .s,IIREMENT 1X WOOD CONCRETE/CMU anyEXTERIORBUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH 0 111 I I I l 1 j/ SEE NOTE 2, PER ANCHOR i, THIS SHEET. REQUIREMENT co LYNNDETAILc , DETAIL G DETAIL C INSTALLATION NTION k.••''`/ ceNyF?< INSTALLATION ANCHORS _*;• No.58705ATIONNOTES: DIRECTLY INTO MASONRY. DNLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON J•7.Z O 2°E OF THE DOOR,SIDELITE OR TRANSOM. O ST TE 0DBUCKSDEPICTEDONTHISSHEETAS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".IX WOOD BUCKSAREOPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO C•''•F,/ORID N..•''RY.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKSTO BEENGINEERED BY OTHERS OR AS APPROVED BY THE i S CRRYHAVINGJURISDICTION. ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TOTHE FRAME OF THE DOOR,SIDELITE OR TRANSOM. QN' i i 1 0PLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TOTHE WHOLE SYSTEM. A.LYNN MILLER,P.E. P. E.#58705 JOB COPY INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY.EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCEIlliCONCRETEa BU2CKSTRIP 0 I —I 0 0 PER ANCHOR • 7 8 OR FRAMING,' QrREQUIREMENTEMBEDMENTSEENOTE2, EMBEDMENT L / 0 s 1 THIS SHEET rO1' ® 1X WOOD PRODUCT REVISEIrT / 1X WOOD BUCKSTRIP,SEE BUCKSTRIP,SEE as Buildingcomplyingawith the r., NOTE 2,THIS SHEET. 111111111111111.11t, NOTE 2,THIS SHEET. odd 11 W;, 1 wd we MMAX SHIM 114"MAX SHIM NOA-No. 20114 1,, t_? tat F.xpiratioa Dalr.01/23 18 FFir.,i ey._ fl r, '1 - 0 0 MiamF-Dad.Product C. TYP.ANCHOR r i TYP.ANCHOR 0 TYPE,EMBEDMENT r TYPE,EMBEDMENTr1a c D)NO CHANGES THIS SHI r AND EDGE r AND EDGE 7.._ l 1 i 1 r 4 AK-41920 1 DISTANCE PER a• DISTANCE PERTYP.ANCHOR TYPE, I' SUBSTRATE,SEE SUBSTRATE,SEEEMBEDMENTANDEDGEi+- SEE FLUSHBOLT TABLE 1,SHEET 1. TABLE 1,SHEET 1.DISTANCE PER SUBSTRATE, DETAIL,SHEET 12SEETABLE1,SHEET 1.AVOID INTERFERENCE WITH W 4OPPOSINGANCHORBYOCHOOSINGTHECORRECTCT LENGTH OR STAGGERING O L LOCATIONS.DETAIL 0 y rioa < EXTERIOR r A DETAIL K o U W f SIDELITE/ W i cc _ IpII fir J CO TRANSOM o W tDOORWINDOWFRAMErJ VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z n 1141 DETAILC)H I LEIG EG (DLO) OHEIGHTDLO Z DOOR414A. FRAMEIli= i1 CY E 0 r1% 1. HEIGHT WO m r EXTERIOR i 0 CATION NOTES: a zi f ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR "1 DETAIL J DETAIL( N5 J1,SHEET I.FOLLOW EMBEDMENT AND EDGE DISTANCE ANY INSTALLATION OPTION SHOWN MAY BE USED ON K Z C DE OF THE DOOR,SIDELITE OR TRANSOM. INSTALLATION TYP.ANCHOR OPTION Z TYPE,EMBEDMENTenu 's D BUCKS DEPICTED ON THIS SHEET AS"1X",ARE INSTALLATION DND EDGEWHOSETOTALTHICKNESSISLESSTHAN1.12".IX INSTALLATION 1 1DISTANCEPERIIIIIANCHORS DIRECTLYIII SUBSTRATE,SEE 11 1/ / BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 1 © N / '/TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1.Y LY N'fLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE INSTALLATION ANCHORS TYPE,EMBEDMENT'HICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. AND EDGE LICENSE 'r7 114"MA%.SHIM OR Q.•OD BUCKS TO BE ENGINEERED BY OTHERS OR AS t, -,• NED BY THE AUTHORITY HAVING JURISDICTION. DISTANCE PER 0 3.4 KSI NON-SHRINK, riii SUBSTRATE,SEE y: No.58705I ed NON-METALLIC ATTACHMENT TOMETAL:THE STRUCTURAL MEMBERS X fig TABLE 1,SHEET I. GROUT-FULL -:-__ BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE f L'i a1, LENGTH L OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 114"MAX.SHIM—.- ..- .,—m%!—O•• //rl 0•F O T S7 WLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,EMBEDMENT jr '':c.4ORID?,.•'GIE.TRANSOM OR MULLION APPLIES TOTHE WHOLE 2%WOOD BUCKSTRIP1111W " 1 EMBEDMENT CONCRETE i IA. OR FRAMING,SEE S NAL N,` NOTE 2,THIS SHEET REQUIREMENT a/I I 1 r 11 EDGE DISTANCE I j EDGE DISTANCE A LYNN MILLER,P. E P.E.M 58705 JOB COPY 4.565"4.922" 1-- 2.281" -{ 1 f .582" 413.925"` yr 5( 1 / 1.46T' 075" J 1 ` 075" GUI I "`J X71}-_ 312" 1.750" 1.000" M Q 1.375" PRODUCT REVISE l I SIDELITE ADAPTER as eompiying with the IO #20003,Rigid PVC OA-No. code 20-04O1FRAMEHEAD&JAMB T O FRAME SILL O PANEL RAIL&STILE Expiration Date:01/2320000,Rigid Cellular PVC 20001,Rigid PVC 20002,Rigid Cellular PVC 3.079" ---..-i 782" ' L. Miami-Dade Product G h- 1.503" .1 1.500" I' 1 2.146" I..-- 2.488" r 1.097" c 1"1 c D)NO CHANGES THIS SHE 761" i AK-4/9/20 276" ED] . 374" w P080" 3.584" e3.518" .080" 3.518" 100" I 4.567" 3.518" o U 060" 080" 3.918" U N a1o0 O 9A I O 1.075" 1 1.075" I!- U U o ti OHINGE STILE O TOP&BOTTOM RAIL O PANELSTILE II N Z- t5REINFORCEMENT6REINFORCEMENT7REINFORCEMENT1.075" I 1.075" 1.000" o J 20013,6063-T6 20014,6063-T6 20015,6063-T6 Ci) ACTIVE INACTIVE 1"FRENCH o Z g ASTRAGAL O ASTRAGAL 10 DOOR MULLION Z1.994" { 20016,6063-T6 20017,6063-T6 20022,6063-T6 ce 4-1 1.258" a `g O1.450" 075" n^ 060" o 1.359" .062" 1l . 610" 343" .375" 773"I -{I-x- .062" OZ U 01V1-1...._ L J 1, 070"840" 1.625" T g C INACTIVE FRAME SCRE ADD-ON 1"MULLION ACTIVE y n, u131617819aASTRAGALCOVERCOVERFIN/FLANGE CAP ASTRACTIVE ER w 20004,Rigid PVC 20007,Rigid PVC 20008,Rigid PVC #20009,Rigid PVC 20011,Rigid PVC z u 1 J IiiiI//,, 832^ 1 1 935" 0.125" I 1.072"-' i 1.625" { 140"C`Nse. •.r I 1.875" 1. 2.285" I J+- I} Ir SF'•. 050" . 388" .384" rT T} 1'! 723" 7 563. t 062" .191" - H_ .083" 1 f aT' JJJ . 200" No.58705 050 080" T) •• / .2-830SINGLEDOORTHRESHOLDANCHORTHRESHOLDHINGETRIM7/8"BEVELED O, STATE P20ASTRAGALCOVER22COVER23PLATE24CAP25DRIPCAP2-6 COVER 27 BEAD S ORIpP••.•• c20012,Rigid PVC #20057,6063-T5 19031,6063-T6 20020,6063-T6 20021,6063-T6 20023,Rigid PVC #20024,Rigid PVC i,S • yIONALE\\, A.LYNN MILLER,PIDANDRIGIDCELLULARPVCBYVISIONEXTRUSIONS,LTD.PE.*55705 JOB COPY o: mITPartDescriptionMaterialDOORHEAD 411. 020000Door6SIdellte/Transom Main Frame Cellular PVC DOOR PANEL HEAD 20001 Door Frame Bill Rigid PVC O CEO 20002 Panel Stile 6 Rail Cellular PVC O 20003 Sidalite Adaptor Rigid PVC y20013HingeStileReinforcementAlum.,6063-T6 O20014PanelRailReinforcementAlum.,606376 020015PanelStileReinforcementAlum..608378 r 20017 O20018ActiveAstragalRigidPVC PRODUCT REVISE20017WctiwAstragalRigidPVC © as comp nu with the200221"French Door Mullion Alum.,806376 I i 20004 Inactive Astragal Cover Rigid PVC ONor. ® butldisq ode 20007 Screw Cover Rigid PVC r 20008 Add-o Fin/Flange Nolidln 2" 2RigidPVCI' Etrpiration Date:01/,t: 20009 1” trw An Cap Raid PVC ill// 11.- 20011 Acme Astragal Cover Rigid PVC 20012 Single Door Astragal Cover Rigid PVC i, MNam4-Dads Product C 20057 Threshold Cover Alum.,806375 DOOR19031AnchorPlateAlum.,6063-T8 20020 Threshold Corer Alum.,806346 JAMB 20021 Drip Cap Rigid PVC c A)ADDED BACKBEDDIN 20023 Hinge Trim Cover Rigid PVC tsr•••••• I r 1120020 1 AK-4/9/20 20024 7/8"Bawled Bead Rigid PVC re Fin Weatherstrip 1671/3 Frame Weatherstrip 0 f 0 FPT410XW Frame-to-Wide Slab Screw:#14 X1-1/2 Ph.FH,16.625 O.C. Stainless Ste. I, t7 75101X Frame-to-Nor.Slab Screw:#10 X 1"Ph.FH,28"O.C. Stainless Stee 0 '1•• I DOOR PANEL E x1FPT410 Reinforcement Screw.#8 X1'Ph.FH.15 O.C. Stainless St. E OX2FPAX Frame Assembly Screw#10 X 7 Ph.FH Stainless Stasi 0 / I HINGE STILE otIl FPT41OXW W-W Slab Assembly Screw#14 X 1-112 Ph.FH Stainless Stae i j 0/00 420X2.25 N-W Slab Assembly Screw:#14 X2-1/4"Ph.FH Stainless St. I DOOR PANELI N 720026 Setting Block,(Duro.=e5+/-5) EPDM LOCK STILEBackbedding:Dow-995 or GE-7700 or Dow 983 or 791 Silicone Iie 0- 11. 1 8 ee Hardware BOM,Table 11,Sheet 12 1 I Z CO 20033 Inactive Astragal Cap Acetal R..o"d , I U V O20035ActiveAstragalCapAcetalCr"' J I I W— ID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION 0II F-W .----1.ID ONS USA,INC OR VISION EXTRUSIONS.LTD. a>"R°••• A INSTALLATION p •> gRO.C.DIMENSIONS SHOWN AS MAXIMUM. I 'I e A ANCHOR Z 0 OZ 1 A 0 a II 1`,\, A INTERIOR o ANCHOR/SUBSTRATE MATERIAL PROPERTIES: 1 ' Material Min.Fy Min.F„ I z ii U 12 Steel Screw 92 ksi 120 ksi 0 • L W 12 18-8 Screw 60 ksi 95 ksi DOOR cn X 12 410 Screw 90 ksi 110 ksi JAMB0 III,, U Elco/DeWalt Aggro-Gala® 57 ksi 96 ksi rc Z 3/16"Elco UltraCon 155 ksi 177 ksi 3/ 16"DeWalt UltraCon+ 117 ksi 164 ksi CI) / /I'`I assn0 !1/4"Elco UltraCon 155 ksi 177 ksi SIDELITE/TRANSOMQ1!4"DeWalt UltraCon+ 148 ksi 164 ksi rI-Y r:/1/4"410 SS Elco/Dewalt CreteFlex 127.4 ksi 189.7 ksi 1......4..! / JAMB W/NARROW 0.`.'•- • /,j 6063-T5 Aluminum 16 ksi 22 ksi NI FRAME t10E:44.•'• A36 Steel 36 ksi 58 ksi DOOR O No.56705Gr.33 Steel Stud 33 ksi 45 ksi SILLIJI II m Qo O^'. ATE F SIDELITE/TRANSOM 6,.'•.'`.ortroh.•'c00SILLW/1AnDE FRAME SAO.....•NAL HEAD SIMILAR)i info,j1` A O A.LYNN MILLER,P. P.E.#58705 JOB COPY HARDWARE DETAILS&LOCATIONS c)0 f iii 11 PRODUCT REVISESIII+ I 10411;k Balleomg i sth the F EQUALLY- NOA-No. 20-043SPACEDExpirationDate:01123/ a_' / / a:'I. " / II Miami-Dade Product Co a ai10IICMII .b'IIEQUALLY- np. A)- 4 92ANGES THIS SH F AK-4!9120 SPACED z" 90iI 0t .1 - 9E 1 s\ 44"0EQUALLY-MAX. NBlocS1PACEDtQ IV I fZ,8\ W9" i°1 MAX. 111 1 O.X" CONFIGURATION XX"CONFIGURATION \0 z SEE DETAIL, Q 3LE 11: PGT Part# Description Material TSIMILARK®K CCO 666032701 P3000 3-PT Rhino Lock(6'8"),Amesbury Inc. Stainless Steel HINGE DETAIL: s = I 666032702 P3000 3-PT Rhino Lock(oser#8"),Amesbury Inc. Stainless Steel o U i 71032XIFPFX Rhino Lock Screw 10-32 X 1"Phil.FH Stainless Steel 0 W 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel LL 20028 Center Strike Plate Assembly,Amesbury Inc.Stainless Steel cU J 7S101X Strike Plate Screw,(X):#10 X 1"Phil.FH 410 S.S.LU Z 78X12PFHUX Strike Plate Screw,Q0 #8 X 1/2"Phil.FH 410 S.S. i7SB1202FlushBolt(XX)a/u ., 7803725 Flush Bolt Rod p0 I. 1I„ Ii 420034 Flush Bolt Guide(XX) 4" 2,, 1 ii7832X12FP)IP Flush Bolt Guide Screw 8-32 X 1/2"Phil.FH NY LYNN2 48033N Guide Pin(XX) ICENSF.• 78036 Flush Bolt Strike Plate Q09,Amesbury Inc. Stainless Steel P, 7832X12FPXP Flush Bolt Strike Plate Screw,(XX):#8X3/4"Phil.FH 410 S.S. O No.58705 eries Handle/Leser 9116" IIIM i BEYOND IlL varies Dummy Handle/Leser I- PANEL I i A •' "Z0•Z0 20025 Butt Hinge,Amesbury Inc. Stainless Steel 4 SS TE F 71032X1FPFX Hinge,Slab Screw:#10-32 X 1"Phil FH Stainless Steel FLUSH BOLT DETAIL: s•'•F ORIO...••( 7S101X Hinge,Frame Screw#10 X 1"Phil.FH Stainless Steel iis ONAL EN A.LYNN MILLER,P.1 P.E.#58705 JOB COPY